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Home My WebLink AboutContract 44458 (2)CITY �� co�u�►crn�o, � F(3RT ��RTH PROJECT MANUAL FOR THE CONSTRUCTION OF VILLAGE CREEK WATER RECLAMATION FACILITY CITY SECRETARY �AR SCREEN BUILDING NO. 3 REHABILITATION D.O.E. FILE CONTRACTOR'S BONDING C�o City Project No. 02073 Sewer Project No. P258-541200-701300207380 CONSTRUCTION'S COPY CLI�NT D�PARTMEI�lT Betsy Price Mayor Tom Higgins Interim City Manager S. Frank Crumb, P.E. Director, Water Deparhnent Prepared for The City of Fort Worth Water Department Conformed Set Apri130, 2013 � CDM Smith 100 Throckmorton Street, Suite 600 Fort Worth, Texas 76102 Q��I�AA� FRI��li(� �1`i� 3��R`��e�� 'e ��`�� ' RECEIVED MAY 2 0 2c1i� City of Fort Worth Village Creek Water Reclamation Facility Bar Screen Building No. 3 Rehabilitation Specification Seals (Page 1 of 1) January 10, 2013 Division Ol (Sections Ol 12 16, Ol 13 10, Ol 32 13, Ol 35 43, and Ol 45 28) Division 02 (All Sections) � ��.��o Division 31 (Section 31 23 19) �� o�.T�`�'�` Division 33 (Section 33 12 10) �y��?:�'' ••.;s' 4 � Division 35 (Section 35 20 17) ;*_r '� �� Division 03 (All Sections) Division 26 (All Sections) ��• ��..? ��'�s i o �'� . �' : �: � p� � ■e+reaaaiai�een�ate � e r+�+ � e I'' � � �.�: '=�� ,�: .,ei �; ,� . ,•GF�� 8. LJK�... ............................... i-o=•. 6v��,�p `�: ��1� i c�„`=''�f,v`m'� �� S� •• . ..• �� , ��%v#�d.�t. = .� �� ol/lo/z3 � City of Fort Worth, Texas Mayor and Council Communication COUNCI� ACTION: Approved on 5/7/2013 DATE: Tuesday, May 07, 2013 REFERENCE NO.: **C-26227 LOG NAME: 60ARK VC BARSCREEN REHAB SUBJECT: Authorize Execution of a Construction Contract with Ark Contracting Services, LLC, in the Amount of $520,000.00 for the Rehabilitation of Bar Screen Building No. 3 at Village Creek Water Reclamation Facility and Provide for Staff Costs and Contingencies for a Total Project Amount of $550,000.00 (COUNCI� DISTRICT 5) RECOMMENDATION: It is recommended that the City Council authorize the execution of a construction contract with Ark Contracting Services, LLC, in the amount of $520,000.00 for the Rehabilitation of Bar Screen Building No. 3 at Village Creek Water Reclamation Facility. DISCUSSION: On January 25, 2011, (M&C C-24700) the City Council authorized an Engineering Agreement with CDM Smith, Inc. (formerly doing business as Camp Dresser & McKee, Inc.), for General Engineering Support Services. Under this contract CDM Smith, Inc. received Task Orders to prepare plans and specifications for repairs to odor control ductwork crossing under the road in the primary area and to design structural repairs to Bar Screen Building No. 3 at the Village Creek Water Reclamation Facility. This contract for the bar screen building will rehabilitate the concrete, add steel beams to shift the building load to exterior walls and stabilize the bar screen building structure. Also included is a gate fo isolate wastewater influent flow from the east and west side of �he buiiding for improved operations and maintenance. The odor control ductwork repairs will eliminate groundwater infiltration into the air pipe. These finro task orders were combined into one construction contract. This project was advertised on January 10, 2013 and January 17, 2013. On February 7, 2013, the following bids were received. Ark Contracting Services, LLC Archer Western Contractors, Ltd. Pepaer-Lawson Waterworks ount Bid � �� .� �� ..� �� Duration 120 Calendar Days In addition to the contract amount, $5,000.00 is required for staff support and $25,000.00 is needed for contingencies for a project total in the amount of $550,000.00. Logname: 60ARK VC_BARSCREEN REHAB Page 1 of 2 M/WBE Office: Ar►; Contracting Services, LLC, is in compliance with the City's BDE Ordinance by committing to 14 percent MBE participation. The City's goal on this project is 13 percent. The Village Creek Water Reclamation Facility is located in COUNCIL DISTRICT 5 and serves ALL COUNCIL DISTRICTS. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Sewer Capital Projects Fund. FUND CENTERS: TO Fund/Account/Centers CERTIFICATIONS: Submitted for City Manager's Office b� Originating Department Head: Additional Information Contact: FROM Fund/Account/Centers P258 541200 701300207380 Fernando Costa (6122) S. Frank Crumb (8207) Madelene Rafalko (8215) ATTACHMENTS 1. 109. 60ARK VC Barscreen Rehab (FAR Verification-JCT 4-8-2013).docx (CFW Internal) 2. 60ARK VC BARSCREEN REHAB compliance.pdf (CFW Internal) 3. 60ARK VC BARSCREEN REHAB FAR.pdf (CFW Internal) 4. 60ARK VC BARSCREEN REHAB Map.pdf (Public) $520,000.00 Logname: 60ARK VC_BARSCREEN_REHAB Page 2 of 2 00 00 00 - 1 TABLE OF CONTENTS Page 1 of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 OS 10 Mayor and Council Communication 00 OS 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Fonn 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law n�T� �� ra;..�..:,z, ,..,a ta�,,,.,o„ tz„�;.,o�� .,�o,..,,.:�o r_,,.,� 00 45 40 Minoritv Business Enter�rise Goa1 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division Ol - General Requirements Ol 11 00 Su�sunary of Work Ol 12 16 Construction Sequence Ol 13 10 Special Provisions O1 25 00 Substitution Procedures Ol 31 19 Preconstruction Meeting 01 31 20 Project Meetings Ol 32 13 Control of Work Ol 32 16 Construction Progress Schedule O1 32 33 Preconstruction Video Ol 33 00 Submittals Ol 35 13 Special Project Procedures O1 35 43 Environmental Protection Procedures O1 45 23 Testing and Inspection Services Ol 45 28 Pipeline Testin� and Cleanin� Ol 50 00 Temporary Facilities and Controls Ol 58 13 Temporary Project Signage Ol 60 00 Product Requirements O1 66 00 Product Storage and Handling Requirements Ol 70 00 Mobilization and Remobilization Ol 74 23 Cleaning Ol 77 19 Cioseout Requirements O1 78 23 Operation and Maintenance Data CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised December 20, 2012 000000-2 TABLE OF CONTENTS 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 Ol 78 39 Project Record Docwnents Technical Specifications which have been modified by the Engineer specifically for this Project ; hard copies are included in the Project's Contract Documents Division 02 - Egisting Conditions OZ 41 00 Demolition and Modifications 02 41 15 HDPE Pipe Repair Division 03 - Concrete 03 O1 30 Modifications to Existin� Concrete Division 26 - Electrical 26 00 00 Electrical— General Provisions 26 OS 19 Wires and Cables (600 Volt Maximum) 26 OS 26 Groundin� and Bonding Svstem 26 OS 33 Raceways, Boxes, and Fittin�s 26 OS 50 NEMA Frame Induction Motors 600 Volts and Below 26 28 16 Low Volta�e Enclosed Circuit Breakers and Disconnect Switches 26 29 13 Low Voltage Motor Controllers and Contactors 26 41 19 Electrical Demolition Division 31- Earthwork 31 23 19 Dewatering and Draina�e Division 33 — Utilities 33 12 10 Temporary Bypass Pumpin� Svstems Division 35 Waterway and Marine Construction 35 20 17 Weir Gates Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proj ectpoint.buzzsaw.com/client/fortworth�ov/Resources/02%20- %20Construction%20Documents/Specifications Division 02 - Egisting Conditions 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 80 00 Modifications to Existing Concrete Structures Division 31 - Earthwork 31 25 00 Erosion and Sediment Control CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 VCWRF Baz Screen Building No_ 3 Rehabilitation City Project No.02073 000000-3 TABLE OF CONTENTS Page 3 of 3 1 Division 32 - Exterior Improvements 2 32 Ol 17 Permanent Asphalt Paving Repair 3 32 12 16 Asphalt Paving 4 32 13 13 Concrete Paving 5 32 13 73 Concrete Paving Joint Sealants 6 32 16 13 Concrete Curb and Gutters and Valley Gutters 7 32 92 13 Hydro-Mulching, Seeding, and Sodding 8 9 Division 33 - Utilities 10 33 Ol 30 Sewer and Manhole Testing 11 33 OS 10 Utility Trench Excavation, Embedment, and Backfill 12 33 OS 13 Frame, Cover and Grade Rings 13 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe ___ 14 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 15 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 16 33 39 20 Precast Concrete Manhole 17 33 39 60 Epoxy Liners for Sanitary Sewer Structures 18 19 Appendix 20 GC-6.06.D Minority and Women Owned Business Enterprise Compliance " 21 GG6.07 Wage Rates 22 GR-Ol 60 00 Product Requirements 23 24 END OF SECTION CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitarion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised December 20, 2012 Division 00 General Conditions THIS PAGE LEFT INTENTIONALLY BLAl�TK VCWRF Su Screen Building No. 3 Rehabilitation City Project No. 02073 CITY OF FORT WORTH - VILLAGE CREEK WATER RECLAMATION FACILITY BAR SCREEN BUILDING NO. 3 REHABILITATION PROJECT City Project No. 02073 Sewer Project No. P258-541200-'701300207380 --- ADDENDUM NO. 1 January 25, 2013 Bidders are hereby informed of the following changes to the contract documents for the project. Bids for the project will be received at 130 PM CST on Thursday, February 7`�, 2013. Bidders must aclrnowledge receipt of this Addendum below, and on 00 41 00 Bid Form. I. PROJECT SPECIFICATIONS `" '� l. SPECIFICATION SECTION 00 21 13 a. Page 00 21 13-2, Item 3.5.1 and 3.5.2: delete items 3.5.1 and 3.5.2. 2. SPECIFICAT'ION SECTION 00 41 00 a. Page 2 of 8, Item 4: change "270 days" to "120 days". 3. SPECIFICAT'ION SECTION 00 45 12 a. Page 00 45 12-1: delete "structzu�al rehabilitation" and "bypass pumping" from major work type table. 4. SPECIFICATION 00 45 39 a. Replace Specification Section with attached Specification Section 00 45 40. 5. SPECIFICATION SECTION O1 12 16 a. Page Ol 12 16-4, Item 1.S.C.l.d.6: change "32 MGD" to "27 MGD". b. Page 11 12 16-4, Item 1.S.C.l.d.8: change "234 MGD" to "228 MGD". c. Page O 1 12 16-5, Item 1.5.C.1.e.5: change "32 MGD" to "27 MGD". d. Page O1 12 16-5, Item 1.5.C.1.e.7: change "324 MGD" to "318 MGD". 6. SPECIFICATION SECTION 02 41 15 a. Page 02 41 15-1, Item 1.4.A: revise first sentence to state "All crack and joint repair work shall be fully guaranteed for a period of two years from the date of final acceptance." b. Page 02 41-15-2, Item 3.2.A: revise third sentence to state "Clean the entire length of the below grade HDPE pipe." �, L� �,. ADDENDUM.NO 1 1/25/2013 j• On sheet G-4, the by-pass pumpin asked us to use three of their um g p�an calis for us to pull from clarifiers 7&] 0. The Owner has more flow can go to the clarifier �vith two' pU ps a d lesseflow�t ethe ��able to be adjusted so t�iat The flow will not be able to be adjusted between the clarifiers. You ma ar�fier with one pump?� �jaY�eYs. Some of the clarifiers get better flow thcrn others. y use one, two, or three 4• What is the contact information for the manufacture of the HD The contact for Ifcrri-Tech is Bill Haines 978-gg�_ p272 pE p�pe� ACCEPTANCE: The undersigned does hereby agree to the additional, stipulations and No. I to the plans and specifications for the Villa e Creek Water Recl Buildin No.3 Rehabilitation Pro'ect C� ' terms outlined in Addendum 541200-701300207380. of Fort Worth Pro'ect No. n m2 rFacili� gar Screen SCHEDULED BID D UATE AD TE' Februa 7 ENDU SSUED: �' � 2�13 RECEI CKN J�Aary 25, 2013 LEDCED: sy: 1'� e: � _ompany: 1C... r 1GCs� � � L a L � r- 1 L ADDENDUM.NO 1 1/25/2013 001113-i INVITATION TO BIDDERS Page 1 of 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 l� 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 SECTION 0011 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Village Creek Water Reclamation Facility Bar Screen Bnilding No. 3 Rehabilitation, City Project Number 02073, Sewer Project Number P258- 541200-701300207380, will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throclanorton Street Fort Worth, Texas 76102 until 1:30 P.M. CST, Thursday, Febrnary 7, 2013, and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (appro�cimate) following: Structural rehabilitation of the west side of Bar Screen Building No. 3, installation of sluice gate, decommission of Baz Screens 31- 35, repairs to 84-inch odor control ductwork, and construction of condensate pump starion for 84- inch odor control ductwork. PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures for qualification and pre- qual�cation are outlined in the Section 00 21 13 —1NSTRUCTIONS TO BIDDERS. DOCUMENT E7�:AMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at hrip://www.fortworth�ov.or�/purchasin�/ and clicldng on the Buzzsaw link to the advertised proj ect folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Coniract Documents may be purchased from: CDM Smith 100 Throclanorton Street, Suite 600 Fort Worth, Texas 76102 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $100.00 Set of Bidding and Contract Documents with half size (if available) drawings: $80.00 CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No.02073 0011 13 - 2 INVITATION TO BIDDERS Page 2 of 2 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 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, da.te, and time: DATE: January 24, 2013 TIME: 10:00am PLACE: Village Creek Water Reclamation Facility 4500 Wilma Lane Arlington, Texas 76012 LOCATION: Admin Conference Room CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Madelene Rafalko, City of Fort Worth Email: Madelene.Rafalko[a�,FortWorthTexas.�ov Phone: 817 392-8215 AND/OR Attn: Amy Robinson, CDM Smith Email: Robinsonar(�a,cdmsmith.com Phone: 817 332-8727 ADVERTISEMENT DATES January 10, 2013 January 17, 2013 28 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Bu Screen Building No. 3 Rehabilitation City Project No.02073 00 21 13 -1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 2 3 4 5 6 7 8 9 10 ll 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 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms l.l. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 12. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or coiporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, finn, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.23. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the puipose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequali�cation at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 1 l, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No.02073 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 33. The City reserves the right to require any pre-qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 14 15 16 17 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 3.5. Special qualifications required for this project include the following: 18 ... 19 ,� , , 20 �l 1 22 23 ... 24 . 25 26 4. Ezamination of Bidding and Contract Documents, Other Related Data, and Site ?� 28 4.1. Before submitting a Bid, each Bidder shall: 29 30 4.1.1. Examine and carefully study the Contract Documents and other related data 31 identified in the Bidding Documents (including "technical data" referred to in 32 Paragraph 4.2. below). No information given by City or any representative of the 33 City other than that contained in the Contract Documents and officially 34 promulgated addenda thereto, shall be binding upon the City. 35 36 37 38 39 40 41 42 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.13. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 43 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 44 contiguous to the Site and all drawings of physical condirions relating to existing 45 surface or subsurface structures at the Site (except Underground Facilities) that 46 have been identified in the Contract Documents as containing reliable "technical 47 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 48 at the Site that have been identified in the Contract Documents as containing 49 reliable "technical data." 50 CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised July 1, 2011 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.6. Perform independent research, investigations, tests, borings, and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations, tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.7. Determine the difficulties of the Work and all attending circuxnstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation, research, tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima-facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for addirional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross errar or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or inteipretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 42. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 36 37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 'The logs of Soil Borings, if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures (except Underground Facilities) which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitarion STANDARD CONSTRUCTION SPECIFICATION DOCIIMENTS City Project No.02073 Revised July 1, 2011 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.23. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3 10 11 12 13 14 15 16 17 18 19 20 21 'The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, uniess specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Wark is to be performed, rights-of-way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incoiporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent siructures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Pazagraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 40 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction wark on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construcrion without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 50 CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitanon STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised July l, 2011 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 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 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifcations will be without legal effect. Address questions to: City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Attn: Madelene Rafalko, Water Department Fax: 817 392-8195 Email: Madelene.Rafalko(�a,fortworthtexas.�ov Phone: 817 392-8215 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via Buzzsaw at http ://www. fortworthtexas. �ov/pruchasin�/ 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and wili not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maxixnum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been sarisfied. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until fmal contract execution. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No.02073 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times Z The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requireinents and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement ar incorporated therein by reference to the 5 attached Bid Form. 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or-Equal" Items i l The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or-equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 14 equal" item of material or equipment may be fumished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General 18 Conditions and is supplemented in Section Ol 25 00 of the General Requirements. 19 20 21 22 23 24 25 26 27 ?g 29 30 31 32 33 34 35 11. Subcontractors, Suppliers and Others 1 l.l. In accordance with City Ordinance No. 15530 (as amended), the City has goals for the participation of minority business and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shail submit the MBE/WBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form (with "documentation) and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The Bidder sha11 obtain a receipt from the City as evidence the documentation was received. Failure to comply shall render the bid as non-responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 36 12. Bid Form 37 38 39 40 41 42 43 44 45 46 47 48 49 50 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 122. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional altematives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or fumish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govem. CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitarion STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised Iuly l, 2011 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 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 50 123. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The coiporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.�. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. 12.9 All na.mes shall be typed or printed in ink below the signature. The Bid shall contain an aclrnowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Foim. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and, accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Modification and Withdrawal of Bids 14.1. Bids addressed to the City Manager and �led with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any tixne prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No.02073 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14.2. Bidders may modify their Bid by electronic communicarion at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluafion of Bids and Award of Contract 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 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successful Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of maj or items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 46 173. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and fumish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CIT'Y OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.020�3 Revised July 1, ZO11 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ZO 21 22 23 24 25 26 27 28 29 30 31 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the awazd will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until forxnal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certifcates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7uly 1, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No.02073 00 35 13 - 1 CONFLIC'f OF INTEREST AFFIDAVIT Page 1 of 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 3l 32 33 34 35 36 37 SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as"you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government O�cer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIO.ndf htt ://w w.ethics.state.tx.us/forms/CIS_ df CIQ Form is on file with City Secretary Q CIQ Form is being provided to the City Secretary � CIS Form is on File with City Secretary Q CIS Form is being provided to the City Secretary BIDDER: � �O q�, ' , ,cc5 ��e mpany %U S�n � �k �(�� CP_ Address V City/State/Zip • : Signature: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27_ 2012 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No.02073 � � 0o a� o0 BID FORM Page � of 8 TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: 02073 Sewer Project No.: P258-541200.701300207380 SECTION 00 41 00 BID FORM Vllage Creek Water Reclamation Facility Bar Screen Building No. 3 Rehabilitation Units/Sections: NOT USED 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and fumish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance cert�cate meeting all requirements within 14 days of not�cation of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the ofFering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artficial non-competitive levels, or (c) to deprive City of the benefds of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at art�cial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property tc influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20�20327 00 41 00 00 43 �3 00 42 43 00 43 37 00 4512_00 3513 Bid Proposal Workbook�s 3. Prequalification The Bidder acknowledges that the following work types must be performed oniy by prequal�ed contractors and subcontractors: a. Wastewater Treatment Plant Facilities ��traeEtlFal f�e#�ebiliEatie'� per Addendum No . 1 4. Time of Completion 00 41 00 BID FORM Page 2 0/8 4.1. The Work will be complete for Final Acceptance within 270 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 3513 'If necessary, CIQ or CIS fortns are to be provided directly to City Secretary � r h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 62. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. �- �5��, c�v� .� 6.3 Total Bid I � CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fortn Revlsed 20120327 00 41 � 00 4313 00 42 43 00 43 37_00 45 12 00 35 13_Bid Proposal Workbook.ws L 00 41 00 BID FORM Page 2 of 8 3. Prequalification The Bidder acknowledges that the foilowing work types must be performed only by prequalified contractors and subcontractors: a. Wastewater Treatment Plant Facilities Per Addendum No. 1 � .� r Tomnnroni R�i_n�cc Pumninn 4. Time of Completion Q•1. The Work will be complete for Final Acceptance within �8 120 days after the date when the 1 the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work - {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 `If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Totat Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the _ bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or mod�cation by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3 Total Bid $0.00 . . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 4� 00_00 43 13_00 42 43 00 43 37 00 45 �2_00 35 13 Bid Proposal Workbook.xls 7. Bid Submittal This Bid i submitted 1 Respecffull sub " d, By: �� (Printed Name) , v Title: �r25'�`k Company^ _� ��,+.�� c25 �I,�C- ��!( Address: �2b S 1�� `�t,Ce �,� X�r►nr�1�R►'(� ? (�oc� State of Incorporation:��/` � EmaiL•S$ow�"'+ �/�k�°'sl+'4c'�,"''$e�l��ccs:(o�� Phon��l� J -I��a END OF SECTION 00 41 00 BID FORM Page 3 oi 6 by the entity named below. Receipt is acknowledged of Ini � I the following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT VYORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fortn Revised 20120327 00 41 � 00 43 13_00 42 43 00 43 37_00 45 12_00 35 13 Bid Proposal Workbook.xis L, 00 43 '13 BID BOND Page 4 af 8 SECTION 00 4313 BID BOND KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) 0 hereinafter called the Principai, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are heid and firmly bound unto the City, hereinafter called the Obligee, in the sum of and No/100 Dollars ($ .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perForm work for the following project of the Obligee, identified as �Ilage Creek Water Reclamation Facility Bar Screen Building No. 3 Rehabilitation NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the teRns of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this day of By: 0 , 2013. (Signature and Title of Principal) �By: 0 (Signature of Attomey-of-Fact) *Attach Power of Attomey (Surety) for Attomey-in-Fact END OF SECTION Impressed Surety Seal Only CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20� � 0627 00 41 00 00 4313 00 42 43 00 43 37 00 4512_00 35 �3 Bid Proposal Worfd�ook�s W .RJl BIDPR0145A1. Pope 5 of8 SECfION 00 42 43 PROPOSALFORM r Bidder's Application UNIT PRICE BID Pmjcct Ircm Information Biddcrs Pmposal Bidlist licm � Specificauon Unirof No. DcscripGon Sccfion No. Mcasuro B'd Quantiry• Unit Prim Bid Valuc Work assacialed wilh Bar Saeen Buildinp No. 3 Rehabilitation including � sWetural, mechenical, electrical and insWmentation + �S 23S pea.00 235, odo.� - - ---- -- -- ------ _- ------ - _ _ _. . __ - -- �— ____ __ . -- - ---- -- -- ------ Work aseociated wilh odor wntrol piping repair and installation of 2 contlensate pump station induding civil, mechanical, eleclrical and � I-�� (p (1S 0 0�• 00 insWmenWGon � I /7/ Q� � � ..... . ._..._ . ..-- ..._—`---- ._ _. _ ._._-----._. .. . .. ._— �--- --_. . Installation, operation and maintenance of Owner fumished 32 MGD by- p� 3 pazs pumping system � �S �( d� D 00 . C� � � 0� 0�' Bid Summary _ __— To1a1 Bax A14rnate Bid Tonl Alternate Bid DedueKve Alteroate Bid Total Deductive Alteruate Bid Additive Alternate Bid Totel Addifivc Alteronte Bid �' roai s�a 5 G . o L cin oF eonr wortni srnrronrtv coHrncucnoN xrFCR�cnnort oocumerrrs Fam Rerixd?ul?nl?fl W J I Ou W d.i I.l 11tld±.i3 q147 t] 4tl JS 12 W JS U Bid 1'ropml Wohhwk.rls � I 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 6 of 8 � SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal piace of business are outside the State of Texas) bid projects for construction, improvements, supplies or senrices in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresidenYs principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , ou� principal place of business, are not required to underbid resident bidders. B. The principal place of busine of our company or our parent company or majority owner is in the State of Texa� BIDDER: � 0 0 0 0 C- o �reS��.� Date: J r-- L END OE SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fortn Revised 20110627 00 41 00 00 4313 00 42 43_00 43 37_00 4512 00 3513 BId Propwal Workbook.xls 0 r�— L 004511-i BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 • 4 1. Snmmary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The infoimation must be submitted seven (7) days prior 12 to the da.te of the opening of bids. For example, a contractor wishing to submit bids on 13 proj ects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to ea�pedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financiai statements. 17 (1) Classified Balance Sheet 18 (2) Income Sta.tement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if an.y 22 b. A certified copy of the firm's organizational documents (Coiporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas 2� Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The fum's e-mail address and fax number. 32 (3) The fum's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DITNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Preqnalification Reqnirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS City Project No.02073 Revised 7uly 1, 2011 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 3. Eligibility to Bid 2 a. The City sha11 be the sole judge as to a contractor's prequalification. "" 3 b. The City may reject, suspend, or modify any prequalification for failure by the 4 contractor to demonstrate acceptable financial ability or performance. 5 c. The City will issue a letter as to the status of the prequalification approval. 6 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 7 the prequali.fied work types until the expiration date stated in the letter. 8 9 END OF SECTION 10 CITY OF FORT WORTFI VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised July 1, 2011 0 �� 4$ � 2 - � PREQUALIFICATION STATEMENT Page 1 of I r- 0 1 2 3 4 5 6 7 8 9 10 il 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Wastewater Treatment �Q,�, '�iQ�1 �°� ��G�j / /3D/� 3 Facilities �� Structural . Rehabilitation B ass Pum in The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: �� V �� Company � c�G 'c E a ddress nn�G�a t -� � �vG � ity/State/Zip � Signature: Title: � ��..a`�� Date: 1� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No.02073 � 004513-1 BIDDER PREQUALIFICATION APPLICATION Page 1 of 1 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shazes the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives caze and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: State of Incoiporation State of organization Date of �ncorporation Date of organization Charter/File No. Is partnership general, limited, or registered limited liability parinership? President Vice Presidents File No. (if Limited Partnership) General Partners/Officers: Limited Partners (if applicable): Secretary Treasurer LIlVIITED LIABILITY COMPANY BLOCK If an LLC: Individuals authorized to sign for partnership: State of Incorporation: Date of Organization: File No. Officers or Managers (with titles, if any): Egcept for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certi5ed copy of the corporate resolution, corporate minutes, partnership agreement, power of attomey or other legal documentation which grants this anthority. CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 2011 City Project No.02073 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page ] of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 02073 Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 10 CONTRACTOR: 11 ia 13 14 15 16 �� 8 19 20 CC Company �(2� T� �<<� ��e � Address �.v��-��r ,'�� %� o � City/State/Zip By: (P.lea rint � Signature: Title: e5l�/�'�' `� � (Please Print) 21 22 THE STATE OF TEXAS 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeazed 27 �W`P.1� C- �b W 1►L d.�� , known to me to be the person whose name is 28 subscribed to the fore oing instrument, and acknowled ed to me that he/she executed the same as 29 the act and deed of (� (io�'d.t;( �`l SP,1fV1�C S� for the purposes and 30 consideration therein expressed and ln the capacity therein stated. 31 32 GIVEN iJNDER MY HAND AND SEAL OF OFFICE this �- day of 33 G� • , 20�. 34 35 36 37 Notary Public in and for the State of Texas 38 39 END OF SECTION ---_-� � ""` ,,,,�fo,,,, 4LOZ'LO Aaonaqa� ,,,,,e..3�t;�= sa�idx3 uoiss�wu.io� �W =";� _ 40 sexel }o eieiS '�II9�d �Je;ON =��;o�: SN3Hd31S VNtll %� �� "�`' CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02073 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Ig 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 004539-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 c�rmTn�r nn �c z� .i,»�r-. .. • �. ... , •..� - ... , . �� - �. „. „ � �� . �• - - - " - . � „ ...� . � • . �. . . r. � . �. � . . . • � �n • � � �. • . . . ... � .�� „ „ ♦.�. - � ....,__��.s_ , ...• . , , ...� . . . �. • _ . . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 9, 2013 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No.02073 .� ,,. . . . • . . u• . . . . �,;•= =-=---'--_ 00 45 40 - 1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracring goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 13% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the times allocated. in order for the entire bid to be considered resDonsive to the snecificat 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE artici ation: 4. Prime Contractor Waiver Form, if firm wiil erform all subcontracting/su lier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., fve (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid oneninQ date, exclusive of the bid onenin� date. 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLtMENTS Revised December 20, 2012 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 020�3 1 _ 2 .� 3 _ 4 5 � 6 7 8 `J 9 0 00 52 43 - 1 Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT � . THIS AGREEMENT, authorized on �''��1`' �� w- � is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and Ark Contracting Services LLC authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Village Creek Water Reclamation Facility Bar Screen Building No. 3 Rehabilitation City Project No. 02073 Sewer Project No. P258-541200-701300207380 Article 3. CONTRACT TIME 3.1 Time is of the essence. 10 11 12 13 14 15 16 17 18 19 20 21 _ 22 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 23 Documents are of the essence to this Contract. 24 3.2 Final Acceptance. 0 25 The Work will be complete far Final Acceptance within 120 days after the date when the 26 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 27 33 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that City will 29 suffer financial loss if the Work is not completed within the times specified in Paragraph 30 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 31 General Conditions. The Contractor also recognizes the delays, expense and difficulties 32 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 33 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 34 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 City two hundred ten Dollars ($210.00 for each day that expires after the time specified 36 in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 37 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 VCWRF Bar Screen Building No. 3 Rehabilitarion City Project No. 02073 00 52 43 - 3 Agreement Page 3 of 4 77 Article 6. INDEMNIFICATION 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own egpense, 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 specificallv intended to operate and be effective even if it is alle�ed or proven that all or some of the dama�es bein� sought were caused, in whole or in nart, bv anv act, omission or negli�ence of the citv. This indemnity provision is intended to include, without limitation, indemnity for costs, egpenses 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 egpense, 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 spec�callv intended to onerate and be effective even if it is alle�ed or proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, bv anv act, omission or negli�ence of the citv. Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 101 have the meanings indicated in the General Conditions. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Docuxnents may not be assigned by the 104 Contractor without the advanced express written consent of the City. 105 73 Successors and Assigns. 106 City and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other pariy hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shail be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon CITY and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 02073 Revised June 4, 2012 00 52 43 - 4 Agreement Page 4 of 4 119 7.6 Other Provisions. 120 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 121 classified, promulgated and set out by the City, a copy of which is attached hereto and 122 made a part hereof the same as if it were copied verbatim herein. 123 7.7 Authority to Sign. 124 125 126 127 128 129 130 131 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). �ity of Fort Wort 3: Fernando Costa Assistant City Manager Title: (Printed Name) � �ate _ Attest: � (Seal) � \ n� j�r�� ,l- i �-, Mary J. Kayser, � City Secretary Ft, :C Address: �'� � � �G�t �(-; �e � M&C C�-� L%�Z � Date: ;- 1 i ! � � �ooa ��ao � vovw �� City/State/Zip: �ey��0(QD Approved as to Form and Legality: � r, J`� '1 13 �� l�� r�,�, �� .� Date . ac � ��^�� , � �1 �c �. l.� � � �L �-z - Assistant City Attorney 132 133 134 135 136 137 138 139 140 I �'��FICNAL REC�RD �� rb'w��i�� T� APPROVAL RECOMMENDED: � �� / � �S. FRANK CRUMB DIRECTOR, WATER DEP ENT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2012 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 006113-1 PERFORMANCE BOND Page 1 of 2 1 2 3 4 5 6 SECTION 00 61 13 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Bond ��2162595 7 That we, Ark Contracting Services, LLC , known as 8 "Principal" herein and North American Specialty Insurance Company , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 11 "Surety" herein (whether one or more), are� held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 SUIri Of, Fit�e hundred twenty thousand and no/100---- Dollars 13 ($ 5 20 , 000 . 00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City .. ��''�' �.,,�.., 18 awarded the day of '�� `�-- ' `�"' , 20� which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 21 22 23 24 25 26 27 28 29 30 labor and other accessories defned by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Village Creek Water Reclamation Facility Bar Screen 3 Rehabilitation and Miscellaneous Plant Improvements, 02073. NOW, T�EREFORE, 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 Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 00 61 13 - 2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 3 Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Swety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 , 20�. �, 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 !�.7 / �` L%�Gc� Wifiess as to Surety � � � / PRINCIPAL: Ark Co�tract � Services.��LC S�/even C. Bowman, President � Name and Title Address: 420 S Dick Price Road Kennedale, TX 76060 SURETY: North American Specialty Insurance om an B : ignature Tracy Tucker, AttornPy—ln—Fac_c Name and Title Address: 900 Summit Ave. Ft Worth, TX %6102 Telephone Number: 817 / 3 3 6-8 5 2 0 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 �� Witn � s to incipal 00 61 14 - 1 PAYMENT BOND Page 1 �f2 1 2 3 4 5 6 THE STATE OF TEXAS COUNTY OF TARRANT 7 That we, Ark Contract SECTION 00 61 14 PAYMENT BOND . Bond ��2162595 KNOW ALL BY THESE PRESENTS: ervices. LLC known as 8 "Principal" herein, and North American Specialtv Insurance Company � a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in tl'10 penal Suiri Of Five hundred twenty thousand and no/100----- D0112iS 13 ($ 520,000.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the �;r� �,`'. �' `'� ; ; ;: 18 day of , 20 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to fumish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Village Creek Water Reclamation Facility Bar Screen Building 22 No. 3 Rehabilitation, 02073. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation Ciry Project No. 02073 00 61 14 - 2 PAYMENTBOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the �'' day of , 20�. ATTEST: i � \ �, (Prin ipal e�ry � Witne o incipa ATTEST: (Surety) Secretary �� Witness as to Surety PRINCIP Ark Cor I: Services � Steven C. Bowman, President / Name and Title Address: 420 S Dick Price Road Kennedale, TX 76060 SURETY: North American Specialty Insurance Com an BY: �� ignature � Tracy Tucker, Attor�ey-in-�F�ct Name and Title Address: 900 Summit Ave. Ft Worth, TX 76102 Telephone Number: 817/336-8520 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 10 11 I � � The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 00 61 19 - 1 MAINTENANCE BOND Page 1 of 3 1 2 3 4 5 6 7 SECTION 00 61 19 MAINTENANCE BOND Bond ��2162595 8 9 10 11 12 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Thatwe Ark Contractin� Services. LLC , known as "Principal" herein and Nort;� American Specialty Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as '"Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as"City" herein, inthe sum of Five hundred twenty thousand and no/100---- Dollars 13 ($ 520 , 000 . 00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded •,- ,��` �.,,�, 19 the day of °'1�.•`-- `� a��1�+� , 20 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Village Creek Water Reclamation 24 Facility Bar Screen Building No. 3 Rehabilitation, 02073 and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July I, 2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW TFIEREFORE, the condition of this obligation is such that if Principal shaii 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have eac�h SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the ,`" day of 3 , 20�. 4 5 6 7 8 9 10 11 T: 12 ✓�(/� '` C 1 � 14 (Princ" al) S c eta 15 16 17 18 �� 19 20 i s as to ' cipal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Sure Secretary �C �,� 33 �o 34 � 35 Wifiess as to Surety 36 PRINCIPAL: % Ark Con r cti ;Services, LL BY: �Si ature �� teven C. Bowman, President Name and Title Address: 420 S Dick Price Road Kennedale, TX 76060 SURETY: North American Specialtv Insurance Com an B � i ��..� ignature �� "� � Tracy Tucker, Atto�-ney—in—Fact Name and Title Address: 900 Summit Av2. Ft Worth, TX 76 � �J2 Telephone Number: 817/336-8520 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 L a CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL 1NSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington Intemational Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: W. LAWRENCE BROWN, TRACY TUCKER, KEVIN J. DUNN and STEVEN TUCKER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9�' of May, 2012: "RESOLVED, that any two ofthe Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of swety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be af�ixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." ``��yQ�o ALI iY�f ,�G �i a'2rG T6`�':�s% =�� SEAL :n= =w:x 1973 �,:�1 ��4�, 'A�?:O� //,/,��4�bnu un�N`a�°: By ��P�, "`- . Steven P. Anderson, Senior �ce President of Washington In[crnafional Insuranee Company & Senior Vice President ot North American Specialty Insuranee Company �.�r� `� D B'd M. Layman, Vice President of Wnshington IntemaHonal Insurance Company & Vice President of North American SpecisJty [nsurance Compnny •"��p,Z10N'� � "'"�cs� c��'�G�¢P�/��'sG�" �. �2� .SEA��';�� s o:� ;m � '��i �c�� y,��.�'��.� a 'f1 � � * \,ae �2nrwam�� IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this26th day of June 2012 , North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 26th day of June , 2012 , before me, a Notary Public personally appeazed Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President ofNorth American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICfALSEAL" ��,y�� 'l/ `�� DONNA D. SKLENS Notary Pubtie, State of Dlinois Donna D. Sklens, Notary Public My Commission F�pires 10/06/2015 I, Jeffrev Goldber� , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. . ,c� �'! ,. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this _ day of �' �'�'.' � , 20 . ��- Jeffrey Goldberg, Vice President & Assistant Secretary of Washington Intemational Insurance Company &: North American Specialty Insurance Company North American Specialfiy Insurance Company Vi/ashington Internationa[ [nsurance Company TEXAS CLAIMS INFORMATION IMPORTANT NOTICE ADVISO IMPORTANTE In order to obtain information or make a complaint: You may contacTJeffrey Goldberg, Vice President — Ctaims at 1-80Q-338-0753 Para obtener informacion o para someter un queja: Puede comunicarse con Jeffrey Goldberg, Vice President — Claims, al 1-80Q-338-fl753 You may cal( Washington Internationai tnsurance Company and/or North American Specialty insarance Campany`s toll-free number for information or to make a comptaint at: 1-8Q0-338-0753 You may also write to Washington International lnsurance Corr�pany and/or North Americarr Specialty lnsu�ance Company at the following address: 475 N. Martingale Road Suite 85Q Schaumburg, IL 60173 You may cantact the Texas Departrr►ent of tnsurance to obtain information on companies, coverages, rights ar complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (53 2) 475-1771 Web: htta:/Iwww.tdi.state.bc.us Emai{: ConsumerPratection@tdi.state.t�c.us PREMIUM OR CLAfM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first coniact the Washington lnternational [nsurance Campany and/or North American Specia[ty Insurance Company. If the dispute is not resolved, you may contact the Texas Department of tnsura�nce. Usted puede tlamr af numero de telefono gratis de Washingtan International Insurance Company andlor North American Specialty Insurance Company's para informacian o para someter una queja al: 1-800-338-0753 Usted tambien puede escribir a Washington lnternational Insurance Company a�d/or North Amencan Speciatty Insurance Company aL- 475 N. Martingale Road Suite 850 Schaumburg, fL 60173 Puede escribiral Departmento de Ssguros deTexas para obtener informacion acerca de cornpanias, coberturas, derechos o quejas al: '1-800-252-3439 Puede escribir al Departmento de Seguros de Texas: P.O. Box 149104 Austin, TX 787'i 4-9104 Fax: (512) 475-1771 Web: http:/Iwww.tdi.state.tx.us Email: ConsumerProtectioR@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAM05: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con e! Washington lnternational Insurance Company and/or North American Specialty insurance Company prime�o. Si no se resuelve la disputa, puede entonces comunicarse can el Departmento de Seguros de Texas, ATCACH TH1S NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POUZA This notice is for information only and does noi Este aviso es solo para proposito de inframacion y na become a part or condition of the attached se converte en parte o condicion del documento document. adjunto. Revised 5/12 475 N. Martingale Road, Suite 85Q, Schaumburg, IL &0173 '`'� � STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 STANDARD GENER.AL CONDITIONS OF TI� CONSTRUCTION CONTRACT � ; �� K 7►� � �i►�i y Page Article 1—Definitions and Terminology••----•---••-•---••••---••-•••---•-• ..........................•------..............-•-••••••--............1 1.01 Defined Terms-----•• ............................................................•-•••--......................................•--....••-•--..1 1.02 Terminology .............................••...............••-•--.......................•••-•--................................................6 Article2 —Preliminary Matters-•-• ........................................•-••-•••---••-•-•...........-•--•---•-..............--••-•-•-••-.............7 2.01 Copies of Documents .......................................................•••-••-.............-•-•............................---•---.. 7 2.02 Commencement of Contract Time; Notice to Proceed ...............•--•-•-.............•--.............••-•-........ 7 2.03 Starting the Work ..............................................................•---•--.............••------........................---•.... 8 2.04 Before Starting Construction .--••••-•••• .....................................•-••-•--•-•..............•-•--••••--................... 8 2.05 Preconstruction Conference---•--•-•-•-•-••----•-•--• .............................•••-••••--...............-----•-...................8 2.06 Public Meeting ...................................................•••-•---•....•-•••-..................................................---••• 8 2.07 Initial Acceptance of Schedules ............................................••---..................-••------........................ 8 Article 3— Contract Documents: Intent, Amending, Reuse ...............•-----•--•••.............-•••-•-........................---•- 8 3.01 Intent--•-•-•--• ..............................................................••••--•-••••---...............-•--...........................•----•... 8 3.02 Reference Standards.-••••• ..................................•--••-•-•....................•---..................•••--.....................9 3.03 Reporting and Resolving Discrepancies ..................••...............................................-•---•-•••--........9 3.04 Amending and Supplementing Contract Documents .............•-•----.............--••-•-•-•.............. ........ 0 3.05 ReuseofDocuments--••----•••••••--....--•--•--•-•---•--••• ...............................................••---......................10 3.06 Electronic Data-•• ................................................•-•---•••--..............................................................11 Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points .................................................•-----.............-•-••••--..............•-•......-•-....11 4.01 Availability of Lands .........................................................••--•-•................................-•••---....-•-....11 4.02 Subsurface and Physical Conditions ---••--••• .............................•--•--•--•..............-•--...---.................12 4.03 Differing Subsurface or Physical Conditions.-• ........................••---.................-----.......................12 4.04 Underground Facilities •--•---••••---•••--••-•-••-------••••--• .........................•-•••---.........-•••------...................13 4.05 Reference Points .......•-••-•--••--•-•••-•-•-•-••--• .................................•----................-•-•-•--.......................14 4.06 Hazazdous Environmental Condition at Site..•--•-•--•---•-• .................•--•-•---............•-••---......--•-•.....14 Article5— Bonds and Insurance ----------•-•--••---...-•-..........•••--••---•• ........................•----•............••-•---................ 5.01 Licensed Sureties and Insurers .............................••-••--•---------...............................•-•--••........•-- 5.02 Performance, Payment, and Maintenance Bonds-•••••• ....................•••--...................--•--........... 5.03 Certificates ofInsurance .......................................•-----•••----...............-•----•-.............-•-•----......... 5.04 Contractor's Insurance .............................................••••----..................-•--•-•--............................ 5.05 Acceptance of Bonds and Insurance; Option to Replace ....................................................... Article 6 — Contractor's Responsibilities .............................................. 6.01 Supervision and Superintendence ..................................... C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 16 16 16 16 18 19 ...........................••-..........19 ........--•• .........................••-19 6.02 6.03 6.04 6.05 6.06 6.07 6.08 6.09 6.10 6.11 6.12 6.13 6.14 6.15 6.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 Labor; Working Hours...-••-•-•-• ...............••----••-•••-•••--•••••---•--.....-•--.............---•.....-•-......................20 Services, Materials, and Equipment--•-•--• .....................................•-•-•---•--.............•--•••-•-•-•••••......20 ProjectSchedule• .............................•-•..........-•-•---•--•-••-••-••••-------•--............--•••-•••--........................21 Substitutes and "Or-Equals"-• .................••--••-•-•-----•-----•--•-•••••--•-•-........•-•..........--•-••-.........---.......21 Conceming Subcontractors, Suppliers, and Others ....................................................................24 WageRates ..............•-•-•-----••--•--•-••-•••••-•••---•---••••••-•-•••--.••-•-........--•-•••--•-..............-------•---....---.......25 Patent Fees and Royalties .....................................................••--......................-•-•...................-----26 Permitsand Utilities ..............•--•-•••.......-•-•-•---•••-...-•-•-•••-•--................................-•-•.......................27 Lawsand Regulations.----••---•••--•-•-•----••-•---•••-•--•••-•---•---•--•---•--•----• .......................................•---....27 Taxes..............................................................................................•---•--•--................-•-•-•--...........28 Useof Site and Other Areas .....................•-••-•---......................................--•--•••--•........................28 RecordDocuments.......•--•-••--•-• ..............................••••-••-••••--•••-••---.....•--.................•-••.........•--•-•-•29 Safetyand Protection --••••-• ..................•-----•---..............................................................................29 SafetyRepresenta.tive--•-••--•-•--------••-------•--•-------•-•--• ...............••-•................---•••-•--•-......................30 Hazard Communication Programs •-•----••--•--...••••--•--••-•----••----• ....................................................30 Emergencies and/or Rectification--•--•-•-•••-••--•--••• .....................................•-•-----•----......................30 Submittals...................................................................................................................................• 31 Continuingthe Work---•-•--••--•---••-• .....................•-••---•-•-...•--•••-•-•----.....................-----•--•-......•••••---.32 Contractor's General Warranty and Guarantee•• ............................••--•-•••••--•••----..........•-••..........32 Indemuification-•---•-•-•--•••-•-----•-----•-•----•---•----•--•------•-• .............................•---•--••--........................33 Delegation of Professional Design Services ••••----•--• .............................••---....--•-..............--•--.....34 Rightto Audit .............•-•--••--••---...............................•---••--•-•-•--.....................--•-•--•--••-.............. 34 Nondiscrimination..............................................................•--•.•--•••--•---•--•----.........---•-••-..........-•-•- 35 Article �- Other Work at the Site.•• .............................................................••-•--•-••--•-..................-••----•...........35 7.01 Related Work at Site ...................................................................•-•-•---•-•................-••---•........••---•35 7.02 Coordination--•----••---•••-••--•--------•---•-••----•••--•--•----••-• ................................•••-•-••--•--•-.......--•••--.........36 Article 8 - City's Responsibilities .....................................................••---••-•--•-•-•......................-•--•-•••........--•---.36 8.01 Communications to Contractor ............................•--------•-----•--•.....................----•-•----•-........--•--•--•.36 8.02 Furnish Data.•--•-----••-••-•-••--•--•••--••••---•--•-•-• ............................•-•-•----•---...................--•--••-•-•-.......•--•.36 8.03 Pay When Due ....-•-------•••---•-•••-•...........-•••--•-.........-•-•••••• ...............••---••---•................-•-•-•.............36 8.04 Lands and Easements; Reports and Tests........-•-......--•--••--••-• ..............................•......................36 8.05 Change Orders•---•-•-•-• ................•-•••-•••-•---....................-•-•-----•-----.....................-•----•--•..................36 8.06 Inspections, Tests, azidApprovals........-•••-•••••----• ..................................•••---•-•••.......-•---.........---•-36 8.07 Limita.tions on City's Responsibilities ..............•...••---.........................-•-••--••-•--..............-•--.....••-37 8.08 Undisclosed Hazardous Environmental Condition..--••-• ........................••-•-------..........----...........37 8.09 Compliance with Safety Program......--••••-•-•------•••---• ..................••--•-•-•.................----•---•--...........37 Article 9- City's Observation Status During Construction ---• .........................•-••----•-•-•-...........-----••..........•••- 37 9.01 City's Project Representa.tive ........--•-••-••-----• ..................•-•••-•----•--•-•••-•••..........••--•---•---.....-••-•--...37 9.02 Visitsto Site ....................••-••••--•-••-•--.....--•-•---•••-..................--••-•••--•••-•-•.................-•-••..........------.37 9.03 Authorized Variations in Work •----••-•----•••-•••• ......................•••-•----•.............-•--•--•••-•-........-•--•-•....38 9.04 Rejecting Defective Work ..............................••--••-••---•.....................-•-•--•-..............-••••----...........38 9.05 Determinations for Work Performed ....................•---•••---••---....................-••-...............................38 9.06 Decisions on Requirements of Contract Documents and Accepta.bility of Work .....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIfTCATION DOCUMENTS Revised: November 9, 2011 Article 10 - Changes in the Work; Claims; Extra Work ................. 10.01 Authorized Changes in the Work ................................ 10.02 Unauthorized Changes in the Work ............................ 10.03 Execution of Change Orders...•--•-•-•-••••-•---••----•-•--••-•-•-• 10.04 Extra Work ...............................••••-............................... 10.05 Notification to Surety ..................••••-••••--••-•---............... 10.06 Contract Claims Process .........-•-•-•--••••••-•••-••--•-•........... ......••••-••........... -•--••--• ............... ......--•• .............. •--•----• ............... ........-•--•••••....... ......... • • • •........... ..-•-••• ................ .............•---• •-.............. 3 8 .........-• ....................... 3 8 .................................. 39 ..........••----• .................39 ................... ............... 3 9 .................•--•-•........... 39 ................•--•-•--...---.... 40 Article 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost ofthe Work•--• ..............................................••-•-...........................•--•-----•-•-•-....................--•.41 11A2Allowances..-•••---•••-•--• ........................................................................••----•-•-..........................--•--43 11.03 UnitPrice Work ............................••--•-•-••--•-•--•-•---•-------•••--•---.............................-•-------•-••••-----.....44 11.04 Plans Quantity Measurement-----•----•--• .................••-•••••----•-•--••-•-...............................-••••.............45 Article 12 - Change of Contract Price; Change of Contract Time .................................................................46 12A1 Change of Contract Price ..............•-•----••-•-•---•-•--•-----...........................................-•-••-•.................46 12A2 Change of Contract Time.......--•-••--•-•--••-.....-----• ..............•--•---•-..........................---•----••-..............47 12.03 DelaYs-•-•--•••••---• ..........................................................................................•-•-.............................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects .....................••-•-•-•--••--••--•--•••--••-•---...................................-•-------•--...................48 13.02 Access to Work ••-•--•-•-•-•-•-••--•----•• ................................•-•-•--•--•--.............................................--••-.48 13.03 Tests and Inspections •---••-•-•••••-•----•• ..........................•--••--•-••-•--.................................•---......•--•....48 13.04 Uncovering Work--• ......................................................................•-•.......----•..................---...........49 13.05 City May Stop the Work ........................................ ...........-•-•-•-----•--•.....• ....................•-•--....-•------ 13.06 Correction or Removal of Defective Work.---••-••-••• ........................................••--••--•--................50 13.07 CorrectionPeriod•••••-•--------•---•----••-•-•--••• .................•---••--•••--..................................-•-•••-•--••-----....50 13.08 Acceptance of Defective Work.........--•--•-•-••-•• .....................................•-•-•-•---•-••----.....................51 13.09 City May Correct Defective Work ........•-•-••-•-•-•--••---•• ...................................•-----••-••.................. 51 Article 14 - Payments to Contractor and Completion .............................................. 14.01 Schedule of Values----• ...................................................................•------- 14.02 Progress Payments ••--••-•--•-----••-•• ...................................•-•••••--••--•-••-...... 14.03 Contractor's Warranty of Title ...--•• ..........................•----•••-•--•-•--........... 14.04 Partial Utilization .................•---•-----••---•-••-..............-•-•--•........................ 14.05 Final Inspection ......................••--•--•--...•-------•--•--••------•----....................... 14.06 Final Acceptance ................•--......•--•-••-•---•--........-•-••---••-........................ 14.07 Final Payment .....................•-----•-••---•-•-•--...............---•-•-•--•-•................... 14.08 Fina1 Completion Delayed and Partial Retainage Release .................. 14.09 Waiver of Claims -•--•--•------••• ............................................•----•--••••-•---•--- -•-•••-----• ........................ 52 .....................•-•--.......--- 52 ...................••--•-••---•--... 52 ................•----•.............. 54 ........-•• ......................... 55 ......-•• ........................... 55 ..•---•-•-----• ..................... SS ........--• ......................... 56 .............................•--•--. 56 ................•--•-•---...----.... 57 Article 15 - Suspension of Work and Termination .............................................•---•........................----......---• 57 15.01 City May Suspend Work .................••-••----••------•-----•-•••••-•---•--....................••••-•--•---......................57 15.02 City May Terminate for Cause -•-•-••••••--•--......-•-•----•--•-•-•••----• .............................•-••---•-•--....---......58 15.03 City May Terminate For Convenience ..................................•••---•---•••-..........................---......----60 Article 16 - Dispute Resolution ............................•••-••••--••-•.....••-•-•--•••---....................................-•-•••-.............. 61 16.01 Methods andProcedures.--•----•--•• ..............................................•----•-•••••--.......................-••-...•-•---61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS Revised November 9, 2011 Article17 — Miscellaneous •••-••-•--•--•--•--•-••--••-•••----••--•-•--•-••-•-•---••--......--•--•--•--•• .................••............................. 62 17.01 GivingNotice--•---• .........................•-•--...............---•.................-•-••••...............••••-•..............•-••••--•--62 17.02 Computation of Times -•-•--•-••-•-•--...--•-...-•-•---•--•-•••--•---•-•-• ................•••----•--............------•-•--••-•--.....62 17.03 Cumulative Remedies ..................•-•-•-•-...............••-.............--•••-•--•-............-•-•--•••-...................•-•-62 17.04 Survival of Obligations.--•-••-••--•---•••---•-•-----•-••--•-••----•-•---• ..................••••----•..............--•••••--••--•.....63 17.05 Headings--•-•-••••---• ..............................................•••-••-........•--•-••---...............-----.......................-•---• 63 CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00�2oo-i GENERAL CONDITIONS Page 1 of 62 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Condirions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singulaz 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, teims with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, conect, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be perfoxmed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business da.y is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, ZOl l 00�200-2 GENERA� CONDITIONS Page 2 of 62 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its goveming body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attomey of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim A demand or assertion by City or Coniractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representa.tions, or agreements, whether written or ora1. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Conlractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as sta.ted in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Tim�—The number of days or the da.tes sta.ted in the Agreement to: (i) achieve Milestones, if any and (ri) complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-3 GENERAL CONDITIONS Page 3 of 62 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherovise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representa.tive, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transporta.tion Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTfi STANDARD CONSTRUCTION SPECINiCATION DOCUIvih'NTS Revised: November 9, 2011 00 72 00 - 4 GENERAL CONDITIONS Page 4 of 62 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property e�osed thereto. 41. Hazardous Waste—Hazazdous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and a11 governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or personal properiy. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Mileston�A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perfomi the Work specified in Contract Documents. 48. PCBs Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mi�ced with other non-Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIt�iCATION DOCUMENTS Revised: November 9, 2011 00 �2 00 - s GENERAL CONDITIONS Page 5 of 62 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Representative—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Mate�ial—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples Physical examples of materials, equipment, or worlananship that are representative of some portion of the Work and which establish the standazds by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepazed and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of i�alues A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being fiunished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands fiunished by City which are designated for the use of Contractor. 61. Specifzcations—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and warkmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontr-actor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the perforniance of a part of the Work at the Site. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCiJN1GNI'S Revised: November 9, 2011 007200-6 GENERAL CONDITIONS Page 6 of 62 63. Submittals All drawings, diagrams, illushrations, schedules, and other data or information which aze specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award 65. Superzntendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which a�nends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Conlractor or with any Subcontractor to furnish materia.ls or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, t�mnels, or other such facilities or atta.chments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Przce Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and fumislung, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Cef-tain Terms or Adjectives: C1TY OF FORT WOR'Tfi STANDARD CONSTRUCTION SPECIFICATION DOC[JMENTS Revised November 9, 2011 007200-7 GENERAL CONDITIONS Page 7 of 62 l. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of li.ke effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "accepta.ble," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a fimctioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, PetfoYrrc, Provide: 1. The word "Furnish" or the word "Install" or the word "Perfoim" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, sha11 mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-laiown technical or construction industry or trade meaning are used in the Contract Documents in -- accordance with such recognized meaning. ARTICLE 2 — PRELIA�TARY MATTERS 2.01 Copies of Documents City shall fumish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be fiunished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS Revised November 9, 2011 007200-8 GENERAL CONDITIONS Page 8 of 62 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereo fl to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamiined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. S�im�ilar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-9 GENERAL CONDITIONS Page 9 of 62 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subpazagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations l. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Repof-tingDiscrepancies: 1. Cont�-actor's Review of Contract Documents Before Starting Work. Before undertaking each part of the Work, Contractor sha11 carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measuremen.ts and conditions. Conbractor shall promptly report in writing to City any conflict, enor, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretaxion or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents Dur-ing Performance of Work. If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTfi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 oo�zoo-io GENERAL CONDITIONS Page 10 of 62 6.17.A) until an amendment or supplement to the Conlract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents tmless Contractor had actual lmowledge thereof. B. Resolving Discrepancies: l. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govem over those shown in the proposal. 3.04 Amending and Supplementing Contf-act Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: l. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse ofDocuments A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereo fl prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on e�ensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00�2oo-il GENERAL CONDITIONS Page 11 of 62 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data fumished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are fiunished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. � B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the daxa's creator. ARTTCLE 4— AVAII.,ABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; AA7.ARAOUS ENVIRONMENTAL CONDTTIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall fumish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in - accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstrucrions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall fiunish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-12 GENERAL CONDITIONS Page 12 of 62 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reporis and Drawings: The Supplementary Conditions identify: l. those reports l�own to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings l�.iown to City of physical conditions relating to e�cisting surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contf-actor on Technical Data Authorzzed.- Contractor may rely upon the accuracy of the "technical da.ta" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical da.ta" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawin.gs; or 3. any Contractor interpreta.tion of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-13 GENERAL CONDITIONS Page 13 of 62 then Contractor shall, promptly after becoming aware thereof and before further disturbing the --- subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: l. Contractor laiew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or- Indicated: The information and data shown or indicated in the Contract Documents - with respect to eausting Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: l. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locati.ng all Undergrotmd Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: l. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any C1TY OF FORT WORTH STANDARD CONSTRUCITON SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-14 GENERAL CONDITIONS Page 14 of 62 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of e�sting utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Re, ference Points A. City shall provide engineering surveys to esta.blish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not cazelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Repof-ts and Drawings: The Supplementary Conditions identify those reports and drawings lrnown to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contj-actor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical da.ta" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completen.ess of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-15 GENERAL CONDITIONS Page 15 of 62 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other daxa., interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretaxion of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or infoimation. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specificarions or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by _ Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (u) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confum such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until a$er City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suita.ble for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold harmless City, from and against all claims, costs, Zosses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all couf-t or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contf-actor or by arryone for whom Contj-actor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify arry individual or entity ff-om and against the consequences of that individual's or entity s own negligence. H. The provisions of Pazagraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-16 GENERAL CONDITIONS Page 16 of 62 ARTICLE 5— BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and ma.intained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the Sta.te of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Perfonnance, Payment, and Maintenance Bonds A. Contractor shall fumish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor sta.tute, 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 fumish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Fina1 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 Accepta.ble 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 declazed bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event givi.ng rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certifzcates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintai.n. l. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 oo�zoo-i� GENERAL CONDITIONS Page 17 of 62 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 cazrier names as listed in the current A.M. Best Properry & 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 a11 rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, a.11 required insurance sha11 be written on the "occurrence basis". If coverage is undervvritten 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 da.te. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Fina1 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 msurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price sha11 be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage sha11 be approved by the City in regards to asset value and stockholders' equity. In CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 oo�zoo-is GENERAL CONDITIONS Page 18 of 62 lieu of traditional insurance, altemative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 da.ys, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limita.tions, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational siclrness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIF'ICATION DOCUMENTS Revised: November 9, 2011 00 72 00-19 GENERAL CONDITIONS Page 19 of 62 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, uniess the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to mai.ntain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "auy auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notifzcation of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor sha11 provide to the City such additiona.l information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City sha11 notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILTTIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and e�ciently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOC'UMENfS Revised: November 9, 2011 00 �z oo - zo GENERA� CONDITIONS Page 20 of 62 B. At all times during the progress of the Work, Contractor shall assign a competent, English- spealdng, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representa.tive at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suita.bly 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 wit�out City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 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 Thursda.y 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Conlractor 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 fiunish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF'ICATION DOCUMENTS Revised: November 9, 2011 oo�zoo-zl GENERAL CONDITIONS Page 21 of 62 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. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 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 Pazagraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification Ol 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 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 qualiiy required. Unless the specification or description conta.ins or is followed by words reading that no like, equivalent, or "or-egual" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similaz 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 6.OSA.1, a proposed item of material or equipment will be considered functionally equal to an item so named if a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �a oo -zz GENERA� CONDITIONS Page 22 of 62 2) it will reliably perform at least equally well the function and achieve d�e 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 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 6.OS.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 fiunish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general desigu; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the e�ent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) 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; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 oonoo-� GENERA� CONDITIONS Page 23 of 62 c) 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: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and - 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 Cla.ims 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 e�cpressly required by the Contract Documents, Contractor may fiurnish or urilize a substitute means, method, tecbnique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discrerion, 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 6.OS.A.2. C. City s Evaluation: City will be allowed a reasonable time within which to evalua.te each proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require Contractor to furnish additional da.ta about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute wi]1 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 e�cpense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold haf-mless City and anyone directly or indiYectly employed by them from and against any and all claims, damages, Zosses and expenses (including attorneys fees) arising out of the use of substituted matef-ials or equipment. E. City's Cost Reimbursement: City will record City's costs in evalua.ting a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Conbractor 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 (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contf-actor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 24 GENERAL CONDITIONS Page 24 of 62 G. City Substitute Reimbursement: Costs (savings or chazges) attributa.ble to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Conceming Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those accepta.ble to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, aud will provide such requirements in the Supplementary Conditions. D. Minority and Women Owned Business Enterp�ise Compliance: It is City policy to ensure the full and equita.ble 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 goa1, Contractar 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 infoimation 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 Ordin:ance. 3. Contractor shall, upon request by City, allow an audit and/ar 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 in accordance with Paragraph 15.02.A. 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. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities perfomiing or fumishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothin.g in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCITON SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �z oo - as GENERAI CONDITIONS Page 25 of 62 l. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and an.y such Subcon�ractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Coniractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Govemment 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 inform.ation, including a complaint by a worker, conceming an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City sha11 make an initial determination, before the 31 st 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 Contiractor 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 clauned by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 00 72 00 - 26 GENERAL CONDITIONS Page 26 of 62 D. Arbitration Required if Yiolation 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 azbitration 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 llth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (u) 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. Progr�ess Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particulaz invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actuall�owledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contz-actor shall indemn� and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �a oo -a� GENERAL CONDITIONS Page 27 of 62 the incorporation in the Work of arcy invention, design, process, product, or device not spec�ed in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for a.11 construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and Zicenses. City will obtai.n and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the pemut. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Depart�nent of Transportation Permits 2. U.S. Army Corps of Engi.neers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance - with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work lrnowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �z oo -zs GENERAL CONDITIONS Page 28 of 62 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not lmown at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the ta�c, said exemption certificate to comply with Sta.te Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax sha11 be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings perta.ining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sa1es Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Conlractor shall confine construction equipment, the storage of materiats and equipment, and the operations of workers to the Site and other azeas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is canying 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 aze in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOC[TMENTS Revised: November 9, 2011 00 72 00 - 29 GENERA� CONDITIONS Page 29 of 62 3. Should any Damage Cla.im 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 PaYagraph 6.21, Contractor shall indemn� and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to arcy claim or action, Zegal or equitable, brought by arry such owner or occupant against City. _ B. Removal of Debris During Peff'ormance of the Work.• Contractor shall keep the Site and other areas free from rubbish, and other debris. Removal and disposal of such __ debris shall conform to applicable Laws and Regulations. During the progress of the Work accumulations of waste materials, waste materials, rubbish, and other C. Site Maintenance Cleaning: 24 hours a$er written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractar 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 Coniractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Fina1 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 Wark E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the siructure, nor shall Contractar subject any part of the Work - or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda., Change Orders, Field Orders, and written interpreta.tions and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-30 GENERAL CONDITIONS Page 30 of 62 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 properiy 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 a11 applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or properly at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CTTY OF FORT WORTFi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00'72 00 - 31 GENERAL CONDITIONS Page 31 of 62 changes in the Work or variations from the Contract Documents have been caused thereby or are - required as a result thereof. If City determines that a change in the Contract Documents is _ required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed The written notice shall direct attention to the discrepant condition and request the Contractar to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. l. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When. Submittals are submitted for the purpose of showing the insta.11ation 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 e�ected 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 da.ta as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-32 GENERAL CONDITIONS Page 32 of 62 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, confonn to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a fiuictioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representa.tion of Contractor's warranty and guarantee. B. Contractor's warranty and guazantee hereunder excludes defects or damage caused by: abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, ZOl 1 00 72 00 - 33 GENERAL CONDITIONS Page 33 of 62 2. nonnal wear and tear under normal usage. C. Co��tractor's obligation to perfo�n and complete the Work in accordance with the Contract Doc;uments 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. :recommenda.tion or payment by City of any progress or final payment; 3. the issuance of a certificate of Fina1 Acceptance by City or any payment related thereto by �City; 4. �use or occupancy of the Work or any part thereof by City; 5. ,�.ny review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to _ other work or properly resulting therefrom which shall appear within a period of two (2) years from the da.te of Final Acceptance of the Work unless a longer period is specified and shall furn:ish a good and sufficient ma.intenance bond, complying with the requirements of Article SA2.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnificafion A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own ezpf�nse, 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 o�icers, agents, employees, subcontractors, licenses or invitees under this Contrac� THIS INDEMNIFICATION PROVISION IS SPECIEICALLY INTENDED TO OP�:RATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF T'HE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PAF:T, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity pro�zsion is intended to include, without limitation, indemnity for costs, ezpenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Con�lractor covenants and agrees to indemnify and hold harmless, at its own egpense, the City, its officers, servants and employees, from and against any and all loss, damage or dest�ruction of property of the City, arising out o� or alleged to arise out of, the work and serviices to be performed by the Contractor, its officers, agents, employees, subcontractors, licen,sees or invitees under this Contract. TffiS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTR�UCTION SPECTFICATION DOCUMENTS Revised: November 9, 2011 00 '72 00 - 34 GENERAL CONDITIONS Page 34 of 62 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Doc�.unents, 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 beaz such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals perfonned by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Pazagraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractar agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in. compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subconiract, and further, that City shall have access during Regular Working Hours to all C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-35 GENERAL CONDITIONS Page 35 of 62 Subcontractor facilities, and shall be provided adequa.te and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and 'unplementing tiransit- 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 Vl, Civil Rights Act of I964 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. - � ' 1 �'_I_ _� � _�_�_ � _ . y_:1_ M y 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is perfor�ung other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opporhinity 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 resvlts of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOC[7NIENTS Revised: November 9, 2011 00 72 00-36 GENERAL CONDITIONS Page 36 of 62 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shal.l timely fu.mish the da.ta required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of e�cplorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 37 GENERAL CONDITIONS Page 37 of 62 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Progf-am While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9— CITY'S OSSERVATION STATUS DURING CONSTRUCTION 9.01 City s Project Representative City will provide one or more Project Representative(s) during the consiruction period. The duties and responsibilities and the limitations of authority of City's representative during consiruction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-38 GENERAL CONDITIONS Page 38 of 62 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and aze compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perfornl the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Dete�rzinationsfor WorkPerf'ormed Contractor will determine the actual quantities and classifications of Work performed City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred C. City's written decision on the issue refened will be final and binding on the Contractor, subject to the provisions of Pazagraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Con�ract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-39 GENERAL CONDITIONS Page 39 of 62 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: l. changes in the Work which are: (i) ordered by City pursuant to Paragraph lO.Ol.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's conection of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time far Work actually performed. 10.04 Extt•a Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall fiunish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Coniractor incurs as a result or relating to the change or Extra Work, whether said costs are l�own, unlrnown, foreseen or unforeseen at that time, including without limitaxion, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notifzcation to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �a oo -ao GENERAI CONDITIONS Page 40 of 62 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Clailns. B. Notice: l. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data. shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Conlract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City s Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of fiuther resolution of the Contract Claim, such notice shall be deemed a denial. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-41 GENERAL CONDITIONS Page 41 of 62 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjust�nent in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.O1 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which sha11 include social security contributions, unemployment, excise, and payroll t�es, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of perfonning Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, sha11 be included in the above to the extent authorized by City. 2. Cost of all materials and equipment fiunished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CiTY OF FORT WORTfi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 00 72 00-42 GENERAL CONDITIONS Page 42 of 62 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Coniractor shall obtain competitive bids from subcontractors accepta.ble to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in. the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary h�ansportation, travel, and subsistence expenses of Contractor's employees incurred in dischazge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which aze consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sa1es, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the perfoimance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone direcfly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and e�cpenses shall be included in the Cost of the Work for the purpose of detemvining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone ca11s, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTfi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 43 GENERAL CONDITIONS Page 43 of 62 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: l. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attomeys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications refened to in Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which aze to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a - Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. - D. Documentation: Whenever the Cost of the Wark for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City - an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be accepta.ble to City. B. Pre-bid Allowances: l. Contractor agrees that: CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �2 00 -a4 GENERAL CONDITIONS Page 44 of 62 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determi.nations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUME'NTS Revised: November 9, 2011 00 72 00 -45 GENERAL CONDITIONS Page 45 of 62 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be aYnended by a Change Order. 3. If no unit prices e�cist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the chazacter of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantiry stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than '75% of the original quantity stated in the Contract, then either parry to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjuslment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantitY- D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantitY- CITY OF FORT WORTfi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �z oo - a6 GENERAL CONDITIONS Page 46 of 62 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIlViE 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: l. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Pazagraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Pazagraph 12.O1.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C). C. Contractor s Fee: The Contractor's additional fee for overhead and profit shall be deteimined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.O1.A3, the Coniractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 1 l.Ol.A.4 and 11.O1.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Pazagraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 47 GENERAL CONDITIONS Page 47 of 62 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under --- Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be --- in excess of 25%; c. no fee sha11 be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and 11.O1.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Coniractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contf-act Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and a11 court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �2 00 -aa GENERAL CONDITIONS Page 48 of 62 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual lrnowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personuel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Wark (or part thereo fl to be inspected, tested, or approved, Contractor sha11 assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and fiunish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Deparhnent of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. l. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 -49 GENERAL CONDITIONS Page 49 of 62 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Fina1 Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. l. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attomeys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 00 �a oo - so GENERAL CONDfTIONS Page 50 of 62 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Con�ractor 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, azchitects, attomeys, 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 a.11 costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Pazagraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in. Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: l. 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 conect 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 clai.ms, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 oo�zoo-si GENERAL CONDITIONS Page 51 of 62 C. In special circumstances where a particulaz item of equipment is placed in continuous service before Final Acceptance of a11 the Work, the correction period for that item may start to nm from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Pazagraph 13.07, the correction period hereunder with respect to such Work may be required to be e�ended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written. notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance ofDefective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) ariributable to Ciiy's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Fina1 Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Docwnents, City may, after seven (�) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representa.tives, 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, attomeys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 �a oo - sz GENERAL CONDITIONS Page 52 of 62 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 rnmder this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Yalues The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payrrzents: l. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the da.te of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suita.bly stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documenta.tion warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor sta.ting that previous progress payments received on account of the Work have been applied on account to dischazge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-53 GENERAL CONDITIONS Page 53 of 62 B. Review ofApplications: l. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for -- refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying da.ta and schedules, that to the best of City's lrnowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Fina1 Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such e�ctent as may be necessary to protect City from - loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 00 72 00 - 54 GENERAL CONDITIONS Page 54 of 62 e. City has actual l�owledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage sha.11 be five percent �5%)- D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per da.y specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual laiowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld City shall pay Contractor the amount so withheld, or any adjushnent thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOC[JMENTS Revised: November 9, 2011 00 �z oo - ss GENERAL CONDITIONS Page 55 of 62 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately fimctioning 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: l. 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.OS.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 Finai Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made aga.inst the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 56 GENERAL CONDITIONS Page 56 of 62 14.07 Final Payment A. Application for Payment: l. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affida.vits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due an.d payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retai.nage stipulated in Paragraph 14.02.C, and if bonds have been fumished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcvised: November 9, 2011 00 �a oo - s� GENERAL CONDITIONS Page 5'7 of 62 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and perfounance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amo�ant retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERP�IINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fu� the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be detexmined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become danzaged 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. D. Contractor may be reimbursed for the cost of moving his equipment off the job and retuming the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-58 GENERAL CONDITIONS Page 58 of 62 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's MWBE ordinance established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or worl�nanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or banknipt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Pazagraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the e�ent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 da.ys after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within. 15 consecutive calendar da.ys after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisedd November 9, 2011 00 72 00 - 59 GENERAL CONDITIONS Page 59 of 62 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and -- take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem e�edient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's fa.ilure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. "" C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven da.ys of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any _ retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIf'ICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 60 GENERAL CONDITIONS Page 60 of 62 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the teunination to the Contractor specifying the extent to which performance of Work under the contract is temunated, and the date upon which such teimination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the da.te and to the e�ent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the perFormance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the e�ent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the term.ination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termi.nation; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the properiy related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the tex�iination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-61 GENERA� CONDITIONS Page 61 of 62 D. Not later than 15 da.ys thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 da.ys after the notice of termination, the Contractor shall submit his temiination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly ariributable to texmination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall detemiine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anricipated profits or revenue or other economic loss arising out of or resulting from such ternunation. A.RTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request far mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Pazagraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after terminarion of the mediation unless, within that time period, City or Contractor: CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-62 GENERAL CONDITIONS Page 62 of 62 l. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other parly of the intent to submit the Contract Claim to a court of competent jurisdiction. A.RTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an o�cer 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 l�own to the giver of the notice. B. Business address changes must be promptly made in. writing to the other pariy. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confumation of receipt by the receiving party. 17.02 Computation of Times When any period of tune 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 Saturda.y or Sunday or on a da.y made a legal holida.y the next Working Day shall become the last day of the period. 1�.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 63 GENERAL CONDITIONS Page 63 of 62 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Conrtact or tegrunation of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these Genera.l Conditions. CiTY OF FORT WORTfi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 007300-1 SUPPLEMENTARY CONDTTIONS Page 1 of 5 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented All provisions of the General Conditions wluch are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following aze instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications and Specifications shall govem over standazd details. SC-4.OlA Easement limits shown on the Drawing are approlcimate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.OlA.l., "Availability of Lands" The following is a list of lmown outstanding right-of-way, and/or easements to be acquired, if any as of November 2012: Outstanding Right-Of-Way, and/or Easements to Be Acqnired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None None None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contiractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.O1A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated C1TY OF FORT WORTfi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 12, 2012 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 00 73 00 - Z SUPPLEMENTARY CONDITIONS Page 2 of 5 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 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of November 2012: EXPECTED UTILITY AND LOCATION OWNER None None None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City_ SC-4.02A., "Subsnrface and Physical Conditions" The following aze reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to e�sting surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardons Environmental Conditions at Site" The following are reports and drawings of e�cisting hazazdous environmental conditions lmown to the City_ None SC-5.03A., "Certificates of Insurance" The entities listed below aze "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: CDM Smith Inc., Jaster-Quintanilla Dallas, LLP, Gupta and Associates Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A_ Statutory limits Employer's liability $100,000 each accidentloccurrence $100,000 Disease - each employee $500,000 Disease - policy limit CTI'I' OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 12, 2012 TARGET DATE OF ADNSTMENT VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 50 51 52 53 54 55 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the Generai Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Pazagraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C_, which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits aze acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks. None The Contractor shall conduct its operations on railroad properkies 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 raikoad company and be prepazed 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. 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 properry: (1) General Aggregate: (2) Each Occurrence: Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 12, 2012 None None X Not required for this Contract VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 With respect to the above outlined insurance requirements, the following shall govem: 1. 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 sepazate locations on the line or lines of the same railroad company, sepazate coverage may be required, each in the amount stated above. 2. 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-way, the Contractor may be required to provide sepazate insurance policies in the name of each railroad company. 3. If, in addition to a grade sepazation 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 sepazation or at- grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. 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. 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. 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 raikoad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: GC-6.7 Prevailing Wage Rates — 2008 and 2010 <Buzzsaw location, Resources/02-Construction Doctnnents/Construction Specification Book/OS-General and Special Condtions/05.9-Wage Rate M&C 7-8-08.pdf> SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are lmown permits and/or licenses required by the Contract to be acquired by the Con�actor: None SC-6.09B. "City obtained permits and licenses" The following are lmown permits and/or licenses required by the Contract to be acquired by the City: None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 12, 2012 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 00 73 00 - 5 SUPPI.EMENTARY CONDITIONS Page 5 of 5 1 SC-6.09C. "Outstanding permits and licenses" 2 3 The following is a list of la►own outstanding permits and/or licenses to be acquired, if any as of November 4 2012: 5 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None None None 7 8 SC-7.02., "Coordination" 9 - 10 The individuals or entities listed below have contracts with the City for the performance of other work at 11 the Site: 12 Vendor Sco e of Work Coordination Authori P er Lawson Dee Bed Filter Modifications Ci CDM Smith FIM #4 SCADA System City R lacement TBD Gravity Belt Thickener City Im rovements TBD Plant Routine Maintenance on City Secon Clarifier Mechanisms 14 15 SC-8.01, "Communications to Contractor" 16 17 Refer to specification section O1 12 16 for communication with Owner on plant shutdowns. 18 19 SC-9.01., "City's Project Representative" 20 21 The following fum is a consultant to the City responsible for construction management of this Project: 22 23 CDM Smith Inc. 24 25 SG13.03C., "Tests and Inspections" 26 27 None 28 29 SC-16.O1C.1, "Methods and Procedures" 30 31 None 32 33 34 35 END OF SECTION CTTY OF FORT WORT'H VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Project No. 02073 Revised September 12, 2012 Division Ol General Requirements THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 oi iioo-i SUNIMARY OF WORK Page 1 of 3 1 2 3 PA.RT 1- GENERAL 4 1.1 SLfNIlVlARY 5 6 � 8 9 10 11 12 13 14 1.2 SECTION Ol 11 00 SUMMARY OF WORK A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. See para�araph 1.4.C3.c for deletions and 1.4.C.4-9 for additions. 2. See paza�raph 1.4.D for deletions. 3. See para�raph 1.5 for additions. C. Related Specification Sections include, but aze not necessarily limited to" 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirernents 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 sepazate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 A.DMINISTRATIVE REQUIREMENTS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Wark Covered by Contract Documents 1. Work is to include fumishing all labor, materials, and equipment, and performing ail Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work l. Any and all Work specifically govemed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy oniy portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 oi u oo-z SUMMARY OF WORK Page 2 of 3 1 a. A reasonable amount of tools, materials, and equipment for construction 2 purposes may be stored in such space, but no more than is necessary to avoid 3 delay in the construction operations. 4 b. Excavated and waste materials shall be stored in such a way as not to interfere 5 with the use of spaces that may be designated to be left free and unobstructed 6 and so as not to inconvenience occupants of adjacent property. 7 . � 8 . 9 10 . 11 4. Contractor shall limit his use of the premises for Work and for stora�e to allow for 12 work bv other Contractors and Owner occupancv. 13 5. If directed by the Owner, move anv stored items that interfere with operations of 14 the Owner or other Contractors. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 6. Obtain and nav for use of additional storaQe or work azeas as needed to perform Work. 7. Anv dama�es to existing facilities, includin� contamination, which mav be caused by Contractor's personnel, callers, visitors, materials or equinment, shall be repaired or corrected at the sole expense of the Contractor. 8. Anv fence that is dama�ed or removed bv the Contractor shall be replaced at the Contractor's expense in like ldnd, and to the satisfaction of the En�ineer. 9. Owner will occupy the premises during the entire period of construction for the conduct of his normal operations. Cooperate with Owner in all construction o�erations to minimi�e conflic� and to facilita.te Owner's usa�e. . �. . ■ 34 . , , , , 35 , , , , , 36 , , , , , 37 ,� 38 . 39 . 40 . 41 . 42 �x� 43 . � > > > > > 45 . C1TY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUC'TION SPECIFICATTON DOCUMENTS City Project No. 020'73 Revised July 1, 2011 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 Ol i100-3 SUMMARY OF WORK Page 3 of 3 > > � e� 6. �'-e�o �revt�e-s�e-ses� • � , � � �� 1.5 SUBMITTALS A. Plan of Operations 1. Submit a plan of operations, desiQnating,proposed azeas of the propertv to be used for his operations, material stora�e, equipment stora�e, employees parkin�, offices and shops. The area shall affect minimal interference with the present onerations. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALTTY ASSURANCE [NOT USEDj 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WA�Y [NOT USED] PART 2 - PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 30 31 32 33 34 35 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 011216-1 CONSTRUCTION SEQUENCE Page 1 of 6 `a 3 PARTl- GENERAL SECTION Ol 12 16 CONSTRUCTION SEQUENCE 4 1.1 GENERAL REQUIREMENTS 5 A. Furnish all labor, materials, equipment, tools, services and incidentals to complete all 6 work required by the Specifications and as shown on the Drawings at the Village Creek 7 Water Reclamation Facility (VCWRF) for the Bar Screen Building No. 3 Rehabilitation 8 Proj ect. 9 B. Perform work complete, in place, and ready for continuous service, and include repairs, 10 testing, peimits, cleanup, replacements and restoration required as a result of damages 11 caused during this construction. 12 C. All materials, equipment, skills, tools and labor which is reasonably and properly 13 inferable and necessary for the proper completion of the work in a substantial manner 14 and in compliance with the requirements stated or implied by these Specifications or 15 Drawings shall be furnished and installed by the Contractor without additional 16 compensation, whether specifically indicated in the Contract Documents or not. 17 D. Maintain the submittal drawing, equipment delivery schedules and time frames of the 18 equipment suppliers to complete this project in the allocated time as stipulated in the 19 Agreement. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 E. Bypass pumping requirements are specified under Specification Section 33 12 10. F. The intent of construction phasing as specified herein and as shown on the Drawings is to maintain the maacimum possible level of transmission and distribution of flow throughout the construction process, and to facilitate coordination of the Work to ensure sufficient treatment capacity is available at all times. All tasks of the phased construction schedule necessary to maintain the highest possible level of transmission and distribution, whether described herein or not, are the responsibility of the Contractor. G. The work specified herein and any other work required by the Engineer which may interrupt the normal operations shall be accomplished at times that will be convenient to the Owner. The Contractor shall plan to work overtime if needed to complete construction of the project and shall make no claims for extra compensation for overtime work required to conform to these requirements. The Contractor shall notify the Engineer and Owner in writing at least 14 days prior to construction requiring shutdown of the Plant facilities. Contractor is required to submit Owner fumished Shut Down Form and get written approval of requested shutdown prior to commencing any work. H. Shutdowns must be scheduled to create minimum interference with normal plant operation. Before attempting construction of critical work or tie-ins, meet with Engineer to develop a satisfactory construction procedure which will result in minimum shutdown time for those units involved. During shutdown periods, employ a full crew on a 24 hour schedule if necessary and employ additional work crews as necessary to complete the work withm the required time. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 011216-2 CONSTRUCTION SEQUENCE Page 2 of 6 1 I. All scheduled shutdowns must be submitted in writing to the Owner at least 14 calendar 2 days prior, and no work may begin until approval has been granted by the Owner and 3 the Engineer. High flow condirions or equipment outages may require the rescheduling 4 of an approved shutdown. Any cost associated with rescheduling will be bome by the 5 Contractor, at no additional cost to the Owner. Have all tools, equipment, materials, 6 labor, etc. including backup units, on hand prior to performing work requiring 7 shutdown. 8 J. All operations of existing facilities shall be performed by Village Creek Water 9 Reclamation Facility personnel, coordinated through the Engineer by the Contractor. 10 1.2 SITE CONDITIONS 11 A. The VCWRF is currently operating at approximately 130 to 190 million gallons per day 12 (MGD) average daily flow (ADF). Current average dry weather flow is approximately 13 110 MGD and peak dry weather flow is approximately 260 MGD. Peak wet weather 14 flow is approximately 385 MGD. 15 B. The total plant influent flow is split into south flow and west flow. The south flow is 16 approximately 30% and the west flow is approximately 70% of the total plant flow. The 17 south flow enters the plant at Junction Box C and continues through the east side of Bar 18 Screen Building No. 3(BS 3). The west flow enters the plant at Junction Box EBE and 19 EEE and continues through the Headworks Facility and through the west side of BS 3. 20 C. The HRC Facility can be used as primary treatment during construction activities. The 21 available primary and HRC treatment capacity is as listed in the table below. 22 Primary Clarifier Treatment Capacity PC 1-6 PC 13,14,16,&17 PC 15&18 HRC Average Flow (MGD) 42 120 60 50 Peak Flow (MGD) 42 180 90 70 23 24 D. Under no circumstances will the Contractor be permitted to divert or discharge any 25 untreated or partially treated wastewater from the plant. 26 E. Construction under this contract must be coordinated with the plant operating personnel 27 and accomplished in a logical order to maintain the process flow through the plant at all 28 times and to allow construction to be completed within the time allowed by the Contract 29 Documents. Coordinate the activities with the other contractors, if any, to allow orderly 30 and timely completion of all the work. 31 F. Arrange with Owner/Engineer for equipment and material starage site(s), including 32 location of field office(s), site access, personnel plant access and construction parking 33 area(s) prior to commencing work. Contractor shall abide by security measures in place 34 at the plant. 35 G. When access through construction areas must be disrupted, provide altemate acceptable 36 access for plant operators or other contractors. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Oi 12 16 - 3 CONSTRUCTION SEQUENCE Page 3 of 6 1 2 3 4 5 6 7 8 9 10 11 H. Coordinate the activities in the interface or common areas with these other contractors and the plant operators. Submit to the Engineer a description and schedule as to how the common areas will be utilized, recognizing the required coordination with other contractors and the plant operators. L Various interconnections within the plant will depend on closure of various gates and valves. Many of these valves and gates may not seal properly. Coordinate with the plant operations personnel prior to attempting any such closure and provide any corrective measure or temporary facilities necessary to attain the shut-off needed to perform the work at no additional cost to the Owner and without interrupting plant operation. Do not operate gates or valves. Coordinate with Owner so that plant staff will close or open the necessary valves and gates at the plant. 12 J. The Contractor shall maintain continuous access to the sites and present operations. 13 14 15 16 17 K. In the event that underground piping or utilities are encountered which are not shown on the Drawings, such piping or utilities shall not be disturbed without prior approval of the Engineer. L. Maintain streets used for construction operation in a reasonably clean condition. Weekly street cleaning, scraping and sweeping is required. 18 M. Do not utilize streets for storage of materials except for pipe laying operation, in which 19 case temporary staging for excavated materials, pipe building, and embedment 20 materials will be allowed during active pipe laying periods. One traffic lane must be 21 kept open in these temporary staging areas. Staging areas shall be so located as to ailow 22 plant operations to be maintained. Gutters and drainage azeas shall be kept clear of 23 construction materials at all times. 24 N. Street closings and lane closures shall be coordinated with the plant. Other construcrion 25 contracts will require coordination of street closings. The period of time that streets are 26 closed shall be limited to the minimum time reasonably possible. Vehicular access to all 27 process facilities shall be maintained. 28 1.3 RELATED WORK DESCRIBED ELSEWHERE 29 A. Siuninary of Work is included in Section Ol 11 00. 30 B. Construction Schedule is included in Section O1 32 16. 31 C. Bypass pumping is included in Section 33 12 10. 32 1.4 SUBMITTALS 33 34 35 36 3'7 38 39 40 A. The Contractor shall submit to the Engineer for approval a detailed Schedule for Construction prior to initiation of site construction. The Schedule shall comply with aspects of the work described herein. B. The Contractor shall update the schedule as required by Section O1 32 16. C. For all work which will require a temporary shutdown of operations or water service disruptions, the Contractor shall submit a proposed work plan which indicates the manpower, tools, equipment, and construction procedure to be used at least 14 days prior to the requested shutdown period. � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Oi 1216-4 CONSTRUCTION SEQUENCE Page 4 of 6 1 1.5 SEQUENCING REQUIREMENTS, SHUT-DOWN CONSTRAINTS, AND 2 PROJECT WORK EFFORTS 3 A. Within 10 days after the effective date of the Agreement, submit to the Engineer, along 4 with the Schedule of Values, a Construction Sequence Schedule. This schedule shall 5 provide a listing of major consiruction items, demolition work, new structures, new 6 equipment, and the sequencing of these items of work so as to impact the operation of 7 the plant and/or existing adjacent facilities to the minimum extent possible. This 8 schedule shall reflect the construction constraints and construction sequence 9 requirements of this section. 10 B. The construction schedule shall be developed and implemented to minimize shutdowns 11 of the facilities. 12 C. The following construction sequencing issues, critical tie-ins, shut-downs and other 13 considerations shall be taken into account by Contractor in development of the 14 construction schedule. These items are presented to assist the Contractor and are not 15 all inclusive. 16 l. General Sequencing Requirements and Shut-Down Constraints/Limitations 17 a. Bar Screen Building No. 3(BS 3) shall remain in service at all times. 18 b. The west and east sides of BS 3 are hydraulically interconnected downstream of 19 the screens and will need to be isolated to perform Work. 20 c. Work related to BS 3 shall be performed during dry weather low flow periods. 21 d. BS 3— West Side 22 1) The work associated with the west side of BS 3 includes removal of bar 23 racks and decommissioning screens 31-35, and structural modifications to 24 the siab and building frame. 25 2) Structural modifications will require shutdown of the west side of BS 3. 26 3) To isolate flow from the west side, the gate at Junction Box 4B will need to 27 be closed and the opening between the east and west sides of BS 3 will 28 need to be plugged. 29 4) Maximum allowable downtime for the west side of BS 3 shall be three 30 31 5) 32 5) 33 34 35 36 6) 37 38 1 39 40 41 42 43 7) 44 4s 8) 46 47 1 48 49 � 2013 CDM Smith All Rights Reserved weeks. When the west side of B S 3 is down far structural repairs, all flow must go through the east side of BS 3. The primary clarifier capacity is limited to 102 MGD during ADF and 132 MGD during peak flow. Temporary by- pass pumping and HRC operation may be required if plant flow exceeds 102 MGD during this construction activity. Owner furnished by-pass pumping system with a capacity of ��4ftlg 27 MGD is available for Contractor's use. A list of equipment and materials furnished by the Owner for the temporary by-pass pumping system may be found in Specification Section 33 12 10. Contractor is responsible for installation, operation, and maintenance of Owner furnished by-pass pumping system during construction activities. Owner provides no warranty or guarantee of Owner fumished equipment. Operation of the HRC Facility will be required if plant flows exceed the primary capacity and bypass pumping capacity stated above. If plant flow exceeds'2^�� 228 MGD, provisions shall be made to re- move construction equipment and materials from the west side of BS 3 within 24-48 hours notice to put the west side of BS 3 back into service to handle peak dry weather flows up to 260 MGD or peak wet weather flows up to 385 MGD. VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 Ol 12 16 - 5 CONSTRUCTIONSEQUENCE Page 5 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4'7 48 49 e. BS 3— East Side 1) The work associated with the east side of BS 3 includes installation of a slide gate. 2) To install the slide gate, the east side will need to be shut down. To isolate flow from the east side, the gate at Junction Box 4B will need to be closed and the opening between the east and west sides of BS 3 will need to be plugged. 3) Maximum allowable downtime for the east of BS 3 shall be three weeks. 4) When the east side of BS 3 is down to install gate, all flow must go through the west side of BS 3. The primary clarifier capacity is limited to 162 MGD during ADF and 222 MGD during peak flow. Temporary by-pass pumping and HRC operation may be required if plant flow exceeds 162 MGD during this construction activity. 5) Owner furnished by-pass pumping system with a capacity of 2'� "�a 27 1 MGD is available for Contractor's use. A list of equipment and materials furnished by Owner for temporary by-pass pumping system may be found in Specification Section 33 12 10. Contractor is responsible for installation, operation, and maintenance of Owner furnished by-pass pumping system during construction activities. Owner provides no warranty or guarantee of Owner fumished equipment. 6) Operation of the HRC Facility will be required if plant flows exceed the primary capacity and bypass pumping capacity stated above. 7) If plant flow exceeds �' ^�a 318 MGD, provisions shall be made to re- 1 move construction equipment and materials from the east side of B S 3 within 24-48 hours notice to put the east side of BS 3 back into service to f. g• h. handle peak wet weather flows up to 385 MGD. Odor Control Piping Repairs and Condensate Pump Station 1) The work associated with the odor control piping repairs includes the repair of leaky pipe joints in the underground 84-inch HDPE pipe and plugging the existing condensate drain pipe. 2) The work associated with the condensate pump station includes the installation of pump station and piping to and from the odor control pipe. 3) Maximum ailowable downtime for the odor control system is two weeks. Contractor shall provide adequate ventilation to ensure safe working conditions at all times. Contractor shall coordinate with plant operating personnel on opening and closing of all process valving for construction of the Work. 2. The requirements above are not inclusive of all work and the Contractor shall be responsible for deterruining the required shut-downs to complete the work of this Contract. A minimum of ten days shall be provided between each construction sequence activity to allow the respective treatment units to be drained for construction activities. 3. The Contractor shall not use any chemicals for wash down or cleaning of the work area. 4. The Contractor shall not operate any of the valves and gates. The Contractor shall coardinate with the Owner so that plant staff will close or open the necessary valves and gates at the plant. D. The Contractor shall be responsible for developing his own schedule to meet the completion requirements and maintain the treatment capacity requirements of the plant. � 2013 CDM Smith All Rights Reserved VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 oi iz i6-6 CONSTRUCTION SEQUENCE Page 6 of 6 1 1.6 LIQUIDATED DAMAGES 2 A. The Contractor understands and agrees that the time of completion is an essential 3 consideration of development of his proposal and that failure to complete the work 4 under this Contract, within the allotted time as specified will result in damages to be 5 sustained by the Owner. The Contractor and Owner further agree in applying 6 Liquidated Damages that such damages cannot be precisely measured or that the 7 ascertainxnent of actual damages would be unduly difficuit after the fact. Therefore, the 8 Contractor and the Owner agree in applying Liquidated Damages that for each and 9 every Calendar Dav the work or any portion thereof, remains uncompleted after the 10 specified times, the Contractor shall pay as agreed Liquidated Damages, the amounts as 11 set forth in the Agreement. 12 PART 2- PRODUCTS (NOT USED) 13 PART 3- EXECUTION (NOT USED) 14 15 END OF SECTION � 2013 CDM Smith VCWRF Bar Screen Buildin� No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Ol 13 10 -1 SPECIAL PROVISIONS Page 1 of 3 1 SECTION Ol 1310 2 SPECIAL PROVISIONS 3 PART1- GENERAL 4 l.l INSTALLATION OF EQUIPMENT 5 A. Special caze sha11 be taken to ensure proper alignment of all equipment with particulaz 6 reference to the pumps and electric drives. The units shall be carefully aligned on their 7 foundations by qualified millwrights after their sole plates have been shimmed to true g alignment at the anchor bolts. The anchor bolts shall be set in place and the nuts tight- 9 ened against the shims. After the foundation alignments have been approved by the En- 10 gineer, the bedplates or wing feet of the equipment shall be securely bolted in place. 11 The alignment of equipment shall be further checked after securing to the foundations, 12 and after conformation of all alignments, the sole plates shall be finally grouted in 13 place. The Contractor shall be responsible for the exact alignment of equipment with 14 associated piping and under no circumstances, will "pipe springing" be allowed. 15 B. All wedges, shims, filling pieces, keys, packing, grout, or other materials necessary to 16 properly align, level and secure appazatus in place shall be fiunished by the Contractor. 17 All parts intended to be plumb or level must be proven exactly so. Perform all grinding ig necessary to bring parts to proper bearing after erection. 19 1.2 SLEEVES AND OPENINGS 20 21 22 23 24 25 26 27 28 29 30 . 31 32 33 34 35 36 1.3 A. Provide all openings, channels, chases, etc., in new construction and furnish and install anchor bolts and other items to be embedded in concrete, as required to complete the work under this Contract. Perform all cutting, coring and rough and finish patching re- quired in existing construction for the work of all trades as provided in Section 0132 13. B. Subcontractors shall fiunish all sleeves, inserts, hangers, anchor bolts, etc, required for the execution of their work. It shall be their responsibility before the work of the Con- tractor is begun to fumish him with the above items and with templates, drawings or written information covering chases, openings, etc., which they require and to follow up the work of the Contractor as it progresses, making sure that their drawings and written instructions aze carried out. Failing to do this, they shall be responsible for the cost of any corrective measures which may be required to provide necessary openings, etc. If the Contractor fails to carry out the directions given him, covering details and locarions of openings, etc., he shall be responsible for any cutting and refinishing required to make the necessary corrections. In no case shall beams, lintels, or other structural mem- bers be cut without the approval of the Engineer. GREASE, OIL AND FUEL 37 A. All grease, oil and fuel required for testing of equipment shall be fumished with the re- 3 g spective equipment. The Owner shall be furnished with a yeaz's supply of required lub- 39 ricants including grease and oil of the type recommended by the manufacturer with 40 each item of equipment supplied under Division 35. � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Oi 1310-2 SPECIAL PROVISIONS Page 2 of 3 1 1.4 TOOLS 2 A. Any special tools (including grease guns or other lubricating devices) which may be 3 necessary for the adjustment, operation and maintenance of any equipment shall be fur- 4 nished with the respective equipment. 5 B. Tools shall be furnished in heavy steel tool boxes complete with lock and duplicate 6 keys. 7 1.5 PIPE MAItKING 8 A. Pipe mazldng is included in Division 09 under Painting, but it shall be the Contractor's 9 responsibility to assist, as required by the Engineer, in identifying pipe contents, direc- 10 tion of flow and all else required for proper mazking of pipe. Subcontractors responsible 11 for piping in Division 33 shall be required by the Contractor to assist when necessary. 12 1.6 VALVE IDEN'ITFICATION 13 A. The Contractor shall prepaze a valve schedule for all valves required for the work show- 14 ing a number, the location, type, function, and normal operating position, for each 15 valve. The schedule shall be submitted to the Engineer for approval not less than 120 16 days prior to start-up. 17 B. The Contractor shall fumish tags for all valves required for the work. Va1ve tags shall 18 be 2-in diameter, 19 gauge, brass or plastic, with brass hooks suitable for attaching the 19 tag to the valve operator. Tags shall be stamped or etched with the valve number and 20 the information on the valve schedule coded in a system provided by the Owner. Sub- 21 mit two samples of the type of tag proposed and the manufacturer's standard color chart 22 and letter styles to the Engineer for approval. 23 C. The Contractor shall install valve tags on all valves required for the Work. 24 1.7 NOISE LIlVIITATIONS 25 26 27 28 29 30 31 A. All equipment to be fumished under this Contract, unless specified otherwise in the technical specifications, shall be designed to ensure that the sound pressure level does not exceed 85 decibels over a frequency range of 37.8 to 9600 cycles per second at a distance of 3-ft from any portion of the equipment, under any load condition, when test- ed using standard equipment and methods. Noise levels shall include the noise from the motor. Mufflers or eacternal baffies shall not be acceptable for the purpose of reducing noise. Data on noise levels shall be included with the shop drawing submittal. 32 1.8 SPARE PARTS 33 A. Where spaze parts aze specified in the technical sections, fumish all spare parts recom- 34 mended by the manufacturer or system supplier for one year of service. In addition, fur- 35 nish all spare parts itemized in each Section. 36 B. Collect and store all spare parts in an area to be designated by the Engineer. Fumish the 37 Engineer with an inventory listing all spaze parts, the equipment they are associated 38 with, the name and address of the supplier and the delivered cost of each item. Copies 39 of actual invoices for each item shall be fumished with the inventory to substantiate the 40 delivery cost. 41 C. Spare parts shall be packed in cartons, properly labeled with indelible markings with 42 complete descriptive information including manufacturer, part number, part name and 43 equipment for which the part is to be used and shall be properly t=eated for one year of � storage. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Ol 13 10 - 3 SPECIAL PROVISIONS Page 3 of 3 i 1.9 WEATHER PROTECTION 2 A. In the event of inclement weather, the Contractor [and subcontractors] shall protect the 3 Work and materials from damage or injury from the weather. If, in the opinion of the 4 Engineer, any portion of the Work or materials has been damaged by reason of failure 5 on the part of the Contractor to so protect the Work, such Work and materials shall be _ 6 removed and replaced with new materials and Work to the satisfacrion of the Engineer. 7 PA.RT 2- PRODUCTS (NOT USED] 8 PART 3- PRODUCTS [NOT USED] 9 END OF SECTION � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 020'73 oi2soo-i SUBSTITUTION PROCEDURES Page 1 of 4 1 2 3 PART1- GENERAL Cf6��Tu I_�:7`I SECTION Ol 25 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 l. 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 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions aze not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1— General Requiretnents 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 l. Work associated with this Item is considered subsidiary to the various items bid. 22 No sepazate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIKEMENTS 25 26 2� 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General l. 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 aze "or-equals," as deternuned by City. 3. Other types of equipment and ldnds of material may be acceptable substitutions under the following conditions: a. Or-equals aze unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CTTY OF FORT WORTH Village Creek WRF Baz Screen 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 oi zs oo -z SUBSTITUTION PROCEDURES Page 2 of4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBNIITTALS 3 A. See Request for Substitution Form (attached) 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 B. Procedure for Requesting Substitution 1. Substitution shall be considered only_ a. After awazd of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete da.ta 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 cleazly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product chazacteristics including, but not necessarily limited to: a) Size b) Composition or materials of construcrion c) Weight d) Electrical or mechanical reguirements 4) Productexperience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects lrnowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Sampies a) Provide at request of City. b) Samples become the property of the City. c. For construcrion methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection l. 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, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. 4. No additional contract time will be given for substitution. CTTY OF FORT WORTH Village Creek WRF Baz Screen 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 0125 00 - 3 SUBSTTTUTION PROCEDURES Page 3 of 4 1 2 3 4 5 6 7 8 1.6 5. 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 City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 1�ZAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 13 14 15 16 17 18 19 20 21 22 23 A. In maldng 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] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WA►RRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 29 END OF SECTION Revision Log DATE NAME SLtMMARI' OF CHANGE 30 CITY OF FORT WORTH Village Creek WRF Saz Screen 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICAT'ION DOCUMENTS City Project No. 02073 Revised July 1, 2011 0125 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 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 EA'ffiBIT 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 PARAGRAP�I 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 guazantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City _ Recommended _ Recommended Not recommended Received late By Date Remarks Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Rejected Village Creek WRF Baz Screen 3 Rehabilitation City Project No. 02073 0131 19 -1 PRECONSTRUCTION MEETING Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUlVIlVIA1tY SECTION 013119 PRECONSTRUCTION MEETING 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 l. None. 10 11 12 13 1.2 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 Reguirements 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 ADIVIINISTRATIVE REQITII2EMENTS 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 da.ys after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to a11 participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representa.tive 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representa.tives whom the Contractor may desire 38 to invite or the City may request 39 e. Other City representatives CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July i, 2011 Oi 31 19-2 PRECONSTRUCTION MEETING 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 f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section O1 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstntction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility cleazances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Cbntrol 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. Eazly Warning System y. Contractor Evaluarion z. Special Conditions applicable to the project aa. Damages Clai.ms bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE procedures hh. Fina1 Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation Ciry Project No. 02073 Oi 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOITT SUSMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [STTE] CONDITIONS [NOT USED] 8 1.12 WAI2RANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 013120-1 PROJECT MEETINGS Page 1 of 3 1 2 3 PARTl- GENERAL 4 l.l SLfPvIMARY SECTION 013120 PROJECT MEETIl�TGS 5 A. Section Includes: 6 l. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 12 13 14 1.2 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 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 sepazate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] .- - 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 l. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepaze minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 S. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of ineeting to be determined by the City. 37 3. Attendees 38 a. Contractor 39 b. Project Representative CTTY OF FORT WORTFI VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo. 02073 Revised 7uly 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 c. Other City representatives 2 4. Meeting Schedule 3 a. In general, the neighborhood meeting will occur within the 2 weeks following 4 the pre-construction conference. 5 b. In no case will construction be allowed to begin until this meeting is held. 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 4�4 45 46 47 48 C. Progress Meetings l. 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 sha11 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 Proj ect Representative will preside at progress meetings, prepaze the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance foim to be circulated at the be, �nning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representat�ives 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 seguencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to consiruction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information 6. Meeting Schedule CTTY OF FORT WORTH VCWRF Baz Screen Build'mg No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATTON DOCLJMENTS City Project No. 02073 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 i a. Progress meetings will be held periodically as determined by the Project 2 Representative. 3 1) Additional meetings may be held at the request of the: 4 a) City 5 b) Engineer 6 c) Contractor 7 7. Meeting Location _ 8 a. The City will establish a meeting location. 9 1) To the extent practicable, meetings will be held at the Site. 10 1.5 SUBMTTTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDJ 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND AANDLING [NOT USED] 16 l.11 FIELD [SITE) CONDITIONS [NOT USED] 17 1.12 WA►1tRANTY [NOT USED) 18 PART 2- PRODUCTS [NOT USED] 19 PA.RT 3- EXECUTION [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 22 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 _ __ _ _ _ 013213-1 CONTROL OF WORK Page 1 of 3 i 2 3 PA.RT 1- GENERAL 4 1.1 PLANT 5 6 7 8 9 10 11 12 13 SECTION 013213 CONTROL OF WORK A. Fumish plant and equipment which will be efficient, appropriate and large enough to secure a satisfactory quality of work and a rate of progress which will ensure the com- pletion of the work within the Contract Time. If at any time such plant appears to be in- efficient, inappropriate or insufficient for securing the quality of work required or for producing the rate of progress aforesaid, Engineer may order the Contractor to increase the efficiency, change the character or increase the plant equipment and the Contractor shall conform to such order. Failure of the Engineer to give such order shall in no way relieve the Contractor of his obligations to secure the quality of the work and rate of progress required. 14 1.2 PRIVATE LAND 15 A. Do not enter or occupy private land outside of plant or easements, except by permission 16 of the land owner. 17 1.3 PIPE LOCATIONS 18 A. Locate pipelines substantially as indicated on the Drawings. The Engineer reserves the 19 right to make such modifications in locations as may be found desirable to avoid inter- 20 ference with existing structures or for other reasons. Where fittings are noted on the 21 Drawings, such notation is for the Contractor's convenience and does not relieve him 22 from laying and j ointing different or additional items where required. 23 1.4 OPEN EXCAVATIONS 24 25 26 27 28 29 30 31 32 33 A. Adequately safeguazd all open excavations by providing temporary bazricades, caution signs, lights and other means to prevent accidents to persons and damage to property. Provide suitable and safe bridges and other crossings for accommodating travel by pe- destrians and workmen. Remove bridges provided for access during construction when no longer required. The length or size of excavation will be controlled by the particular surrounding conditions, but shall always be confined to the limits prescribed by the En- gineer. If the excavation becomes a hazard, or if it excessively restricts traffic at any point, the Engineer may require special construction procedures such as limiting the length of the open trench, prohibiting stacking excavated material in the street and re- quiring that the trench shall not remain open ovemight. 34 1.5 TEST PITS 35 A. Excavate test pits, at the direction of the Engineer, to locate underground pipelines or 36 structures in advance of the construction. Backfill test pits immediately after their pur- 37 pose has been satisfied and restore and maintain the surface in a manner satisfactory to 38 the Engineer. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 013213 - 2 CONTROL OF WORK Page 2 of 3 1 1.6 MA.INTENANCE OF TRAFFIC 2 A. Unless permission to close a street is received in writing from the proper authority, 3 place all excavated material so that vehiculaz and pedestrian traffic may be maintained 4 at all times. If the construction operations cause traffic hazards, repair the road surface, 5 provide temporary ways, erect wheel guards or fences, or take other measures for safety 6 satisfactory to the Engineer. 7 B. Detours around construction will be subject to the approval of the Owner and the Engi- 8 neer. Where detours are permitted, provide all necessary barricades and signs as re- 9 quired to divert the flow of traffic. Eacpedite construction operations while traffic is de- 10 toured. Periods when traffic is being detoured will be strictly controlled by the Owner. 11 C. Take precautions to prevent injury to the public due to open trenches. Night watchmen 12 may be required where special hazards exist, or police protection provided for traffic 13 while work is in progress. Be fully responsible for damage or injuries whether or not 14 police protection has been provided. 15 1.7 CARE AND PROTECTION OF PROPERTY 16 A. Be responsible for the preservation of all public and private property and use every pre- 17 caution necessary to prevent damage thereto. If any direct or indirect damage is done to 18 public or private property by or on account of any act, omission, neglect, or misconduct 19 in the execution of the work on the part of the Contractor, restore such property to a 20 condition similar or equal to that e�cistrng before the damage was done, or make good 21 the damage in other manner acceptable to the Engineer. 22 1.8 PROTECTION AND RELOCATION OF EXISTING STRUCTURES AND 23 UTILITIES 24 A. Assume full responsibiliiy for the protection of all buildings, structures, and utilities, 25 public or private, including poles, signs, services to buildings, utilities in the street; gas 26 pipes, water pipes, hydrants, sewers, drains and electric and telephone cables, whether 27 or not they are shown on the Drawings. Carefully support and protect all such structures 28 and utilities from injury of any kind. Immediately repair any damage resulting from the 29 construction operations. 30 B. Assistance will be given the Contractor in determ;ning the location of existing services. 31 The Contractor, however, shall bear full responsibility for obtaining all locations of un- 32 derground structures and utilities (including elcisting water services, drain lines and 33 sewers). Maintain services to buildings and pay costs or charges resulting from damage 34 thereto. 35 1.9 MAINTENANCE OF FLOW 36 A. Provide for the flow of sewers, drains and water courses interrupted during the progress 37 of the work, and immediately cart away and remove all offensive matter. Discuss the 38 entire procedure of maintaining existing flow with the Engineer well in advance of the 39 interruption of any flow. 40 1.10 COOPERATION WITffiN THIS CONTRACT 41 A. All firms or persons authorized to perform any work under this Contract shall cooperate 42 with Contractor and Subcontractors or trades and assist in incorporating the work of 43 other trades where necessary or required. m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Ol 3213 - 3 CONTROL OF WORK Page 3 of 3 i B. Cutting and patching, drilling and fitting shall be camed out where required by the 2 trade or subcontractor having jurisdiction, unless otherwise indicated herein or directed 3 by the Engineer. 4 l.11 CLEANUP AND DISPOSAL OF EXCESS MATERIAL 5 A. During the course of the work, keep the site of operations as clean and neat as possible. 6 Dispose of all residues resulting from the construction work and, at the conclusion of 7 the work, remove and haul away any surplus excavation, broken pavement, lwnber, 8 equipment, temporary structures and any other refuse remaining from the construction 9 operations and leave the entire site of the work in a neat and orderly condition. 10 B. In order to prevent environmental pollution arising from the construction activities re- 11 lated to the performance of this Contract, comply with all applicable Federal, State and 12 local laws and regulations conceming waste material disposal, as well as the specific 13 requirements stated in this Section and in other related sections. 14 C. Disposal of excess excavated material in wetlands, stream corridors and plains is strict- 15 ly prohibited even if the permission of the property owner is obtained. Any violation of 16 this restriction by the Contractor or any person employed by him will be brought to the 17 immediate attention of the responsible regulatory agencies, with a request that appropri- 18 ate action be taken against the offending parties. The Contractor will be required to re- 19 move the fill and restore the azea impacted at no increase in the Contract Price. 20 PA.RT 2- PRODUCTS [NOT USED] 21 PART 3- PRODUCTS [NOT USED] 22 END OF SECTION m 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 6 1 2 3 PART1- GENERAL ��i �Yi1�iT/\_� SECTION 013216 CONSTRUCTION PROGRESS SCHEDULE 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. See Paragraph 1.4 F for additions. 12 C. Related Specification Sections include, but aze not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 17 18 19 1.3 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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. REFERENCES A. Definitions l. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration projects b. Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4- Schedule submittal required by contract as described in the Specification and herein. Lazge and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another govemmental entity e. Tier 5- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schednle - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 013216-2 CONSTRUCTION PROGRESS SCI�DULE Page 2 of 6 1 4. Schednle Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMIl�TiSTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 l. General 8 a. Pr�pare a cost-loaded baseline Schedule using approved softwaze and the 9 Critical Path Method (CP1Vn as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 17 18 19 B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 l. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 33 34 35 36 37 38 39 40 delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working da.ys per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7uly 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 020'73 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 6 1 D. The Contract completion time will be adjusted only for causes specified in this - 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested e�ension of time is enritled - 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 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 4� 48 49 50 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the da.te of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoida.ble overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor sha11 take all possible action to minit„ize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the eazliest start date and the latest start date or between the eazliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to eazly start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. c. Aclaiowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation Ciry Project No. 02073 0132 16 - 4 CONSTRUCTION PROGRESS SCf�DULE Page 4 of 6 1 E. Coordinating Schedule with Other Contract Schedules 2 1. Where work is to be perfonned under this Contract concurrently with or contingent 3 upon work performed on the same facilities or azea under other contracts, the 4 Baseline Schedule shall be coordinated with the schedules of the other contracts. 5 a. Obtain the schedules of the other appropriate contracts from the City for the 6 preparation and updating of Baseline schedule and make the required changes 7 in his schedule when indicated by changes in corresponding schedules. 8 2. In case of interference between the operations of different contractors, the City will 9 deteimine the work priority of each contractor and the sequence of work necessary 10 to expedite the completion of the entire Project. 11 a. In such cases, the decision of the City shall be accepted as final. 12 b. The temporary delay of any work due to such circumstances shall not be 13 considered as justification for claims for additional compensation. 14 F. Construction Photo�raphv 15 l. PhotoQ,raphs 16 a. Take a minimum of 36 color di�irtal photo�raphs of the completed or 17 substantiallv completed Work at Project Completion. Thesephotographs shall 18 be submitted with the Fina1 Application for Pavment. 19 b. Color di�ital photographs shall be taken approximatelv once each month. A 20 minimum of 24 color digital photo�raLhs shall be taken to accompany each 21 Monthly Pro�ress Payment. Contractor shall provide a description of each 22 photoQraph, date taken, photo�raph number and nhoto�rapher's name. 23 c. En�ineer will apnrove the views to be taken and select the time at which thev 24 will be taken. All photograQhs need to be viewable (digital). Views will vary 25 dependin� on the Pro�ress Schedule. 26 2. Prints 27 a. Fumish a CD of the photoQraphs to the En�ineer with each Monthlv Pro�ress 28 Payment. 29 b. Furnish additional photo�raphs requested bv En�ineer at no additional cost to 30 the Ownea. 31 c. Provide hi�h quality di�ital photographs on CDs. The file format shall be 32 `�g". 33 d. Place the followin� information on front for di�italphoto�raphs= 34 1) Data photo�raph was taken. 35 2) Title of Project. 36 3) Descrintion of view shown in photo�raph. 37 4) North Arrow reference. 38 3. Pre-Constzuction Photo�raphs 39 a. Responsibilitv to take 36 pre-construction photo�raphs, so as to resolve any 40 disnutes which mav arise re�ardin� the considerations prior to and subsequent 41 to construction, belon�s to Contractor. 42 b. If a dispute arises where no pre-construction photographs were taken, the 43 disputed azea shall be restored to the e�ctent directed by the En�ineer and to the 44 complete satisfaction of the EnQineer. 45 c. Furnish two CD's of the pre-construction photo�raphs to the Engineer, and 46 must make others available for review in settlin� anv disputes. 47 d. A hi�h qualitv video of the site in DVD format shall be made prior to 48 construction and submitted bv the Contractor. The video shall be automaticallv 49 daxed and timed. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 6 1 1.5 SUBMITTALS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1.6 A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. Z. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. ACTION SUBNIITTALS/Il�TFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE 27 A. The person preparing and revising the construction Progress Schedule shall be 28 experienced in the prepazation of schedules of similaz complexity. 29 B. Schedule and supporting documents addressed in this Specification shall be prepared, 30 updated and revised to accurately reflect the performance of the construction. 31 C. Contractor is responsible for the quality of all submittals in this section meeting the 32 standard of caze for the construction industry for similar projects. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July i, 2011 013216-6 CONSTRUCTION PROGRESS SCi�DULE Page 6 of 6 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WA�t]RANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUT`ION [NOT USED] 6 END OF SECTION � Revision Log DATE NAME SLTMMARY OF CHANGE CTTY OF FORT WORTfi VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 020'73 Revised July 1, 2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART1- GENERAL 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 SECTION 0132 33 PRECONSTRUCTION VIDEO 1.1 SI:fiVIlVIAI[iY A. Section Includes: l. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification l. See Pazagraph 1.4.A.1 for modifications. 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 sepazate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADNIINISTRATIVE REQUIItEMEN'TS A. Preconstruction Video 1. Produce a preconstruction video of the construction sit�ea�, 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 SUSMITTALS [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 WA�tRANTY [NOT USED] PART Z - PRODUCTS [NOT USED] CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitatioa STANDARD CONSTRUCTION SPECIFICATION DOCiIMENTS City Project No. 02073 Revised July 1, 2011 0132 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUNIMARY OF CHANGE CTfY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation Ciry Project No. 02073 0133 00 -1 SUBMTITALS Page 1 of 8 1 2 3 PART1- GENERAL 4 1.1 SI:fPvIMARY SECTION 0133 00 SUSMITTALS 5 A. Section Includes: 6 l. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 l. Seepara�raph 1.1.0 for additions. 14 2. See paza�raph 1.4.I for additions. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0— Sidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1— General Requirements 18 3. S�ecification Section O1 78 23- Oneration and Maintenance Data 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal(if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication fl Delivery g) Similaz sequenced activities CITY OF FORT WORTFI VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 0133 00 - 2 SUBMITI'ALS Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 1. Fold shop drawings lazger than 8%2 inches x 11 inches to 8%2 inches x l 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 / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations 47 E. Submittal Content c. No extension of tame will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering l. 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 sepazate 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) B is the third submission (second resubmission) of that particular shop drawing C. Coniractor Certification 1 2. 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 si.milar data d. Confomiance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Staxement affiJced including: a. The Contractor's Company name b. Signature of submittal reviewer a 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 CITY OF FORT WORTTi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation CityProjectNo_ 02073 0133 00 - 3 SUBMITTALS Page 3 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 411 45 46 l. The daxe of submission and the dates of any previous submissions 2. The Project title and number 3. Contractor identificarion 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and patagraph(s) 6. Field dimensions, cleazly 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 l. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepazed data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where conect fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products includecl on the City's Standard Product List, cleazly 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 WORTIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 0133 00 - 4 SUBMITTALS Page 4 of 8 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 7 spaze-parts listing and printed product warranties 8 12) As applicable to the Work 9 H. Samples 10 1. As specified in individual Sections, include, but aze not necessarily limited to: 11 a. Physical examples of the Work such as: 12 1) Sections ofmanufactured or fabricated Work 13 2) Small cuts or containers of materials 14 3) Complete units of repetitively used products color/texture/pattern swatches 15 and 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 20 be fabricated or installed prior to the approval or qualified approval of such item. 21 1. Fabrication performed, materials purchased or on-site construction accomplished 22 which does not conform to approved shop drawings and data. is at the Contractor's 23 risk. 24 2. The City will not be liable for any eacpense or delay due to corrections or remedies 25 required to accomplish conformity. 26 3. Complete project Work, materials, fabrication, and installations in conformance 27 with approved shop drawings, applicable samples, and product data. 28 4. Complete project Work, materials, fabrication. and installations in conformance 29 with approved operations and maintenance data per specification section O1 78 23. 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notafy appropriate City representatives via email of submittal posting. 2) Hazd Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hazd copy of Shop Drawings retumed, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hazd Copies a) 3 copies for all submittals d. Samples CTTY OF FORT WORTH VCWRF Saz Screen Building No_ 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No_ 02073 Revised July 1, 2011 013300-5 SUBMIT"TALS Page 5 of 8 1 1) Distributed to the Project Representative 2 2. Hard Copy Distribution (if required in lieu of electronic distribution) 3 a. Shop Drawings 4 1) Distributed to the City 5 2) Copies 6 a) 8 copies for mechanical submittals 7 b) 7 copies for a11 other submittals 8 c) If Contractor requires more than 3 copies of Shop Drawings retumed, 9 Contractor shall submit more than the number of copies listed above. 10 b. Product Data 11 1) Distributed to the City 12 2) Copies 13 a) 4 copies 14 c. Samples 15 1) Distributed to the Project Representative 16 2) Copies 17 a) Submit the number stated in the respective Specification Sections. 18 3. Distribute reproductions of approved shop drawings and copies of approved 19 product data and samples, where required, to the job site file and elsewhere as 20 directed by the City. 21 a. Provide number of copies as directed by the City but not exceeding the number 22 previously specified. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 K. Submittal Review 1. The review of shop drawings, daxa and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details fumished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regazd to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for tecbniques of assembly and for performing Work in a safe manner. 39 4. If the shop drawings, data or samples as submitted describe variations and show a 40 departure from the Contract requirements which City finds to be in the interest of 41 the City and to be so minor as not to involve a change in Contract Price or time for 42 performance, the City may retum the reviewed drawings without noting an 43 exception. 44 5. Submittals will be returned to the Contractor under 1 of the following codes: 45 a. Code 1 46 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 47 comments on the submittal. CITY OF FORT WORTTi VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised luly 1, 2011 0133 00 - 6 SUBMITTALS Page 6 of 8 1 a) When retumed under this code the Contractor may release the 2 equipment and/or material for manufacture. 3 b. Code 2 4 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 5 the notations and comments IS NOT required by the Contractor. 6 a) The Contractor may release the equipment or material for manufacture; 7 however, a11 notaiions and comments must be incorporated into the 8 final product. 9 c. Code 3 10 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 11 assigned when notations and comments are extensive enough to require a 12 resubmittal of the package. 13 a) The Contractor may release the equipment or material for manufacture; 14 however, all notations and comments must be incorporated into the 15 final product. 16 b) This resubmittal is to address all comments, omissions and 17 non-conforming items that were noted. 18 c) Resubmittal is to be received by the City within 15 calendar days of the 19 date of the City's transmittal requiring the resubmittal. 20 21 22 23 24 25 26 d. Code 4 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 Coniract Documents. 27 6. Resubmittals 28 a. Handled in the same manner as first submittals 29 1) Corrections other than requested by the City 30 2) Marked with revision triangle or other similaz method 31 a) At Contractor's risk if.not mazked 32 b. Submittals for each item will be reviewed no more than twice at the City's 33 34 35 36 37 38 39 40 41 42 43 4�4� 45 46 47 48 expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's e�ense, 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 wili be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Cont=actor to the azeas that are incomplete. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 020'73 Revised July 1, 2011 Ol 33 00 - 7 SUBMTTTALS Page 7 of 8 1 8. If the Contractor considers any conection indicated on the shop drawings to 2 constitute a change to the Contract Documents, then written notice must be 3 provided thereof to the City at least 7 Working Days prior to release for 4 manufacture. 5 9. When the shop drawings have been completed to the satisfaction of the City, the 6 Contractor may carry out the construction in accordance therewith and no further 7 changes therein except upon written instructions from the City. 8 10. Each submittal, appropriately coded, will be returned within 30 calendar days 9 following receipt of submittal by the City. 10 L. Mock ups 11 1. Mock Up units as specified in individual Sections, include, but aze not necessarily 12 limited to, complete units of the standard of acceptance for that type of Work to be 13 used on the Project. Remove at the completion of the Work or when directed. 14 M. Qualifications 15 1. If specifically required in other Sections of these Specifications, submit a P.E. 16 Certification for each item required. 17 N. Request for Information (RFI) 18 1. Contractor Request for additional information 19 a. Clarification or interpretation of the contract documents 20 b. When the Contractor believes there is a conflict between Contsact Documents 21 c. When the Contractor believes there is a conflict between the Drawings and 22 Specifications 23 1) Identify the conflict and request clarification 24 2. Use the Request for Information (RFI) form provided by the City. 25 3. Numbering of RFI 26 a. Prefix with "RFP' followed by series number, "-aocx", beginning with "Ol" and 27 increasing sequentially with each addirional transmittal. 28 4. Sufficient information shall be attached to permit a written response without fiuther 29 information. 30 5. The City will log each request and will review the request. 31 a. If review of the project information request indicates that a change to the 32 Contract Documents is required, the City will issue a Field Order or Change 33 Order, as appropriate. 34 1.5 SUSMITTALS [NOT USED] 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY, STORAGE, AND AANDLING [NOT USED] 40 41 l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WAR�.tANTY [NOT USED] CTTY OF FORT WOR'TH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 0133 00 - 8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTTON [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUNIMARY OF CHANGE CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCiJMENTS City Project No. 02073 Revised July i, 2011 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 6 1 2 3 PA.RT 1- GENERAL 4 1.1 SiT1VIMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 SECTION 013513 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification j. Dust Control k. Employee Parldng B. Deviations from this City of Fort Worth Standard Specification 1. See paza�araph 1.1.A.1 for deletions. 2. See paraQraph 1.2.A for deletions. 3. Seepara�ranh 1.4 for deletions. 4. See Exhibits for deletions. C. Related Specification Sections include, but aze not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment �� -ri, � ,.a a a .,,.e..:.,�� a,,..,;�st a ; ,,,.a.,�,.e ..;t�. ,.w;� r+.�.... .��e-pa�F3-�e� a�t�et�� st�-�►r-is�'"�;� . �}�l�'�a�ea ��' �'-�5`'�� CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 10, 2013 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 0135 13 - Z SPECIAL PROJECT PROCEDURES Page 2 of 6 1 2 3 4 . 5 . 6 . 7 8 b. ga3� 9 10 11 e'� 12 . . 13 14 �� 15 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 25 Specification 26 1.4 AD1VIavISTRATIVE REQiTIItEMENTS 27 . 28 . 29 30 . 31 32 . 33 34 �s�e� 35 B. Work near High Voltage Lines 36 1. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 2. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage-type of guard about the boom or ann 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 3. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: 46 1) The power company (example: ONCOR) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 10, 2013 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 0 U13513-3 SPECIAL PROIECT PROCEDURES Page 3 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program l. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days l. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCI3 DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment bums Ultaa Low Sulfur Diesel (IJLSD), diesel emulsions, or altemative fuels such as CNG. E. Use of Explosives, Drop Weight, Etc. l. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section Ol 31 13 F. Water Department Coordination l. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 10, 2013 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 6 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named proj ect. 6 c. In the event that a water valve on an existing live system be tumed off and on 7 to accommodate the construction of the project is required, coordinate this 8 acrivity through the appropriate City representative. 9 1) Do not operate water line valves of elcisting water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Cniminal Mischie fl and the Cont=actor 12 will be prosecuted to the full eactent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 . 16 . � , 17 �, 18 . 19 . 20 . 21 . 22 ' 23 �� 24 �e-e%�e,}ec-� 25 26 . 27 28 ' 29 � ' � 30 � ' 31 ` � ' 32 � 33 34 . 35 . 36 . 37 . 38 . 39 . 40 41 . 42 . . 43 . 44 � 45 . ' 46 ��ie�: 47 48 �;}—�''��e�� 49 CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised January 10, 2013 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 6 1 2 3 4 5 6 � 8 9 10 11 12 13 14 15 16 . • �- - - - � -- - e . . � ��.r.�:e�: re!se�r:es�r. r�!er� �� r.�: i�e�+ers e�� 17 . 18 19 . , , . 20 � 21 §:—�es�e}s 22 �--;��g 23 . 24 . 25 . 26 27 . 28 . 29 . ' 30 �e�e�e��s: 31 . 32 . 33 . 34 35 36 37 K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. 38 L. Employee Pazking 39 1. Provide parking for employees at locations approved by the City. 40 1.5 SUSNIITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/Il�TFORMATIONAL SUBNIITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED) 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE [NOT USED] CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised January 10, 2013 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 6 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [STTE] CONDITIONS [NOT USED] 3 1.12 R'A.RF:ANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USEDJ 6 END OF SECTION 7 Revision Log DATE NAME SITNIMARY OF CHANGE 7uly 2011 CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised January 10, 2013 013543-1 ENVIRONMENTAL PROTECTION PROCEDURES Page 1 of 6 1 SECTION 0135 43 2 ENVIRONMENTAL PROTECTION PROCEDURES 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Furnish all labor, materials and equipment and perform all work required for the pre- 6 vention of environmental pollution in conformance with applicable laws and regula- 7 tions, during and as the result of construction operations under this Contract. For the 8 purpose of this Section, environmental pollution is defined as the presence of chemical, 9 physical, or biological elements or agents which adversely affect human health or wel- 10 fare; unfavorably alter ecological balances of importance to human life; affect other 11 species of unportance to man; or degrade the utility of the environment for aesthetic 12 and/or recreational purposes. 13 14 15 16 17 18 19 20 21 B. The control of environmental pollution requires consideration of air, water and land, and involves management of noise and solid waste, as well as other pollutants. C. Schedule and conduct all work in a manner that will minimize the erosion of soils in the area of the work. Provide erosion control measures such as diversion channels, sedi- mentation or filtration systems, berms, staked hay bales, seeding, mulching or other special surface treahnents as are required to prevent silting and muddying of streams, rivers, impoundments, lakes, etc. All erosion control measures sha11 be in place in an azea prior to any construction activity in that area. Specific requirements for erosion and sedimentation controls aze specified in Section 31 25 00. 22 D. This Section is intended to ensure that construction is achieved with a minimwn of dis- 23 turbance to the existing ecological balance between a water resource and its surround- 24 ings. These are general guidelines. It is the Contractor's responsibility to determine the 25 specific construction techniques to meet these guidelines. 26 E. All phases of sedi.mentation and erosion control shall comply with and be subject to the 27 approval of the Texas Commission on Environmental Quality and the U.S. EPA. Pre- 28 paze sedimentation and erosion control drawings meeting the requirements for approval 29 by that agency. Upon approval, fumish two copies of the approved Drawing to the En- 30 gineer. 31 1.2 APPLICABLE REGULATIONS 32 A. Comply with all applicable Federal, State and local laws and regulations concerning 33 environmental pollution control and abatement. 34 1.3 NOTIFICATIONS 35 36 37 38 39 40 41 42 43 A. The Engineer will notify the Contractor in writing of any non-compliance with the foregoing provisions or of any environmentally objectionable acts and corrective action to be taken. State or local agencies responsible for verification of certain aspects of the environmental protection requirements shall notify the Contractor in writing, through the Engineer, of any non-compliance with State or local reguirements. After receipt of such notice from the Engineer or from the regulatory agency through the Engineer, im- mediately take corrective action. Such notice, when delivered to the Contractor or his authorized representarive at the site of the work, shall be deemed sufficient for the pur- pose. If the Contractor fails or refuses to comply promptly, the Owner may issue an or- m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 013543-2 ENVIRONMENTAL PROTECTION PROCEDURES Page 2 of 6 1 der stopping all or part of the work until satisfactory corrective action has been taken. 2 No part of the time lost due to any such stop orders shall be made the subject of a claim 3 for eactension of time or for excess costs or damages by the Contractor unless it is later 4 detemuned that the Contractor was in compliance. 5 1.4 IlVIPLEMENTATION 6 A. Prior to commencement of the work, meet with the Owner to develop mutual under- 7 standings relative to compliance with these provisions and administration of the envi- 8 ronmental pollution control program. 9 B. Remove temporary environmental control features, when approved by the Engineer and 10 incorporate permanent control features into the project at the eazliest practicable time. i l 1.5 PROTECTION OF WATERWAYS 12 A. The Contractor shall observe the rules and regulations of the Staxe of Texas and agen- 13 cies of the U. S. Government prohibiting the pollution of any lake, stream, river, or wet- 14 land by the dumping of any refuse, rubbish, dredge material, or debris therein. 15 B. Contaactors aze specifically cautioned that disposal of materials into any waters of the 16 State must conform with the requirements of the Texas Commission on Environmental 17 Quality, and an applicable permit from the U.S. Army Corps of Engineers. 18 C. The Contractor shall be responsible for providing holding ponds or an approved method 19 which will handle, carry through, or divert azound his work all flows, including storm 20 flows and flows created by construction activity, so as to prevent silting of waterways 21 or flooding damage to the property or adjacent properties. 22 D. The Contractor is responsible for researchin� the need for a U.S EPA NPDES �ermit 23 for the construction site. If one is required, the Contractor is responsible for obtainin� 24 the pemut and for monitorin� the site per the permit requirements until final comple- 25 tion. 26 1.6 DISPOSAL OF EXCESS EXCAVATION AND OTHER WASTE MATERIALS 27 A. Excess excavated material not required or suitable for backfill and other waste material 28 must be disposed of at sites approved by the Owner and Engineer. 29 B. Unacceptable disposal sites, include, but are not limited to, site within a wetland or crit- 30 ical habitat and sites where disposal will have a detrimental effect on surface water or 31 groundwater quality. 32 C. The Contractor may make his own arrangements for disposal subject to submission of 33 proof to the Engineer that the Owner(s) of the proposed site(s) has a valid fill permit is- 34 sued by the appropriate governmental agency and submission of a haul route plan in- 35 cluding a map of the proposed route(s). 36 D. The Contractor shall provide watertight conveyance of any liquid, semi-liquid, or satu- 37 rated solids which tend to bleed or lea.k during transport. No liquid loss from transport- 38 ed materials will be permitted whether being delivered to the construction site or being 39 hauled away for disposal. Fluid materials hauled for disposal must be specifically ac- 40 ceptable at the selected disposal site. m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 01 35 43 - 3 ENVIRONMENTAL PROTECTION PROCEDURES Page 3 of 6 1 1.7 USE OF CHEMICALS 2 A. All chemicals used during project construction or fiunished for project operation, 3 whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification, 4 must show approval of either the U.S. Environmental Protection Agency or the U.S. 5 Department of Agriculture or any other applicable regulatory agency. Use of all such 6 chemicals and disposal of residues shall be in conformance with the manufacturer's in- 7 structions. 8 B. Any oil or other hydrocazbon spiIled or dumped on the Owner's site during construction 9 must be excavated and completely removed from the site prior to final acceptance. Soil 10 contaminated by the Contractor's operations shall become the properiy of the Contrac- 11 tor, who will beaz a11 costs of testing and disposal. 12 C. Before a Contractor commences work, the following steps shall be completed. 13 1. The Owner will inform Conlractor of his rights under the Texas Hazards Commu- 14 nication Act. 15 2. The Owner wiil provide a copy of the Chemical List giving the hazazdous chemi- 16 cals to which the Contractor, his employees and agents may be ea�posed to on the 17 project site. 18 3. The Owner will provide copies of a11 MSDSs to the Contractor for the hazardous 19 chemicals which he may be exposed to on the project site. 20 4. The Owner will inform the Contractor of his obligation to inform his employees 21 and agents of each of the above requirements. 22 5. The Contractor sha11 provide MSDSs for all hazardous chemicals he may bring on- 23 to the project site that Owner's employees may be exposed to. 24 6. The Contractor shall sign a Contractor Acl�owledgement certifying that he has re- 25 ceived the information provided by the Owner on hazardous chemicals and main- 26 tain the Aclaiowledgement within the original Contract. 27 1.8 PAYMENT 28 A. The work specified in this Section shall be considered incidental and payment will be 29 included as part of the appropriate lump sum or unit prices specified in the Sid Form. 30 PART 2- PRODUCTS [NOT USED] 31 PA.RT 3 - EXECUTION 32 3.1 EROSION CONTROL 33 34 35 36 37 38 39 A. Provide positive means of erosion control such as shallow ditches azound construction to carry off surface water. Erosion control measures, such as siltation basins, hay check dams, mulching, jute netting and other equivalent techniques, shall be used as appropri- ate. Flow of surface water into excavated azeas shall be prevented. Ditches around construction area shall also be used to carry away water resulting from dewatering of excavated areas. At the completion of the work, ditches shall be backfilled and the ground surface restored to original condition. � 2013 CDM Smith VCWRF Saz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 020'73 013543-4 ENVIRONMENTAL PROTECTION PROCEDURES Page 4 of 6 3.2 PROTECTION OF STREAMS AND SURFACE WATERS 2 A. Take all precautions to prevent, or reduce to a minimum, any damage to any stream or 3 surface water from pollution by debris, sediment or other material, or from the manipu- 4 lation of equipment and/or materials in or neaz such streams. Water that has been used 5 for washing or processing, that contains oils or sediments that will reduce the quality of 6 the water in the stream, sha11 not be directly retumed to the stream. Divert such waters 7 through a settling basin or filter before being directed into streams or surface waters. 8 B. Do not discharge water from dewatering operations directly into any live or intemuttent 9 stream, channel, wetlands, surface water or any stoim sewer. Water from dewatering 10 operations shall be treated by filtration, settling basins, or other approved method to re- i 1 duce the amount of sediment contained in the water to allowable levels. 12 C. Take all preventative measures to avoid spillage of petroleum products and other pollu- 13 tants. In the event of any spillage, prompt remedial action shall be taken in accordance 14 with a contingency action plan approved by the Texas Commission on Environmental 15 Quality. Submit two copies of approved contingency plan to the Engineer. 16 D. Water being flushed from structures or pipelines after disinfection, with a CIZ residue of 17 1 mg/1 or greater sha11 be treated with a dechlorination solution, in a method approved 18 by the Engineer, prior to discharge or disposed of in other approved manners, i.e. for 19 subgrade compaction, etc. 20 3.3 PROTECTION OF LAND RESOURCES 21 A. Restore land resources within the project boundaries and outside the limits of perma- 22 nent work to a condition, after completion of const=uction that will appeaz to be natural 23 and not detract from the appearance of the project. Confine all construction acrivities to 24 areas shown on the Drawings. 25 B. Outside of azeas requiring earthwork for the construction of the new facilities, do not 26 deface, injure, or destroy trees or shrubs, nor remove or cut them without prior approv- 27 al. No ropes, cables, or guys shall be fastened to or attached to any existing nearby 28 trees for anchorage unless specifically authorized by the Engineer. Where such special 29 emergency use is permitted, first wrap the trunk with a sufficient thiclaiess of burlap or 30 rags over which softwood cleats shall be tied before any rope, cabie, or wire is placed. 31 The Contractor shall in any event be responsible for any damage resulting from such 32 use. 33 C. Before beginning operations near them, protect trees that may possibly be defaced, 34 bruised, injured, or otherwise damaged by the construction equipment, dumping or oth- 35 er operations, by placing boards, planks, or poles around them. Monuments and mazk- 36 ers sha11 be protected similazly. 37 D. Any trees or other landscape features scarred or damaged by the Contractor's equipment 38 or operations shall be restored as neazly as possible to their original condition. The En- 39 gineer will decide the method of restoration to be used and whether damaged trees shall 40 be treated and healed or removed and disposed of. 41 1. All scars made on trees by equipment, construction operations, or by the removal of 42 limbs lazger than 1-in in diameter shall be coated as soon as possible with an ap- 43 proved tree wound dressing. All trimming or pruning shall be performed in an ap- 44 proved manner by e�erienced worlanen with saws or pruning sheazs. Tree trim- 45 ming with axes will not be permitted. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 013543-5 ENVIRONMENTAL PROTECTION PROCEDURES Page 5 of 6 1 2. Climbing ropes shall be used where necessary for safety. Trees that are to remain, 2 either within or outside established clearing limits, that aze subsequently damaged 3 by the Contractor and are beyond saving in the opinion of the Engineer, shall be 4 immediately removed and replaced. "" 5 E. The locations of the Contractor's storage and other construction buildings required tem- 6 porarily in the performance of the work, shall be cleazed portions of the job site or azeas 7 to be cleazed as shown on the Drawings and approved by the Engineer and shall not be - 8 within wetlands or floodplains. The preservation of the landscape shall be an impera- 9 tive consideration in the selection of all sites and in the construction of buildings. 10 Drawings showing storage facilities shall be submitted for approval of the Engineer. 11 F. If the Contractor proposes to construct temporary roads or embanlanents and excava- 12 tions for plant and/or work areas, he sha11 submit the following for approval at least ten 13 days prior to scheduled start of such temporary work. 14 15 16 17 18 19 20 21 22 23 24 25 26 2� 28 29 30 31 32 33 34 l. A layout of all temporary roads, excavations, embanlanents and drainage to be con- structed within the work area. Details of temporary road construction. 3. Drawings and cross sections of proposed embankments and their founda.tions, in- cluding a description of proposed materials. 4. A landscaping drawing showing the proposed restoration of the area. Indicate the proposed removal of any trees and shrubs outside the limits of e�cisting clearing az- ea. Indicate locations of guazd posts or barriers required to control vehicular traffic and protect trees and shrubs to be maintained undamaged. The Drawing shall pro- vide for the obliteration of construction scazs as such and sha11 provide for a natural appearing final condition of the area. Modification of the Contractor's approved drawings shall be made only with the written approval of the Engineer. No unau- thorized road construction, excavation or embanlanent construction including dis- posal azeas will be permitted. G. Remove all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess of waste materials, or any other vestiges of construction as directed by the Engineer. I-t is anticipated that excavation, filiing and plowing of roadways will be required to restore the azea to near natural conditions which will permit the growth of vegetation thereon. The disturbed azeas shall be prepared and seeded as described in Section 32 92 13, or as approved by the Engineer. 35 H. All debris and excess material will be disposed of outside wetland or floodplain azeas in 36 an environmentally sound manner. 37 3.4 PROTECTION OF AIR QUALITY 38 A. Burning - The use of burning at the project site for the disposal of refuse and debris will 39 not be permitted. 40 B. Dust Control - Maintain all excavations, embanlanent, stockpiles, access roads, plant 41 sites, waste azeas, borrow azeas and all other work azeas within or without the project 42 boundaries free from dust which could cause the standazds for air pollution to be ex- 43 ceeded and which would cause a hazard or nuisance to others. 44 C. An approved method of stabilization consisting of sprinkling or other similar methods 45 will be permitted to control dust. The use of petroleum products is prohibited. The use 46 of chlorides may be permitted with approval from the Engineer. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 013543-6 ENVIRONMENTAL PROTECTION PROCEDURES Page 6 of 6 1 D. Sprinkling, to be approved, must be repeated at such interva.ls as to keep all parts of the 2 disturbed azea at least damp at a11 times, and the Contractor shall have sufficient compe- 3 tent equipment on the job to accomplish this. Dust control shall be perfoimed as the 4 work proceeds and whenever a dust nuisance or hazazd occurs, as determined by the 5 Engineer. 6 3.5 NOISE CONTROL 7 A. Make every effort to minimi�e noises caused by the construction operations. Equip- 8 ment shall be equipped with silencers or muffiers designed to operate with the least 9 possible noise in compliance with Federal and State regulations and local City of Ar- 10 lington and City of Fort Worth noise ordinances. 11 3.6 MAINTENANCE OF POLLUTION CONTROL FACILITIES DURING 12 CONSTRUCTION 13 A. Maintain all facilities constructed for pollution control as long as the operations creating 14 the particulaz pollutant are being carried out or until the material concerned has become 15 stabilized to the e�ent that pollution is no longer being created. 16 END OF SECTION � 2013 CDM Smith VCR'RF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 2 3 PART1- GENERAL SECTION 0145 23 TESTING AND INSPECTION SERVICES 4 1.1 SUNIlVIARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 12 1.2 13 14 15 16 1� 18 19 20 21 22 23 24 25 1.3 C. Related Specification Sections include, but aze not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No sepazate 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. REFERENCES [NOT USED] 26 1.4 ADNIIl�TISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 City's Buzzsaw site, or another extemal FTP site approved by the City. 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised 7uly 1, 2011 0145 23 - Z TESTING AND INSPECTION SERVICES Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 3) Hazd Copies a) 1 copy for all submittals submitted to the Project Representative b. Hazd Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hazd copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hazd copies to City's Project Representa.tive 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 13 B. Inspection 14 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 15 perform work in accordance with the Contract Documents. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 18 1.'7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 23 24 25 26 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WAK1tANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 28 CITY OF FORT WORTFi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 014528-1 PII'ELINE TESTING AND CLEANING Page 1 of 3 1 2 3 PART1- GENERAL SECTION 0145 28 PIPELINE TESTING AND CLEANING 4 1.1 SCOPE OF WORK 5 A. Furnish all labor, materials, equipment and incidentals required and test and clean all 6 new pipelines installed under this Contract as specified herein. 7 1.2 RELATED WORK 8 9 A. PVC pressure pipe is included in Specification Section 33 11 12. B. PVC gravity sewer pipe is included in Specification Section 33 31 20. 10 PART 2- PRODUCTS [NOT USED] 11 PART 3 - EXECUTION 12 3.1 GENERAI. 13 14 15 16 17 18 3.2 19 20 21 22 23 3.3 A. Furnish all necessary equipment and labor for cleaning and testing the pipelines. The procedures and methods shall be approved by the Engineer. B. Make any taps and fumish a11 necessary caps, plugs, etc., as required in conjunction with testing pipelines. Furnish a test pump, gauges and any other equipment required in conjunction with carrying out the hydrostatic tests. CLEANING PIPELINES A. As pipe laying progresses and at the conclusion of the work thoroughly clean all new pipelines by flushing with water or other means to remove all dirt, stones, pieces of wood or other material which may have entered during the construction period. If, after this cleaning, obstructions remain, they shall be removed. TESTING GRAVITY PIPELINES 24 A. All gravity pipelines shall be tested for leakage by an infiltration or eacfiltration test. 25 Buried piping shall be tested by an infiltration test if the groundwater is more than 2-ft 26 above the crown of the pipe for the full length of the section to be tested. Air testing 27 may be used in lieu of an exfiltration test subject to approval of the Engineer. 28 B. E�ltration Test 29 1. Leakage tests by exfiltration shall be made by creating a head in the pipeline to be 30 tested by filling the line and either a manhole or temporary riser on one end of the 31 line with water. The length of pipe to be tested shall be such that the head over the 32 crown at the upstream end is not less than 2-ft and the head over the downstream 33 crown is not more than 6-ft. The pipe shall be plugged by pneumatic bags or me- 34 chanical plugs in such a manner that the air can be released from the pipe while it is 35 being filled with water. Before any measurements are made, the pipe shall be kept 36 full of water long enough to allow absorption and the escape of any trapped air to 37 take place. Following this, a test period of at least one hour shall begin. Provisions 38 shall be made for measuring the amount of water required to maintain the water at a 39 constant level during the test period. m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 014528-Z PIPELINE TESTING AND CLEANING Page 2 of 3 1 2. If any joint shows an appreciable amount of leakage, the jointing material shall be 2 removed and the joint repaired. If any pipe is defective, it shall be removed and re- 3 placed. If the quantity of water required to maintain a constant head in the pipe does 4 not exceed 1.9 gallons per inch of diameter per day per 100-$ of pipe and if all the 5 leakage is not confined to a few joints, worl�anship shall be considered satisfacto- 6 ry. 7 C. Infiltration Test 8 1. Pipe shall be tested for infiltration after the bacl�ll has been placed and the ground 9 water allowed to return to normal elevation. The length of line to be tested shall be 10 not less than the length between adjacent manholes and not more than the total 11 length of each size of pipe. The allowable infiltration shall be 1.9 gallons per inch 12 of diameter per day per 100-ft of pipe in each section tested There shall be no 13 gushing or spurting leaks. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 2. If an inspection of the completed pipeline or any part thereof shows pipes or joints which allow noticeable infiltration of water, the defective work or material shall be replaced or repaired as directed. 3. Rates of infiltration shall be determined by means of V-notch weirs, pipe spigots, or by plugs in the end of the pipe installed in an approved manner and at such times and locations as may be directed by the Engineer. D. When the pipeline to be tested is reinforced concrete pipe, the allowabie leakage in the above tests shall be 4.7 gallons per inch of diameter per 100-ft of pipe. E. Low Pressure Air Test l. Low-pressure air tests shall be made with equipment specifically designed and manufactured for the purpose of testing pipelines using low-pressure air. The equipment sha11 be provided with an air regulator valve or air safety valve so set that the intemal air pressure in the pipeline cannot exceed 8 psig. Pneumatic plugs sha11 have a sealing length equal to or greater than the diameter of the pipe to be tested. All air used shall pass through a single control panel. 2. Install plugs at manholes. Brace plugs securely as required for safety and allow no one in the manholes while pressurizing the line or during the test. 3. Low-pressure air shall be introduced into the sealed line until the intemal air pres- sure reaches 4 psig. The intemal air pressute in the sealed line shall not be allowed to exceed 8 psig. At least 2 minutes shall be allowed for the air pressure to stabilize in the section under test. After the stabilization period, the low pressure air supply hose shall be quickly disconnected from the control panel. The time required in minutes for the pressure in the section under test to decrease from 3.5 to 2.5 psig shall not be less than that shown in Table 1 of ASTM F1417. 38 4. If the pipe section does not pass the air test, sectionalize the section tested to deter- 39 mine the location of the leak. Once the leak has been located, repair and retest. 40 3.4 TESTING PRESSURE PIPELINES 41 A. All pressure pipelines sha11 be pressure and leakage tested. Pipelines shall be subjected 42 to a hydrostatic pressure of 50 percent above the normal operating pressure and this 43 pressure maintained for at least 10 minutes. The leakage test shall be conducted at the 44 maximum operating pressure as determined by the Engineer, and this pressure shall be 45 maintained for at least two hours. The test pump and water supply shall be arranged to 46 allow accurate measurement of the water required to maintain the test pressure. Where � 2013 CDM Smith VCWRF Saz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 014528-3 PIPELINE TESTING AND CLEANING Page 3 of 3 i applicable, hydrant branch gate valves shall remain open during this test. The amount of _ 2 leakage which will be permitted sha11 be in accordance with AWWA C600. 3 END OF SECTION � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 ois000-i TEMPORARY FACII.ITIES AND CONTROLS Page 1 of 4 1 2 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS � 7\;711i�e��7�� 4 1.1 SiT1VIlVIARY 5 6 � 8 9 10 11 12 13 14 15 16 17 18 19 20 1.2 A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site f. Temporary field office B. Deviations from this City of Fort Worth Standard Specification 1. See para�raph 1.1.A.1 for additions. 2. See para�raph 1.4.G for additions. C. Related Specification Sections include, but aze not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment - 22 1. Work associated with this Item is considered subsidiary to the various Items bid. 23 No separate payment will be allowed for this Item. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQITIItEMENTS 26 2� 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities l. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Fina1 Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representarives. CTI'Y OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 O15000-2 TEMPORARY FACII.,TfIES AND CONTROLS Page Z of 4 1 2 3 4 5 6 7 8 9 10 11 3 a Coordination 1) Contact City 1 week before water for construction is desired d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others perfomiing work or fiunishing services at Site. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe worlang conditions. 12 4. 13 14 15 5. 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 B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or heaith problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities neaz Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing builclings. 6. Remove building from site prior to Final Acceptance. 44 D. Temporary Fencing 45 1. Provide and maintain for the duration or construction when required in contract 46 documents CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo. 02073 Revised July 1, 2011 O15000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 E. Dust Control 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. G. Temporary Field Office 1. A temporary field office mav be esta.blished on site selected bv the Contractor and �proved by the En�ineer adecLuately fiunished, and maintained in a clean orderly condition by the Contractor. 2. The Contractor shall supplv all fuel for heatin� and pav all electrical bills for Contractor facilities. 3. The Contractor shall provide telephone service in the field office that includes ��priate voice mail and fax capabilities, if a field office is established. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSNIITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 R'ARItANTY [NOT USED) 25 PART 2- PRODUCTS [NOT USED] 26 PART 3- EXECUTION [NOT USED] 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAIVIINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 INSTALLATION 31 A. Temporary Facilities 32 1. Maintain a11 temporary facilities for duration of construction activities as needed. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 Ol 50 00 - 4 TEMPORARY FACILTTIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE-INSTALLATION 3 3.7 FIELD [ox] STTE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACffiVIENTS [NOT USED] 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 16 CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCiJMENTS City ProjectNo. 02073 Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 2 3 PARTl- GENERAL 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 SECTION 015813 TEMPORARY PROJECT SIGNAGE l.l SIf�vIlVIARY A. Section Includes: l. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment l. Work associated with this Item is considered subsidiary to the various Items bid. No sepazate payment will be allowed for this Item. 1.3 REFERENCES [NOT USEDJ 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MA.INTENANCE MATERiAL SUBMITTALS (NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [STI`E] CONDITIONS [NOT USED] 1.12 WAR12A1vTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER FUItNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria l. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 O15813-2 TEMPORARY PRO�CT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (eacterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAlVIINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents ofproject. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIIt / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 l. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTAC�NTS [NOT USED] 30 31 END OF SECTION CTTY OF FORT WORT'H VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 020'73 Revised July 1, 2011 Oi 5813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE � C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 Oi 6000-1 PRODUCT REQUIREMENTS Page i of 2 1 2 3 PARTl- GENERAL 4 1.1 SUNIlVIARY SECTION Ol 60 00 PRODUCT REQUIREMENTS 5 A. Secrion Includes: 6 1. A listing of the approved products for use in the City 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 A.DMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similaz 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer aze approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section Ol 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 32 33 34 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] CTTY OF FORT WORTFI VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 O16000-Z PRODUCT REQUIltEMENTS Page 2 of 2 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WA�t]R,ANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION r Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProjectNo. 02073 Revised July 1, 2011 01 66 00 -1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 2 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PA.RT 1- GENERAL 4 1.1 Si:fPVIMARY 5 6 7 8 9 10 11 12 13 14 15 16 A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 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 sepazate 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 USEDj 24 25 26 27 28 29 30 31 32 33 34 35 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 D�IAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. CTTY OF FORT WORTFI VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 Ol 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 5. Clearly and fully mark and identify as to manufaciurer, item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. IIandle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 8 9 10 11 12 13 14 C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installarions in vicinity of Work. 15 3. 16 17 18 19 4. 20 21 5. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 7. 8. 9. 10 Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. Restrict storage to azeas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. Provide off-site storage and protecrion when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. Store in manufacturers' unopened containers. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. Keep public and private driveways and street crossings open. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTTON SPECffICATTON DOCUMENTS City ProjectNo. 02073 Revised July 1, 2011 O16600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WAR1tANTY [NOT USED] 3 PA.RT 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 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 3.1 INSTALLERS [NOT USED] 3.2 E�i:AA'IINATION [NOT USEDJ 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIIt / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] STTE QUALTTY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject a11 products or equipment that aze damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING (NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 NIAINTENANCE [NOT USED] 3.14 ATTACffiVI�NTS [NOT USED] END OF SECTION CTTY OF FORT WORTH VCWRF Saz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 O16600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUNIMARY OF CHANGE CTTY OF FORT WORT'H VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 oi�000-i MOBILIZATION AND REMOBILIZATION Page 1 of 3 2 3 PART 1- GENERAI� SECTION 0170 00 MOBILIZATION AND REMOBILIZATION 4 1.1 SUIVIlVIARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. Mobilization and Demobilization a. Mobilization: 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from one location to another location on the Site. b. Demobilization: 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 3. Remobilization a. Remobilization for Suspension of Work specifically reguired in the Contract Documents or as required by City includes: 1) Demobilization: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary generai facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CTTY OF FORT WORT'H VCWRF Baz Screen Suilding No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised June 7, 2012 oi �o 00 - z MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of a11 buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include acrivities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from City of Fort Worth Standards 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0- Bidding Requirements, Conlract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Measurement and Payment 2. Mobilization and Demobilization a. Measurement and Payment 1) Work associated with this Item is considered subsidiary to the various items bid. No sepazate payment will be allowed for this item. 3. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measutement 1) Measurement for this Item shall be per each remobilization preformed. b. Payment 1) The work performed in accordance with this Item will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section l.l.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 4. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of 00 72 00 General Conditions. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised June 7, 2012 01 70 00 - 3 MOBILtZATION AND REMOBILIZATION Page 3 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 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 5. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed in accordance with this Item will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization sha11 be considered subsidiary to mobilization and shall not be paid for sepazately. c. The price shall include 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A3.a.2) 3) No payments will be made for standby, idle time, or lost profits associated this Item. 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed in accordance with this Item will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section l.l.A.4.a) 2) Demobilization as described in Section 1.1.A3.a.2) 3) No payments will be made for standby, idle time, or lost profits associated this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2- PRODUCTS [NOT USED] 33 PART 3- EXECUTION [NOT USED] 34 35 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] 36 CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS City Project No. 02073 Revised June 7, 2012 017423-1 CLEANING Page i of 4 1 2 3 PART1- GENERAL 4 1.1 SUNIlVIARY 5 6 7 8 9 10 11 12 13 14 SECTION 0174 23 CLEANING A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standazd 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 3. Section 32 92 13 —�-Iydro-Mulching, Seeding and Sodding 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 SUBMI'TTALS [NOT USED] 26 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUSMITTALS [NOT USED] 28 1.8 1VIAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 30 31 32 33 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handting Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CIT'Y OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 0174 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WA.RRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER FURNISHED [ox] 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 E�i:A1VIINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIIt / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADNSTING [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 altemate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS City Project No. 02073 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 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 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior azeas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingeiprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all bumed out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Fina1 Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior azeas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, re�nove erosion control from site. 5. Clean sigas, lights, signals, etc. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation Ciry Project No. 02073 01 74 23 - 4 CLEANING Page 4 of 4 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACffiVI�NTS [NOT USED] 5 END OF SECTION Revision Log DATE NAME SI;�I�IMARY OF CHANGE 7 CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS City Project No. 02073 Revised July 1, 2011 017719-1 CLOSEOUT REQUIItEMENTS Page 1 of 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 1 2 3 PART1- GENERAL SECTION 017719 CLOSEOUT REQUIREMENTS 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but aze 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 sepazate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMIlYISTRATIVE REQITIItEMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified aze satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 PA.RT 2- PRODUCTS [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXANIINATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation Ciry Project No. 02073 017719-2 CLOSEOVf REQUIItEMENTS 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 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: l. Project Record Documents in accordance with Section Ol '78 39 2. Operation and Maintenance Data, if required, in accordance with Section Ol 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. FinalInspection 3 4. l. After final cleaning, provide notice to the City Project Representa.tive that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will noti�y the Contractor, in writing within 10 business days, of any particulars in which this inspecrion reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spaze parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vau1t keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment 33 D. Notice of Project Completion 34 1. Once the City Project Representative finds the Work subsequent to Final Inspection 35 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 36 37 38 39 40 41 42 43 44 45 E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Fina1 Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 F. Letter of Fina1 Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Docwnentation, in accordance with General Conditions, City will issue Letter of Fina1 Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING (NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACffiVI�NTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 17 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Buiiding No. 3 Rehabilitation City Project No. 02073 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 2 3 PA.RT 1- GENERAL 4 1.1 StfMMARY SECTION Ol 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products fiunished under Contract 8 2. Such products may include, but aze not limited to: 9 . 10 w T,.,.:,�.,,.;,.� r,.,,.,.,.»e..� i,.,. �.e 11 6. �..++e..s.,., v..�.,.,� 12 a. Weir Gate 13 b. Condensate Pump Station 14 S. Deviations from this City of Fort Worth Standard Specification 15 l. See paza�ra_ph 1.1.A.2 for additions and deletions to products. 16 2. See para�raph 1.1.D for additions. 17 3. See paza�raph 1.5.B and C for additions. 18 4. See para�raph 1.6.A.2.f.2.d for additions. 19 5. See para�r�h 1.6.A.4 for deletions. 20 6. See para�ra.,ph 1.6.B.l.d for chan�es. 21 7. See naza�raph 1.6.D.2 for additions. 22 8. See paraQraph 1.6.D3.c for additions and chan�es. 23 9. See parag�nh 1.6.D.4.e for additions and chan�es. 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0— Bidding Requirements, Cont=act Forms and Conditions of the Contract 26 2. Division 1— General Requirements 27 28 29 30 31 32 33 34 35 36 37 38 1.2 39 D. Definitions 1. Ouerations and Maintenance Data• All product related information and documents which are required for preparation of the plant operation and maintenance manual. This information sha11 be supplied b�the manufacturer for initial use durin� testing and start-un. 2. Preventative Maintenance Instructions: All information and instructions required bv plant personnel to keep a product or piece of ecLuipment properlv lubricated adiusted and otherwise maintained so that the item functions economicallv throu�hout its full desiQn life. 3. Corrective Maintenance: All informarion and instructions required bv nlant personnel to repair a nroduct or piece of equipment in the field. PRICE AND PAYMENT PROCEDURES A. Measurement and Payment CITY OF FORT WORTH Village Creek WRF Baz Screen 3 Rehabilitation STANDARD CONSTRUCITON SPECIFICATION DOCUMENTS City Project No. 02073 Revised 7uly i, 2011 Ol 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 l. Work associated with this Item is considered subsidiary to the various Items bid. 2 No sepazate payment will be allowed for this Item. 3 1.3 REFERENCES (NOT USED] 4 1.4 ADMINISTRATIVE REQiTIREMENTS 5 6 7 A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 8 1.5 SUBMITTALS 9 10 11 12 13 14 A. Submittals shall be in accordance with Section Ol 33 00 Submittal Procedures. All submittals shall be approved by the City prior to delivery. B. Adequate Operations and Maintenance Data shall be submitted and approved before traininQ, initial testin� and start-u� C. Fina1 Operations and Maintenance Manuals shall be submitted and cleazly identified in both electronic and hazd copv documents. 15 1.6 INFORMATIONAL SUBMITTALS 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 A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8%z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each sepazate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATIl�TG AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual d) Plant desi�nated Equipment Repair Number (ERN� 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders aze used, correlate the data into related consistent groupmgs. 4. �€z��Provide an electronic form of the O&M Manual. CTTY OF FORT WORTFi Village Creek WRF Baz Screen 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry ProjectNo. 02073 Revised Juty 1, 2011 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 B. Manual Content 3 !� l. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Loca1 source of supply for parts and replacement d. Identify each product by product name, ERN and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which aze pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. Written text, as required to supplement product data for the particulaz installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes l. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full informarion on products 1) Applicable standards 2) Chemical composition CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Village Creek WRF Baz Screen 3 Rel�abilitation City Project No. 02073 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 3) Details of installation 2 b. Instructions for inspection, maintenance and repair 3 D. Manual for Equipment and Systems 4 1. Submit 5 copies of complete manual in final form. 5 2. Submit snecific manual information for the specific application and location, avoid 6 submittin� �eneric or tvnical manual information if it is not applicable. 7 3. Content, for each unit of equipment and system, as appropriate: 8 a. Description of unit and component parts 9 1) Function, normal operating characteristics and limiting conditions 10 2) Performance curves, engineering data and tests 11 3) Complete nomenclature and commercial number of replaceable parts 12 b. Operating procedures 13 1) Start-up, break-in, routine and normal operating instructions 14 2) Regulation, control, stopping, shut-down and emergency instructions 15 3) Suinmer and winter operating instructions 16 4) Special operating instructions 17 c. Maintenance procedures 18 1) Routine operations 19 2) Preventative maintenance schedule 20 3) Guide to "trouble shooting" 21 4) Corrective maintenance: 22 a) Disassembly, repair and reassembly 23 b) Ali�nment, adiustin� and checkin� 24 d. Servicing and lubrication schedule 25 1) List of lubricants required 26 e. Manufacturer's printed operating and maintenance instructions 27 f. Description of sequence of operation by control manufacturer 28 1) Predicted life of parts subject to wear 29 2) Items recommended to be stocked as spare parts 30 g. As installed control diagrams by controls manufacturer 31 h. Each contractor's coordination drawings 32 1) As installed color coded piping diagrams 33 i. Charts of valve ta.g numbers, with location and function of each valve 34 j. List of original manufacturer's spare parts, manufacturer's current prices, and 35 recommended quantities to be maintained in storage 36 k. Other data as required under pertinent Sections of Specifications 37 38 39 40 41 42 43 44 45 46 47 48 49 4. 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 insiructions 2) Sequencesrequired CTTY OF FORT WORTH Village Creek WRF Baz Screen 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS CityProjectNo. 02073 Revised July 1, 2011 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3) Special operating instructions e. Maintenance procedures 1) Routine operarions 2) Preventative maintenance schedule 3) Guide to "trouble shooting" 4) Correcrive maintenance: a) Disassemblv, repair and reassemblv b) Adiustment and checkin� f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spaze parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 5. Prepare and include additional data when the need for such daxa. becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SiJBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Provide operation and maintenance data by personnel with the following criteria: 19 1. Trained and experienced in maintenance and operation of described products 20 2. Skilled as technical writer to the extent required to communicate essential data 21 3. Skilled as draftsman competent to prepare required drawings 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WA,�tRANTY [NOT USED] 25 PART 2- PRODUCTS [NOT USED] 26 PART 3- EXECUTION [NOT USED] f��ll 28 END OF SECTION Revision Log DATE NAME SLTMMARI' OF Ci3ANGE 29 CTTY OF FORT WORTH Village Creek WRF Baz Screen 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 017839-1 PROJECT RECORD DOCUMENTS Page 1 of4 1 2 3 PART1- GENERAL C�i��.y11►51�i /_\:�`/ 5 6 7 8 9 10 11 12 13 14 15 16 17 SECTION 0178 39 PROJECT RECORD DOCUMENTS A. Secrion Includes: l. 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. Lazge Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but aze not necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 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 REQUIltEMENTS [NOT USED] 23 1.5 SiTBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMiTTALS [NOT USED] 27 1.7 CLOSEOITT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 30 31 32 33 34 35 36 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 pocuments where such entry is required to show the change properly. 2. Accuracy of records shall be such that future seazch for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICAT'ION DOCUMENTS City Project No. 02073 Revised July 1, 2011 017839-2 PROJECT RECORD DOCiJMENTS Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3. To facilitaxe accuracy of records, make entries within 24 hours after receipt of infoimation that the change has occurred. 4. Provide factual information regazding all aspects of the Work, both concealed and visible, to enable future modi.fication of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WA,�tRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 20 21 22 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 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 Inspecrion, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 31 32 33 34 35 3.2 EXAD'IINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set l. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CTTY OF FORT WORTfi VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 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 2. PI8S8N3hOII 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 suita.ble method for protecting the job set. b. Do not use the j ob set for any purpose except entry of new da.ta. 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, in accordance with the intervals set forth in Section Ol 71 23, 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), cleazly 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 azeas 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 similaz 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 nm of items. 1) Fina1 physical azrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Cazefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Cleazly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actuallocation of items. c. Call attention to each entry by drawing a"cloud" around the area or azeas affected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 01 78 39 - 4 PROJECT RECORD DOCiJMENTS Page 4 of4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 l� 18 19 20 21 22 23 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other pocuments a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefiilly transfer the change data to the new copy to the approval of the City. 3.5 REPAIIt / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD (ox] STTE QUALTTY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 1bIAINTENANCE [NOT USED] 3.14 ATTACffiVI�NTS [NOT USED] END OF SECTION Revision Log DATE NAME SI:IMMARY OF CHANGE 24 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 Division 02 Egisting Conditions THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 024100-I DEMOLITION AND MODIFICATIONS Page 1 of4 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 SECTION 02 4100 DEMOLITION AND MODIFICATIONS PART1- GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and demolish, mociify, remove and dispose of work shown on the Drawings and as specified herein. B. Included, but not limited to, aze demolition, modifications and removal of existing ma- terials, equipment or work necessary to install the new work as shown on the Drawings and as specified herein and to connect with existing work in approved manner. C. Demolition, modifications and removals which may be specified under other Sections shall conform to requirements of this Section. D. Demolition and modifications include: 1. Electrical demolition in Baz Screen Building 3. 2. Removal of bar screen elements from Bar Screens 31-35. 3. Existing condensate pipe demolition. E. Blasting and the use of explosives will not be permitted for any demolition work. 1.2 RELATED WORK A. Summary of Work is included in Section O1 11 00. B. Submittals are included in Section Ol 33 00. C. Construction Schedule is included in Section O1 32 16. D. Utility Trench Excavation, Embedment, and Backfill is included in Section 33 OS 10. E. Environmental Protection Procedures is included in Section Ol 35 43. F. Electrical Demolition is included in Section 26 41 19. 1.3 SUBNIITTALS A. Submit, in accordance with Section 0133 00, six copies of proposed methods and oper- ations of demolition of the shuctures and modifications prior to the start of work. In- clude in the schedule the coordina.tion of shutoff, capping and continuation of utility service as required. B. Furnish a detailed sequence of demolition and removal work to ensure the uninterrupted progress of the Owner's operations. Sequence shali be compatible with sequence of construction and shutdown coordination requirements as specified in Section Ol 12 16. C. Before commencing demolition work, all modifications necessary to bypass the affect- ed staucture shall be completed. Actual work shall not begin until the Engineer has in- spected and approved the modifications and authorized commencement of the demoli- tion work in writing. m 2013 CDM Smith All Rights Reserved VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 02 4100 - 2 DEMOLITION AND MODIFICATIONS Page 2 of4 1 1.4 JOB CONDITIONS 2 3 4 5 6 7 8 9 10 11 A. Protection l. 2. 3. Execute the demolition and removal work to prevent damage or injury to structures, occupants thereof and adjacent features which might result from falling debris or other causes, and so as not to interfere with the use, and free and safe passage to and from adjacent structures. Closing or obstructing of roadways, sidewalks and passageways adjacent to the work by the placement or storage of materials will not be permitted and all opera- tions shall be conducted with a mini.mum interference to traffic on these ways. Erect and maintain bartiers, lights, sidewalk sheds and other required protective de- vices. 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 B. Scheduling 1. Carry out operations so as to avoid interference with operations and work in the ex- isting facilities. C. Notification 1. At least 48 hours prior to commencement of a demolition or removal, notify the Engineer in writing of proposed schedule therefor. Owner shall inspect the e�sting equipment and to identify and mazk those items which are to remain the property of the Owner. No removals shall be started without the permission of the Engineer. D. Conditions of Structures 1. The Owner and the Engineer assume no responsibility for the actual condition of the structures to be demolished or modified. 2. Conditions e�sting at the time of inspection for bidding purposes will be main- tained by the Owner insofar as practicable. However, variations within a structure may occur prior to the start of demolition work. 3. The Engineer may, upon inspection, direct the Contractor to repair or replace dete- riorated or damaged structures, piping or mechanical equipment as elctra work. Ex- tra work, if any, will be performed and paid for in accordance with other portions of the Specifications. E. Repairs to Damage l. Promptly repair damage caused to adjacent facilities by demolition operation when directed by Engineer and at no additional cost to the Owner. Repairs shall be made to a condition at least equal to that which existed prior to construction. F. Traffic Access l. 2. 3. Conduct demolition and modification operations and the removal of equipment and debris to ensure m;n;rnum interference with roads, streets, walks both onsite and offsite and to ensure minimum interference with occupied or used facilities. Special attention is directed towards maintaining safe and convenient access to the existing facilities by plant personnel and plant associated vehicles. Do not close or obstruct streets, walks or other occupied or used facilities without permission from the Engineer. Fuinish altemate routes around closed or obstructed traffic in access ways. m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 02 41 00 - 3 DEMOLTTION AND MODIFICATIONS Page 3 of 4 1 1.5 RULES AND REGULATIONS 2 3 4 5 6 A. The Building Code of the State of Texas sha.il control the demolition, modification or alteration of the existing buildings or structures. B. No building or structure, or any part thereof, shall be demolished until an application has been filed with the Building Inspector and a permit issued. The fee for this permit shall be the Contractor's responsibility. 7 1.6 DISPOSAL OF MAT'ERIAL 8 9 10 A. All material and items of equipment shall become the Contractor's property and must be removed from the site. B. The storage or sale of removed items on the site will not be allowed. 11 PART 2- PRODUCTS [NOT USED] 12 PART 3 - EXECUTION 13 3.1 GENERAL 14 A. All materials and equipment removed from e�sting work shall become the property of 15 the Contractor, except for those which the Owner has identified and mazked for his/her 16 use. All materials and equipment mazked by the Owner to remain shall be cazefully re- 17 moved, so as not to be damaged, cleaned and stored on or adjacent to the site in a pro- 18 tected place specified by the Engineer or loaded onto trucks provided by the Owner. 19 B. Dispose of all demolition materials, equipment, debris and all other items not marked 20 by the Owner to remain, off the site and in conformance with all existing applicable 21 laws and regulations. 22 23 24 25 26 27 28 29 30 C. Pollution Controls 1. Use water sprinkling, temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. Comply with goveming regulations pertaining to environmental protecrion. a. Do not use water when it may create hazazdous or objectionable conditions such as ice, flooding and pollution. b. Clean adjacent structures, facilities, and improvements of dust, dirt and debris caused by demolition operations. Return adjacent azeas to conditions existing prior to the start of the work. 31 3.2 STRUCTURAL REMOVALS 32 A. Remove structures to the lines and grades shown unless otherwise directed by the Engi- 33 neer. Where no limits are shown, the limits shall be 4-in outside the item to be installed. 34 The removal of masonry beyond these limits shall be at the Contractor's expense and 35 these excess removals sha11 be reconstructed to the sarisfaction of the Engineer with no 36 additional compensation to the Contractor. 37 B. All concrete, brick, tile, concrete block, roofing materials, reinforcement, structural or 38 miscellaneous metals, plaster, wire mesh and other items contained in or upon the struc- 39 ture shall be removed and taken from the site, unless otherwise approved by the Engi- 40 neer. Demolished items shall not be used in backfill adjacent to structures or in pipeline 41 trenches. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 020'73 024100-4 DEMOLITION AND MODIFICATIONS Page 4 of 4 1 C. After removal of parts or all of masonry walls, slabs and like work which tie into new 2 work or existing work, the point of junction shall be neatly repaired so as to leave only 3 finished edges and surface exposed. 4 3.3 MECHANICAL REMOVALS 5 A. Mechanical removals shall consist of dismantling and removing of existing septic sys- 6 tems, piping, pumps, motors, equipment and other appurtenances as specified, shown, 7 or required for the completion of the work. It shall include cutting, capping, and plug- 8 ging as required, except that the cutting of eausting piping for the purpose of malang 9 connections thereto will be included under Division 15. 10 B. Existing process, water, chemical, gas, fuel oil and other piping not required for the new 11 work shall be removed where shown or where it will interfere with new work. Piping 12 not indicated to be removed or which does not interfere with new work shall be re- 13 moved to the neazest solid support, capped and left in place. Chemical and fuel lines 14 and tanks shall be purged and made safe prior to removal or capping. Where piping that 15 is to be removed passes through existing walls, it shall be cut off and properly capped 16 on each side of the wall. 17 C. When underground piping is to be altered or removed, the remaining piping shall be 18 properly capped. Abandoned underground piping may be left in place unless it inter- 19 feres with new work or is shown or specified to be removed. 20 D. Waste and vent piping shall be removed to points shown. Pipe shall be plugged with 21 cleanouts and plugs. Where vent stacks pass through an existing roof that is to remain, 22 they shall be removed and the hole in the roof properly patched and made waterhight. 23 E. Any changes to potable water piping and other plumbing and heating system work shall 24 be made in conformance with a11 applicable codes and under the same requirements as 25 other underground piping. All portions of the potable water system that have been al- 26 tered or opened shall be pressure tested and disinfected in accordance with Section O1 27 45 28 and local codes. Other plumbing piping and heating piping shall be pressure test- 28 ed only. 29 3.4 CLEAN-UP 30 A. Remove from the site all debris resulting from the demolition operations as it accumu- 31 lates. Upon completion of the work, all materials, equipment, waste and debris of every 32 sort shall be removed and premises sha11 be left, clean, neat and orderly. 33 END OF SECTION m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved Cify Project No. 02073 02 41 15- 1 I-�PE PIPE REPAIR Page 1 of 4 2 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 6 7 8 9 10 11 SECTION 02 41 15 �-IDPE PIPE REPAIR A. Furnish all labor, materials, equipment and incidentals required and repair and test odor control duct and appurtenances as specifed herein. B. It is the intent of this specification to provide for the rehabilitation of an active odor control duct that has active groundwater infiltration. See Sheet C-3 for work area location. C. Crack and joint repair work shall occur without excavation and through the use of extrusion welding or other Engineer approved means. 12 1.2 RELATED WORK [NOT USED] 13 1.3 SUBMITTALS 14 15 16 17 18 19 20 21 22 23 24 25 26 27 A. Submit the following in accordance with Section Ol 33 00. l. Contractor's Qualifications. Submit copy of manufacturer's licenses certificate. Submit list of ten (10) sixnilar jobs within the past three (3) years as well. Provide project information such as naxne of project, number of services connection laterals, date complete, and project references. All listed projects must have been performed within the United States of America. 2. Pipe Cleaning Procedure. Contractor shall submit a narrative describing in sufficient detail the proposed methods of dewatering and cleaning the existing odor control duct. Prepare such narrative to include the degree of cleaning as recommended by the pipe manufacturer. Such narrative shall indicate approval of proposed cleaning methods by the pipe manufacturer's technical representative. 3. Pre- and post-repair video recordings and logs. Contractor shall submit two (2) copies of the pre- and post-repair television inspection video recordings and logs for the duct. 28 1.4 GUARANTEE 29 30 31 32 33 34 35 36 37 38 39 40 A. r,r,..,,,f ,.«,...,,.. � .. .. „a ,,��:..e , e � �-,,,,. +�.o a.,*o „��,,,� ., o„*„.�.o. All crack and 1 joint repair work shail be fullv �uaranteed for a period of two vears from the date of final acceptance. A written warranty shall be submitted. During this period, all serious defects discovered by the Owner shall be removed and replaced in a satisfactory manner at no additional cost to the Owner. The Owner may conduct an independent television inspection, at his own expense, of the repair work prior to the completion of the guarantee period. Contractor will be responsible to remove and repair, at Contractor's expense, all such defects in a manner that is satisfactory to the Engineer. Defects also include but not limited to: 1. Groundwater leakage through the repaired joint or crack. 2. Separation of the joint from the pipe. � 2013 CDM Smith VCWRF Baz Screen Suilding No. 3 Rehabilitation All Rights Reserved City Project No. 02073 02 41 15- 2 HDPE PIPE REPAIR Page 2 of 4 PART 2 - PRODUCTS 2 2.1 MATERIALS 3 A. Joint Repair 4 1. Joint separation shall be repaired by grinding the existing surface to virgin 5 polyethylene material and extrusion welding the joint together. Other methods can 6 be submitted to the Engineer for approval. 7 B. Crack Repair 8 1. Crack separation shall be repaired by grinding the existing surface to virgin 9 polyethylene material and extrusion welding a polyethylene plate to interior of the 10 duct. Other methods can be submitted to the Engineer for approval. 11 12 PART 3 - PRODUCTS 13 3.1 PRE-INSPECTION 14 A. A recorded video survey must be done on the duct. The inspection shall confirm the 15 location and clock reference of the points in the duct to be repaired, and the presence of 16 active infiltration within the vicinity of the work area. 1'7 S. Two copies of the pre-repair inspection shall be submitted to the Engineer prior to 18 performing work. The Contractor shall be responsible for having a copy of the pre-repair 19 inspections in the field as well. 20 3 LINE PREPARATION 21 1 . Prior to any repair in the area around the duct in both the main and lateral shall be 22 inspected. Waste product build-up, hard scale, roots, lateral cutting debris or standing 23 water must be removed. �4 �',��r'`r� ,'' *� *'�� ,'�'�� a Clean the entire len�th of the below �rade HDPE 25 pipe. T'he term "cieaned" shall mean the removal of all water, sand, dirt, roots, grease, 26 and all other solids or semisolid materials from the interior face of the sewer lines. 27 B. Where active groundwater infiltration is present and when it is recommended by the 28 pipe manufacturer the infiltration must be stopped prior to repair work starting. 29 3.3 WELDING 30 A. Welding methods shall be per manufacturer's recommendations as attached in 31 Attachment A. 32 3.4 FIELD TESTING AND ACCEPTANCE 33 A. Following installation of the repair, conduct a fmal, video recorded, color television 34 inspection of the completed work. Field acceptance of the repairs shall be based on the 35 Engineer's evaluation of the installation including TV inspection video recordings. 36 B. Groundwater infiltration at the point of repairs shall be zero. 3'7 � 2013 CDM Smith VCWRF Saz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 02 41 15- 3 HDPE PIPE REPAIR Page 3 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 C. Low Pressure Test: 1 2 3. � Low-pressure air tests shall be made with equipment specifically designed and manufactured for the purpose of testing pipelines using low-pressure air. The equipment shall be provided with an air regulator valve or air safety valve so set that the intemal air pressure in the pipeline cannot exceed 8 psig. Pneumatic plugs shall have a sealing length equal to or greater than the diameter of the pipe to be tested. All air used shall pass through a single control panel. Install plugs. Brace plugs securely as required for safety and allow no one in the area while pressurizing the line or during the test. Low-pressure air shall be introduced into the sealed line until the internal air pressure reaches 4 psig. The internal air pressure in the sealed line shall not be allowed to exceed 8 psig. At least 2 minutes shall be allowed for the air pressure to stabilize in the section under test. After the stabilization period, the low-pressure air supply hose shall be quickly disconnected from the control panel. The tune required in minutes for the pressure in the section under test to decrease from 3.5 to 2.5 psig shall not be less than that shown in Table 1 of ASTM C828. If the pipe section does not pass the air test, sectionalize the section tested to determine the location of the leak. Once the leak has been located, repair and retest. D. The Contractor shall clean up the project area after the work is completed and ali testing is accepted. Remove and dispose of all excess materials and debris at each location as directed by the Engineer. END OF SECTION � 2013 CDM Smith All Rights Reserved VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 02 41 15- 4 FIDPE PIPE REPAIIt Page 4 of 4 i a � 2013 CDM Smith All Rights Reserved 02 41 15 ATTAC�IMENT A VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 Fabrication Standard Operating Procedure Manual SUBJECT: IV Manhole and Structures REFERENCE NUMBER: 1.60.2 SUB-SUBJECT: Extrusion Welding Bell & Spigot ISSUE DATE: 11/21/11 PREPARED BY: Tony Jones REPLACES: NEW APPROVED BY: PAGE: 1 of 5 SCOPE - A standard procedure for the handheld thermoplastic extrusion welding of Bell& Spigot end treatments on Spirolite Pipe or other HDPE structures. This procedure is intended to provide fabricators with the necessary instructions to produce a quality weld. PROCEDURE I. OPERATION PARAMETERS FOR THE HANDHELD WELDING GUN A. Connect the welding gun to a contaminant free air source with a minimum airflow capacity of 7 CFM. The required air pressure for shop welding is 20 to 25 psi. A welding gun -- with a self contained air source or blower will be acceptable to use providing it meets the above requirements. B. Before plugging the gun into the required electrical outlet, ensure the starting trigger is in the released position. C. Plug the gun into the electrical source and access the SP mode for temperature set point on the controller box. (Some older welding guns will have a dial indicator instead of digital control box) See if the temperature is set at 240°- 254° for Celsius settings and 464°-490° for Fahrenheit settings. (Note: Setting temperatures are guidelines and may need to be adjusted as the above temperatures are for the �extruded plastic) For digital controllers wait until the read-out shows a green light or internal reading indicating the tool is at the set point and ready for use. This will take approximately 10-15 minutes. The read-out should indicate the temperature is within the set point range. If the digital display shows an "error" code, shut the unit down and contact your supervisor. D. Using a pyrometer with a thermocouple for air, check the air temperature at the tip of the heating nozzle near the end of the Teflon die. Adjust the controller to achieve an air temperature of 250°-266° Celsius or 482°-510°Fahrenheit. The air temperature gage on the side of the tool should be used as a guide. E. Insert the desired Teflon tip in to the nozzle of the Fabrication Standard Operating Procedure Manual SUBJECT: IV Manhole and Structures REFERENCE NUNIBER: 1.60.2 SUB-SUBJECT: Extrusion Welding Bell & Spigot ISSUE DATE: 11/21/11 PREPARED BY: Tony Jones REPLACES: NEW APPROVED BY: PAGE: 2 of 5 welding gun. Setscrews hold the Teflon tip in place. Always use heat protective gloves to perform this function, as the tip will be hot. Use a flat die for flat passes and a beveled die for fillet or corner welds. F. Before welding, the heated gun barrel must be purged of any cold or burnt material. Insert the required welding rod into the tools conveyance wheel. The rod may be 3mm-4mm in thickness depending on which gun is used. Ensure that the rod is kept clean by tying a section of cotton rag around the rod just before it enters the gun. The rod must be kept clean and free of dirt, water and other contaminants. With all heating parameters in place, stand to the back of the gun and pull the trigger, locking it in place. NEVER STAND IN THE FRONT OR TO THE SIDE OF GDN WHEN ENGAGING THE TRIGGER! MAKE SURE NO ONE IS IN THE CLOSE PROXIMITY. IF THE GIIN MALFUNCTIONS, HOT PLASTIC MAY SPRAY THE OPERATOR! F. Purge the material at least the length of the tools barrel or until the extruded rod has a smooth, consistent appearance free of bumps. G. Check the temperature of the extrudate by using a pyrometer with a rod shaped thermocouple meant for plastics. Insert the thermocouple into the plastic while it is beinq extruded from the tip of the welding gun. Let the extrudate flow around the thermocouple while maintaining the probe at the end of the Teflon die. Hold in position until the temperature stabilizes. If necessary, adjust the controller temperature settings to achieve the required plastic temperature of 240°-254° Celsius or 464°-490° Fahrenheit is reached. The welding gun is now ready for use. Ii. Record melt and air temperatures on the Extrusion Weld Temperature Check List, Exhibit 1.60B. II SURFACE PREPARATION A. While the welding gun is reaching its set temperature, begin preparing the area of the surface to be welded. It is acceptable to prepare the surface at any time providing it is no longer than 12 hours before the actual welding of the part takes place. Periods of more than 12 hours may result in an oxidation the surface. If this occurs the surface must Fabrication Standard Operating Procedure Manual SUBJECT: IV Manhole and Structures REFERENCE NUMBER: 1.60.2 SUB-SUBJECT: Extrusion Welding Bell & Spigot ISSUE DATE: 11/21/11 PREPARED BY: Tony Jones REPLACES: NEW APPROVED BY: PAGE: 3 of 5 be prepared again. The part must be cleaned free of dirt or any other contaminants. Use clean, lint free cotton rag. It is acceptable to wipe the part with water or Isopropyl Alcohol as long as it is dried before welding. B. The surface area must be beveled by the use of a router, planer, or scraper, to allow optimum penetration of the extrudate. A planer that will bevel the concave portion of the pipe may be used for the inside surface. A deeper bevel may be reguired on thicker pipe walls. Make sure the gaps do not exceed the width of the preheat or Teflon die. This will cause the area of the surface to not be properly preheated and result in a sunken weld. C. After beveling the inside and outside surface of the part it must be scraped with a hand scraper or planed on each side of the area to be welded. Once prepared the part may be tacked in place. Surface preparation must be evident outside the welded area. III WELDING PROCESS A. With the heating parameters on the welding gun set and the surface area prepared, it is now time to start the welding process. Wear gloves and arm protectors to guard from any hot parts on the welding tool. Obtain a Marcarta or similar Teflon coated packer to seal the welds edges and if necessary pack the extrudate while welding. B. Pickup the welding gun with one hand on the side handle and one on the trigger handle. NEVER GRAB THE GDN BY THE HEATED BARREL! Purge the gun to remove the extrudate from the tip. Position the gun over the area to be welded so that the preheat nozzle is approximately 2" above the prepared surface area. Move the gun back and forth to preheat a 2-3 inch area. In approximately 3-5 seconds the surface of the part will become slightly glazed and softened. C. Place the Teflon welding tip directly onto surface of the part so the preheat nozzle i the trigger on the welding gun and push the mechanism in place. Keeping the welding gun possible, wait until '�"-'�"of weld protrudes of the Teflon tip and slowly move the tool the preheated s in front. Pull locking level as from the front along the joint Fabrication Standard Operating Procedure Manual SUBJECT: IV Manhole and Structures REFERENCE NUMBER: 1.60.2 SUB-SUBJECT: Extrusion Welding Bell & Spigot ISSUE DATE: 11/21/11 PREPARED BY: Tony Jones REPLACES: NEW APPROVED BY: PAGE: 4 of 5 seam. Guide the tool in continuous, uniform movements, applying pressure to the surface area. The travel speed of the tool should not exceed the capability of the air heater to preheat the downstream parent material. Once the process is taking place it is permissible to tilt the tool back around 5° to help pack the weld and seal the edges. (Note: This process may be used to tack the parts in place before the final welding process. The tacks should be 2-3 inches in length and ground down below the outer surface before the final weld pass is completed.) D. While it is desirable to weld a joint in one entire pass, situations may occur on large diameter fittings where it is necessary to stop and start the weld. Whenever a weld is restarted the area must be smooth and the weld should be started 3-4 inches before the end weld and overlapped when finished by 3-4 inches. Multiple weld passes must have starts and stops staggered. E. Allow the final weld to cool for approximately 30 minutes before movement of the fitting or structure. Inspect the welded surface visually for signs of cracks, poor adhesion, stress marks, or improperly filled joint seams. On thicker walls there may be some shrinkage of the weld. Any sunken area with a depth of greater than 1/8" must be re-welded. Any weld that is considered unacceptable must be completely removed. The surface must be prepared again and the area re- welded. Scraping down of the final weld should be avoided. F. If unusual problems occur with the welding tool, always contact your supervisor. IV WELDER TESTING AND CERTIFICATION A. After readinq the procedure the welder will be required to take a written exam. A passinq grade of 700 or better will be required. A test result lower than 70o will require the welder to take the test over. This test will be required at the time of certification only. B. Using the welding parameter, surface preparation and welding process information in this procedure, prepare two 6" wide by 12" long sections of 1" thick HDPE flat sheet. Clamping Fabrication Standard Operating Procedure Manual SUBJECT: IV Manhole and Structures REFERENCE NUMBER: 1.60.2 SUB-SUBJECT: Extrusion Welding Bell & Spigot ISSUE DATE: 11/21/11 PREPARED BY: Tony Jones REPLACES: NEW APPROVED BY: PAGE: 5 of 5 the sections down so that the beveled surfaces meet, weld one side. Leave clamped until cooled. After cooling flip the section over, die grind the qroove to expose the weld on the opposite side, then weld. Tensile dog bones will be prepared to make a comparison between the parent material and weld. A 900 or better score will need to be achieved to receive a passing grade. This test will be required at the time of certification only. Extrusion Welding Sign Off Sheet NAME: DATE: Employee Number: Fabrication Standard Operating Procedure Manual SUBJECT: IV Manhole and Structures REE'ERENCE NUMBER: 1.60.2 SUB-SUBJECT: Extrusion Welding Bell & Spigot ISSUE DATE: 11/21/11 PREPARED BY: Tony Jones REPLACES: NEW APPROVED BY: PAGE: 6 of 5 Division 03 Concrete THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 030130-1 MODIFICATIONS TO EXISTING CONCRETE Page 1 of 4 1 SECTION 03 0130 2 MODIFICATIONS TO EXISTING CONCRETE 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Furnish all labor, materials, equipment, and incidentais required and cut, remove, re- 6 pair, or otherwise modify parts of existing concrete structures or appurtenances as 7 shown on the Drawings and as specified herein. Work under this Section shall also in- 8 clude bonding new concrete to existing concrete. 9 1.2 SUBMITTALS 10 A. Submit to the Engineer, in accordance with Section 01300, a Schedule of Demolition, 11 and the detailed methods of demolition to be used at each location. 12 B. Submit manufacturer's technical literature on all product brands proposed for use to the 13 Engineer for review. The submittal shall inciude the manufacturer's installation and/or 14 application instructions. 15 C. When substitutions for acceptable brands of materials specified herein are proposed, 16 submit brochures and technical data of the proposed substitutions to the Engineer for 17 approval before delivery to the project. 18 1.3 REFERENCE STANDARDS 19 A. American Society for Testing and Materials (ASTM) 20 1. ASTM C881 - Standard Specification for Epoxy-Resin-Base Bonding Systems for 21 Concrete 22 2. ASTM C882 - Standard Test Method for Bond Strength of Epoxy-Resin Systems 23 Used with Concrete by Slant Sheer 24 3. ASTM D570 - Standard Test Method for Water Absorption of Plastics 25 4. ASTM D638 - Standard Test Method for Tensile Properties of Plastics 26 5. ASTM D695 - Standard Test Method for Compressive Properties of Rigid Plastics 27 6. ASTM D732 - Standard Test Method for Shear Strength of Plastics by Punch Tool 28 7. ASTM D790 - Standard Test Methods for Flexural Properties of Unreinforced and 29 Reinforced Plastics and Electrical Insulating Materiais 30 B. Where reference is made to one of the above standards, the revision in effect at the time 31 of bid opening shall apply. 32 1.4 QUALITY ASSURANCE 33 A. No existing structure or concrete shall be shifted, cut, removed, or otherwise altered un- 34 til authorization is given by the Engineer. 35 B. When removing materials or portions of existing structures and when making openings 36 in existing structures, all precautions shall be taken and all necessary barriers, shoring 37 and bracing, and other protective devices shall be erected to prevent damage to the 38 structures beyond the limits necessary for the new work, protect personnel, control dust, 39 and to prevent damage to the structures or contents by falling or flying debris. Unless 40 otherwise permitted, shown, or specified, line drilling will be required in cutting exist- 41 ing concrete. VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 030130-2 MODIFICATIONS TO EXISTING CONCRETE Page 2 of 4 1 C. Manufacturer Qualifications: The manufacturer of the specified products shall have a 2 minimum of 10 years' experience in the manufacture of such products and shall have an 3 ongoing program of training, certifying, and technically supporting the Contractor's per- 4 sonnel. 5 1.5 DELIVERY, STORAGE, AND HANDLING � 0 A. Deliver the specified products in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. B. Store and condition the specified product as recommended by the manufacturer. 9 PART2- PRODUCTS 10 2.1 MATERIALS 11 12 13 14 15 16 17 18 19 20 21 ?? 23 24 25 26 ?� ?g 29 30 31 32 33 34 35 36 37 38 39 40 A. General 1. Materials shail comply with this Section and any state or local regulations. B. Epoxy Bonding Agent 1. General a. The epoxy bonding agent shall be a two-component, solvent-free, asbestos-free, moisture-insensitive epoxy resin material used to bond plastic concrete to hard- ened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specified herein. 2. 3. Material a. Properties of the cured material: 1) Compressive Strength (ASTM D695): 8,500 psi minimum at 28 days 2) Tensile Strength (ASTM D638): 4,000 psi minimum at 14 days 3) Fiexural Strength (ASTM D790 - Modulus of Rupture): 6,300 psi mini- mum at 14 days 4) Shear Strength (ASTM D732): 5,000 psi minimum at 14 days 5) Water Absorption (ASTM D570 - 2 hour boil): 1 percent maximum at 14 days 6) Bond Strength (AST'M C882) Hardened to Plastic: 1,500 psi minimum at 14 days moist cure 7) Color: Gray Approved manufacturer's include: Sika Corporation, Lyndhurst, New Jersey — Ar- matec 110; Master Builder's, Cleveland, Ohio - Concresive Liquid (LPL); or equal. C. Non-Shrink Precision Cement Grout, Non-Shrink Cement Grout, Non-Shrink Epoxy Grout, and Polymer Modified mortar are included in Section 03600, Grout. D. Adhesive Capsule type anchor system shall be equal to Molly parabond two-part stud and capsule system by Emhart, Temple, Pennsylvania, or the HVA adhesive Anchoring System by Hilti Fastening Systems, Tulsa, Oklahoma. The capsule shall consist of a sealed glass capsule containing premeasured axnounts of a polyester or vinylester resin, quartz sand aggregate, and a hardener contained in a separate vial within the capsule. VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 030130-3 MODIFICATIONS TO EXISTING CONCRETE Page 3 of 4 1 E. Repair Mortars 2 1. Repair mortar materials shall be in accordance with materials specified in the Draw- 3 ings. 4 PART 3 - EXECUTION 5 3.1 GENERAL 6 A. Cut, repair, reuse, demolish, excavate, ar otherwise modify parts of the existing struc- 7 tures or appurtenances, as indicated on the Drawings, specified herein, or necessary to 8 permit completion of the Work. Finishes, joints, reinforcements, sealants, etc., are 9 specified in respective Sections. All work shall comply with other requirements of this 10 of Section and as shown on the Drawings. 11 B. All commercial products specified in this Section shall be stored, mixed, and applied in 12 strict compliance with the manufacturer's recommendations. 13 C. C.In all cases where concrete is repaired in the vicinity of an expansion joint or control 14 joint the repairs shall be made to preserve the isolation between components on either 15 side of the joint. 16 D. When drilling holes far dowels/bolts at new or existing concrete, drilluig shall stop if 17 rebar is encountered. As approved by the Engineer, the hole location shail be relocated 18 to avoid rebar. Rebar shall not be cut without prior approval by the Engineer. Where 19 possible, rebar locations shall be identified prior to drilling using "rebar locatars" so 20 that drilled hole locations may be adjusted to avoid rebar interference. 21 3.2 CONCRETE REMOVAL 22 A. Concrete designated to be removed to specific limits as shown on the Drawings or di- 23 rected by the Engineer, shall be done by line drilling at limits followed by chipping or 24 jack-haimnering as appropriate in areas where concrete is to be taken out. Remove 25 concrete in such a manner that surrounding concrete or existing reinforcing to be left in 26 place and existing in place equipment is not damaged. Sawcutting at limits of concrete 27 to be removed shall only be done if indicated on the Drawings, or after obtaining writ- 28 ten approvai from the Engineer. 29 B. Where existing reinforcing is exposed due to saw cutting/core drilling and no new ma- 30 terial is to be placed on the sawcut surface, a coating or surface treatment of repair mor- 31 tar shali be applied to the entire cut surface to a thiclrness of 1/4-in. 32 C. In all cases where the joint between new concrete or grout and existing concrete will be 33 exposed in the finished wark, except as otherwise shown or specified, the edge of con- 34 crete removal shail be a 1-in deep saw cut on each exposed surface of the existing con- 35 crete. 36 D. Concrete specified to be left in place that is damaged shall be repaired by approved 37 means to the satisfaction of the Engineer. 38 E. The Engineer may from time to time direct the Contractor to make additional repairs to 39 existing concrete. These repairs shall be made as specified or by such other methods as 40 may be appropriate. 41 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 03 O1 30 - 4 MODIFICATIONS TO EXISTiNG CONCRETE Page 4 of 4 1 3.3 CONNECTION SURFACE PREPARATION 2 A. Connection surfaces shall be prepared as specified below for concrete areas requiring 3 patching, repairs or modifications as shown on the Drawings, specifed herein, or as di- 4 rected by the Engineer. 5 B. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting materi- 6 ais from the surface by dry mechanical means, i.e., sandblasting, grinding, etc., as ap- 7 proved by the Engineer. Be sure the areas are not less than 1/2-in in depth. Irregular 8 voids or surface stones need not be removed if they are sound, free of laitance, and 9 firmly embedded into parent concrete, subject to the Engineer's final inspection. 10 C. If reinforcing steel is exposed, it must be mechanicaily cleaned to remove all contami- 11 nants, rust, etc., as approved by the Engineer. If half of the diameter of the reinforcing 12 steel is exposed, chip out behind the steel. The distance chipped behind the steel shall 13 be a minimum of 3/4-in. Reinforcing to be saved shall not be damaged during the dem- 14 olition operation. 15 D. Reinforcing from existing demolished concrete that is shown to be incorporated in new 16 concrete shall be cleaned by mechanical means to remove all loose material and prod- 17 ucts of corrosion before proceeding with the repair. It shall be cut, bent, or lapped to 18 new reinfarcing as shown on the Drawings and provided with 1-in minimum cover a11 19 around. 20 E. Preparation of concrete surfaces for new to existing connections shall be as follows: 21 1. After the existing concrete surface has been roughened and cleaned, apply epoxy 22 bonding agent at connection surface. 'The field preparation and application of the 23 epoxy bonding agent shall comply strictly with the manufacturer's recommenda- 24 tions. Place new concrete or grout mixture to limits shown on the Drawings within 25 time constraints recommended by the manufacturer to ensure bond. � END OF SECTION VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 Division 26 Electrical THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Saz Screen Building No. 3 Rehabilitation City Project No. 02073 260000-1 ELECTRICAL - GENERAL PROVISIONS Page 1 of 10 i SECTION 26 00 00 2 ELECTRICAL - GENERAL PROVISIONS 3 PART 1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Electrical subcontractor is to be pre-qualified for this project. See section 00 45 11 6 `Bidders Prequalification's". Approved electrical subcontractors aze: 7 i. A list of approved elecirical contractors will be added by addendum. 8 2. No approved equal. 9 B. Fumish all labor, materials and equipment required to install, test and provide an 10 operational, electrical system as specified and as shown on the Drawings. 11 C. All equipment described herein shall be submitted and fumished as an integral part of 12 equipment specified elsewhere in these Specifications. 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 D. The work shall include fumishing, installing and testing the equipment and materials detailed in each Section of Division 26. E. The work shall include fumishing and installing the following: �� 3. 4. 5. Conduit, wire and field connections for all motors, motor controllers, control devices, control panels and electrical equipment furnished under other Divisions. The Contractor shall coordinate his construction schedule and electrical interface with the supplier of electrical equipment specified under other Divisions. Conduit, wiring and terminations for all field-mounted instruments furnished and mounted under other Divisions, including process instrumentation primary elements, transinitters, local indicators and control panels. Lighhiing and surge protection equipment wiring at process instrumentation transmitters. Install vendor fiunished cables specified under other Divisions. A complete raceway system for the Data Cables and specialty cable systems, including those fixrnished under other Divisions. Install the Data Cables and other specialty cable systems, in accordance with the system manufacturers' installation instructions. Review the raceway layout, prior to installation, with the Process Control System supplier and the cable manufacturer to ensure raceway compatibility with the systems and materials being fumished. Where redundant cables are furnished, install the cables in sepazate raceways. Fumish and install precast electrical and instrumentation manholes, handholes and light pole founda.tions. Pole founda.tions shall be designed and installed in accordance with the structural Divisions of these Specifications. Modifications to existing control systems including installation of auxiliary motor starter contacts, relays, switches, etc, as required to provide the control functions or inputs as shown on the Drawings. Obtain the eacisting equipment shop drawings from the Owner before attempting to make any modifications to the existing equipment wiring. Verify a11 existing wiring and connections for correctness. If record drawings aze not available, trace all circuits in the field and develop the wiring diagrams necessary for completion of the work. Document all changes made to the wiring diagrams and retum a mazked-up set of Record Drawings to the Owner after the work is complete. CITY OF FORT WORTfi VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 00 00 - 2 ELECTRICAL - GENERAL PROVISIONS Page 2 of 10 1 6. Coordinate the sequence of demolition with the sequence of construction to 2 maintain plant operation in each area. Remove and demolish equipment and 3 materials in such a sequence that the eacisting and proposed plant will fimction 4 properly with no disruption of treatment. 5 7. Make modifications to elcisting motor control centers, switchboards, panelboards 6 and motor controllers including installation of circuit breakers, etc, or disconnection 7 of circuits as required to provide the power supplies to new and existing equipment 8 to maintain the plant in operation. 9 8. All bidders shall visit the site of the project, prior to submitting a bid, and satisfy 10 themselves as to any question that they might have, relating to existing equipment, 11 condition or construction. 12 F. Provide all electrical relocation work associated with the relocation of equipment for 13 the e�sting and new facilities, including disconnecting all e�sting wiring and conduits 14 and providing new wiring and conduit to the relocated equipment as specified in 15 Section 26 41 19. 16 1.2 RELATED WORK 17 A. Where references aze made to the Related Work paragraph in each Specification 18 Section, referring to other Sections and other Divisions of the Specifications, the 19 Contractor shall provide such infoimation or work as may be required in those 20 references, and include such information or work as may be specified. 21 22 23 24 B. All raceways, power and control wiring related to Mechanical Division equipment that is shown on the Electrical Drawings, shall be provided under Division 26. C. All electrical work provided under any Division of the Specifications shall fully comply with the requirements of Division 26. 25 1.3 SUBMITTALS 26 A. Submit Shop Drawings, in accordance with Division O1 requirements, for equipment, 27 materials and all other items furnished under each Section of Division 26, except where 28 specifically stated otherwise. An individually packaged submittal shall be made for 29 each Section, and shall contain all of the information required by the Section. Partial 30 submittals wiil not be accepted and will be retumed unreviewed. 31 B. Submittals will not be accepted for Section 26 00 00. 32 C. Each Section submittal shall be complete, contain all of the items listed in the 33 Specification Section, and shall be cleazly marked to indicate which items are 34 applicable on each cut sheet page. The Submittal shall list any exceptions to the 35 Specifications and Drawings, and the reason for such deviation. Shop drawings, not so 36 checked and noted, will be retumed unreviewed. 37 38 39 40 41 42 43 D. The Contractor shall check shop drawings for accuracy and contract requirements prior to submittal to the Engineer. Errors and omissions on approved shop drawings shall not relieve the Contractor from the responsibility of providing materials and worlananship required by the Specifications and Drawings. Shop drawings shall be stamped with the date checked and a statement indicating that the shop drawings conform to Specifications and Drawings. Only one Specification Section may be made per transmittal. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECffICATION DOCUMENTS City Project No. 02073 Revised July i, 2011 260000-3 ELECTRICAL - GENERAL PROVISIONS Page 3 of 10 1 E. Material shall not be ordered or shipped until the shop drawings have been approved. 2 No material sha11 be ordered or shop work started if shop drawings are marked 3 "APPROVED AS NOTED CONFIRM", "APPROVED AS NOTED RESUBMIT" or 4 "NOT APPROVED". 5 F. At the time of jobsite delivery of the equipment, the Contractor shall have an approved 6 shop drawing in his possession for the Owner's Inspector and Owner's Engineer, for 7 verification. 8 G. Up-to-daxe Record Drawings sha11 be prompfly furnished when the equipment 9 installation is complete. Payment will be withheld until Record Drawings have been 10 furnished and approved. 11 1.4 REFERENCE CODES AND STANDARDS 12 A. Electric equipment, materials and installation shatl comply with the National Electrical 13 Code (NEC) and with the latest edition of the following codes and standards: 14 1. Nationa.l Electrical Safety Code (NESC) 15 2. Occupational Safety and Health Administration (OSHA) 16 3. National Fire Protection Association (NFPA) 17 4. National Electrical Manufacturers Association (NEMA) 18 5. American National Standards Institute (ANSI) 19 6. Insulated Cable Engineers Association (ICEA) 20 7. Instrument Society of America (ISA) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 8. Underwriters Laboratories (UL) 9. Factory Mutual (FM) 10. City of Fort Worth Elecirical Code B. Where reference is made to one of the above standards, the revision in effect at the time of bid opening sha11 apply. C. All material and equipment, for which a UL standard exists, shall bear a UL label. No such material or equipment shall be brought onsite without the UL label affixed. D. If the issue of priority is due to a conflict or discrepancy between the provisions of the Contract Documents and any referenced standard, or code of any technicai society, organization or association, the provisions of the Contract Documents will take precedence if they aze more stringent or presumptively cause a higher level of performance. If there is any conflict or discrepancy between standard specifications, or codes of any technical society, organization or association, or between Laws and Regulations, the higher performance requirement sha11 be binding on the Contractor, unless otherwise directed by the OwnerBngineer. E. In accordance with the intent of the Contract Documents, the Contractor accepts the fact that compliance with the priority order specified shall not justify an increase in Contract Price or an extension in Contract Time nor limit in any way, the Contractor's responsibility to comply with all Laws and Regulations at all times. 1.5 ELECTRICAL EQUIPMENT ENCLOSURE TYPES FOR A.REA CLASSIFICATIONS A. Unless otherwise specified herein or shown on the Drawings, electrical equipment enclosures and associated installations shall have the following ratings: CTfY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 02073 Revised July 1, 2011 26 00 00 - 4 ELECTRICAL - GENERAI, PROVISIONS Page 4 of 10 1 2 3 4 5 6 7 8 9 10 1. Provide NEMA 7/4X, cast aluminum enclosures for indoor/outdoor use in hazazdous (classified as Class 1, Division l, Groups B, C and D), as defined in NFPA 70. 2. Provide NEMA 12 enclosures, unless otherwise specified herein, or shown on the Drawings, for all dry, indoor above grade locations. These areas shall be limited to electrical rooms, administration azeas, control rooms and storage rooms. 3. Provide NEMA 4X 316 Stainless Steel enclosures for all other azeas, unless specifically stated otherwise, or shown on the Drawings. 4. NEMA Types 1 or lA enclosures will not be permitted, unless specifically sta.ted in the Specification for the equipment, or shown on the Drawings. 11 1.6 RA7.ARDOUS AREAS 12 13 14 15 A. Equipment, materials and installation in azeas designated as hazardous on the Drawings shall comply with NEC Articles 500, 501, 502 and 503. B. Equipment and materials installed in hazardous areas shall be UL listed for the appropriate hazardous area classification. 16 1.7 CODES, INSPECTION AND FEES 17 18 19 A. Equipment, materials and installation shall comply with the requirements of the local authority having jurisdiction. B. Obtain a11 necessary permits and pay all fees required for pemuts and inspections. 20 1.8 SIZE OF EQiTIPMENT 21 22 23 24 25 26 A. Investigate each space in the structure through which equipment must pass to reach its final location. Coordinate shipping splits with the manufacturer to peimit safe handling and passage through restricted areas in the structure. B. The equipment shall be kept upright at all times during storage and handling. When equipment must be tilted for passage through restricted areas, brace the equipment to ensure that the tilting does not impau the functional integrity of the equipment. 27 1.9 RECORD DRAR'INGS 28 29 30 31 32 A. As the work progresses, legibly record all field changes on a set of Project Contract Drawings, hereinafter called the "Record Drawings". The Record Drawings and Specifications shall be kept up to date throughout the project. B. The Record Drawings shall be reviewed in a meeting with the Owner/Engineer on a monthly basis. 33 C. Record Drawings shall accurately show the installed condition of the following items: 34 1. One-line Diagram(s). 35 2_ Raceways and pull boxes. 36 3. Conductor sizes and conduit fills. 37 4. Panei Schedule(s). 38 5. Control Wiring Diagram(s). 39 6. Lighting Fixture Schedule(s). 40 7. Lighting fixture, receptacle and switch outlet locations. 41 8. Underground raceway and duct bank routing. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 02073 Revised July i, 2011 260000-5 ELECTRICAL - GENERAL PROVISIONS Page 5 of 10 1 9. Plan view, sizes and locations of switchgeaz, distribution transformers, substa.tions, 2 motor control centers and panelboazds. 3 D. Submit a typical example of a schedule of control wiring raceways and wire numbers, 4 including the following information: 5 1. Circuit origin, destination and wire numbers. 6 2. Field wiring terminal strip names and numbers. 7 8 9 10 11 12 13 14 15 16 17 E. As an altemate, submit a typical example of point-to point connection diagrams showing the same information, may be submitted in place of the schedule of control wiring raceways and wire numbers. F. Submit the record drawings and the schedule of control wiring raceways and wire numbers (or the point-to-point connection diagram) to the Owner/Engineer. G. The Contractor's retainage shall not be paid until the point-to-point connection diagrams have been fumished to the Owner/Engineer. 1.10 EQUIPMENT INTERCONNECTIONS A. Review shop drawings of equipment furnished under other related Divisions and prepare coordinated wiring interconnection diagrams or wiring tables. Submit copies of wiring diagrams or ta.bles with Record Drawings. 18 B. Furnish and install all equipment interconnections. 19 1.11 MATERIAI.S AND EQUIPMENT 20 A. Materials and equipment sha11 be new, except where specifically identified on the 21 Drawings to be re-used. 22 B. The Contractor shall not bring onsite, material or equipment from a manufacturer, not 23 submitted and approved for this project. Use of any such material or equipment, will be 24 rejected, removed and replaced by the Contractor, with the approved material and 25 equipment, at his own expense. 26 C. Material and equipment shall be UL listed, where such listing e�cists. 27 28 29 30 D. The Contractor shall be responsible for all material, product, equipment and workmanship being fumished by him for the duration of the project. He shall replace the equipment if it does not meet the Contract Documents. 1.12 JOBSITE DELIVERY, STORAGE AND HANDLING 31 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 32 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 33 approved copy of all such submittals. Delivery of incomplete constructed equipment, or 34 equipment which failed any factory tests, will not be pemutted. 35 B. Equipment and materials shall be handled and stored in accordance with the 36 manufacturer's instructions, and as specified in the individual Specification Sections. 37 1.13 WARRANTIES 38 A. Manufacturer's warranties shall be as specified in each of the Specification Sections. CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260000-6 ELECTRICAL - GENERAL PROVISIONS Page 6 of 10 1.14 EQUIPMENT IDENTIFICATION 2 A. Identify equipment (disconnect switches, separately mounted motor starters, control 3 stations, etc) furnished under Division 26 with the name of the equipment it serves. 4 Motor control centers, control panels, panelboards, switchboards, switchgear, junction 5 or tenninal boxes, transfer switches, etc, shall have nameplate designations as shown on 6 the Drawings. 7 PART 2- PRODUCTS (NOT USED) 8 PART 3 - EXECUTION 9 3.1 INTERPRETATION OF DRAWINGS 10 A. The Drawings are not intended to show exact locations of conduit runs. Coordinate the i l conduit installation with other trades and the actual supplied equipment. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 B. Install each 3 phase circuit in a sepazate conduit unless otherwise shown on the Drawings. C. Unless otherwise approved by the Owner/Engineer, conduit shown exposed shall be installed exposed; conduit shown concealed shall be installed concealed. D. Where cucuits are shown as "home-runs" a11 necessary fittings and boxes shall be provided for a complete raceway installation. E. Verify the exact locations and mounting heights of lighting fixtures, switches and receptacles prior to installation. F. Except where dimensions are shown, the locations of equipment, fixtures, outlets and similaz devices shown on the Drawings aze approacimate only. Exact locations shall be determined by the Contractor and approved by the Owner/Engineer during construction. Obtain information relevant to the placing of electrical work and in case of any interference with other work, proceed as directed by the Owner/Engineer and fumish all labor and materials necessary to complete the work in an approved manner. G. Circuit layouts are not intended to show the number of fittings, or other installation details. Fumish all labor and materials necessary to install and place in satisfactory operation all power, lighting and other eleclrical systems shown. 29 H. Redesign of electrical or mechanical work, which is required due to the Contractor's use 30 of a pre-approved altemate item, arrangement of equipment and/or layout other than 31 specified herein, shall be done by the Contractor at his/her own e�ense. Redesign and 32 detailed plans shall be submitted to the Owner/Engineer for approval. No additionai 33 compensation will be provided for changes in the work, either his/her own or others, 34 caused by such redesign. 35 36 37 38 39 40 41 42 I. Raceways and conductors for lighting, switches, receptacles and other miscellaneous low voltage power and signal systems as specified are not shown on the Drawings. Raceways and conductors shall be provided as required for a complete and operating system. Refer to riser diagrams for signal system wiring. Homeruns, as shown on the Drawings, are to assist the Contractor in identifying raceways to be run exposed and raceways to be run concealed. Raceways installed exposed shall be neaz the ceiling or along walls of the areas through which they pass and shall be routed to avoid conflicts with HVAC ducts, cranes hoists, monorails, equipment hatches, doors, windows, etc. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo. 02073 Revised July 1, 2011 260000-7 ELECTRICAL - GENERAI, PROVISIONS Page 7 of 10 1 Raceways installed concealed shall be run in the center of concrete floor slabs, above 2 suspended ceilings, or in partitions as required. 3 J. The Contractor shall run all conduit and wire to RTU and/or PLC termination cabinets, 4 where designated on the Drawings. The conduit and wire as shown on the interface 5 drawings may not necessarily be shown on the floor plan. 6 K Install conductors carrying low voltage signals (typically twisted shielded pair cables) 7 in raceways totally sepazate from all other raceways containing power or 120 volt 8 control conductors. 9 10 11 12 13 14 15 L. Raceways and conductors for thermostats controlling HVAC unit heaters, exhaust fans and similar equipment aze not shown on the Drawings. Provide raceways and conductors between the thermostats, the HVAC equipment and the motor starters for a complete and operating system. All raceways and power conductors shall be in accordance with Division 26. Raceways shall be installed concealed in all finished space and may be installed concealed or e�osed in process spaces. Refer to the HVAC drawings for the locations of the thermostats and controls. 16 M. Raceways and conductors for the fire alarm, sound and page party systems aze not 17 shown on the Drawings. Provide raceways and conductors as required by the system 18 manufacturer for a complete and operating system. All raceways and power conductors 19 sha11 b.e in accordance with Division 26. Raceways shall be installed concealed in all 20 finished spaces and may be installed exposed or concealed in process spaces. 21 3.2 EQUIPMENT PADS AND SUPPORTS 22 A. Electrical equipment pads and supports, of concrete or steel including structural 23 reinforcing and lighting pole foundations, are shown on the Structural Drawings. 24 S. No electrical equipment or raceways sha11 be attached to or supported from, sheet metal 25 walls. 26 3.3 SLEEVES AND FORMS FOR OPENINGS 27 A. Provide and place all sleeves for conduits penetrating floors, walls, partitions, etc. 28 Locate all necessary slots for electrical work and form before concrete is poured. 29 B. Exact locations aze required for stubbing-up and terminating concealed conduit. Obtain 30 shop drawings and templates from equipment vendors or other subcontractors and 31 locate the concealed conduit before the floor slab is poured. 32 C. Where setting drawings are not available in time to avoid delay in scheduled floor slab 33 pours, the Owner/Engineer may allow the installations of such conduit to be exposed. 34 Requests for this deviation must be submitted in writing. No additional compensation 35 for such change will be allowed. 36 D. Seal all openings, sleeves, penetration and slots as specified in Section 26 OS 33. 37 3.4 CUTTING AND PATCHING 38 A. Coordinate with Divisions 2 and 3 for cutting and patching. 39 40 41 42 B. Core drill holes in concrete floors and walls as required. Contractor shall obtain written permission from the OwnerlEngineer before core drilling any holes larger than 2 inches. C. Install work at such time as to require the minimum amount of cutting and patching. D. Do not cut joists, beams, girders, columns or any other structural members. CTTY OF FORT WORTFI VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCITON SPECIFICATION DOCiJMENTS City Project No. 02073 Revised July 1, 2011 260000-8 ELECTRICAL - GENERAI., PROVISIONS Page 8 of 10 1 E. Cut opening only large enough to allow easy installation of the conduit. 2 F. Patching to be of the same kind and quality of material as was removed. 3 G. The completed patching work shall restore the surface to its original appeazance or 4 better. 5 H. Patching of waterproofed surfaces shall render the area of the patching completely 6 waterproofed. 7 I. Remove rubble and excess patching materials from the premises. 8 J. When existing conduits are cut at the floor line of wa11 line, they shall be filled with 9 grout of suitable patching material. 10 3.5 INSTALLATION 11 A. Any work not installed according to the Drawings and this Section shall be subject to 12 change as directed by the OwnerlEngineer. No extra compensation will be allowed for 13 making these changes. 14 15 16 17 18 19 20 21 22 23 24 B. All dimensions sha11 be field verified at the job site and coordinated with the work of all other trades. C. Electrical equipment shall be protected at all times against mechanical injury or damage by water. Electrical equipment shall not be stored outdoors. Electrical equipment shall be stored in dry permanent shelters as required by each Specification Section. Do not install elecirical equipment in its permanent location until structures are weather-tight. If any appazatus has been subject to possible injury by water, it sha11 be thoroughly dried out and tested as directed by the Owner/Engineer, or sha11 be replaced at no additional cost at the Owner/Engineer's discretion. D. Equipment that has been damaged shall be replaced or repaired by the equipment manufacturer, at the Owner/Engineer's discretion. 25 E. Repaint any damage to the factory applied paint finish using touch-up paint fumished 26 by the equipment manufacturer. If the metallic portion of the panel or section is 27 damaged, the entire panel or section shall be replaced, at no additional cost to the 28 Owner. 29 3.6 PHASE BALANCING 30 A. The Drawings do not attempt to balance the electrical loads across the phases. Circuits 31 on motor control centers and panelboards shall be field connected to result in evenly 32 balanced loads across all phases. 33 B. Field balancing of circuits shall not alter the conductor color coding requirements as 34 specified in Section 26 OS 19. 35 3.7 MANUFACTURER'S SERVICE 36 A. Provide manufacturer`s services for testing and start-up of the equipment as listed in 37 each individual Specification Section. All settings, including those seitings and arc flash 38 labels required by the Power System Study, shall be made to the equipment and 39 approved by the Owner/Engineer prior to energlZlIlg of the equipment. 40 41 B. Testing and stariup shail not be combined with training. Testing and start-up time shall 42 not be used for manufacturers warranty repairs. CTTY OF FORT WORT�i VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260000-9 ELECTRICAL - GENERAL PROVISIONS Page 9 of 10 3.8 TESTS AND SETTINGS 2 A. Test systems and equipment furnished under Division 26 and repair or replace all 3 defective work. Make adjustments to the systems as specified and/or required. 4 B. Prior to energizing electrical equipment, make all tests as required by the individual 5 specification Sections. Submit a sample test form or procedure, and submit the required 6 test reports and data to the Owner/Engineer for approval at least two weeks prior to the 7 startup of the tested equipment. Include names of all test personnel and initial each test. 8 C. Check motor nameplates for correct phase and voltage. Check bearings for proper 9 lubrication. 10 D. Check wire and cable terminations for tightness. 11 E. Check rotation of motors prior to energization. Disconnect driven equipment if damage 12 could occur due to wrong rotation. If the motor rotates in the wrong direction, the 13 rotation shall be immediately corrected, or tagged and locked out until rotation is 14 corrected. 15 F. Verify all terminations at transformers, equipment, capacitor connections, panels, and 16 enclosures by producing a 1 2 3 rotation on a phase sequenced motor when connected 17 to "A", "B" and "C" phases. 18 G. Mechanical inspection, testing and setting of circuit breakers, disconnect switches, 19 motor starters, control equipment, etc for proper operation. 20 �I. Check interlocking, control and instrument wiring for each system and/or part of a 21 system to prove that the system will function properly as indicated by schematic and 22 wiring diagrams. 23 I. Check the ampere rating of thermal overloads for motors and submit a typed record to 24 the OwnerBngineer of same, including MCC cubicle locafion and load designation, 25 motor service factor, horsepower, full load current and starting code letter. If 26 inconsistencies aze found, new thermal elements shall be supplied and installed. 2� 28 29 30 31 32 J. Verify motor power factor capacitor ratings. K. Testing shall be scheduled and coordinated with the Owner/Engineer at least two weeks in advance. Provide qualified test personnel, instruments and test equipment. L. Refer to the individual equipment sections for additional specific testing requirements. M. Make adjustments to the systems and instruct the Owner's personnel in the proper operation of the systems. 33 3.9 TRAINING 34 35 36 37 A. The Contractbr shall provide manufacturer's training as specified in each individual section of the Specifications. END OF SECTION CITY OF FORT WORTii VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCT'ION SPECIFICAT'ION DOCLIMENTS City Project No. 02073 Revised July 1, 2011 26 00 00-10 ELECTRICAL - GENERAL PROVISIONS Page 10 of 10 Revision Log DATE NAME SUNIMA]l�Y OF CHANGE C��i a�i�;7��,fli�;i�:1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Saz Screen Building No. 3 Rehabilitation City Project No. 02073 260519-1 WIRES AND CABLES (600 VOLT MA3�IvlUivn Page i of 9 1 2 SECTION 26 0519 WIRES AND CABLES (600 VOLT MA3�MiJM) 3 PART 1- GENERAL 4 1.1 SCOPE OF WORK 5 A. Furnish, install and test all wire, cable and appurtenances as shown on the Drawings 6 and as specified herein. 7 1.2 RELATED WORK 8 9 10 11 A. Provide and install all 4-20mA signal circuits, process control wiring, signal wiring to field instruments, RTLT and/or PLC input and output wiring and other field wiring and cables. B. Section 26 OS 33 Raceways, Boxes and Fittings 12 C. Section 26 OS 43 Underground System 13 1.3 SUBMITTALS 14 A. Shop Drawings 15 l. Submit catalog data of all wire and cable, connectors and accessories, specified 16 under this Section with all selections, options and exceptions clearly indicated. 17 B. Certified Tests 18 1. Submit a test report of all installed wire insulation tests. 19 20 21 22 1.4 23 24 25 26 27 28 C. Operarion and Maintenance Manuals l. Submit Operation and Maintenance Manuals containing installation and maintenance instructions for splice and termination kits. REFERENCE CODES AND STANDARDS A. The equipment in this specification shall be designed and manufactured according to latest revision of the following standards (unless otherwise noted): 1. NFPA 70 — National Electrical Code (NEC) 2. NEMA WGS — Thermoplastic-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy 3. ANSUTIA/EIA 606A — Standard for telecommunications Infraslructure 29 1.5 QUALITY ASSURANCE 30 31 32 33 34 35 36 A. The general construction of the wire, cables and the insulation material used shall be similaz to that used for cable of the same size and rating in continuous production for at least 15 years and successfully operating in the field in substantial quantities. B. Wire and cable with a manufacture date of greater than twelve (12) months previous will not be acceptable. C. Wire and cable shall be in new condition, with the manufacturer's packaging intact, stored indoors since manufacture, and shall not have been subjected to the weather. C1TY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCi7MENTS City Project No. 02073 Revised July 1, 2011 26OS 19-2 WIRES AND CABLES (600 VOLT 112A77�MUM) Page 2 of 9 1 D. The manufacturer of these materials shall have produced similaz electrical materials for 2 a minimum period of five (5) years. When requested by the Owner/Engineer, an 3 acceptable list of installations with similar equipment shall be provided demonstrating 4 compliance with this requirement. 5 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING 6 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 7 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 8 approved copy of all such submittals. Delivery of incomplete constructed equipment, or 9 equipment which failed any factory tests, will not be permitted., 10 B. Check for reels not completely restrained, reels with interlocldng flanges or broken 11 flanges, damaged reel covering or any other indication of damage. Do not drop reels 12 from any height. 13 14 15 16 17 C. Unload reels using a sling and spreader baz. Roll reels in the direction of the arrows shown on the reel and on surfaces free of obstructions that could damage the wire and cable. D. Store cable on a solid, well drained location. Cover cable reels with plastic sheeting or tarpaulin. Do not lay reels flat. 18 1.7 WARRANTY 19 A. The Manufacturer shall warrant the wiring and installation to be free from defects in 20 material and worlananship for 1 yeaz from date of final acceptance of the equipment. 21 Within such period of warranty the Manufacturer shall promptly furnish all material and 22 labor necessary to retum the installation to new operating condition. 23 PART 2 - PRODUCTS 24 2.1 GENERAL 25 A. Wires and cables shall be of annealed, 98 percent conductivity, soft drawn tinned 26 copper. 27 28 29 B. All conductors shall be stranded. C. Except for control, signal and instrumentation circuits, wire smaller than No. 12 AWG shall not be used. 30 2.2 BITII.DING WIRE 31 A. All building wire shall be tinned stranded copper conductors, Type XHHHW-2, as 32 manufactured by Okonite, General Cable or approved equal. 33 2.3 TRAY CA.BLE 34 A. Cable for tray use shall be tinned stranded copper conductors, Type XI-�iW insulation, 35 rated as UL Type TC cable. Cable shall be sunlight resistant and approved for direct 36 burial. Cable sha11 be as manufactured by Okonite, General Cable or approved equal. CTTY OF FORT WORTH VCWRF Saz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260519-3 WIRES AND CABLES (600 VOLT MA��1v1iJIvn Page 3 of 9 1 2.4 GROUNDING ELECTRODE CONDUCTOR 2 A. Grounding electrode conductor shall be tinned stranded copper conductor, Type 3 �W with green insulation, as manufactured by Okonite, General Cable, or approved 4 equal. 5 2.5 SONDING JUMPER 6 A. Bonding Jumper shall be bare tinned stranded copper conductor, as manufactured by 7 Okonite, General Cable, or approved equal. 8 2.6 CONTROL WIRE AND CABLE 9 10 11 12 13 14 2.7 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Control wire shall be tinned NEC Type XHI-iW-2 as manufactured by Okonite, General Cable or approved equal. B. Multi-conductor control cable, shall be stranded, tinned, No.l4 AWG 600V, XHHW-2, insulated, PVC outer jacket overall, Type TC, UL rated for underground wet location, as manufactured by Okonite, General Cable or approved equal. INSTRUMENTATION CABLE A. Cables for 4-20 ma, R.T.D., potentiometer and similar signals shall be PLTC rated and shall be: 1. Single pair cable: Conductors: 2#18 stranded, tinned and twisted on 2-in lay Insulation: PVC with 600 volt, 90 degrees C rating Shield: 100 percent mylaz tape with dtain wire Jacket: PVC with manufacturer's identification Misc: UL1685 listed for underground wet location use Manufacturers: Belden or approved equal 2. Three conductor (triad) cable: Conductors: 3#1 S stranded, tinned and twisted on 2-in lay Insulation: PVC with 600 volt, 90 degrees C rating Shield: 100 percent mylar tape with drain wire Jacket: PVC with manufacturer's identification Misc: UL1685 listed for underground wet location use Manufacturers: Belden or approved equal 3. Multiple pair cables (where shown on the Drawings): Conductor: Multiple pairs, #18 stranded, tinned and twisted on a 2-in lay Insulation: PVC with 600 volt, 90 degrees C rating Shield: Individual pairs shielded with 100 percent mylar tape and drain wire Jacket: PVC with manufacturer's identification Misc: UL1685 listed for underground wet location use Manufacturers: Belden or approved equai C1TY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 0519 - 4 R'IltES AND CABLES (600 VOLT MA7��IiJI�� Page 4 of 9 1 2.8 TERNIINATION MATERIALS 2 A. Power Conductors: Termination materials, of conductors at equipment, shall be as 3 specified in the relevant equipment Section. 4 B. Control and Instrumenta.tion Conductors (including graphic panel, alami, low and high 5 level signals): Tetmination connectors shall be of the set screw, tongue type, as 6 manufactured by Phoenix Contact, Entrelec, Allen Bradley, or equal. 7 C. Motor Conductors: Motor connections shall be ring type compression terminations on 8 the motor leads and secured with bolt, nut and spring washer. Connections shall be 9 rubber insulated, half lap and two layers minimum of Scotch 33 tape. 10 D. Lugs and Connectors 11 1. All lugs and connectors shall be copper and shall be crimped type, with standard 12 industry tooling. Lugs and connectors shall match the wire size where used, and 13 shall be clearly identified and color coded on the connector. All connections shall 14 be made for stranded wire and shall be made electrically and mechanically secured. 15 The lugs and connectors shall have a current carrying capacity equal to the 16 conductors for which they are rated and meet UL 486 requirements for 75 degrees 17 C. Lugs lazger than 4/0 AWG shall be two-hole lugs with NEMA spacing. The lugs 18 shall be of closed end construction to exclude moisture migration into the cable 19 conductor. 20 2.9 SPLICE MATERIALS 21 A. Power Conductors: Circuits shall be pulled from terminal to terminal, without splicing, 22 except where splicing is shown on the Drawings. No other splicing will be permitted. 23 24 25 26 27 28 29 30 1. Where splices are shown on the drawings: a. For wires sizes #8 and smaller, provide termination connectors of the set screw, tongue type, as manufactured by Phoenix Contact, Entrelec, Allen Bradley, or equal. b. For wires greater than #8 AWG, provide a power dishibution block as manufactured by Cooper Bussmann, Squaze D, or approved equa.l. B. Control and Instrumentation Conductors (including graphic panei, a1azm, low and high level signals): No splicing of control and instrumentation conductors will be permitted. 31 2.10 WALL AND FLOOR SLAB OPENING SEALS 32 A. Wall and floor slab openings sha11 be sealed with "FLAME-SAFE" as manufactured by 33 the Thomas & Betts Corp. or equal. 34 2.11 WIRE AND CABLE TAGS 35 A. The Contractor shall use the tagging formats for wire and cable as specified herein. 36 S. Wue tags for wire sizes, #2 AWG and smaller, shall be heat shrink type Raychem 37 T'MS-SCE, or approved equal with the tag numbers typed with an indelible marking 38 process. Character size shall be a minimum of 1/8" in height. Hand written tags shall 39 not be acceptable. Where ends aze not available, attach cable tags with nylon tie cord. 40 C. Tags for wires larger than #2 AWG and all cables shall be thermally printed 41 polyethylene type, Brady TLS 2200 or approved equal, nylon zip tied in accordance 42 with the manufacturer's instructions. CTTY OF FORT WORTI�i VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No_ 02073 Revised July 1, 2011 260519-5 WIRES AND CABLES (600 VOLT MAJ�MLTlv� Page 5 of 9 1 D. Tags relying on adhesives or taped-on mazkers are not acceptable. 2 E. Tagging shall be done in accordance with the execution portion of these Specifications. 3 2.12 WIRE COLOR CODE 4 A. All wire shall be color coded or coded using electrical tape in sizes #8 or greater, where 5 colored insulation is not available. Where tape is used as the identification system, it 6 shall be applied in a11 junction boxes, manholes and other accessible intermediate 7 locations as well as at each termination. 8 B. The following coding shall be used: 9 Svstem 1-Phase, 3 Wire 208Y/120, Volts 3-Phase, 4 Wire 480/277, Volts 3-Phase, 4 Wire Wire Phase A Phase B Neutral Phase A Phase B Phase C Neutral Phase A Phase B Phase C Neutral Color Black Blue White Black Red Blue White Brown Orange Yellow Gray/White with one or more colored stripes 10 2.13 CABLE TAG COLOR CODE 11 A. All cable tags sha11 be white in color with black printing. 12 PART 3 - EXECUTION 13 3.1 GENERAL 14 A. Do not install pull wires and conductors until the raceway system is in place. No wire 15 sha11 be insta.11ed between outlet points, junction points or splicing points, until raceway 16 sections are complete, and raceway covers installed for protection of conductors from 17 damage or exposure to the elements. The occurrence of wire installed in an incomplete 18 installation, sha11 require the removal of such conductors from the project site, and 19 completion and inspection of such raceway sections, before new conductors are 20 installed. 21 B. Installed unapproved wire shall be removed and replaced at no additional cost to the 22 Owner. 23 24 25 26 27 C. Completely swab raceway system before installing conductors. Do not use cleaning agents and lubricants which have a deleterious effect on the conductors or their insulation. D. Pull all conductors into a raceway at one time, using wire pulling lubricant as needed to protect the wire. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Project No. 02073 Revised 7uly 1, 2011 260519-6 WIRES AND CABLES (600 VOLT MAXIMUivn Page 6 of 9 1 E. Except for hand pulled conductors into raceways, all wire and cable installation shall be 2 installed with tension-monitoring equipment. Where conductors aze found to have been 3 installed without tension-�onitoring, the conductors and cables shall be immediately 4 removed from the raceways, permanently identified as rej ected material, and removed 5 from the jobsite. New conductors and cables shall be reinstalled, tagged and raceways 6 resealed, a11 at no expense to the Owner. 7 F. Do not exceed cable manufacturer's recommendaxions for maximum pulling tensions 8 and minimum bending radii. Where pulling compound is used, use only UL listed 9 compound compatible with the cable outer jacket and with the raceway involved. 10 G. Tighten all screws and terminal bolts using torque type wrenches and/or drivers to 11 tighten to the inch-pound requirements of the NEC and UL. 12 H. Where single conductors and cables in manholes, handholes, vaults, cable trays, and 13 other indicated locations are not wrapped together by some other means such as arc and 14 fireproofing tapes, bundle throughout their exposed length all conductors entering from 15 each conduit with nylon, self-locldng„ releasable, cable ties placed at intervals not 16 exceeding 4 inches on centers. 17 I. All wire and cable installed in cable trays shall be UL Listed as Type TC, for cable tray 18 use. 19 3.2 CONDUCTORS 600 VOLTS AND BELOW 20 A. Provide conductor sizes indicated on Drawings, as a m;nimum. 21 22 B. Use crimp connectors on all stranded conductors. C. Soldered mechanical joints insulated with tape will not be acceptable. 23 D. Arrange wiring in cabinets and panels neafly cut to proper length, remove surplus wire, 24 and bridle and secure in an acceptable manner. Identify all circuits entering motor 25 control centers or other control cabinets in accordance with the conductor identification 26 system specified herein. 2'1 28 29 30 31 32 33 34 35 E. Terminate control and instrumentation wiring with methods consistent with terminals provided, and in accordance with terminal manufacturer's instructions. F. Attach compression lugs, larger than #6 AWG, with a tool specifically desigaed for that purpose which provides a complete, controlled crimp where the tool will not release until the crimp is complete. Use of pliers type crimpers is not acceptable. G. Cap spare conductors and conductors not terminated with the LTL listed end caps. H. Where conductors pass through holes or over edges in sheet metal, remove all burrs, chamfer a11 edges, and install bushings and protective strips of insulating material to protect the conductors. 36 I. For conductors that will be connected by others, provide at least 6 feet spaze conductors 37 in freestanding panels and at least 2 feet spaze in other assemblies. Provide additional 38 spaze conductor in any particular assembly where it is obvious that more conductor will 39 be needed to reach the termination point. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIF'ICATION DOCiJMENTS City Project No. 020'73 Revised July 1, 2011 260519-7 WIIZES AND CABLES (600 VOLT MAXIMUM) Page 7 of 9 1 3.3 GROUNDING 2 A. Conduits and other raceways sha11 contain an equipment grounding conductor whether 3 the raceway is metallic or not. Conduits, motors, cabinets, outlets and other equipment 4 sha11 be properly grounded in accordance with NEC requirements. Where ground wire 5 is exposed to mechanical damage, install wire in rigid aluminum conduit. Make 6 connections to equipment with solderless connections. Wire connected to the ground 7 rods of the ground mat shall be of the exothermic process. 8 3.4 TERIVIINATTONS AND SPLICES 9 A. No splices of wire and cable will be permitted, except where specifically pernutted by 10 the Owner/Engineer, in writing, or as shown on the Drawings. 11 B. Power conductors: Terminations shall be made with connectors as specified. Splices, 12 where specifically allowed as stated above, shall be made in a Termination Cabinet 13 (TC). Terminations shall be made with approved terminals as specified 14 C. Control Conductors: Splices of control conductors will not be permitted between 15 terminal points. Terminations shall be made with approved temunals as specified. 16 D. Instrumentation Signal Conductors (including graphic panel, alarm, low and high level 17 signals): Splices of Inst�umentation conductors will not be permitted between terminal 18 points. Terminations shall be made with connectors as specified. Each termination of 19 paired shielded or triad shielded sha11 be coated with silicone jelly after teimination. 20 The shield of pair shielded and triad shielded shall be terminated on terminal strips. 21 3.5 INSTRUMENTATION CABLES 22 A. In.strumentation cables shall be installed in raceways as specified. Unless specifically 23 shown on the Drawings, a11 instrumentation circuits shall be installed as single shielded 24 twisted pair cables or single shielded twisted triads. In no case shall a circuit be made 25 up using conductors from different pairs or triads. Triads shall be used wherever three 26 wire circuits are required. 27 B. Terminal blocks shall be provided at all instrument cable termination boxes, and all 28 circuits shall be identified at such terminations. 29 C. Shielded instrumentation wire, coaxial cable, data highway cable, discrete UO, multiple 30 conductor cable, and fiber optic cables shall be run without splices between 31 instruments, terminal boxes, or panels. The shield shall be continuous for the entire run. 32 D. Shields sha11 be grounded as recommended by the instrument manufacturer and isolated 33 at all other locations. Terminal blocks shall be provided for inter-connecting shield 34 drain wires at all junction boxes. Where individual circuit shielding is required, each 35 shield circuit shall be provided with its own block. 36 E. Seal openings in slabs and wa11s through which wires and cables pass. 37 3.6 WIRE TAGGING 38 A. All wiring shall be tagged at all termination points and at all major access points in the 39 electrical raceways. A termination point in defined as any point or junction where a 40 wire or cable is physically connected. This includes terminal blocks and device 41 terminals. A major access point to a raceway is defined as any enclosure, box, or space 42 designed for wire or cable pulling or inspection and includes pull boxes, manholes, and 43 junction boxes. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260519-8 WIRES AND CABLES (600 VOLT MAJ�I[JM) Page 8 of 9 1 2 3 4 5 6 7 B. Wire tags shall show both origination and destination information to allow for a wire or cable to be traced from point in the field. Information regarding its origination shall be shown in pazenthesis. C. For multiconductor cables, both the individual conductors and the overall cable shall be tagged. Conductors that aze part of a multiconductor cable shall reference the cable identification number that they aze a part of, as well as a unique conductor number within the cable. 8 3.7 CABLE TAGGING 9 10 11 12 13 14 A. All cables shall be tagged at all termination points and at all maj or access points in the electrical raceways as defined in the wire tag section of this Specification. B. The cable tag shall be installed where the cable enters and leaves each access point (e.g., junction box, manhole, etc.). In cases of limited access space, a single tag may be used that shows both equipment tag origination and destination. In the case where the jacket is stripped for terminations, the tag shall be installed at the end of the jacket. 15 3.8 RACEWAY SEALING 16 17 18 19 A. Where raceways enter junction boxes or control panels containing electrical or instrumentation equipment, all entrances shall be sealed with 3M 1000NS Watertight Sealant, or approved equal. B. This requirement shall be strictly adhered to for all raceways in the conduit system. 20 3.9 FIELD TESTS 21 A. Conductors Under 600 Volts 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3 4. 1. Perform insulation resistance testing of a11 power circuits above 240 volts with a 1000-volt megger, in accordance with the recommendations of the wire manufacturer. 2. Prepare a written test report of the results and submit to the Owner/Engineer prior to final inspection. Minimum acceptable value for insulation resistance is 100 megohms for cable lengths 40 feet or less. Lower values shall be acceptable only by the Owner/Engineer's specific written approval. For lengths longer ttian 40 feet, the minimum megohm value shall be 2000 megohms per foot. Disconnect equipment that might be damaged by this test. Perform tests with all other equipment connected to the circuit. B. Tests: After instrumentation cable installation and conductor termination by the instr�mentation and control supplier, perform tests witnessed by the Owner/Engineer to ensure that instrumentation cable shields aze isolated from ground, except at the grounding point. Remove all improper grounds. END OF SECTION CTI'Y OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS City Project No. 02073 Revised Juty i, ZOl l 260519-9 WIRES AND CABLES (600 VOLT MAXIMUlv� Page 9 of 9 Revision Log DATE NAME SUNIlVIA][�Y OF CHANGE CITY OF FORT WORTI-I VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260526-I GROUNDING AND BONDING SYSTEM Page i of4 1 2 3 PART 1- GENERAL 4 1.1 SCOPE OF WORK 5 6 7 8 9 10 il 12 1.2 13 14 15 16 SECTION 26 OS 26 GROUNDING AND BONDING SYSTEM A. Fumish all labor, materials, equipment and incidentals required to install a complete Grounding and Bonding System, in strict accordance with Article 250 of the National Electrical Code (NEC), and as shown on the Drawings and specified herein. B. The system shall include ground wires, ground rods, exothermic connections, mechanical connectors, structural steel connections, all as shown on the Drawings, and as specified herein, to provide a bonding to earth ground of all metallic materials likely to become energized. RELATED WORK A. Section 26 00 00 Electrical— General Provisions B. Section 26 OS 33 Ra.ceways, Boxes and Fittings. C. Section 26 OS 29 Electrical Support Hazdwaze D. Section 26 OS 19 Wire and Cables (600 Volt Maximu.m). 1� E. Section 26 OS 13 Medium Voltage Cable 18 1.3 SUBMITTALS 19 20 21 22 23 24 25 26 A. Submit to the Engineer, in accordance with Division 1 and Section 26 00 00, shop drawings and product data, for the following: 1. Ground rods. 2. Grounding conduit hubs. 3. Waterpipe ground clamps. 4. Buried grounding connections. 5. Compression lugs. 6. Exothermic bonding system. 27 1.4 REFERENCE CODES AND STANDARDS 28 A. All products and components shown on the Drawings and listed in this specification 29 sha11 be designed and manufactured according to latest revision of the following 30 standards (unless otherwise noted): 31 1. NFPA 70 — National Electrical Code (NEC) 32 2. UL 467-2007 --Grounding and Bonding Equipment 33 3. NFPA 70E — Standard for Electrical Safety in the Workplace 34 B. All equipment components and completed assemblies specified in this Section of the 35 Specifications shali bear the appropriate label of Underwriters Laboratories. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 02073 Revised July 1, 2011 260526-Z GROUNDING AND BONDING SYSTEM Page 2 of 4 1 1.5 QUALTTY ASSURANCE 2 A. The manufacturer of these materials shall have produced similar electrical materials and 3 equipment for a minimum period of five (5) years. When requested by the 4 OwnerBngineer, an acceptable list of installations with similar equipment shall be 5 provided demonstrating compliance with this requirement. 6 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING 7 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 8 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 9 approved copy of all such submittals. Delivery of incomplete constructed eguipment, 10 onsite factory work, or failed factory tests will not be pemutted. 11 B. Protect equipment during shipment, handling, and storage by suitable complete 12 enclosures. Protect equipment from exposure to the elements and keep thoroughly dry. 13 1.7 WA�tI2ANTY 14 A. The Manufacturer shall warrant the equipment to be free from defects in material and 15 worlananship for 1 year from date of final acceptance of the equipment. Within such 16 period of warranty the Manufactuter shall promptly furnish all material and labor 17 necessary to retum the equipment to new operating condition. Any warranty work 18 requiring shipping or transporting of the equipment, or materials, shall be performed by 19 the Contractor at no e�ense to the Owner. 20 PART 2 - PRODUCTS 21 Z.l RACEWAYS 22 A. Conduit shall be as specified under Section 26 OS 33. 23 B. All raceways, conduits and ducts shall contain equipment grounding conductors sized in 24 accordance with the NEC. Minimum sizes shall be No. 12 AWG. 25 2.2 CONDUCTORS 26 A. Wire shall be as specified under Section 26 OS 26 and 26 OS 13. 27 B. Ground wire shall be uninsulated tinned copper sized as shown on the Drawings, in all 28 cases where a single ground wire is indicated to be installed in a conduit with no other 29 conductors in the conduit, or where the ground wire is directly buried in earth or 30 concrete. In all other cases, insulate the ground wire with green insulation as specified 31 for low voitage wire. 32 2.3 GROUNDING ELECTRODES 33 A. Ground rods shall be 3/4 in by 10 ft copper clad steel and constructed in accordance 34 with UL 467. The minimum copper thiclrness shall be 0.25 mm. Ground rods shall be 35 as manufactured by Copperweld, or approved equal. 36 2.4 CONNECTORS AND CONNECTIONS 37 A. Waterpipe ground clamps shall be cast bronze, Thomas & Betts Co. Cat. JPT, similaz 38 by Bumdy; O.Z. Gedney Co. or equal, and of the correct size for the pipe. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260526-3 GROUNDING AND BONDING SYSTEM Page 3 of 4 1 2 3 4 B. Buried grounding connections shall be by an exothermic weld process, T&B Furseweld SCRI, Cadweld, or equal. C. Where the process cannot be used because of the Owner's operations, a Sumdy Hyground Irreversible Compression System, or equal, shall be used. 5 PART 3 - EXECUTION C�c�� 1��_1��TM_�i��J 7 A. Run grounding electrode conductors in rigid conduits. Bond the protecting conduits to 8 the grounding electrode conductors at both ends. Do not allow water pipe connections 9 to be painted. If the connections aze painted, disassemble them and remake them with 10 new fittings. 11 B. Install equipment grounding conductors in all raceways for the power, control and 12 instrumentation systems. Grounding conductors shall be independent conductors and 13 shall be separate from all shield drain wires. 14 C. Conduits and other raceways shall contain an equipment grounding conductor whether 15 the raceway is metallic or not. Conduits, motors, cabinets, outlets and other equipment 16 shall be properly bonded in accordance with NEC requirements. Where ground wire is 17 exposed to mechanical damage, install wire in rigid conduit. 18 D. Bond all steel building columns in new structures together with ground wire in rigid 19 conduit and connect to the distribution equipment ground bus, as shown on the 20 Drawings. Ground wire connections to structural steel columns shall be made with long 21 barrel type one hole heavy duty copper compression lugs, bolted through 1/2 in 22 maximum diameter holes drilled in the column web, with stainless steel hex head cap 23 screws and nuts. 24 E. Where the grounding loop rises to bond to a column, an insulated jumper shall be 25 installed as shown on the Drawings. An insulated ground jumper shall be used. The 26 jumper shall be shall be bonded to the grounding loop, rise up above the ground and 27 make connection to the building column steel. All connections to the ground ring and 28 the building steel shall be of the exothermic type as specified equal to the exothermic 29 welded process. 30 F. Metal conduits stubbed into a motor control center shall be terminated with insulated 31 grounding bushings and connected to the motor control center ground bus. Bond boxes 32 mounted below motor control centers to the motor control center ground bus. Size the 33 grounding wire in accordance with NEC Table 250.122, except that a m�inimum No. 12 34 AWG shall be used. 35 G. Liquid tight flexible metal conduit in sizes 1-1/2 in and larger shall have bonding 36 jumpers. Bonding jumpers shall be extemal, run parallel (not spiraled) and fastened 37 with plastic tie wraps. 38 39 40 41 H. Ground transformer neutrals to the nearest available grounding electrode with a conductor sized in accordance with NEC Article 250.66. I. Drive grounding electrodes where shown on the Drawings. All grounding electrodes shall be a minimum of 15 feet apart. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 020'73 Revised July 1, 2011 26 OS 26 - 4 GROUNDING AND BONDING SYSTEM Page 4 of 4 1 2 3 4 5 J. All equipment enclosures, motor and t=ansformer frames, conduits systems, cable taay, cable armor, exposed structural steel and all other equipment and materials required by the NEC to be grounded, shall be grounded and bonded in accordance with the NEC. K. Seal exposed connections between different metals with no-oxide paint, Grade A or equal. 6 L. Lay all underground grounding conductors slack and, where exposed to mechanical 7 injury, protect by pipes or other substantial guards. If guards are iron pipe, or other 8 magnetic material, electrically connect conductors to both ends of the guazd. Make 9 connections as specified herein. 10 M. Care shall be taken to ensure good ground continuity, in particular between the conduit 11 system and equipment frames and enclosures. Where necessary, jumper wires shall be 12 installed. 13 N. All grounding iype receptacles shall be grounded to the outlet boxes with a minimum, 14 #12 �W green conductor, connected to the ground terminal of the receptacle and 15 fastened to the outlet box by means of a grounding screw. 16 3.2 INSPECTION AND TESTING 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 K3►a A. Inspect the grounding and bonding system conductors and connections for tightaess and proper installation. B. Use Biddle Direct Reading Earth Resistance Tester or equivalent test inst�ument to measure resistance to ground of the system. Perform testing in accordance with test instrument manufacturer's recommenda.tions using the fall-of-potential method. C. All test equipment shall be provided under this Section and approved by the Owner/Engineer. D. Resistance to ground testing shall be preceded by no precipitation for a minimum of 28 days. Submit test results in the form of a graph showing the number of points measured (12 minimum) and the numerical resistance to ground. E. Testing shall be performed before enero �ng the electrical distribution system. F. A separate test shall be conducted for each building or system. G. Notify the Engineer immediately if the resistance to ground for any building or system is greater than five ohms. END OF SECTION Revision Lo DATE NAME SLrMMARY OF CHANGE 33 CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECffICATION DOCLTMENTS City ProjectNo_ 02073 Revised July 1, 2011 260533-1 RACEWAYS, BOXES, AND FITTINGS Page 1 of 11 1 2 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 6 7 8 9 10 11 12 13 SECTION 26 05 33 RACEWAYS, BOXES, AND FITTINGS A. Fumish and install complete raceway systems as shown on the Drawings and as specified herein. B. Raceways and conductors that aze listed on the raceway and conductor schedules aze generally not shown on the Drawings, except where they aze required to pass through a restricted or designated space. Conduits indicated to be run "exposed" on the schedules shall be run neaz the ceilings or along the walls of the azeas through which they pass and shall be routed to avoid conflicts with HVAC ducts, cranes and hoists, lighting fixtures, doors and hatches, etc. Conduits indicated to be run concealed shall be run in the center of concrete floor slabs, in partitions, or above hung ceilings, as required. 14 1.2 RELATED WORK 15 A. Section 26 00 00 Electrical — General Provisions 16 17 18 19 B. Section 26 OS 29 Electrical Support Hazdwaze C. Section 26 OS 19 Wires and Cables (600 Volt Maximum) D. Section 26 OS 43 Underground System E. Section 26 OS 13 Medium Voltage Cable 20 1.3 SUBMITTALS 21 A. Submit to the Owner/Engineer, in accordance with Division 1, the manufacturers' 22 names and product designation or catalog numbers of all materials specified. 23 B. Submit to the Owner/Engineer, certification that the electricians installing the PVC 24 coated conduit, have a 5 yeaz minimum experience, in the installation of the product. 25 1.4 REFERENCE CODES AND STANDA.RDS 26 27 28 29 30 31 32 33 34 35 A. All products and components shown on the Drawings and listed in this specification shall be designed and manufactured according to latest revision of the following standards (unless otherwise noted): 1. NFPA 70 — Nationa.l Electrical Code (NEC) 2. NFPA 70E — Standard For Electricai Safety in the Workplace 3. IJL 6A — Electrical Rigid Meta1 Conduit 4. ANSI C80.5 — Electrical Rigid Aluminum Conduit 5. UL 514B — Outlet Bodies B. All equipment components and completed assemblies specified in this Section of the Specifications sha11 bear the appropriate label of Underwriters Laboratories. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 260533-2 RACEWAYS, BOXES, AND FTTTINGS Page Z of 11 1 1.5 QUALIT'I' ASSURANCE 2 A. The manufacturer of these materials shall have produced similar electrical materials and 3 equipment for a minimum period of five (5) years. When requested by the 4 Owner/Engineer, an acceptable list of installations with similar equipment shall be 5 provided demonstrating compliance with this requirement. 6 B. The manufacturer of the assembly shall be the manufacturer of the major components 7 within the assembiy. All assemblies shall be of the same manufacturer. 8 1.6 JOBSIT'E DELIVERY, STORAGE AND HANDLING 9 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 10 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 11 approved copy of all such submittals. Delivery of incomplete constructed equipment, or 12 equipment which failed any factory tests, will not be permitted. 13 14 15 16 B. Materials shall be handled and stored in accordance with manufacturer's instructions. C. Materials shall not be stored exposed to sunlight. Such materials shall be completely covered. D. Materials showing signs ofprevious or jobsite exposure will be rejected. 17 1.7 WARRANTY 18 A. The Manufacturer shall warrant the equipment to be free from defects in material and 19 workmanship for 1 year from date of final acceptance of the equipment. Within such 20 period of warranty the Manufacturer shall promptly fiunish all material and labor 21 necessary to retum the equipment to new operating condition. 22 PART 2 - PRODUCTS 23 2.1 CONDUIT 24 A. PVC Coated Rigid Aluminum Conduit 25 26 27 28 29 30 31 32 33 34 35 36 37 1. PVC coated rigid aluminum conduit shall have a minimum 0.040-in thick, polyvinyl chloride coating permanently bonded to rigid aluminwn conduit and an internal chemically cured urethane or enamel coating. Rigid aluminum conduit shall be as manufactured by the Allied Tube and Conduit Corp.; Wheatland Tube Co.; Triangle PWC Inc., T&B Ocal, or approved equal. The ends of all couplings, fittings, etc. sha11 have a minimum of one pipe diameter in length of PVC overlap. PVC coated conduit and fittings shall be as manufactured by Pemia-Cote, Robroy Industries, Triangle PWC Inc. or Ocal. 2. Elbows and couplings shall be PVC coated by the same manufacturer supplying the conduit PVC coating system. Elbows and couplings used with PVC coated conduit shall be fumished with a PVC coating bonded to the aluminum, the same thicl�ess as used on the coated aluminum conduit. B. Liquidtight Aluminum Flexible Meta1 Conduit 38 1. Liquidtight aluminum flexible metal conduit shall have an interlocked aluminum 39 core, PVC jacket rated for 80 degrees C., meeting NEC Article 351, as 40 manufactured by the Anaconda Metal Hose Div.; Anaconda American Brass Co.; 41 American Flexible Conduit Co., Inc.; Universal Metal Hose Co.; ALFLEX or equal. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCtTMENTS City Project No. 02073 Revised July 1, 2011 260533-3 RACEWAYS, BOXES, AND FTTTINGS Page 3 of 11 1 2 3 4 5 6 7 8 9 10 il 12 13 14 15 16 17 18 19 20 21 22 23 24 2. Fittings used with liquidtight flexible aluminum conduit shall be extruded from 6063 alloy in temper designation T-1 with maximum 0.1°/a copper content and shall conform to FEDSPEC WW-C-540C ANSI C80.5, and ITL-6. C. Aluminum Flexible Metal Conduit 1. Aluminum flexible metal conduit shall have an interlocked aluminum core, meeting NEC Article 348, UL land Federal Specification WW-G566C, as manufactured by the Anaconda Metal Hose Div.; Anaconda American Brass Co.; American Flexible Conduit Co., Inc.; Universal Meta1 Hose Co. or approved equal. 2. Fittings used with aluminum flexible metal conduit shall be extruded from AA 6063 a11oy in temper designation T-1 and shall conform to FEDSPEC WW-G540C ANSI C80.5, and UL-6. D. Rigid Aluminum Conduit 1. Rigid Aluminum conduit shall be extruded from AA 6063 alloy in temper designation T-1 and shall conform to FED Spec WW-G540C, ANSI C80.5 and UL 6A. Rigid a.luminum conduit and fittings shall be as manufactured by Wheatland Tube Company, Allied, or approved equal. E. Rigid PVC Schedule 40 Conduit 1. Schedule 40 PVC Rigid Nonmetallic Conduit (RNC) shall be designed for use underground as described in the NEC, resistant to sunlight. The conduits and fittings shall be manufactured to NEMA TC-2, Federal Specification WC1094A and IJL 651 specifications. Fittings shall be manufactured to NEMA TC-3, Federal Specification WC1094A and IJL 514B. Conduit shall have a UL Label. Conduit shall be Rocky Mountain Colby, Cazlon, Kraloy, or approved equal. F. Rigid PVC Schedule 80 Conduit 25 1. Schedule SO PVC Rigid Nonmetallic Conduit (RNC) shall be designed for use 26 above ground and underground as described in the NEC, resistant to sunlight. The 27 conduits and fittings shall be manufactured to NEMA TC-2, Federal Specification 28 WC1094A and UL 651 specifications. Fittings shall be manufactured to NEMA 29 TC-3, Federal Specification WC1094A and UL 514B. Conduit shall have a UL 30 Label. Conduit shall be Rocky Mountain Colby, Carlon, Kraloy, or approved equal. 31 2.2 WIREWAYS 32 A. All wireways shall be constructed of NEMA 4X 316 stainless steel or aluminum, with 33 gasketed hinged covers and stainless steel screws. Wireway shall be as manufactured by 34 B-Line, Hoffinan or equal. 35 2.3 RACEWAY BOXES 36 A. Boxes to include terminal boxes, junction boxes and pull boxes specified herein, are for 37 use with raceway systems only, but include switch, receptacle and lighting housings. 38 Boxes used for housing electrical and instrumentation equipment, other than terminal 39 boxes, shall be as described elsewhere in these Specifications. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 26 OS 33 - 4 RACEWAYS, BOXES, AND FITTINGS Page 4 of 11 1 B. All wet, outdoor and process areas. All boxes shall be NEMA Type 4X of 316 stainless 2 steel with mounting lugs or brackets made on the bo� suitable for wall mounting, or 3 have mounting feet where self-standing. Boxes manufactured with holes intended for 4 mounting will not be acceptabie. Boxes shall not have holes or l�ockouts. All boxes 5 shall have continuously welded seams ground smooth, and shall have continuous 6 hinged, foam-in place gasketed doors. Box bodies shall not be less than 16ga. Boxes 7 above 24" X 20" shall have a 3 point type latch with handle as manufactured by 8 Hoffman Engineering Co. or equal. Boxes below 24" X 20" shall have quarter-tum 9 type latches as manufactured by Hoffman Engineering Co. or equal. 10 C. Classified Areas, (Class 1, Division 1, Groups A, B, C, or as defined in NFPA 70). 11 Boxes constructed for either indoor or outdoor use in hazazdous areas, shall be copper- 12 free aluminum, with stainless steel hinged cover, watertight neoprene cover gasket with 13 stainless steel bolts. Boxes shall be rated NEMA 7 watertight. All penetrations shall be 14 factory drilled and tapped. Enclosures shall be Type E7B Style C as manufactured by 15 the Crouse-Hinds Co.; Appleton Electric Co. or approved equal. 16 D. Chemical Rooms: Boxes shall be NEMA 4X, non-metallic, made of PVC or fiberglass 17 reinforced polyester. Materials shall be compatible with the chemicals used. Non- 18 metallic boxes shall have UV inhibitors. Provide all boxes with quick-release luggage 19 iype latches. 20 21 22 23 24 25 26 f►�ll E. All other locations not described above, shall be NEMA 12. Temunal boxes, junction boxes, pull boxes, etc, shall be NEMA Type 12 aluminum, with mounting lugs suitable for wall mounting. Box bodies shall not have holes or knockouts. Boxes shall not be less than .080 in. thick, gauge. All boxes shall have continuous hinged, foam-in-place gasketed doors with handle latch, 3 point above 20" x 20". Boxes shall be Comline Series as manufactured by Hoffman Engineering Co. or equal. F. NEMA 1 or NEMA lA boxes sha11 not be used. G. Malleable uon boxes shall not be used. 28 2.4 DEVICE BOXES 29 A. Device boxes, switch, receptacle, etc., shall be of copper free cast aluminum, and shall 30 have ta.pered, threaded, hubs, with integral bushings. Boxes shall have intemal 31 grounding screw, and a m;nimum of two mounting feet. Boxes shall be type FS or FD, 32 Cooper Crouse-Hinds, Appleton or approved equal. 33 2.5 CONDUIT OUTLET BODIES 34 A. For conduits up to and including 2-1/2", conduit outiet bodies and covers shall be 35 copper-free aluminum, with captive screw-clamp cover, neoprene gasket and stainless 36 steel screws and clamps, Cooper Crouse-Hinds Form 7 with Mark 7 wedge-nut cover, 37 Appleton, or approved equal. For conduits larger than 2-1/2", junction boxes shall be 38 used. 39 B. For NEMA 7 watertight areas, all outlet boxes and covers shall be EA Series by Crouse 40 Hinds, or approved equal. 41 2.6 CONDITTT HUBS 42 A. Conduit hubs for use on raceway system pull and junction boxes shall be watertight, 43 threaded aluminum, insulated throat, stainless steel grounding screw, as manufactured 44 by T&B H150GRA Series, or equal. CTTY OF FORT WORTFI VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260533-5 RACEWAYS, BOXES, AND FTITINGS Page 5 of 11 2.7 GROUNDING BUSHINGS 2 A. Grounding bushings shall be insulated lay-in lug grounding bushings with tin-plated 3 copper grounding path. Bushings shall have integrally molded noncombustible phenolic 4 insulated surfaces rated 150°C. Each bushing sha11 be fumished with a plastic insert 5 cap. The size of the lug shall be sufficient to accommodaxe the maximum ground wire 6 size required by the NEC for the application. Bushings shall be O-Z/Gedney Type 7 ABLG, or approved equal. 8 2.8 RACEWAY SEALANT 9 A. Ra.ceway sealant for use in the sealing of raceway hubs, entering or ternunating in 10 boxes or enclosures where such sealing is shown or specified, shall be 3M 1000NS 11 Watertight Sealant, or approved equal. 12 2.9 CONDUIT PENETRATION SEALS 13 14 15 16 17 18 A. Conduit wall and floor seals shall be series CSM as manufactured by the O.Z./Gedney Co., or equal. 1. Type CSML-�� shall be used for all applications that do not require a recessed sealing bushing. 2. Type CSMI-XXXP shall be used for all applications that require a recessed sealing bushing. 19 2.10 EXPANSION-DEFLECTION FITTINGS 20 A. Combination expansion-deflection fittings with 4" movement, copper-free aluminum, 21 with exterior bonding jumper of tinned copper braid and 316 stainless grounding straps, 22 as manufactured by the Crouse-Hinds Co., or equal. 23 2.11 EXPANSION FITTINGS 24 25 26 27 28 29 30 31 A. Expansion fittings shall be, 8" movement, copper-free aluminum, with exterior bonding jumper of tinned copper braid and 316 stainless grounding straps, Type XJGSA as manufactured by Crouse-Hinds Co., or approved equal, with intemal grounding. 2.12 EXPLOSION-PROOF SEALS, BREATHERS AND DRAINS A. Explosion proof fittings shall be designed for Class 1 Division 1, Group D, hazardous locations. Fittings shall be of copper-free aluminum, consist of seals, breathers and drains of type ED, as required for the application. Fittings shall be as manufactured by the Crouse-Hinds Co.; Appleton Electric Co.; O.Z./Gedney Co., or equal. 32 2.13 KELLUMS GRIPS 33 A. Kellums grips to support cables shall be of 316 stainless steel. 34 35 36 2.14 CONDUIT MOUNTING EQUIPMENT A. All pull and junction box supports, spacers, conduit support rods, clamps, hangers, channel, nut, bolts, washers, etc. and shall be made of 316 stainless steel. 37 2.15 CONDUIT IDENTIFICATION TAGGING 38 A. The Contractor shall tag all underground conduits at all locations exiting and entering 39 from underground, including manholes and handholes. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260533-6 RACEWAYS, BOXES, AND FITTINGS Page 6 of 11 1 B. Conduit identification plates shall be embossed stainless steel with stainless steel band, 2 permanently secured to the conduit without screws. 3 C. Identification plates shall be as manufactured by the Panduit Corp. or equal. 4 PA.RT 3 - EXCCUTION 5 3.1 INSTALLER'S QUALIFICATIONS 6 A. Installer shall be specialized in installing PVC coated conduit with minimum 5 years 7 documented experience. Experience documentation shall include training. Training 8 shall be submitted for approval prior to beginning work on this project. 9 3.2 RACEWAY APPLICATIONS 10 11 12 13 14 15 16 A. Unless exact locations are shown on the Drawings, the Contractor shall coordinate the placement of conduit and related components with other trades and e�sting installations. S. Unless shown on the drawings or specified otherwise, the conduit type installed with respect to the location shall be as follows= Conduit Type Location 1. Rigid Gatvanized Conduit Not acceptable for use on this Project 2. PVC Coated Aluminum Conduit All ernbedded conduit bends, underground ductbank bends of more than 20 degrees, and all conduit stub-ups to a minimum of 6" above finished floor or grade and in Chlorine and Caustic rooms. 3. Liquidtight Flea�ible Aluminum Conduit Raceway connection to vibrating equipment only, in all areas. 4. Rigid Non-metallic, Schedule 40 PVC Conduit Underground ductbanks with red concrete cap. 5. Rigid Non-metailic, Schedule 80 PVC Conduit For use only in Chlorine and Caustic Rooms. 6. Flexible Aluminum Conduit Fixture whip connection to lighting fixtures in NEMA 1 areas (maximum 3-ft). BX or AC type prefabricated cables are not permitted. 7. Aluminum Rigid Metal Conduit All above grade azeas, except for concrete embedded and those areas described in Locations 2 through 6 above. 17 C. All conduit of a given Type shall be the product of one manufacturer. 18 3.3 BOX APPLICATIONS 19 A. All raceway junction, pull and teiminal boxes shall have NEMA ratings for the location 20 in which they are installed, and as specified herein. CTTY OF FORT WORTFI VCWRF Baz Screea Building No. 3 Rehabilitation STANDARD CONSTRUCITON SPECIFICATION DOCUMENTS City Project No_ 02073 Revised July 1, 2011 260533-7 RACEWAYS, BOXES, AND FITTINGS Page 7 of 11 1 2 3 4 5 6 � 8 9 10 11 B. For all raceway boxes, the distance between each raceway entry inside the box and the opposite wall of the box shall not be less than eight times the metric designator (trade size) of the lazgest raceway in a row. This distance shall be increased for additional entries by the amount of the sum of the diameters of all other raceway entries in the same row on the same wall of the box. Each row shall be calculated individually, and the single row that provides the maximum distance shall be used. C. E�cposed switch, receptacle and lighting outlet boxes and conduit fittings shall be cast aluminum. D. All boxes shall be provided with factory mounting lugs. Drilling through the back of any box or enclosure is prohibited, and if so installed, shall be removed and replaced, with no increase in the Contract Price or Construction Schedule. 12 E. No penetrations shall be made in the top of boxes in wet locations. 13 3.4 DEVICE BOX APPLICATIONS 14 A. Device boxes shall be used for mounting wiring devices such as receptacles, switches, 15 thermostats, lighting and other permanently mounted devices. 16 3.5 CONDUIT OUTLET BODIES APPLICATIONS 17 A. Conduit outlet bodies may be used on conduits up to and including 2-1/2", except 18 where junction boxes are shown or otherwise specified. For conduits larger than 2-1/2", 19 junction boxes shall be used. 20 3.6 CONDUIT HUB APPLICATIONS 21 22 23 24 25 A. Unless specifically stated herein or described on the Drawings, all raceways shall terminate at an outlet with a conduit hub. Loclaiut or double loclaiut terminations will not be permitted. B. When conduits contain equipment grounding conductors the wire shall be grounded to the hub(s) associated with that grounding conductor. 26 3.� INSULATED GROUNDING BUSffiNG APPLICATIONS 27 A. Insulated grounding bushings shall be used to terminate raceways where the raceways 28 enter pad-mounted electrical equipment or switchgeaz from the bottom where there is 29 no wall or floor pan on which to anchor or terminate the raceway. 30 B. All other raceways shall terminate on enclosures with a conduit hub, except for NEMA 31 7 areas. 32 C. Grounding bushing caps shall remain on the bushing until the wire is ready to be pulled. 33 3.8 CONDUIT FITTINGS APPLICATIONS 34 A. Combination expansion-deflection fittings shall be installed where conduits cross 35 structure expansion joints, on conduit transitions from underground to above ground, 36 and where installed in exposed conduit runs such that the distance between e3cpansion- 37 deflection fittings does not exceed 150 feet of conduit run. 38 B. On exposed conduit transitions from underground to above ground, where the earth has 39 been disturbed to a depth of more than ten feet, an expansion fitting, with a minimum of 40 6" available movement, shall be installed on the exposed side of the transition, in lieu of 41 a combination expansion-deflection fitting. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitadon STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 260533-8 RACEWAYS, BOXES, AND FITTINGS Page 8 of 11 2 3 4 5 6 7 8 9 3.9 CONDUIT PENETRATION SEALS APPLICATIONS A. Conduit wall seals sha11 be used where underground conduits penetrate walls or at other locations shown on the Drawings. B. Conduit sealing bushings shall be used to seal conduit ends exposed to the weather and at other locations shown on the Drawings. 3.10 EXPLOSION-PROOF SEALS, BREA'THERS AND DRAINS APPLICATIONS A. Fittings consisting of sealing fittings, breathers, drains, with sealing compound and fiber, as specified herein, shall be used as required to meet all the requirements of the National Electrical Code. 10 3.11 CONDUIT TAG APPLICATIONS 11 12 13 14 A. All conduits sha11 be tagged withi.n lft. of the entry of equipment, and wall and floor penetrations. B. The Contractor shall tag all underground conduits and ducts at all locations, e�ting and entering from underground, including manholes and handholes. 15 3.12 RACEWAY SEALING 16 17 18 19 A. Where raceways enter junction boxes or control panels containing electrical or instrumenta.tion equipment, all entrances shall be of the hub type and sealed with Raceway Sealant, as specified herein. B. This requirement shall be strictly adhered to for all raceways in the conduit system. 20 3.13 PVC RACEWAY TO PVC COATED ALli�vI�NUM RACEWAY TRANSITIONS 21 A. Where a transition is made from PVC raceway to PVC coated aluminum raceway, the 22 PVC raceway shall terminate in a female ada.pter. A PVC coated aluminum male 23 threaded end, or fitted with a PVC coated aluminum male adapter, shall be threaded 24 into the PVC raceway. After tightening securely, the transition shall be double layered 25 with 2 in. vinyl electrical tape, for a distance of 2 inches each side of the threaded joint. 26 3.14 RACEWAY INSTALLATION 27 28 29 30 31 32 33 A. Do not install pull wires and conductors until the raceway system is in place. No wire shall be installed between outlet points, junction points or splicing points, until raceway sections are complete, and raceway covers installed for protection of conductors from damage or exposure to the elements. The occurrence of wire installed in an incomplete installation, shall require the removal of such conductors from the project site, and completion and inspection of such raceway sections, before new conductors aze installed. 34 B. No conduit smaller than 3/4-in electrical trade size, shall be used, nor sha11 any have 35 more than the equivalent of three 90 degree bends in any one run. Pull boxes shall be 36 provided as necessary. 37 C. All raceways, installed underground, shall be installed in accordance with Section 26 05 38 43 Underground System, and be a minimum size of 2"C. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 260533-9 RACEWAYS, BOXES, AND FTI"TINGS Page 9 of 11 1 D. Where raceways enter or leave the raceway system, where the raceway origin or 2 termination, could be subj ected to the entry of moisture, rain or liquid of any type, 3 particulazly where the termination of such raceways terminate in any equipment, new or 4 existing at a lower elevation, such raceways shall be tightly sealed, using Watertight 5 Sealant, at the higher elevation, both before and after the installation of cables, such that 6 there sha11 be no entry of water or moisture to the Raceway System at any time. Any 7 damage to new or existing equipment, due to the entrance of moisture from unsealed 8 raceways, shall be corrected by complete replacement of such equipment, at no cost to 9 the Owner. Cleaning or drying of such damaged equipment will not be acceptable. 10 E. Conduit supports, other than for underground raceways, shall be spaced at intervals of 11 8-ft or less, as required to obtain rigid construction. 12 F. Single conduits shall be supported by means of one-hole pipe clamps in combination 13 with one-screw back plates, to raise conduits from the surface. Multiple runs of 14 conduits sha11 be supported on trapeze type hangers with horizontal members and 15 threaded hanger rods. The rods shall be not less than 3/8-in diameter. Surface mounted 16 panel boxes, junction boxes, conduit, etc shall be supported by strut, to provide a 17 minimum of 1/2-in cleazance between wall and equipment. 18 G. Conduit hangers shall be attached to structurai steel by means of beam or channel 19 clamps. Where attached to concrete surfaces, concrete inserts of the spot type shall be 20 provided. 21 H. No raceways or electrical equipment shall be attached to or supported from, sheet metal 22 walls. 23 I. All conduits on eacposed work shall be run at right angles to and parallel with the 24 surrounding wall and shall conform to the form of the ceiling. No diagonal runs will be 25 allowed. Bends in pazallel conduit runs sha11 be concentric. All conduit shall be run 26 perfectly straight and true. 27 J. Conduits terminated into enclosures shall be perpendiculaz to the walls where flexible 28 liquidtight or rigid conduits are required. The use of short sealtight elbow fittings for 29 such terminations will not be permitted, except for connections to instrumentation 30 transmitters, where multiple penetrarions aze required. 31 32 33 34 35 36 37 38 39 40 41 42 43 m K. Conduits shall be installed using threaded fittings. Running threads will not be permitted. L. All conduit fittings on PVC conduit shall be of the glued type. M. Liquidtight flexible aluminum conduit shall be used for the primary and secondary of transformers, generator terminations and other equipment where vibration is present. Use in other locations is not permitted, except for connections to instrumentation transmitters, where multiple penetrations are required. Liquidtight flexible aluminum conduit shall have a maximum length not greater than that of a factory manufactured long radius elbow of the conduit size being used. The maximum bending radius shall not be less than that shown in the NEC Chapter 9, Table 2, "Other Bends". BX or AC type prefabricated cables will not be permitted. N. Where conduits pass through openings in wa11s or floor slabs, the remaining openings shall be sealed against the passage of flame and smoke. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS Ciry Project No. 02073 Revised July l, 2011 26 05 33-10 RACEWAYS, BOXES, AND FITTINGS Page 10 of 11 1 O. Conduit ends exposed to the weather or corrosive gases shall be sealed with conduit 2 sealing bushings. 3 P. Raceways terminating in Control Panels or enclosures outdoors, containing electrical 4 equipment, shall not enter from the top of the enclosure, and the raceway sha11 be sealed 5 with a Watertight Sealant as specified herein. 6 Q. All conduits from external sources entering or leaving a multiple comparlment 7 enclosure shall be stubbed up into the bottom horizontal wireway or other manufacturer 8 designated area, directly below the vertical section in which the conductors are to be 9 tem�inated. Conduits entering from cable tray shall be stubbed into the upper section. 10 R. Conduit sealing and dra.in fittings shall be installed in azeas designated as NEMA 4X or 11 7. 12 S. A conduit identification plate shall be installed on all power, instrumentation, alarm and 13 control conduits at each end of the run and at intermediate junction boxes, manholes, 14 etc. Conduit plates shall be installed before conductors are pulled into conduits. Exact 15 identification plate location shall be coordinated with the Owner/Engineer at the time of 16 installation to provide uniformity of placement and ease of reading. Conduit numbers 17 sha11 be exactly as shown on the Drawings. 18 T. Mandrels shall be pulled through all existing conduits that will be reused and through 19 all new conduits 2-in in diameter and lazger prior to installi.ng conductors. 20 U. 3/16-in polypropylene pull lines shall be installed in all new conduits noted as spares or 21 designated for future equipment. 22 V. All conduit that may under any circumstance contain liquids such as water, 23 condensation, liquid chemicals, etc, shall be arranged to drain away from the equipment 24 served. If conduit drainage is not possible, conduit seals shall be used to plug the 25 conduits at the point of attachment to the equipment. 26 W. Conduits shall not cross pipe shafts, access hatches or vent duct openings. They shall be 27 routed to avoid such present or future openings in floor or ceiling construction. 28 X. The use of running threads is prohibited. Where such threads are necessary, a 3 piece 29 union shall be used. 30 Y. Conduits passing from heated to unheated spaces, e�cterior spaces, refrigerated spaces, 31 cold air plenums, etc, shall be sealed with Watertight Sealant as specified herein. 32 Z. Conduits shall be located a minimum of 3-in from steam or hot water piping. Where 33 crossings are unavoidable, the conduit shall be kept at least 1-in from the covering of 34 the pipe crossed. 35 AA. Conduits terminating at a cable tray shall be supported independently from the cable 36 tray. Provide a conduit support within 1-ft of the cable tray. The weight of the conduit 37 shall not bear on the cable tray. 38 BB.All changes of direction on PVC coated aluminum conduit greater than 20 degrees shall 39 be accomplished using long radius bends. Any field bends shall be made using 40 equipment designed to prevent damage to the PVC coating. 41 END OF SECTION 42 CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 05 33-11 RACEWAYS, BOXES, AND FITTINGS Page 11 of 11 Revision Lo DATE NAME SLJ�vIlVIARY OF CHANGE CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 260550-1 NEMA FRAME IlVDUCTION MOTORS, 600 VOLTS AND BELOW Page 1 of 13 1 2 SECTION 26 OS 50 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW 3 PART1- GENERAL 4 l.l SCOPE OF WORK 5 6 7 8 9 10 11 12 1.2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1.3 28 29 30 31 32 A. Provide electric motors, accessories, and appurtenances complete and operable, in conformance with the individual driven equipment specifications and other sections of the Contract Documents. B. The provisions of this Section shall apply to all low voltage NEMA Frame AC squirrel cage induction motors, except as indicated otherwise. C. The motor manufacturer, via the pump supplier, shall confirm in writing that the VFD fiunished is sized for the applicarion. RELATED WORK A. Section 26 00 00 Electrical — General Provisions B. Section 26 OS 73 Power System Study C. Section 26 OS 19 Wires and Cables (600 Volt Maximum) D. Section 26 27 13 Power Metering and Protective Relays E. Section 26 28 16 Low Voltage Enclosed Circuit Breakers and Disconnect Switches F. Section 26 24 19 Low Voltage Motor Control Centers G. Section 26 29 13 Low Voltage Motor Controllers H. Section 26 29 23 Low Voltage Variable Frequency Drives (VFDs) I. Section 26 29 86 Mechanical Manufacturer's Provided Control Panels (MEMs) J. Section 26 29 87 Electrical Manufacturer's Provided Control Panels (OEMs) K. Process Equipment Division L. Mechanical Equipment Division M. Instrutnentation Equipment Division SUBNIITTALS A. Submittals shall be made in accordance with the requirements of the process equipment division of these Specifications, and as specified herein. B. Submittals for equipment specified herein shall be made as a part of equipment fumished under other Sections. Individual submittals for equipment specified herein will not be accepted and will be returned unreviewed. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, ZOl l 26 OS 50 - 2 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 2 of 13 1 C. Submittals shall also contain information on related eguipment to be furnished 2 under this Specification and described in the related sections listed in Related 3 Work above. If Section 26 OS 73 Power System Study is listed in the Related 4 Work Sections listed above, a Certification shall be provided as part of the 5 submittal, certifying that all settings and adjustments have been made on the 6 accompanying Submittals. Incomplete submittals not containing the required 7 information on the related equipment will be returned as "iNCOMPLETE 8 SUBMITTAL — REJECTED. No portion of an 1NCOMPLETE SUBMITTAL 9 will be Approved or reviewed. 10 D. The following information shall be submitted with the motor drawings for 11 review. 12 1. Name of Drive 13 2. Horsepower of Motor 14 3. Phase 15 4. Full Load Efficiency 16 5. Voltage 17 6. Full Load Power Factor 18 7. Speed 19 8. NEMA Design Starting Torque 20 9. NEMA Frame and Dimensions 21 10. Full Load Current 22 1 l. Locked Rotor C�u�rent 23 12. Insulation Class 24 13. Temperature Rise at 1.0 SF 25 14. Enclosure 26 15. Bearing life design 27 16. Special features (i.e., space heaters, RTDs, oversize conduit box and corrosion 28 resistantfeatures). 29 17. Nameplate Drawing with Information as listed herein. 30 18. Lugs and connectors. 31 E. Suppliers of fractional horsepower motors below frame 143T will not be required 32 to submit operational characteristics. 33 F. 34 G. 35 36 37 38 39 40 41 I� Factory Tests. Submittals shall be made for factory tests as specified above. Field Test Reports. Submittals shall be made for field tests specified herein. Operation and Maintenance Manuals. Operation and maintenance manuals shall include the following information: a. Manufacturer's contact address and telephone number for parts and service. b. Instruction books and/or leaflets c. Recommended renewal parts list d. Record Documents for the information required by the submitted motor information above. CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECffICATION DOCUMENTS City ProjectNo. 020'73 Revised July 1, 2011 26 OS 50 - 3 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 3 of 13 1 1.4 REFERENCE STANDARDS 2 A. Motors shall be designed, built, and tested in accordance with the latest revision 3 of the following standards: 4 1. National Electrical Manufacturers Association Inc. (NEMA). 5 a. NEMA MGl - Motors and Generators. 6 b. NEMA MG2 - Safety Standard for Construction and Guide for Selection, 7 Installation and Use of Electric Motors and Generators. 8 c. NEMA MG3 - Sound Level Prediction for Installed Rotaring Electrical 9 Machines. 10 2. Nationai Fire Protection Association (NFPA). 11 a. NFPA-70 - National Electrical Code. 12 3. Underwriters Laboratories, Inc. (UL). 13 a. UL-1004 - Electric Motors. 14 4. Institute of Electrical and Electronics Engineers, Inc. (IEEE). 15 a. IEEE Std 1- General Principles for Temperature Limits in the Rating of 16 Electric Equipment. 17 b. IEEE Std 43 - Recommended Practice for Testing Insulation Resistance of 18 Rotating Machinery. 19 c. IEEE Std 85 - Test Procedures for Airbone Sound Measurements on Rotating 20 Electric Machinery. 21 d. IEEE Std 112 — Standard Test Procedure for Polyphase Induction Motors and 22 Generators. 23 e. IEEE Std 275 - Recommended Practice for Thermal Evaluation of Insulation 24 Systems for AC Electric Machinery Employing Form-wound Pre-insulated 25 Stator Coils, Machines Rated 6,900 V and Below. 26 f. IEEE Std 429 - Standard Test Procedure for the Evaluation of Sealed Insulation 27 Systems for AC Electric Machinery Employing Foml-wound Stator Coils. 28 g. IEEE Std 1349 — Guide for the Application of Electric Motors in Class 1, Div 2 29 Hazardous Locations. 30 5. Anti-Friction Bearing Manufacturer's Association Inc. (AFBMA): 31 a. AFBMA-9 & 11 - Load Ratings and Fatigue Life for Roller Bearings. 32 B. Where reference is made to one of the above standards, the revision in effect at 33 the time of bid opening shall apply. 34 1.5 DEFINITIONS 35 A. Motors specified herein aze three-phase, squirrel cage induction type for %2 HP 36 and above, and single phase for less than % HP, except as specifically specified 37 elsewhere in these Specifications. 38 B. Exclusion. Any self contained portable appliance, which includes the motor with 39 or without control that is specifically refened to, by catalog number on the 40 Drawings or in other sections of the Specifications (more specifically fan coil 41 unit motors, exhaust fan motors, unit heater motors, and blower ventilation 42 motors) are not covered by this Section of the Specifications. 43 C. The word "Drive" shall be construed to mean the dtiven equipment, i.e. pump, 44 hoist, fan, compressor, or adjustable frequency drive connected with the motor. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 OS 50 - 4 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 4 of 13 1 1.6 QUALITI' ASSURANCE 2 A. Motor Compatibility. The Contractor shall satisfy himself that the motor 3 included with the drive is compatible with driven equipment and complies with 4 these Specifications. In the event that the motors described in these 5 Specifications can not be applied to the application or equipment offered, the 6 Contractor may submit an exception, stating cleazly the deviations and the 7 reasons for such deviations. The acceptance or rejection of such deviations shall S be at the sole discretion of the Owner/Engineer. 9 B. When motors are fumished with driven equipment, the driven equipment supplier 10 shall be responsible for mounting the motor and driven equipment as a complete 11 unit, correctly aligned and coupled with the coupling or sheave specified on the 12 driven equipment data sheet, and for designing vibration, special, or unbalanced 13 forces resulting from equipment operation. 14 C. Motors manufactured more than 24 months prior to the date of this Contract will 15 not be acceptable. 16 1.7 JOBSITE DELIVERY, STORAGE AND HANDLING 17 A. Prior to jobsite delivery, the Contractor shall have successfully completed all 18 submittal requirements, and present to the Owner/Engineer upon delivery of the 19 equipment, an approved copy of a11 such submittals. Delivery of incomplete 20 constructed equipment, or equipment which failed any factory tests, will not be 21 permitted. 22 B. 23 24 ZS C. 26 27 28 D. 29 30 Protect equipment during shipment, handling, and storage by suitable complete enclosures. Protect equipment from exposure to the elements and keep thoroughly dry. Protect painted surfaces against impact, abrasion, discolorarion, and other damage. Repaint damaged painted surfaces to the satisfaction of the Owner/Engineer. If motors are shipped as an integral part of the associated mechanical equipment, the motors shall be stored and handled in accordance with the manufacturer's instructions 31 E. If motors are shipped separately, the motor shall be installed in its permanent, 32 finished location shown on the Drawi.ngs within 14 calendar da.ys of arriving 33 onsite. If the equipment cannot be installed within 14 calendar days, the 34 equipment shall not be delivered to the site, but stored offsite, at the Contractor's 35 e�ense, until such time that the site is ready for permanent installation of the 36 equipment. 37 F. Where space heaters aze provided in motors, provide temporary eleclrical power 38 and operate space heaters, during storage and after motors are installed in 39 permanent location, until equipment is placed in service. 40 G. The motor shaft shall be rotated on a monthly basis, if such is recommended or 41 required by the motor manufacturer; the date recorded, and copies of the record 42 provided to the Owner/Engineer and the manufacturer. The manufacturer shall 43 confirm receipt of the rotation record. CTTY OF FORT WORTfi VCWRF Bar Screen Building No_ 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 OS 50 - 5 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 5 of 13 1 1.8 WARitANTY 2 3 4 5 6 7 8 A. The Manufacturer shall warrant the equipment to be free from defects in material and worlananship for the same warranty period as specified for the associated mechazucal equipment, but not less than 3 years from daxe of final acceptance of the equipment. Within such period of warranty the Manufacturer shall prompfly furnish all material and labor necessary to return the equipment to new operating condition. Any warranty work requining shipping or transporting of the equipment sha11 be performed by the Manufacturer, at no expense to the Owner. 9 PART 2 - PRODUCTS 10 2.1 ACCEPTABLE 11RANUFACTURERS 11 A. 12 13 1. 14 2. 15 3. 16 4. 17 18 19 20 21 2.2 Subject to compliance with the Contract Documents, the following Manufacturers are acceptable: General Electric TECO — Westinghouse National Oilwell Varco US Motors B. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and fimctions. Manufacturers listed above are not relieved from meeting these specifications in their entirety. GENERAI� REQUIREMENTS 22 A. Each motor provided shall have an Identification Tag Number, conforming to the 23 numbering system and equipment name shown on the Drawings. 24 B. Specific motor data such as HP, RPM, enclosure type, etc., is specified under the 25 detailed specification for the mechanical equipment with which the motor is 26 supplied. 27 C. The motor manufacturer's nameplates shall be engraved or embossed on stainless 28 steel and fastened to the motor frame with stainless steel screws or drive pins. 29 Nameplates shall indicate cleazly all of the items of information enumerated in 30 NEMA Standatd MGI, as applicable, including but not limited to the following 31 information: 32 l. Horsepower (output). 33 2. RPM at full load. 34 3. Time rating. 35 4. Frequency. 36 5. Number of phases. 37 6. Model number. 38 7. Rated voltage. 39 8. Service factor. 40 9. Full load amps. 41 10. Insulation class. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 02073 Revised July 1, ZOl l 260550-6 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 6 of 13 1 2 3 4 5 6 7 1 l. NEMA design letter. 12. NEMA code letter. 13. Temperature Rise at 1.0 SF. 14. NEMA Frame size. 15. Motor Weight 16. Date of manufacture. 17. Thermal protection (if supplied). 8 D 9 10 E. 11 Where frequent starting occurs, the design for frequent starting duty sha11 be equal to the duty service required by the driven equipment. Altitude: Under 3300 FT. For applications above 3300 FT, motors shall be specifically designed and certified for operation at the specific altitude. 12 F. Motors shall have sufficient horsepower and torque capacity to drive the 13 equipment without overloading under all conditions, without exceeding the 14 nameplate rating of the motor and without use of the service factor. 15 G. 16 17 18 H. 19 I. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Motors shall have a breather drain in each end bracket of the TEFC motor enclosure. Stainless steel automatic breather drains shall be provided in the lowest part of both end brackets to a11ow drainage of condensation. Motors shall be slide rail mounted for all belt or chain-driven applications. Air inlets and outlets shall be protected by veuYun proof, corrosion resistant louvers. The air inlets shall be located on end or side as required by the application. J. Motors shall have an oversized, gasketed, cast iron conduit box, field adjusta.ble in 90-degree increments unless the box contains equipment, diagonally split with tapped NPT threaded conduit entrance hole, and shall exceed the minimum volumes defined in IEEE 841-2001. Neoprene conduit box cover gasket and neoprene lead seal gasket with fle�cible nipples to ensure the seal is maintained as the leads are moved shall be fiunished. Provision for grounding shall be provided in the conduit box utilizing a mounted clamp-type lug. K. L. M. N. O. Provide separate accessory lead conduit boxes. Minimum size entrance hub shall be 3/4"C. Resistance temperature detector leads shall not occupy the same box with any other type of power or monitoring leads. Motor frames, end brackets, and conduit box shall be of cast-uon. Provide lifhing lugs on the motor frame. Motors shall be NEMA Design B standard, unless otherwise specified in the process equipment division of these Specifications. Service factor sha11 be 1.15 for all motors. 1. In sizing motors, no portion of a motor's service factor above 1.0 shall be used in normal continuous operation of the motor. 39 P. Motors shall be of the Energy Efficient type, and shall meet or exceed 40 efficiencies as listed in the Table at the end of this Specification. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July l, 2011 26 OS 50 - 7 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 7 of 13 1 Q. 2 3 All motors shall be continuous time rated suitable for operation in a 40 degrees C ambient, unless specified otherwise in the process equipment division of these Specifications. 4 R. Unless otherwise indicated or specified, motors shall be totally enclosed fan 5 cooled (TEFC), for all applications. See the process equipment division of these 6 Specifications for pumps and other equipment that require additional enclosure 7 requirements. 8 S. All TEFC Motors shall have corrosion resistant enclosures, fan, cover, epoxy 9 paint, corrosion resistant fittings and stainless steel or aluminum nameplates 10 similar to "Mill and Chemical", "Corro-Duty", "Chemical Processing" motors, or 11 equal. 12 T 13 14 15 16 17 18 19 20 21 22 U. Motors aze to be bi-directional. If the fan must be unidirectional, it shall be the motor manufacturer's responsibility to obtain the direction required from the drive manufacturer. Guards 1. Exposed moving parts shall be provided with guazds in accordance with the requirements of OSHA. Guards shall be fabricated of flattened expanded metal screen, 3/4-inch No. 10, to provide visual inspection of moving parts without removal of the guard. 2. Guards shall be galvanized after fabrication and shall be designed to be readily removable to facilitate maintenance of moving parts. Windows shall be provided in the guazd for access to the lubricating fittings. 23 2.3 FRACTIONAL HORSEPOWER MOTORS — LESS THAN'/ HP 24 A. Motor voltage shall be single phase, 115 V, 60 Hz, unless otherwise shown on 25 the Drawings. 26 B. 27 C. 28 Enclosures shall be TEFC or TENV. Motors sha11 have a built-in manual or automatic reset thermal protector, or an integrally mounted, enclosed manual reset, motor overload switch. 29 2.4 MOTORS'/ HP AND LARGER 30 A. Motor voltage shall be 3 phase, single voltage, as shown on the Drawings, and in 31 compliance with IEEE 841 (Mill & Chemical). 32 B. 33 34 35 C. 36 37 D. Motors shall have NEMA standard Class "F" insulation with a maximum temperature rise of 90 Deg C above a 40 Deg C ambient, on a continuous operation or intermittent duty, at nameplate horsepower. Motors shall have non-hygroscopic encapsulated windings. Motor leads shall be Class F rated, with permanent identification. Motor rotors and assembly, shall be dynamically balanced. 38 E. Motors less than 15 HP shall have a locked rotor inrush not exceeding MG l. 39 Motors 15HP and larger shall have a locked rotor inrush kVA' not exceeding 40 Code G (6.29 KVA�I-�). CITY OF FORT WOR1Ti VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July I, 2011 260550-8 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 8 of 13 F Motors shall meet or exceed the Minimum Guazanteed Efficiencies, listed in the Table of Part 4 of this Section, at the approximate nameplate current values at 460 volts. G. The motor insulation system for motors controlled with VFDs shall have full capability to handle the common mode voltage conditions imposed by the VFD. Motor insulation system shall conform to all of the requirements of the latest version of NEMA MGl, Part 31 for peak voltage withstand capability. s x. 9 I. 10 11 J. 12 13 K. 14 L. 15 16 17 M. All motors controlled with a VFD shall have 1600 Volt insulation systems. The critical speed of the shaft and rotor assembly shall exceed the operating speed by a minimum of 10 percent. The no-load sound pressure level, based on the A-weighted scale at 3 feet, when measured in accordance with IEEE Std. 85 shall not exceed 85 dBA. Vibration limits shall not exceed 0.2-in/sec at any frequency. Motors sha11 have a minimum of one grounding pad on each motor frame. Motors larger than 75hp shall have a minimum of iwo brass grounding pads on each motor frame. Bearings 18 1. Motors 1/2 through 5 HP shall have permanently lubricated sealed antifriction bail- 19 bearings with L101ifetime of 50,000 HRS. 20 2. Motors larger than 5 HP sha11 have oil or grease-lubricated antifriction ball-bearings 21 with L10 lifetime of 50,000 HRS. 22 23 24 25 26 27 3. Vertical motor thrust and guide bearings shall conform to AFBMA standards and shall have LlO lifetime ratings as specified for ba11-bearings of the same horsepower range. Down thrust information sha11 be provided to the motor manufacturer by the equipment supplier. 4. Anti friction motor bearings shall be designed to be regreasable and initially shall be filled with grease suitable for the motor ambient temperature specified. 28 5. Grease lubricated bearings, except those specified to be factory sealed and 29 lubricated, shall be fitted with easily accessible grease supply, flush, drain and relief 30 fittings. Extension tubes shall be used when necessary. Grease supply fittings shall 31 be standard hydraulic type as manufactured by the Alemite Division of the Stewart 32 Warner Corporation. 33 6. Sealed beazings shall be contact seal(lip) or non contact labyrinth type. 34 N. Space Heaters 35 1. Space heaters shall be supplied with all 3 phase motors and shall conform to the 36 following: 37 a. Heaters shall be of the cartridge or flexible wrap around type installed within 38 the motor enclosure adjacent to core iron. Heaters shall be rated for 120 V, 39 single phase with watta.ge as required. The heater wattage and voltage shall be 40 embossed on the motor nameplate. Power leads for heaters shall be brought out 41 at the motor accessory lead junction box. 42 O. Stator Temperature Detection CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECffICATION DOCUMENTS City ProjectNo. 02073 Revised July 1, 2011 260550-9 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 9 of 13 1 1. Winding temperature detectors of the bi-metallic switch type shall be provided for 2 all motors. Provide the detectors factory installed, embedded, with leads 3 terminating in the main conduit box. Device shall protect the motor against damage 4 from overheating caused by single phasing, overload, high ambient temperature, 5 abnormal voltage, locked rotor, frequent starts or ventilation failure. The switch 6 shall have normally closed contacts. Not less than three detectors shall be fumished 7 with each motor. 8 2. Winding temperature detectors of the resistance-type temperature detector type 9 shall be provided for all motors larger than 200 hp. Each detector sha11 be of the 10 100-ohm platinum type. Each phase winding shall have two detectors for a total of 11 six. Install the detectors between stator coils where the highest temperature will 12 occur. Where motor protective relays are shown or specified, terminate and connect 13 all six RTDs. Where other protective devices are shown or used, terminate the 14 number of pairs as shown on the Drawings or specified. 15 3. Wire all temperature detectors to a sepazate terminal box on the motor. Terminal 16 box shall be weatherproof NEMA 4 with barrier-type screw-post teiminals. 17 P. Bearing Temperature Detection 18 l. Where specified elsewhere or shown on the Drawings, bearing temperature 19 detectors of the resistance-type temperature detector type (RTD) shall be provided 20 in each pump or driven equipment motor bearing for all motors larger than 200 HP. 21 For vertical motors, provide a detector in each thrust bearing and lower radial guide 22 bearing. Each detector shall be of the 100-ohm platinum type. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2. Mechanicai equipment bearing temperature detectors are specified elsewhere in these Specifications. Q. Where specified elsewhere or shown on the Drawings, provide analog vibration sensors mounted at the motor bearing to monitor radial vibration. The analog vibration sensor shall be piezoelectronic type vibration sensor with a loop powered 4-20mA output as manufactured by PMCBeta or equal. The analog signal sha11 be proportional to the vibration velocity with a range of 0 to 1.6 inches/second and an accuracy of +/- 10 percent. The analog vibration sensor shall be appropriate for pump operation from about 300 to 600 rpm and shall be mounted according to the instructions of both sensor and pump manufacturers. The analog vibration sensor sha11 have a stainless steel, NEMA 4X housing. The analog vibration sensors shall be compatible with the motor protection relay and have adequate output for the cable lengths required. The velocity levels between 0.05 to 0.2 inches per second shall be monitored and be field adjusta.ble. R. Where specified elsewhere or shown on the Drawings, provide analog vibration sensors mounted at the motor bearing to monitor axial vibration. The analog vibration sensor shall be piezoelectronic type vibration sensor with a loop powered 4-20mA output as manufactured by Industrial Monitoring Instrumentation IMI or equal. The analog signal shall be proportional to the vibration acceleration with a range of 0 to 5 g and an accuracy of +/- 10 percent. The analog vibration sensor shall be appropriate for pump operation from about 300 to 600 rpm and shall be mounted according to the instructions of both sensor and pump manufacturers. The analog vibration sensor shall have a stainless steel, NEMA 4X housing. The analog vibration sensors shall be compatible with the motor protection relay and have adequate output for the cable lengths required. The acceleration levels monitored shall be field adjustable. CTTY OF FORT WORTfi VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July I, ZOl 1 26 05 50-10 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 10 of 13 1 2 3 4 5 6 7 8 2.5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 S. Motors 100 HP and lazger, except for AFD controlled, shall be corrected to 95 percent lagging power factor with the use of power factor correction capacitors. T. For motors utilizing power factor correction capacitors connected to the starter output terminals, the motor overload elements or trip settings shall be adjusted downwards to reflect the reduction in line current resulting from power factor correction. Power factor correction capacitors shall not be applied to the load side of adjustable frequency drives. FACTORY TESTING � : 1. 2. 3. 4. 5. 6. 7. 8. 9. C. Motors rated 200 HI' and larger shall be standard motor tested. Except where specific testing or witnessed shop tests are required by the specifications for driven equipment, factory test reports may be copies of routine test reports of electrically duplicate motors. Test report sha11 indicate test procedure and instrumentation used to measure and record data. Test report shall be certified by the motor manufacturer's test personnel and be submitted to the Engineer for approval. As specified herein, provide a complete test per NEMA MG1 and IEEE Standard 112, consisti.ng of the following: Full Load �-Ieat Run. Temperature Test (Actual loading method). Performance Test. Locked Rotor Test. No Load Saturation. Speed Torque. Winding Resistance (A 118 and 43). High Potential. Noise Test (A 85). Balance and vibration shall meet NEMA standards MGl-12.05 and MGl-12.06. 28 PART 3 - EXECUTION 29 3.1 INSTALLATION 30 A. The Contractor shall install motors in accordance with the manufacturer's 31 instructions. 32 B. Make a visual and mechanical inspection. 33 34 35 C. Check for physical damage. D. Compare equipment nameplate information with single line diagram and report any discrepancies. 36 E. Inspect for proper mounting, grounding, connection, and lubrication. 37 F. Inspect each motor for the proper installation, rated voltage, phase and speed. 38 G. Check for proper phase and ground connections, Check to see that multi-voltage 39 motors aze connected for the proper voltage. CTTY OF FORT WOR'TH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCITON SPECIFICATION DOCUMENTS Ciry Project No. 02073 Revised July 1, 2011 26 OS 50 -11 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 11 of 13 1 H. Motor connections shall be ring type compression terminations on the motor 2 leads and secured with bolt, nut and spring washer. Connections shall be rubber 3 insulated, half lap and two layers minimum of Scotch 33 tape. 4 I. All lugs and connectors shall be copper and shall be crimped type, with standard 5 industry tooling. Lugs and connectors shall match the wire size where used, and 6 sha11 be cleazly identified and color coded on the connector. All connections sha11 7 be made for stranded wire and shall be made electrically and mechanically 8 secured. The lugs and connectors shall have a current carrying capacity equal to 9 the conductors for which they aze rated and meet UL 486 requirements for 75 10 degrees C. Lugs larger than 4/0 AWG shall be two-hole lugs with NEMA 11 spacing. The lugs shall be of closed end construction to exclude moisture 12 migration into the cable conductor. 13 3.2 TESTS 14 A. 15 B. 16 17 Test for proper rotation prior to connection to the driven equipment. Test the insulation (megger test) of all new motors, 10 hp and above, in accordance with NEMA MG-1. Test voltage sha11 be 1000 VAC plus twice the rated voltage of the motor. 18 C. For motors 300 hp and lazger, test durarion shall be for 10 minutes with 19 resistances tabulated every 15 seconds for the first minute and then every minute 20 for the next ten. The megohm rating at the end of the 10 minutes shall be at least 21 twice as high as the 1 minute reading. Dielectric absorption ratio and polarization 22 index sha11 be calculated. 23 D. 24 E. 25 26 2� F. 28 29 G. 30 31 H. 32 Perform a rotation test to ensure proper shaft direction. Where a motor is inverter fed, the direction of rotation sha11 be checked by momentary application of voltage to the motor, to confum that the phase sequence is the same as the incoming power to the inverter. Measure running current and evaluate relative to load conditions and nameplate full load amperes. Inspect for unusual mechanical or electrical noise or signs of overheating during initial test run. Monitor motors during startup and commissioning to record operating amps, volta.ge and operating vibration levels. 33 I. Submit test report and all recorded field daxa. Submit copies of the raw data 34 recorded in the field, signed by the person recording the data, and typewritten 35 reports certified by the Contractor. The motors will not be accepted until the 36 reports are submitted and approved. 37 CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, ZOl l 26 05 50-12 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 12 of 13 PART 4- TABLE OF MOTOR EFFICIENCIES MOTOR FULL-LOAD EFFICIENCIES 2 POLE 4 POLE 6 POLE 8 POLE (3600 RP1Vn (1800 RP1Vn (1200 RP1Vn (900 RP1Vn Min. Min. Min. Min. HP Efficiency Efficiency Efficiency Effiiciency 1.0 72.0 80.0 77.0 70.0 1.5 80.0 81.5 82.5 74.0 2.0 81.5 81.5 84.0 80.0 3.0 82.5 85.5 85.5 81.5 5.0 85.5 85.5 85.5 82.5 '7.5 87.5 87.5 87.5 82.5 10.0 88.5 87.5 87.5 86.5 15.0 89.5 89.5 88.5 87.5 20.0 88.5 89.5 88.5 87.5 25.0 89.5 91.0 90.2 87.5 30.0 89.5 91.0 90.2 89.5 40.0 90.2 91.7 91.7 89.5 50.0 91.0 91.7 91.7 90.2 60.0 91.7 92.4 92.4 90.2 75.0 91.7 93.0 92.4 91.7 100.0 92.4 93.6 93.0 91.7 125.0 93.6 93.6 93.0 92.4 150.0 93.6 94.1 94.1 92.4 200.0 94.1 94.1 94.1 93.0 250.0 94.5 94.1 94.1 93.6 300.0 994.5 94.5 94.1 - 350.0 94.5 94.5 94.1 - 400.0 94.5 94.5 -- END OF SECTION CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 05 50-13 NEMA FRAME INDUCTION MOTORS, 600 VOLTS AND BELOW Page 13 of 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATTON DOCLTMENTS City Project No. 02073 Revised July 1, 2011 26 28 16 -1 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCi�S Page 1 of 8 2 SECTION 26 2816 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCHES 3 PA1tT 1- GENERAL 4 1.1 SCOPE OF WORK 5 A. The Contractor shall fumish and instali low voltage enclosed cucuit breakers and 6 disconnect switches, together with appurtenances, complete and operable, as specified 7 herein and as shown on the Contract Drawings. 8 1.2 RELATED WORK 9 A. Section 26 00 00 Electrical — General Provisions. 10 11 B. Section 26 OS 29 Electrical Support Hazdwaze. C. Section 26 OS 73 Power System Study. 12 1.3 SUBNIITTALS 13 A. Submittals shall be made in accordance with the requirements of Division 1, Section 26 14 00 00 and as specified herein. 15 B. Submittals for equipment and materials, furnished under this Section of the 16 Specifications, will not be accepted prior to approval of the Power System Study 17 specified under Section 26 OS 73. Submittals made prior to such approval wiil be 1 S retumed unreviewed. 19 C. Submittals shall also contain information on related equipment to be fumished under 20 this Specification but described in the related Sections listed in the Related Work 21 pazagraph above. Incomplete submittals not containing the required information on the 22 related equipment will also be retumed unreviewed. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 D. The original equipment manufacturer shall create a11 equipment shop drawings, including all wiring diagrams, in the manufacturer's Engineering department. All equipment shop drawings sha11 beaz the original equipment manufacturer's logo, drawing file numbers, and shall be maintained on file in the original equipment manufacturer's azchive file system. Photocopies of the Engineer's ladder schematics are unacceptable as shop drawings. E. Submit to the Owner/Engineer, shop drawings and product data, for the following: 1 2. Product data sheets and catalog numbers for overcurrent protective trip devices on circuit brealcers and switches, relaying, meters, pilot lights, etc. The manufacturer's name shall be clearly visible on the each cut sheet submitted. List all options, trip adjusbnents and accessories fumished specifically for this project. Provide control systems engineering to produce custom unit elementary drawings showing interwiring and interlocidng between components and to remotely mounted devices. Include and identify all connecting equipment and remote devices on the schematics. The notation "Remote Device" will not be acceptable. Show wire and terminal numbers. Indicate special identifications for electrical devices per the Drawings. CTTY OF FORT WORTH VCWRF Saz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECLFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 262816-2 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCI�S Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 �a 23 24 25 26 27 28 29 3. Provide plan and elevation drawings of each controller or enclosure, with dimensions, exterior and interior views, showing component layouts, controls, temiinal blocks, etc.. 4. Schematic diagram. 5. Nameplate schedule. 6. UL Listing of the completed assembly. 7. Component list with detailed component information, including original manufacturer's part number. 8. Conduit entry/exit locations. 9. Assembly ratings including: a. Short-circuit rating. b. Voltage. c. Continuous current. 10. Major component ratings including: a. Voltage. b. Continuous current. a Interrupting ratings. 11. Number and size of cables per phase, neutral if present, ground and all cable terminal sizes. 12. Instruction and renewal parts books. F. Factory Tests. Submittals shall be made for factory tests specified herein. G. Field Test Reports. Submittals shall be made for field tests specified herein. H. Operation and Maintenance Manuals. 1. Operation and maintenance manuals shall include the following infoimation: a. Manufacturer's contact address and telephone number for parts and service. b. Instruction books and/or leaflets. c. Recommended renewal parts list. d. Record Documents for the information required by the Submittals pazagraph above. 30 1.4 REFERENCE CODES AND STANDARDS 31 32 33 34 35 36 37 38 39 40 41 42 A. All products and components shown on the Drawings and listed in this specification shall be designed and manufactured according to latest revision of the following standards (unless otherwise noted): 1. NEMA Standard AB 1— Molded Case Circuit Breakers, Molded Case Switches and Circuit Breaker Enclosures. 2. NFPA 70 — National Electrical Code (NEC). 3. NFPA 70E — Standard For Electrical Safety in the Workplace. 4. IEEE 242 — Protection and Coordination of Industrial and Commercial Power Systems. 5. IEEE 399 — Power Systems Analysis. 6. UL 489 — Molded Case Circuit Breakers and Circuit Breaker Enclosures. 7. UL 1066 — Low Voltage AC and DC Power Circuit Breakers Used in Enclosures. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, ZOl l 262816-3 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCHES Page 3 of 8 1 B. All equipment components and completed assemblies specified in this Section of the Z Specifications shall bear the appropriate label of Underwriters Laboratories. 3 1.5 QUALI'TY ASSURANCE 4 A. The manufacturer of this equipment shall have produced similar equipment for a 5 miniinum period of ten (10) yeazs. When requested by the Engineer, an acceptable list 6 of installations with similar equipment sha11 be provided demonstrating compliance 7 with this requirement. 8 B. The manufacturer of the assembly shall be the manufacturer of the major components 9 within the assembly. All assemblies shall be of the same manufacturer. Equipment that 10 is manufactured by a third party and "brand labeled" shall not be acceptable. 11 12 13 14 15 16 17 18 C. All components and material shall be new and of the latest field proven design and in current production. Obsolete components or components scheduled for immediate discontinuation sha11 not be used. D. Equipment submitted sha11 fit within the space shown on the Drawings. Equipment which does not fit within the space is not acceptable. E. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. F. Equipment submitted shall fit within the space shown on the Drawings. Equipment which does not fit within the space is not acceptable. 19 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING 20 A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal 21 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 22 approved copy of all such submittals. Delivery of incomplete constructed equipment, or 23 equipment which failed any factory tests, will not be permitted. 24 S. Equipment shall be handled and stored in accordance with manufacturer's inslructions. 25 26 27 28 C. Equipment shall be stored indoors and protected from moisture, dust and other contaminants. D. Equipment sha11 not be installed until the location is finished and protected from the elements. �iMi:i/_� ��M_I!� 30 A. The Manufacturer shall warrant the equipment to be free from defects in material and 31 worlananship for 1 yeaz from date of final acceptance of the equipment. Within such 32 period of warranty the Manufacturer shall promptly fiunish all material and labor 33 necessary to retum the equipment to new operating condition. Any wazranty work 34 requiring shipping or transporting of the equipment or components sha11 be performed 35 by the Contractor at no expense to the Owner. 36 PART 2 - PRODUCTS 37 2.1 11RANiTFACTURERS 38 A. Subject to compliance with the Contract Documents, the following Manufacturers aze 39 acceptable: CTTY OF FORT WOR'TH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 2816 - 4 LOW VOLTAGE ENCLOSED CIRCUTI' BREAKERS AND DISCONNECT SWITCF�S Page 4 of 8 1 1. Cutler Hamuier 2 2. General Electric Co. 3 3. Squaze D 4 4. Siemens 5 6 7 8 C. All equipment fumished under this Section shall be of the same manufacturer. 9 2.2 RATINGS 10 A. The service voltage, shall be as shown on the Drawings. The overall short circuit 11 withstand and interrupting rating of the equipment and devices shall be equal to or 12 greater than the overall short circuit withstand and interrupting rating of the feeder 13 device immediately upstream of the circuit breaker or switch. Systems employing series 14 connected ratings for main and feeder devices shall not be used. 15 B. Cucuit breakers, safety switches and associated devices shall be designed for 16 continuous operation at rated current in a 40 degree C ambient temperature. B. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed above aze not relieved from meeting these specifications in their entirety. 17 C. For additional ratings and construction notes, refer to the Drawings. 18 2.3 CONSTRUCTION 19 20 21 22 23 24 A. General 1. 2. 3. 4. Refer to Drawings for: actual layout and location of equipment and components; current ratings of devices, components; protective relays, voltage ratings of devices, components and assemblies; and other required details. Fumish lugs for incoming wiring, sizes as shown on the Drawings. Allow adequate cleazance for bending and terminating of cable size and type specified. Built in control stations and indicating lights shall be fumished where shown on the Drawings. Fumish nameplates for each device as indicated in Drawings. Nameplates shall be engraved, laminated impact acrylic, matte finish, not less than 1/16-in thick by 3/4-in by 2-1/2-in, Rowmark 322402. Nameplates shall be attached to all enclosures with RTV silicone as manufactured by 3M or approved equal. Prior to installing the nameplates, the metal surface shall be thoroughly cleaned with 70% alcohol until ail residue has been removed. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 B. Enclosures 1. Provide NEMA 7, 4X, cast aluminum enclosures for indoor/outdoor use in hazardous (classified as Class l, Division 1, Groups B, C and D), as defined in NFPA 70. 2. Provide Non-metallic type NEMA 4X enclosures, of PVC or fiberglass reinforced polyester, for Chlorine, Caustic and other Chemical Rooms. Fiberglass enclosures shall not be used in the presence of sodium hypochlorite. 3. Provide NEMA 12 enclosures, unless otherwise specified herein, or shown on the Drawings, for all dry, indoor above grade locations. These areas shall be limited to electrical rooms, administration areas, control rooms and storage rooms. CTfY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICAITON DOCUMENTS City Project No. 02073 Revised July 1, 2011 262816-5 LOW VOLTAGE ENCLOSED CIItCUIT BREAKERS AND DISCONNECT SWITCHES Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 4. Provide NEMA 4X Aluminum Enclosures where specifically designated herein or shown on the Drawings. � 5. Provide NEMA 4X 316 Stainless Steel enclosures for all other azeas, unless specifically sta.ted otherwise, or shown on the Drawings. 6. NEMA Types 1 or lA enclosures will not be permitted, unless specifically stated in the Specification for the equipment, or shown on the Drawings. 7. All doors shall be continuous hinge and shall be lockable. 8. Provide a flange mounted, or through the door, disconnect operating handle with mechanical interlock having a bypass that will allow the enclosure door to open only when the cucuit breaker or switch is in the OFF position. The circuit breaker or switch shall have the capability of being bypassed after the door has been opened. 13 C. Intemal Wiring 14 1. Wiring: Stranded tinned copper, minimum size No. 14 AWG, with 600 Volt, 90 15 degree C, flame retardant, Type MTW thermoplastic insulation, NEMA Class II, 16 Type B wiring. Line side power wiring shall be sized for the full rating or frame 17 size of the connected device. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 2. All wiring shall be tagged and coded with an identification number as shown on the Drawings. Coding shall be typed on a heat shrinkable tube applied to each end showing origination and destination of each wire. The mazking shall be permanent, non-smearing, solvent-resistant type similar to Raychem TMS-SCE, or equal. 3. All wiring sha11 be neatly bundled with tie wraps and supported to wire way supports. Conirol wiring shall be bundted separately from power wiring. In addition, low signal wiring (millivolt and milliamp) shall be bundle sepazately from the rest of the control wiring. D. Field Installed Intemal Wining 1. Field installed interior wiring sha11 be neatly grouped by cucuit and bound by plastic tie wraps. Circuit groups shall be supported so that circuit terminations aze not stressed. In addition, low signal wuing (millivolt and milliamp) shall be bundle separately from the rest of the control wiring. 2. All field wiring shall be tagged and coded with an identification number. Coding shall be typed on a heat shrinkable tube applied to each end of the wire. The marking sha11 be a permanent, non-smearing, solvent-resistant type similar to Raychem TMS-SCE, or equal 3. In general, all conduit entering or leaving equipment sha11 be stubbed up into the bottom of the enclosure directly below the area in which the conductors are to be terminated, or from the top if shown on the Drawings. Conduits shall not enter the side unless approved in writing by the Owner/Engineer. 39 2.4 CIRCUIT BREAKERS 40 A. Insulated Case Circuit Brealcers (ICCBs) 41 1. Unless otherwise shown on the Drawings, circuit breakers, larger than a 2000 42 ampere rating, shall be insulated case (ICCB), 3 Pole, 600 Volt, fixed type, with 43 stored energy closing mechanism. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 262816-6 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCI�S Page 6 of 8 1 2. Breakers shall be manually operated unless indicated as electrically operated (EO) 2 on the Drawings. 3 3. All insulated case circuit breakers shall have a minimum symmetrical interrupting 4 capacity of 65,000 amperes, with individual interrupting capacity as shown on the 5 Drawings. To ensure a selective system, all circuit breakers shall have 30-cycle 6 short-time withstand ratings equal to 18 times their frame ratings. Insulated case 7 circuit breakers without an instantaneous trip element adjustrnent shall be equipped 8 with a fixed internal instantaneous override set at the upper limit. 9 4. All insulated case circuit breakers shall be constructed and tested in accordance 10 with UL 1066. The circuit breakers shall carry a UL label. 11 5. All insulated case circuit breakers shall have an adjustable long time pickup, and 12 delay; adjustable short time pickup and delay; short time i2t switch; high range 13 instantaneous (fixed at the breaker's short-time withstand rating), and overload, 14 short circuit. 15 B. Molded Case Circuit Breakers (MCCBs) 16 1. Unless otherwise shown on the Drawings, circuit breakers 225 ampere frame rating 17 and lazger, shall be molded case (MCCB), 3 Pole, 600 Volt, fixed type, with stored 18 energy closing mechanism. Breakers shall be manually operated unless indicated as 19 elechically operated (EO) on the Drawings. Trip device shall be solid state with 20 adjustable long time pickup, and delay; adjustable short time pickup and delay; 21 short time i2t switch. 22 2. Unless otherwise shown on the Drawings, circuit breakers less than 225 ampere 23 frame rating shall be molded case, 3 Pole, 600 Volt, fixed type, manually operated 24 with stored energy closing mechanism. Circuit breakers shall have inverse time and 25 instantaneous tripping characteristics. 26 2.5 DISCONNECT SWITCHES 27 A. Disconnect switches shall be heavy duty, quick make, quick break, visible blades, 600 28 Volt, 3 Pole with full cover interlock, interlock defeat and flange mounted operating 29 handle. 30 2.6 FUSED DISCONNECT SWITCHES 31 A. Fused disconnect switches shall be heavy duty, quick make, guick break, visible blades, 32 600 Volt, 3 Pole with full cover interlock, interlock defeat and flange mounted 33 operating handle. 34 B. Fuses shall be rejection type, 600 Volts, 200,000 A.I.C., dual element, time delay, 35 Bussman Fusetson, Class RK 5 or equal. 36 2.7 MOTOR ISOLATION SWITCHES 37 A. For motors up to and including 100 HI', the isolating switch shall be a horsepower 38 rated, quick make, quick break, visible blades, 600 Volt, 3 pole motor circuit switch, in 39 an enclosure as listed above and sized for the motor as shown on the Drawings. The 40 switch shall be plainly mazked "Do not operate under load". 41 B. Where a switch status auaciliary contact is shown on the Drawings, the auxiliary contact 42 shall be eazly break (opens before the switch is opened) and eazly make (closes before 43 the switch is closed). The auxiliary contact shall be rated SA at 480V. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 262816-7 LOR' VOLTAGE ENCLOSED CIItCUIT BREAKERS AND DISCONNECT SWITCHES Page 7 of 8 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2.8 SPARE PARTS A. Provide the following spaze parts: 1. 3— Fuses of each type used. S. Spare parts shall be boxed or packaged for long term storage and cleazly identified on the exterior of package. Identify each item with manufacturers name, description and part number 2.9 FACTORY TESTING A. The circuit breakers and disconnects sha11 be completely assembled, wired, and adjusted at the factory and shall be given the manufacturer's routine shop tests and any other additional operational test to insure the woikability and reliable operation of the equipment. B. Factory test equipment and test methods shall conform with the latest applicable requirements of ANSI, IEEE, tTL, and NEMA standards, and shall be subj ect to the Owner/Engineer's approval. 15 PART 3 - EXECUTION 16 3.1 INSTALLER'S QUALIFICATIONS 17 A. Installer shall be specialized in installing low voltage circuit breakers and disconnect 18 switches with minimum 5 yeazs documented experience. Experience documentation 19 shall be submitted for approval prior to beginning work on this project. 20 3.2 EXAlVIINATION 21 A. Examine installation area to assure there is enough cleazance to install the equipment. 22 B. Verify that the equipment is ready to install. 23 C. Verify field measurements are as instructed by manufacturer. 24 3.3 INSTALLATION - 25 A. The Contractor shall install all equipment per the manufacturer's recommendations and 26 Contract Drawings. 27 B. Install required safety labels. 28 3.4 FIELD QUALITY CONTROL 29 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 30 B. Check tightness of all accessible electrical connecrions. Minimum acceptable values aze 31 specified in manufacturer's instructions. -- 32 3.5 FIELD ADJUSTING 33 A. Adjust all circuit breakers, switches, access doors, operating handles for free 34 mechanical and elech-ical operation as described in manufacturer's instructions. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 02073 Revised July 1, 2011 262816-8 LOW VOLTAGE ENCLOSED CIRCUIT SREAKERS AND DISCONNECT SWTPCHES Page 8 of 8 1 B. The Power Monitoring and Protective Devices shaU be set in the field by a qualified 2 representative of the manufacturer, retained by the Contractor, in accordance with 3 settings designated in a coordinated study of the system as required in Section 26 OS 73 4 Power System Study. All such settings, including the application of arc flash labels, 5 shall have been made and Approved by the Owner/Engineer, prior to energizing of the 6 equipment. 7 3.6 FIELD TESTING 8 A. Perform all electrical field tests recommended by the manufacturer. Disconnect all 9 connections to solid-state equipment prior to testing. 10 B. Megger and record phase to phase and phase to ground insulation resistance. Megger, 11 for 1 minute, at minimum voltage of 1000 VDC. Measured Insulation resistance shall 12 be at least 100 megohms. In no case shall the manufacturer's maximum test voltages be 13 exceeded. 14 C. Test the ground fault protection system using a high current injection method. 15 D. Test the rating plug for correct rating. 16 3.7 CLEANING 17 A. Remove all rubbish and debris from inside and around the equipment. Remove dirt, 18 dust, or concrete spatter from the interior and exterior of the equipment using brushes, 19 vacuum cleaner, or clean, lint free rags. Do not use compressed air. 20 3.8 EQUIPMENT PROTECTION AND RESTORATION 21 22 23 24 25 A. Touch-up and restore damaged surfaces to factory finish, as approved by the manufacturer. If the damaged surface cannot be returned to factory specification, the surface shall be replaced END OF SECTION Revision Log DATE NAME SLT�vIMARY OF CHANGE 26 CTfY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 2913 -1 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 1 of 13 1 2 SECTION 26 2913 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS 3 PART 1- GENERAL 4 1.1 SCOPE OF WORK 5 A. The Contractor shall fiunish and install low voltage motor controllers, together with 6 appurtenances, complete and operable, as specified herein and as shown on the Contract 7 Drawings. 8 1.2 RELATED WORK 9 A. Section 26 00 00 Electrical— General Provisions. 10 B. Secrion 26 OS 29 Electrical Support Hazdware. 11 C. Section 26 OS 73 Power System Study. 12 D. Secrion 26 43 13 Low Voltage Surge Protective Devices (SPDs). 13 E. Section 26 28 16 Low Voltage Enclosed Circuit Breakers and Disconnect Switches. 14 F. Section 26 27 13 Power Metering and Protective Relays. 15 1.3 SUBMITTALS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Submittals shall be made in accordance with the requirements of Division 1, Section 26 00 00 and as specifed herein. B. Submittals for equipment and materials, fumished under this Section of the Specifications, will not be accepted prior to approval of the Power System Study specified under Section 26 OS 73. Submittals made prior to such approval will be returned unreviewed. C. Submittals shall also contain information on related equipment to be furnished under this Specification but described in the related Sections listed in the Related Work pazagraph above. Incomplete submittals not containing the required information on the related equipment will also be retumed unreviewed. D. The original equipment manufacturer shall create all equipment shop drawings, including all wiring diagrams, in the manufacturer's Engineering department. All equipment shop drawings shali beaz the original equipment manufacturer's logo, drawing file numbers, and shall be maintained on file in the original equipment manufacturer's archive file system. Photocopies of the Engineer's ladder schematics aze unacceptable as shop drawings. E. Submit to the Owner/Engineer, shop drawings and product data, for the following: 1. Product data sheets and catalog numbers for overcurrent protective devices, motor starters, control relays, control stations, meters, pilot lights, etc. The manufacturer's name shall be cleazly visible on the each cut sheet submitted. List all options, trip adjustments and accessories furnished specifically for this project. Cleazly mazk each sheet to indicate which items apply and/or those items that do not apply. CTTY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 2913 - 2 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 2 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2. Provide control systems engineering to produce custom unit elementary drawings showing interwiring and interloclaing between components and to remotely mounted devices. Include and identify all connecting equipment and remote devices on the schematics. The notation "Remote Device" will not be acceptable. Show wire and terminal numbers. Indicate special identifications for electrical devices per the Drawings. 3. Provide plan and elevation drawings of each controller or enclosure, with dimensions and exterior controls. 4. Schematic diagram. 5. Nameplate schedule. 6. UL Listing of the completed assembly. 7. Component list with detailed component information, including original manufacturer's part number. 8. Conduit entry/e�cit locations. 9. Assembly ratings including: a. Short-cucuit rating. b. Volta.ge. c. Continuous current. 19 10. Major component ratings including: 20 a. Voltage. 21 b. Continuous current. 22 c. Interrupting ratings. 23 11. Number and size of cables per phase, neutral if present, ground and all cable 24 terminal sizes. 25 26 27 28 29 30 31 32 33 34 35 36 37 12. Instruction and renewal parts books. F. Factory Tests. Submittals shall be made for factory tests specified herein. G. Field Test Reports. Submittais shall be made for field tests specified herein. H. Operation and Maintenance Manuals. l. Operation and maintenance manuals shall include the following information: a. Manufacturer's contact address and telephone number for parts and service. b. Instruction books and/or leaflets. c. Recommended renewal parts list. d. Record Documents for the information required by the Submittals paragraph above. I. The manufacturer shall submit for approval, a training agenda for all training specified herein. Train�ing agenda shall not be submitted until final approval of the Operation and Maintenance Manual. 38 1.4 REFERENCE CODES AND STANDARDS 39 A. All products and components shown on the Drawings and listed in this specification 40 sha11 be designed and manufactured according to latest revision of the following 41 standards (unless otherwise noted): 42 1. NEMA Standard ICS 2— 2000 Industrial Control and Systems. 43 2. NFPA 70 — National Electrical Code (NEC). CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 262913-3 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 3 of 13 1 2 3 3. NFPA 70E — Standard For Electrical Safety in the Workplace. B. All equipment components and completed assemblies specified in this Section of the Specifications shall bear the appropriate label of Underwriters Laboratories. 4 1.5 QUALITY ASSURANCE 5 A. The manufacturer of this equipment shall have produced similaz equipment for a 6 minimum period of ten years. When requested by the Engineer, an acceptable list of 7 installations with similar equipment shall be provided demonstrating compliance with 8 this requirement. 9 B. The manufacturer of the assembly shall be the manufacturer of the major components 10 within the assembly. All assemblies shall be of the same manufacturer. Equipment that 11 is manufactured by a third party and "brand labeled" shall not be acceptable. 12 13 14 15 16 17 18 19 C. All components and material shall be new and of the latest fiield proven design and in current production. Obsolete components or components scheduled for immediate discontinuation shall not be used. D. Equipment submitted shall fit within the space shown on the Drawings. Equipment which does not fit within the space is not acceptable. E. For the equipment specified herein, the manufacturer shall be ISO 9001 2000 certified. F. Equipment submitted shall fit within the space shown on the Drawings. Equipment which does not fit within the space is not acceptable. 20 1.6 JOSSITE DELIVERY, STORAGE AND HANDLING 21 A. Prior to jobsite delivery, the Contractor sha11 have successfully completed all submittal 22 requirements, and present to the Owner/Engineer upon delivery of the equipment, an 23 approved copy of all such submittals. Delivery of incomplete constructed equipment, 24 onsite factory work, or failed factory tests will not be permitted. 25 B. Equipment shall be handled and stored in accordance with manufacturer's instructions. 26 27 28 29 C. Equipment shall be stored indoors and protected from moisture, dust and other contaminants. D. Equipment shall not be installed until the location is finished and protected from the elements. 30 1.� WARRANTY 31 A. The Manufacturer sha11 warrant the equipment to be free from defects in material and 32 workmanship for 2 yeazs from date of final acceptance of the equipment. Within such 33 period of warranty the Manufacturer shall promptly fiunish all material and labor 34 necessary to return the equipment to new operating condition. Any warranty work 35 requiring shipping or transporting of the equipment shall be performed by the 36 Manufacturer, at no expense to the Owner. CTTI' OF FORT WORTfi VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 29 13 - 4 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 4 of 13 1 PART 2 - PRODUCTS 2 Z.1 MANITFACTURERS 3 A. Subject to compliance with the Contract Documents, the following Manufacturers are 4 acceptable: 5 1. Benshaw. 6 7 8 9 10 11 12 2.2 RATINGS 13 14 15 16 1� 18 19 20 21 B. The listing of specific manufacturers above does not imply acceptance of their products that do not meet the specified ratings, features and functions. Manufacturers listed above are not relieved from meeting these specifications in their entirety. A. The service voltage, shall be as shown on the Drawings. The overall short circuit withstand and interrupting rating of the equipment and devices shall be equal to or greater than the overall short circuit withstand and interrupting rating of the feeder device immediately upstream of the motor controller. Systems of motor controllers employing series connected ratings for main and feeder devices shall not be used. Motor starter units shall be tested and UL labeled for the specified short circuit duty in combination with the motor branch circuit protective device. B. Motor controllers, including associated devices, shall be designed for continuous operation at rated current in a 40 degree C ambient temperature. 2. Allen Bradley. 3. Square D. 4. No Equa1. 22 C. For additional ratings and construction notes, refer to the Drawings. 23 2.3 CONSTRUCTION 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. General 1 2. Refer to Drawings for: actual layout and location of equipment and components; current ratings of devices, bus bazs, components; protective relays, voltage ratings of devices, components and assemblies; and other required details. Control units shall be arranged as shown on the Drawings. 3. Nameplates a. Extemal 1) Nameplates shall be engraved, laminated impact acrylic, matte finish, not less than 1/16-in thick by 3/4-in by 2-1/2-in, Rowmark 322402. Nameplates shall be attached to all enclosures with RTV silicone as manufactured by 3M or approved equal. Prior to installing the nameplates, the metal surface shall be thoroughly cleaned with 70% alcohol until all residue has been removed. b. Internal 1) Control components mounted within the assembly, such as fuse blocks, relays, pushbuttons, switches, etc., shall be suitably marked for identification, conesponding to appropriate designations on manufacturer's wiring diagrams. c. Special CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS City Project No. 02073 Revised July 1, 2011 262913-5 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 5 of 13 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 1) Identification nameplates shall be black with white letters, caution nameplates shall be yellow with black letters, and waming nameplates shall be red with white letters. 4. Control Devices and Indicators a. All operating control devices, indicators, and instruments shall be securely mounted on the panel door. All controls and indicators shall be 30mm, corrosion resistant, reinforced plastic, NEMA 4/4X/13. Auxiliary conta.cts shall be provided for remote run indication and indication of each status and alarm condition. Additional controls shall be provided as specified herein and as required by the detailed mechanical and electrical equipment requirements. b. Indicator lamps shall be LED type. Unless otherwise shown on the Drawings, lens color shall be green for Off or Closed, red for On or Open, and amber for FAIL or ALARM. For all control applications, indicator lamps shall incorporate a push-to-test feature. c. Mode selector switches (HAND-OFF-AUTO, LOCAL-OFF-REMOTE, etc) shall be as shown on the Drawings. Units shall have the number of positions and contact arrangements, as required. Each switch shall have an extra dry contact for remote monitoring. d. Pushbuttons sha11 be red for Start or Close and green for Stop or Open, with momentary or maintained contacts as required by the Drawings. e. Fumish nameplates for each device. All nameplates shall be laminated plastic, white lettering on a black background, attached with RTV silicone as manufactured by 3M or approved equal. Device mounted nameplates are not acceptable. f. The manufacturer shall not remove, reuse, alter, or replace original equipment nameplates or equipment tags associated with equipment or components supplied by the manufacturer's suppliers and sub-suppliers. B. Enclosures 1. Provide NEMA 12 enclosures, unless otherwise specified herein, or shown on the Drawings, for all dry, indoor above grade locations. These azeas shall be limited to electrical rooms, administration areas, control rooms and storage rooms. 2. Provide NEMA 4X 316 Stainless Steel enclosures for all other areas, unless specifically stated otherwise, or shown on the Drawings. 3. All enclosures shall be lockable. 4. Where shown on the Drawings to be installed in a Switchgear Building, the equipment shall be as specified and furnished factory installed in a Switchgear Building as specified elsewhere in this Specification Section. 38 C. Internal Wiring 39 1. Wiring: Tinned stranded copper, minimum size No. 14 AWG, with 600 Volt, 90 40 degree C, flame retardant, Type MTW thermoplastic insulation, NEMA Class II, 41 Type B wiring. Line side power wiring shall be sized for the full rating or frame 42 size of the connected device. 43 2. All wiring shall be tagged and coded with an identification number as shown on the 44 Drawings. Coding shall be typed on a heat shrinkable tube applied to each end 45 showing origination and destination of each wire. The marlfling shall be permanent, 46 non-smearing, solvent-resistant type similar to Raychem TMS-SCE, or equal. CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCi1MENTS City Project No. 02073 Revised July 1, 2011 262913-6 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 6 of 13 1 3. All wiring shall be neatly bundled with ty-raps and supported to wire way supports. 2 Control wiring shall be bundled separately from power wiring. In addition, low 3 signal wiring (millivolt and milliamp) shall be bundle sepazately from the rest of the 4 control wiring. 5 D. Field Installed Intemal Wiring 6 l. Field installed interior wiring shall be neatly grouped by circuit and bound by 7 plastic rie wraps. Circuit groups sha11 be supported so that circuit terminations are 8 not stressed. In addition, low signal wiring (millivolt and milliamp) shall be bundle 9 separately from the rest of the control wiring. 10 2. All field wiring shall be tagged and coded with an identification number. Coding 11 shall be typed on a heat shrinkable tube applied to each end of the wire. The 12 mazking shall be a permanent, non-smearing, solvent-resistant type similar to 13 Raychem TMS-SCE, or equal 14 3. In general, all conduit entering or leaving equipment shall be stubbed up into the 15 bottom of the enclosure directly below the area in which the conductors are to be 16 terminated, or from the top if shown on the Drawings. Conduits shall not enter the 17 side unless approved in writing by the Owner/Engineer. 18 19 20 21 22 23 24 4. Where elapsed time meters aze specified or shown on the Drawings, a six digit, non-resetta.ble elapsed time meter shall be installed on the face of each motor starter. Meter shall be as specified in Section 26 2� 13. E. Control and Inslrument Power Transformers Control power transformers shall be provided where shown on the Drawings. Transformer shall be sized for the entire load, including space heaters, plus 25% spaze capacity. 25 2. Control power transformers shall be 120 volt grounded secondary. Primary side of 26 the transformer shall be fused in both legs. One leg of the t=ansformer secondary 27 shall be solidly grounded while the other leg shall be fused. 28 2.4 MOTOR CONTROLLERS 29 A. General 30 1. The Drawings indicate the approximate horsepower and intended control scheme of 31 the motor driven equipment. Provide the NEMA size starter, circuit breaker trip 32 ratings, control power transformers and thermal overload heater element ratings 33 matched to the motors and control equipment actually supplied, in compliance with 34 the NEC and the manufacturer's heater selection tables. All variations necessary to 35 accommodate the motors and controls as actually furnished shall be made without 36 extra cost to the Owner. 37 2. Furnish lugs for incoming wiring, sizes as shown on the Drawings. Allow adequate 38 cleazance for bending and terminating of cable size and type specified. CTTY OF FORT WORT'H VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 02073 Revised July 1, 2011 262913-7 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 7 of 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3. Motor starters shall be as shown on the Drawings. All motor starters sha11 be combination units, full voltage non-reversing (]FVNR), with adjustable instantaneous trip magnetic only circuit breakers, or motor circuit protectors (MCP), unless otherwise specified or shown on the Drawings. NEMA starter sizes and breaker trip ratings shall be as required for the horsepower indicated, but shall be in no case less than NEMA Size l. If the manufacturer of the equipment utilizing the motor, supplies a motor horsepower lazger than that shown on the Drawings, the Contractor shall supply a motor starter sufficient in size to control the motor supplied. International(IEC) starters shall not be acceptable. 4. Each motor starter shall have a 120 volt operating coil unless otherwise noted. 5. Overload relays shall be standard Class 20, ambient compensated, manually reset by pushbutton located on front of the starter door. A normally closed contact shall be directly used in the start circuit and a normally open contact shall be wire to a terminal boazd for overload alarm. 15 6. Combination starters shall include a motor circuit protector (MCP) in series with a 16 motor controller and an overload protective device. The MCP shall have an 17 adjustable magnetic trip range up to 1000 percent minimum of rated continuous 18 current and a trip test feature. MCP's shall be labeled in accordance with UL489. 19 B. Magnetic Motor Starters 20 l. Motor starters shall be 2 or 3 pole, single or 3 phase as required, 60 Hertz, 600 volt, 21 magnetically operated, full voltage non-reversing except as shown on the Drawings. 22 NEMA sizes shall be as required for the horsepower shown on the Drawings. IEC 23 rated starters aze unacceptable. 24 2. Each motor starter shall have a 120 volt operating coil, and control power 25 transformer. Starters shall have motor overload protection in each phase. Auxiliary 26 contacts shall be provided as shown on the Drawings. A minimum of one N.O. and 27 one N.C. auxiliary contacts shall be provided in addition to the contacts shown on 28 the Drawings. 29 3. Overload relays shall be adjustable, ambient compensated and manually reset. 30 4. Built in control stations and indicating lights shall be furnished where shown on the 31 Drawings. 32 33 34 35 36 37 38 39 40 41 42 43 5. All wires shall be terminated on terminal blocks and shall be tagged. 6. Provide an as-built wiring diagram and schematic, and post it in a protective cover inside the cell. C. Combination Magnetic Motor Starters l. Motor starters shall be a combination motor cucuit protector and contactor, 2 or 3 pole, single or 3 phase as required, 60 Hertz, 600 volt, magnetically operated, full voltage non reversing unless otherwise shown on the Drawings. NEMA sizes shall be as required for the horsepower shown on the Drawings. Motor circuit protectors shall be molded case with adjustable magnetic trip only. They shall be specifically designed for use with magnetic motor starters. Motor circuit protectors shall be current limiting type, with additional current limiters if required. IEC rated starters are unacceptable. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 020�3 Revised July 1, 2011 262913-8 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 8 of 13 1 2. Each motor starter shall have a 120 volt operating coil, and control power 2 transformer. Starters shall have motor overload protection in each phase. Auxiliary 3 contacts shall be provided as shown on the Drawings. A minimum of one N.O. and 4 one N.C. auxiliary conta.cts shall be provided in addition to the contacts shown on 5 the Drawings. 6 3. Overload relays sha11 be adjustable, ambient compensated and manually reset. 7 4. Built in control stations and indicating lights shall be fumished where shown on the 8 Drawings. 9 5. All wires shall be terminated on terminal blocks and shall be tagged. 10 6. Provide as built wiring diagram and schematic, and post it inside the enclosure. 11 12 13 14 15 16 17 D. Multi-Speed and Reversing Starters 1. The Drawings, and/or other Specification Sections, indicate the motor control scheme. 2. Multi speed and reversing starters shall include two motor rated contactors mechanically and electrically interlocked so that only one device may be energized at any time. E. Reduced Voltage Starters 18 1. Reduced Voltage Solid State Type Starters (RVSS). 19 a. The solid-state reduced-voltage starter shall be an integrated unit with power 20 SCRs, logic board, pazalleling bypass and output contactors, and electronic 21 overload relay. 22 b. The SCR-based power section shall consist of six (6) back-to-back SCRs and 23 shall be rated for a minimum peak inverse voltage rating of 1500 volts PIV 24 c. Units using triacs or SCR/diode combinations shall not be acceptable 25 d. Resistor/capacitor snubber networks shall be used to prevent false firing of 26 SCRs due to dV/dT effects. 27 e. The logic boazd sha11 be mounted for ease of testing, service and replacement. 28 f. The logic board sha11 be identical for all ampere ratings and voltage classes and 29 shall be conformally coated to protect environmental concems. 30 g. The paralleling run bypass contactor shall energize when the motor reaches 31 90% of full speed and close/open under one (1) times motor current. 32 h. The pazalleling run bypass contactor shall utilize an intelligent coil controller to 33 limit contact bounce and optimize coil volta.ge during varying system 34 conditions. 35 i. Starter sha11 be provided with electronic overload protection as standard and 36 shall be based on inverse time-current algorithm. Overload protection shall be 37 capable of being disabled during ramp start for long acceleration loads via a 38 DIP switch setting on the device keypad. 39 j. Overload protection shall be adjusted via the device keypad and shall have a 40 motor full load ampere adjustment from 30 to 100% of the maximum 41 continuous ampere rating of the starter. 42 k. Starter shall have selectable overload class setting of 5, 10, 20 or 30 via a DIl' 43 switch setting on the device keypad. 44 1. Starter shall be capable of either an electronic or mechanical reset after a fault. 45 m. Units using bimetal overload relays are not accepta.ble_ 46 n. Overtemperature protection (on heat sink) shall be provided. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 262913-9 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 9 of 13 i 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 3'1 38 39 1. Control relays shall be 300 volt, industrial rated, plug-in socket type, housed in a transparent polycarbonate dust cover, designed in accordance with UL Standard 508 for motor controller duty. Continuous contact rating shall be 10 amperes resistive,'/a HP at 120 VAC, operating temperature minus 10 to plus 55 degrees C. Provide spaze N.O. & N.C. conta.cts. Relays shall be Potter & Brumfield KRP Series or equal, or solid staxe, with neon coil indicator light. Timing relays shall be 300 Volt, solid state type, with rotary switch to select the timing range. 40 2.5 METERING AND PROTECTIYE RELAYS 41 A. Furnish where shown on the Drawings, a Phase Protective Relay (PPR), as shown on 42 the Drawings, and as specified in Section 26 27 13 Power Metering and Protective 43 Relays. o. Starters shall provide protection against improper line-side phase rotaxion. Starter shall shut down if a line-side phase rotation other than A-B-C e�sts. Provision for disabling shall be provided via a DIP switch on the device keypad. p. Starters shall provide protection against a phase loss or unbalance condition. Starter shall�shut down if a 50% current differential between any two phases is encountered. Provision for disabling shall be provided via a DIP switch on the device keypad. q. Start shall provide protection against a motor stall condition as standard. This feature can be disabled via a DIP switch on the device keypad. r. Starter sha11 provide protection against a motor jam condition as standard. This feature can be disabled via a DIP switch on the device keypad. s. Starter shall be provided with a Form C normally open (NO), normally closed (NC) contact that shall change state when a fault condition exists. Contacts sha11 be rated 60 VA (resistive load) and 20 VA (inductive load). In addition, an LED display on the device keypad shall indicate type of fauit (Overtemperature, Phase Loss, Jam, Stall, Phase Reversal and Overload). t. The following control function adjustments on the device keypad are required: 1) Selectable Torque Ramp Start or Current Limit Start 2) Adjustable Kick Start Time: �2 seconds 3) Adjustable Kick Start Torque: 0-85% 4) Adjustable Ramp Start Time: 0.5-180 seconds 5) Adjustable Initial Starting Ramp Torque: 4-85% 6) Adjustable Smooth Stop Ramp Time: 0-60 seconds. u. Maximum continuous operation shall be at 115% of continuous ampere rating. F. Combination Contactors l. 2. Combination contactors shall be a circuit breaker and contactor, 600 Volt, 3 Pole, 60 Hz, magnetically operated. NEMA size shall be as required for the lalowatt ratings shown on the Drawings, but shall be not less than NEMA size 1. Contactors sha11 have a 120 Volt operating coil and control power transformer. Fumish the control power transformer with extra capacity for the unit heater fan. G. Control Relays CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 29 13 -10 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 10 of 13 1 2.6 REMOTE MONiTORING AND CONTROL INTERFACE 2 A. General: All controi and interconnection points from the equipment to the plant control 3 and monitoring system shall be brought to a separate connection box. No field 4 connections shall be made direcfly to the equipment control devices. Functions to be 5 brought out shall be as described in the Control Strategies in Section 40 95 30. 6 B. Discrete control or sta.tus functions shall be form C relays with contacts rated at 120 7 volts AC. Analog signals shall be isolated from each other. 8 C. Equipment functions to be direcfly interfaced to the Plant Control and Monitoring 9 System, shall be designed for operation with an Ethemet Connection. 10 D. The equipment manufacturer shall factory enter the proper IP Address for such 11 connection. Upon request by the Contractor, the Owner/Engineer will provide the 12 proper Intemet Protocol Address (IP Address), to be configured by the equipment 13 manufacturer. 14 15 E. Refer to Section 40 95 15 Instrumentation Input Output List for monitored parameters. F. Communication 16 1. For remote monitoring, one of the following communication capabilities shall be 17 provided: 18 a. One (1) integral 10/100BaseT Ethernet port supporting Modbus TCP, Ethernet 19 IP and SNMP protocols. 20 b. One (1) media protocol converter, interfacing the provided equipment to a 21 10/100BaseT Ethemet port supporting Modbus TCP, Ethemet IP and SNMP. 22 2. The protocol interface shall implement the following: 23 a. All da.ta shall be available and/or mirrored within the Modbus 4x or "Holding 24 Register" memory area. 25 b. Register 4x00001 shall exist and be readable to allow simple, predictable 26 "comm tests". 27 3. The media protocol converter shall meet the following criteria: 28 a. The converter sha11 support 10/100Base-T Ethernet. The serial port speed (baud 29 rate) shall support 230kbps. The protocol shall support Modbus TCP, Ethemet 30 IP, DF1, and Modbus R'TiT/ASCII. Protocol shall be Web Browser 31 configurable. 32 b. Operating limits shall be 0-60 degrees C, with humidity range min;mum of 5-90 33 percent. Shock capability on the serial port shall be ESD +15 kV air GAP 34 meeting IEC 1000-4-2. Power requirements shall be 9-30VDC at O.SA 35 minimum. 36 c. The converter shall have LED status for serial, signals, power, and Ethemet. 37 d. The converter housing shall be UL 1604, Class 1 Div 2, DIN Rail mountable. 38 The converter sha11 have DB-9M port connection, with screw terminals, to the 39 input. 40 e. Converter shall be Digi One IAP, or approved equal. 41 2.7 SPARE PARTS 42 A. Provide the following spare parts: 43 l. 3— Control fuses of type used. CITY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 29 13 -11 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 11 of 13 1 2 3 4 5 2. One dozen each of cover bolts, spring nuts and door fasteners. 3. One quart of touch-up paint. B. Spare parts shall be boxed or packaged for long term storage and cleazly identified on the exterior of package. Identify each item with manufacturers name, description and part number 6 2.8 FACTORY TESTING 7 8 9 10 11 A. The motor controllers shall be completely assembled, wired, and adjusted at the factory and shall be given the manufacturer's routine shop tests and any other additional operational test to insure the workability and reliable operation of the equipment. B. Factory test equipment and test methods sha11 conform with the latest applicable requirements of ANSI, IEEE, IIL, and NEMA standards. 12 C. The operational test shall include the proper connection of supply and control voltage 13 and, as far as practical, a mockup of simulated control signals and control devices sha11 14 be fed into the boazds to check for proper operation. 15 D. Factory test equipment and test methods shall conform with the latest applicable 16 requirements of ANSI, IEEE, UL, and NEMA standards, and shall be subj ect to the 17 Owner/Engineer's approval. iE� 7\:ZI �C��t��11�_�IJ�� 19 3.1 MANUFACTURER'S REPRESENTATIVE 20 21 22 23 24 25 26 A. Provide the services of a qualified factory-trained manufacturer's field engineer to assist the Contractor in installation and start-up of each type of the equipment specified below for a period of not less than 2 working days, with not less than one woridng day per starter. The manufacturer's field engineer shall provide technical direction and assistance to the Contractor in general assembly of the equipment, connections and adjustments, and testing of the assembly and components contained therein. 1. Soft Start Reduced Voltage Type Starters. 27 3.2 INSTALLER'S QUALIFICATIONS 28 A. Installer shall be specialized in installing low voltage motor controllers with minimum 5 29 yeazs documented experience. Experience documentation shall be submitted for 30 approval prior to beginning work on this project. 31 3.3 SOFT START REDUCED VOLTAGE STARTER INSTALLATION 32 A. The Contractor shall provide the services of a manufacturer's field engineer to assist the 33 Contractor in installation, adjusting, programming, startup, testing and training on the 34 soft start reduced voltage starters fumished and installed under this Secrion of the 35 Specifications. 36 3.4 E�i:ANIINATION 37 A. Examine installation azea to assure there is enough cleazance to install the equipment. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCITON SPECIFICATTON DOCUMENTS City Project No. 02073 Revised July 1, 2011 26 29 13 -12 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 12 of 13 i B. Housekeeping pads shall be included for the floor mounted motor controllers as detailed 2 on the Drawings with the exception of motor conlaollers which aze to be installed 3 adjacent to an eacisting unit. I�ousekeeping pads for these (if used) should match the 4 existing installation. 5 C. Check concrete pads and baseplates for uniformity and level surface. 6 D. Verify that the eguipment is ready to install. 7 E. Verify field measurements are as instructed by manufacturer. 8 3.5 INSTALLATION 9 10 11 A. The Contractor shall insta.11 all equipment per the manufactnrer's recommendations and Contract Drawings. B. Install required safety labels. 12 3.6 FIELD QUALITY CONTROL 13 A. Inspect installed equipment for anchoring, alignment, grounding and physical damage. 14 B. Check tightaess of a11 accessible elecirical connections. Minimum acceptable values are 15 specified in manufacturer's instructions. 16 3.7 FIELD ADJUSTING 17 18 19 20 21 22 23 24 A. Adjust all circuit breakers, switches, access doors, operating handles for free mechanical and electrical operation as described in manufacturer's instructions. B. The Power Monitoring and Protective Relays shall be set in the field by a qualified representative of the manufacturer, retained by the Contractor, in accordance with settings designated in a coordinated study of the system as required in Section 26 OS 73 Power System Study. All such settings, including the application of azc flash labels, shall have been made and Approved by the Owner/Engineer, prior to energizing of the equipment. 25 3.8 FIELD TESTING 26 A. Perfoan all electrical field tests recommended by the manufacturer. Disconnect all 2� connections to solid-state equipment prior to testing. 28 B. Megger and record phase to phase and phase to ground insulation resistance. Megger, 29 for 1 minute, at rnin;mum voltage of 1000 VDC. Measured Insulation resistance shall 30 be at least 100 megohm. In no case shall the manufacturer's maximum test volta.ges be 31 exceeded. 32 C. Test each key interlock system for proper functioning. 33 D. Test all control logic before energizing the motor or equipment. 34 3.9 CLEANING 35 A. Remove all rubbish and debris from inside and around the motor controllers. Remove 36 dirt, dust, or concrete spatter from the interior and exterior of the equipment using 37 brushes, vacuum cleaner, or clean, lint free rags. Do not use compressed air. CTTY OF FORT WORTH VCWRF Baz Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS City Project No. 02073 Revised Juty 1, 2011 26 29 13 -13 LOW VOLTAGE MOTOR CONTROLLERS AND CONTACTORS Page 13 of 13 1 3.10 EQUIPMENT PROTECTION AND RESTORATION 2 A. Touch-up and restore damaged surfaces to factory finish, as approved by the 3 manufacturer. If the damaged surface cannot be retumed to factory specification, the 4 surface sha11 be replaced. 5 3.11 1�ZANUFACTURER'S CERTIFICATION 6 A. A qualified factory-trained manufacturer's representative shall certify in writing that the ' 7 equipment has been installed, adjusted, including all settings designated in the Power 8 System Study, and tested in accordance with the manufacturer's recommendations. 9 B. The Contractor shall provide three (3) copies of the manufacturer's representative's 10 certification. 11 3.12 TRAINING 12 13 14 15 A. Provide manufacturer's services for training of plant personnel in operation and ma.intenance of the soft start starters fumished under this Section. B. The training for each type of equipment sha11 be for a period of not less than one eight hour day. 16 C. The cost of training program to be conducted with Owner's personnel shall be included i� in the Contract Price. The training and instruction, insofaz as practicable, shall be 18 directly related to the system being supplied. 19 D. Provide detailed O&M manuals to supplement the training course. The manuals shall 20 include specific details of equipment supplied and operations specific to the project. 21 E. The training session shall be conducted by a manufacturer's qualified representative. 22 Training program shall include instructions on the assembly, motor starters, protective 23 devices, metering, and other major components. 24 25 26 F. The Owner reserves the right to videotape the training sessions for the Owner's use. END OF SECTION Revision Log DATE NAME SLT�vIMAItY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 VCWRF Bar Screen Building No. 3 Rehabilitation City Project No. 02073 264119-1 ELECTRICAL DEMOLTTION Page 1 of 3 1 2 3 PART 1- GENERAL 4 1.1 SCOPE OF WORK SECTION 26 4119 ELECTRICAL DEMOLITION 5 A. Fumish, install and test all equipment, wiring and appurtenances as may be required to 6 perform the electrical demolition shown on the Drawings and as specified herein. 7 1.2 SCHEDiTLES 8 A. Schedule with the Owner/Engineer for required shutdowns to accommodate system 9 demolition and installation of temporary facilities. 10 1.3 STANDARDS 11 A. Temporary wiring of systems to maintain operation of facilities while undergoing 12 modifications and demolition sha11 be provided in accordance with: 13 1. American National Standards Institute / National Fire Protection Association 14 (ANSI/NFPA), No. 70 — National Electrical Code (NEC), Article No. 590 — 15 Temporary Wiring. 16 1.4 QUALITY ASSURANCE 17 A. Verify field measurements and circuiting arrangements are as shown on the Drawings. 18 B. Verify that abandoned wiring and equipment serve only abandoned facilities. 19 C. Demolition drawings aze based on casual field observation and existing record 20 documents. Discrepancies shall be reported to the Owner/Engineer before disturbing the 21 e�cisting installation. 22 D. By beginning demolition, the Contractor accepts the e3cisting conditions and warrants 23 that he will maintain service to equipment and items not scheduled or indicated for 24 removal. 25 26 PART Z - PRODUCTS 2.1 MATERIALS AND EQITIPMENT 27 A. Materials and equipment for patching and extending work: As specified in individual 28 Sections. 29 2.2 DESIGN AND CONSTRUCTION 30 A. If temporary electrical wiring and facilities aze required, the Contractor sha11 provide 31 such wiring and facilities to comply with the NEC. CIT'Y OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 264119-2 ELECTRICAL DEMOLITION Page 2 of 3 i PART 3 - EXECUTION 2 3.1 PREPARATION 3 A. Disconnect electrical systems in walls, floors and ceilings scheduled for removal. 4 5 6 7 8 9 10 11 12 B. Coordinate utility service outa.ges with the Utility Company to provide continuous service to operating equipment. C. Provide temporary wiring and connections to maintain e�sting systems in service during construction. When work must be performed on energized equipment or circuits, use personnel experienced in such operations. D. Elcisting Electrical Service: Maintain e�cisting system in service until new system is complete and ready for service. Disable system only to make switchovers and connections. Obtain permission from the Owner/Engineer at least one week in advance, before partially or completely disabling system. 13 3.2 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK 14 A. Remove, relocate and extend existing installarions to accommodate new construction. 15 16 17 18 19 20 21 22 23 24 25 26 B. Remove abandoned wiring to source of supply. C. Remove e�osed abandoned conduit, including abandoned conduit above accessible ceiling finishes. Cut conduit flush with walls and floors, and patch surfaces. D. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit serving them is abandoned and removed. Provide blank cover for abandoned outlets which aze not removed. E. Disconnect and remove abandoned panelboards and distribution equipment. F. Disconnect and remove electrical devices and equipment that has been removed. G. Repair adjacent construction and finishes damaged during demolition and extension work. H. Maintain access to e�sting installations which remain active. Modify installation or provide access to panels as appropriate. 27 I. Where the demolition or revision of any portion of a raceway or box in the raceway 28 system, in an area, causes the raceway system of the area to no longer comply with the 29 classification or specification requirements of the azea, the Conlractor shall provide and 30 install such boxes, fittings, etc. as may be necessary to return the raceway system to 31 compliance with Specifications. 32 J. Extend existing installations using materials and methods as specified for new work. 33 K. Carry out the work in an orderly and careful manner. Hold noise, dust, and vibration to 34 a minimum and conduct the Work so as to avoid any damage to the surroundings. 35 Remove all items and parts as shown and noted on the Drawings and as otherwise may 36 be required to be removed to carry out the Work. 37 L. Salvaged Equipment and Materials 38 1. The Owner shall have the right to retain any or all electrical and instrumentation 39 equipment shown or specified to be removed from the site. CTTY OF FORT WORTFi VCWRF Baz Screea Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECffICATION DOCCTMENTS CityProjectNo. 02073 Revised July 1, 2011 264119-3 ELECTRICAL DEMOLITION Page 3 of 3 1 2 3 4 5 6 7 8 9 10 il 12 13 14 15 16 17 18 2. Prior to starting demolition, the Contractor and Owner/Engineer shall jointly visit the areas of demolition and the Owner/Engineer will designate those items that are to remain the property of the Owner. 3. Equipment and material designated by the Owner, as remaining the property of the Owner, shall be removed from the structure and hauled to a designated location on the site and stored for the Owner's use. Store on wood nuzners raised above the surrounding grade and cover with weather resistant covering and tie securely or store inside Owner fiunished storage as directed by the Owner/Engineer. 4. Take necessary precautions in removing Owner designated property to prevent damage during the demolition process. Remove steel structural members by unbolting, cutting welds, or cutting rivet heads and punching shanks through holes. Do not use a cutting torch to sepazate the Owner's equipment or material unless approved by the Engineer. 5. Generally, items to be salvaged, shall be removed in one piece or in a manner that does not impact their reuse. Loose components may be removed separately. Controls and electrical equipment may be removed from the equipment and handled sepazately. Large units may be handled separately. Salvaged piping shall be taken apart at flanges or fittings and removed in sections. 19 M. Material removed from the construction site during demolition, and any equipment not 20 otherwise designated to remain the property of the Owner in accordance with the pre- 21 demolition identification process shall become the property of the Contractor, and shall 22 be promptly removed from the construction site. 23 N. The Contractor shall refurbish and replace any existing facility to be left in place which 24 is damaged by the demolition operations at no additional expense to the Owner. The 25 repair of such damage shall leave the parts in a condition at least equal to that found at 26 the start of the Work. 27 3.3 CLEA.NING AND REPAIR 28 A. Clean and repair existing materials and equipment which remain or aze to be reused. 29 30 31 32 33 34 B. Panelboards: Clean exposed surfaces and check tightness of electrical connections. Replace damaged circuit breakers and provide closure plates for vacant positions. Provide typed circuit directory showing revised circuiting anangement. END OF SECTION evision Log ATE AME SUMMAKY OF CHANGE 35 CITY OF FORT WORTH VCWRF Bar Screen Building No. 3 Rehabilitation STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02073 Revised July 1, 2011 Division 31 Earthwork THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 312319-1 DEWATERING AND DRAINAGE Page 1 of 7 1 2 3 PA.RT 1- GENERAL SECTION 3123 19 DEWATERING AND DRAINAGE 4 l.l STATITTORY REQUIREMENTS 5 A. Obtain and pay for all permits required for temporary dewatering and drainage systems. 6 B. Original pemiits shall be prominently displayed on the site prior to constructing de- 7 watering and drainage systems. 8 1.2 SCOPE OF R'ORK 9 A. Design, furnish, install, operate, monitor, maintain, and remove temporary dewatering 10 and drainage systems as required to lower and maintain groundwater levels at least 2-ft 11 below subgrades of excavations and to permit constsuction to proceed in-the-dry. 12 B. Furnish, maintain and remove temporary surface water control measures adequate to 13 drain and remove surface water entering excavation. 14 C. Retain the services of a licensed Professional Engineer, registered in the State of Texas, 15 to prepare dewatering and drainage system designs and submittals described herein. 16 D. Work shall include the design, equipment, materials, installation, protection, and moni- 17 toring of geotechnical instrumentation required to monitor the performance of the de- 18 watering and drainage system as required herein. 19 E. Collect and properly dispose of all dischazge water from dewatering and drainage sys- 20 tems in accordance with State and local requirements and permits. 21 F. Repair damage caused by dewatering and drainage system operations. 22 G. Remove temporary dewatering and drainage systems when no longer needed. Restore 23 all disturbed azeas. 24 1.3 RELATED WORK 25 A. Utility Trench Excavation, Embedment, and Back6ll is included in Section 33 OS 10. 26 B. Erosion and Sedunent Control is included in Section 3125 00. 2� 1.4 SUBNIITTALS 28 A. Dewatering and drainage system designs shall be prepazed by a licensed Professional 29 Engineer, retained by the Contsactor. The Contractor shall submit an original and three 30 copies of the licensed Professional Engineer's certification, on the PE form specified in 31 Section Ol 33 00, stating that the dewatering and drainage system designs have been 32 prepared by the Professional Engineer and that the Professional Engineer will be re- 33 sponsible for their execution. The Contractor shall also submit qualifications as re- 34 quired herein. 35 B. The Contractor shall submit a dewatering and drainage system design plan. The plan 36 shall include a description of the proposed dewatering system and include the proposed 37 installation methods to be used for dewatering and drainage system elements and for 38 observation wells. The plan shall include equipment, drilling methods, holes sizes, fil- 39 ter sand placement techniques, sealing materials, development techniques, the number � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 31 23 19 - 2 DEWATERING AND DRAINAGE Page 2 of 7 1 and location of dewatering points and observations wells, etc. Include the dewatering 2 system design calculations in the plan. 3 C. The plan shall identafy the anticipated azea influenced by the dewatering system and 4 address impacts to adjacent existing and proposed structures. The report shall also in- 5 clude detailed plans for pre-construction surveys of existing structures in the vicinity of 6 the dewatering system, settlement monitoring of existing structures during constzuction, 7 and provisions to address settlement of existing structures resulting from dewatering ac- 8 tivities. 9 D. Coordinate dewatering and drainage submittals with the excavation and support of ex- 10 cavation submittals. The submittal sha11 show the areas and depths of excavation to be 11 dewatered. 12 E. Do not proceed with any excavation or dewatering activities until the dewatering sub- 13 mittals has been approved by the Engineer. 14 1.5 QUALITY ASSURANCE 15 A. Regulations: Perform all work in accordance with current applicable regulations and 16 codes of all Federal, Sta.te and local agencies. 17 B. The Contractor shall have at least 5 yeazs of experience with work compatible to the 18 Work shown and specified, employing labor and supervisory personnel who are similar- 19 ly experienced in this type of Work. 20 C. The Contractor's design engineer shall be registered in the State in which the work is 21 located and have a minimum of 5 yeazs of professional experience in the design and 22 construction of dewatering and drainage systems and shall have completed not less than 23 5 successful dewatering and drainage projects of equal type, size, and comple�ty to 24 that require for the work. 25 1.6 DESIGN REQUIREMENTS 26 A. The Contractor is responsible for the proper design and implementa.tion of inethods for 27 controlling surface water and groundwater. 28 29 30 31 32 33 34 35 B. The primary piupose of the groundwater control system is to preserve the natural undis- turbed condition of the subgrade soils in the areas of the proposed excavations. Prior to excavation, the Contractor shall lower the groundwater to at least 2-ft below the lowest excavation subgrade elevation. Additional groundwater lowering may be necessary be- yond the 2-ft requirement, depending on construction methods and equipment used and the prevailing groundwater and soil conditions. The Contractor is responsible for low- ering the groundwater as necessary to complete construction in accordance with the plans and specifications at no additional cost to the Owner. 36 C. Design deep wells, well points and sumps, and all other groundwater control system 37 components to prevent loss of fines from surrounding soils. Sand filters shall be used 38 with all dewatering installations unless screens aze properly sized by the Contractor's 39 design engineer to prevent passage of fines from surrounding soils. 40 41 42 43 44 D. The Contractor shall be responsible for damage to properties, buildings or structures, sewers and other utility installations, pavements and work that may result from de- watering or surface water control operations. E. Design review and field monitoring activities by the Owner or by the Engineer shall not relieve the Contractor of his/her responsibilities for the work. � 2013 CDM Smith VCWRF Baz Screen Build'mg No. 3 Rehabilitation All Rights Reserved City Project No. 02073 31 23 19 - 3 DEWATERING AND DRAINAGE Page 3 of 7 1 F. [The Contractor shall perfomi pre-conditions surveys of facilities located within ft 2 [specify distance or as identified on the contract drawings] of the work. Pre-condition 3 survey shall be performed in accordance with Section _� 4 1.7 DEFINITIONS 5 A. Where the phrase "in-the-dry" is used in this Section, it shall be defined as an excava- 6 tion subgrade where the groundwater level has been lowered to at least 2-ft below the 7 lowest level of the excavation, is stable with no ponded water, mud, or muck, is able to 8 support construction equipment without rutting or disturbance and is suitable for the 9 placement and compaction of fill material, pipe or concrete founda.tions. 10 PART 2 - PRODUCTS 11 2.1 MATERIALS 12 13 14 15 16 17 A. Pipe for observation wells shall consist ofminimum 1-in I.D., Schedule 80 PVC pipe and machine slotted PVC wellpoints, maximum slot size 0.020-in. B. Piping, pumping equipment and all other materials required to provide control of sur- face water and groundwater in excavations shall be suitable for the intended purpose. C. Standby pumping systems and a source of standby power shall be maintained at all sites. fi�t�7\:TI 17c� �};��JI �-�i�7 19 3.1 GENERAL 20 A. Control surface water and groundwater such that excavarion to final grade is made 21 in-the-dry, the natural undisturbed condition of the subgrade soils are maintained, and 22 softening and/or instability or disturbance due to the presence or seepage of water does 23 not occur. All construction and backfiiling shall proceed in-the-dry and floatation of 24 completed portions of work shall be prohibited. 25 B. Methods of groundwater control may include but are not limited to perimeter trenches 26 and sump pumping, perimeter groundwater cutoff, well points, ejectors, deep wells and 27 combinations thereof. 28 C. Where groundwater levels aze above the proposed bottom of excavation level, a 29 pumped dewatering system will be required for pre-drainage of the soils prior to exca- 30 vation, and for maintaining the lowered groundwater level until construction has been 31 completed to such an eactent that the structure, pipeline or fill will not be floated or oth- 32 erwise damaged. 33 D. It is expected that the type of system, spacing of dewatering units and other details of 34 the work will have to be varied depending on soiUwater conditions at a particular loca- 35 tion. 36 37 38 39 40 41 E. All work included in this Section shall be done in a manner which will protect adjacent structures and utilities and shall not cause loss of ground or disturbance to the pipe bearing soils or to soils which support overlying.or adjacent structures. F. Install, monitor and report data from observation wells. Evaluate the collected data rela- tive to groundwater control system performance and modify systems as necessary to dewater the site in accordance with the Contract requirements. m 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 3123 19 - 4 DEWATERING AND DRAINAGE Page 4 of 7 1 G. Locate groundwater control system components where they will not interfere with con- 2 struction activities adj acent to the work azea or interfere with the installation and moni- 3 toring of geotechnical instrumentation including observation wells. Excavations for 4 sumps or drainage ditches shall not be made within or below 1H:1V slopes eactending 5 downwazd and out from the edges of existing or proposed foundation elements or from 6 the downward vertical footprint of the pipe. 7 3.2 SURFACE WATER CONTROL 8 A. Construct surface water control measures, including dikes, ditches, sumps and other 9 methods to prevent, as necessary, flow of surface water into excavations and to allow 10 consiruction to proceed without delay. il 3.3 EXCAVATIONDEWATERING 12 A. At all times during construction, provide and maintain proper equipment and facilities 13 to promptly remove and properly dispose of all water entering excavations. Excava- 14 tions shall be maintained in-the-dry. Groundwater levels shall be kept at least 2-ft below 15 the lowest excavation level.. 16 B. Excavation dewatering shall maintain the subgrade in a natural undisturbed condition 17 and until the fill, structure or pipes to be built thereon have been completed to such ex- 18 tent that they will not be floated or otherwise damaged by allowing water levels to re- 19 turn to natural elevations. 20 C. Pipe, masonry, and concrete sha11 not be placed in water or be submerged within 24 21 hours after being installed. Water shall not flow over new masonry or concrete within 22 four days after placement. 23 D. In no event shall water rise to cause unbalanced pressure on structures until the concrete 24 or mortar has set at least 24 hours. Prevent flotation of the pipe by promptly placing 25 bacl�ill. 26 E. Dewatering shall at all times be conducted in such a manner as to preserve the natural 27 undisturbed condition of the subgrade soils at the proposed bottom of excavation. 28 F. If the subgrade of the trench or excavation bottom becomes disturbed due to inadequate 29 dewatering or drainage, excavate below normal grade as directed by the Engineer and 30 refill with structural fill, screened gravel or other material as approved by the Engineer 31 at the Contractor's expense. 32 G. It is expected that the initial dewatering plan may have to be modi.fied to suit the varia- 33 ble soiUwater conditions to be encountered during construction. Dewater and excavate, 34 at all times, in a manner which does not cause loss of ground or disturbance to the pipe 35 bearing soil or soil which supports overlying or adjacent structures or instability of the 36 excavation face conditions. 37 H. If the method of dewatering does not properly dewater the excavation as specified, in- 38 stall [additional] groundwater observation wells as directed by the Engineer and do not 39 place any pipe or structure until the readings obtained from the observation wells indi- 40 cate that the groundwater has been lowered a minimum of 2-ft below the bottom of the 41 final excavation within the excavation limits. 42 I. Dewatering units used in the work shall be surrounded by suitable filter sand and no 43 fines shall be removed by pumping. Pumping from the dewatering system shall be con- 44 tinuous until pipe or structure is adequately backfilled. Stand-by pumps shall be pro- 45 vided. m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 312319-5 DEWATERING AND DRAINAGE Page 5 of 7 1 2 3 4 5 J. Water entering the excavation from precipitation or surface runoff shall be collected in shallow ditches azound the perimeter of the excavation, drained to a sump and pumped from the excavation to maintain a bottom free from standing water. K. Drainage shall be disposed of in an approved azea as specified in Section Ol 35 43. Ex- isting or new sanitary sewers shall not be used to dispose of drainage. 6 3.4 WELL POINT SYST'EMS 7 A. Where necessary, install a vacuum wellpoint system azound the excavation to dewater 8 the excavation. Each wellpoint and riser pipe shall be surrounded by a sand [or gravel] 9 filter. Sand sha11 be of such a gradation that, after initial development of the wellpoints, 10 the quantity and size of soil particles dischazged shall be negligible. Wellpoint systems 11 shall be capable of operating continuously under the highest possible vacuum. 12 B. Installation of well point systerns sha11 be in accordance with the approved submittal in 13 the presence of the Engineer. 14 3.5 DEEP R'ELLS 15 A. Where necessary, install a deep well system azound the excavation to dewater [or de- 16 pressurize] the excavation. Each well shall be surrounded by a sand or gravel filter with 17 adequate gradation such that after development, the quantity and size of soil particles 18 dischazged aze negligible. Sufficient number of wells shall be installed to lower [or de- 19 pressurize] the groundwater level to allow excavation to proceed in-the-dry. 20 B. Installation of deep well shall be in accordance with the approved submittal in the pres- 21 ence of the Engineer. 22 3.6 OBSERVATION WELLS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Install observation wells [as required under this Section or in accordance with the ap- proved submittal] to monitor groundwater levels beneath and around the excavated area until adjacent structures and pipelines are completed and backfilled. B. Observation Well Locations and Depths: 1. A minimum of six wells shall be installed azound the odor control duct azea of con- struction. They sha11 be located in critical. areas with respect to groundwater control to monitor performance of dewatering systems designed by the Contractor`s Engi- neer. 2. Observation wells required shall be installed to a depth of at least 10-ft below the deepest level of excavation, unless otherwise approved by the Engineer, and to whatever depth is necessary to indicate that the groundwater control system de- signed by the Contractor's Engineer is performing as intended. Additional observa- tion wells may be required by the Engineer if deemed necessary to monitor the per- formance of the Contractor's groundwater control system. 3. Locations and depths of observation wells are subject to approval by the Engineer. 38 C. Protect the observation wells at ground surface by providing a lockable box or outer 39 protective casing with lockable top and padlock. Design the surface protection to pre- 40 vent damage by vandalism or construction operations and to prevent surface water from 41 infiltrating. 42 1. Provide two copies of keys for each padlock to the Engineer for access to each well. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 312319-6 DEWATERING AND DRAINAGE Page 6 of 7 1 2. Observation wells shall be developed so as to provide a reliable indication of 2 groundwater levels. Wells shall be re-developed if well clogging is observed, in the 3 event of apparent erroneous readings, or as directed by the Engineer. 4 3. Submittal observation well installation logs, top of casing elevation, and well loca- 5 tions to the Engineer within 24 hours of completion of well installation. 6 D. Observation Well Maintenance 7 1. The Contractor shall maintain each observation well until adjacent structures and 8 pipelines aze completed and bacldlled. Clean out or replace any observation well 9 which ceases to be operable before adjacent work is completed. 10 2. It is the Contractor's obligation to maintain observation wells and repair or replace 11 them at no additionai cost to the Owner, whether or not the observation wells are 12 damaged by the Contractor's operations or by third parties. 13 E. Monitoring and Reporting of Observation Well Data 14 l. The Contractor shall begin daily monitoring of groundwater levels in work azeas 15 prior to initial operation of drainage and dewatering system. Daily monitoring in 16 azeas where groundwater control is in operation shall continue until the time that 17 adjacent structures and pipelines are completed and backfilled and until the time 18 that groundwater control systems are tumed off. 19 2. The Contractor is responsible for processing and reporting observation well data to 20 the Engineer on a daily basis. Data is to be provided to the Engineer on a form, 21 which shall include the following informarion: observation well number, depth to 22 groundwater, total depth of well, top of casing elevation, groundwater level eleva- 23 tion and date and time of reading. 24 F. The groundwater level shall be kept at a minimum of 2-ft below the lowest subgrade 25 level for a given excavation. 26 3.7 REMOVAL OF SYSTEMS 27 A. At the completion of the excavation and backfilling work, and when approved by the 28 Engineer, all pipe, deep wells, wellpoints, pumps, generators, observation wells, other 29 equipment and accessories used for the groundwater and surface water control systems 30 shall be removed from the site. All materials and equipment shall become the property 31 of the Contractor. All azeas disturbed by the installation and removal of groundwater 32 control systems and observation wells shall be restored to their original condition. 33 B. Leave in place any casings for deep wells, wellpoints or observation wells located with- 34 in the plan limits of structures or pipelines or within the zone below 1H:1 V planes ex- 35 tending downwazd and out from the edges of foundation elements or from the down- 36 ward vertical footprint of the pipe, or where removal would otherwise result in ground 37 movements causing adverse settlement to adjacent ground surface, utilities or existing 38 structures. 39 C. Where casings are pulled, holes shall be filled with sand. Where left in place, casings 40 should be filled with cement grout and cut off a m;n;mum of 3-ft below finished ground 41 level or 1-ft below founda.tion level so as not to interfere with finished structures or 42 pipelines. � 2013 CDM Smith VCWRF Baz Screen Buiiding No. 3 Rehabilitation All Rights Reserved City Project No. 02073 31 23 19 - 7 DEWATERING AND DRAINAGE Page 7 of 7 1 D. When directed by the Engineer, observation wells should be left in place for continued 2 monitoring. When so directed, cut casings flush with final ground level and provide 3 protective lockable boxes with locking devices. The protective boxes shall be suitable 4 for the traffic and for any other conditions to which the observation wells will be ex- 5 posed. 6 END OF SECTION � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 Division 33 Utilities THIS PAGE LEFT INTENTIONALLY BLAl�TK VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 331210-1 TEMPORARY BYPASS PUMPING SYSTEMS Page 1 of 6 1 2 SECTION 33 12 10 TEMPORARY BYPASS PUMPING SYSTEMS 3 PART1- GENERAL 4 1.1 SCOPE OF WORK 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A. Furnish all labor, materials, equipment and incidentals required to install, field test, op- erate, and maintain temparary by-pass pumping systems fumished by the Owner for the purpose of diverting flow around work areas as required by the provisions specified in Section O1 12 16 Construction Sequence. B. The design, installation, and operation of temporary by-pass pumping systems shall be the Contractor's responsibility. The Contractor shall provide the services of a profes- sional bypass company who can demonstrate to the Owner and Engineer that the com- pany specializes in the design and operation of temparary by-pass pumping systems. The by-pass system shall meet the requirements of all codes and regulatory agencies having jurisdiction. C. Maintain temporary by-pass pumping systems so that they are completely functional throughout the required period of service. D. Following the required period of service, return Owner fumished by-pass pumping sys- tem and remove Contractor furnished materials and equipment from site. 19 E. Provide all maintenance including manufacturer recommended preventive maintenance 20 and on-call repair services. Contractor shall provide repair services and/or replacement 21 equipment 24 hours per day, seven days per week within 4 hours of being called. 22 F. Owner fumished by-pass pumps aze diesel engine. The total storage quantity of fuel al- 23 lowable at the plant site to operate the temporary pumps shall not exceed the sum of the 24 individual fuel tank capacities furnished with each pump's diesel engine drive. Provide 25 a refueling service to maintain continuous 24-hours per day, 7 days per week pumping 26 system operation. 27 1.2 RELATED WORK 28 A. Environmental Protection Procedures are speci�ed in Section O1 35 43. 29 30 B. Construction Sequence is included in Section Ol 12 16. C. Special Provisions for noise control is included in Section Ol 13 10. 31 1.3 SUBMITTALS 32 A. Submit, in accordance with Section Ol 30 00, the following: 33 1. A detailed description of each proposed temporary by-pass pumping system includ- 34 ing pumps, pump drives, piping, hoses, valves, fittings, controls, wiring and any 35 other related accessories required to provide a complete operating system in con- 36 formance with the requirements of this Section. 37 2. Detailed plans and sections showing the proposed pumping system layout including 38 dimensions and elevations. Plan shall include but not be limited to the following: 39 a. Staging area and access requirements for all pumps. 40 b. Number, size, material, location and method of installation of suction piping. 41 c. Number, size, material, location and method of installation of discharge piping. � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved 02073 331210-2 TEMPORARY BYPASS PUMPING SYSTEMS Page 2 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 d. e. f. g- h. i. J- k. l. m. Pump size, capacity, number of units, diesel engine specifications, fuel tank ca- pacity, fuel consumption requirements, and method of refueling. Calculations of static lift, pipe size selection, friction losses, flow velocity and pump selection. Pump curves showing pump operating range. Proposed method of freeze protection. Proposed method of noise control for each pump. Temporary pipe supports, anchorage, cover material and other accessories as required to stabilize the piping system. Installation schedule and maintenance schedule. Vendor phone number and pager number for 24-hour service. A minimum of five reference installations of projects with similar size in wastewater pumping applications. Include contact names and phone numbers. List of recommended spare parts to be stored on-site for emergency mainte- nance. 16 3. Provide information on the vendor's service staff capabilities and replacement parts 17 inventory to show that the vendor has sufficient resources to provide emergency 18 service and replacement equipment and/or parts to the site within 4 hours of a ser- 19 vice call. 20 4. A description of system operation and controls. Include a list of all alarm conditions 21 and procedures for correcting problems including equipment replacement. 22 5. A description and schedule for the proposed procedures for start up and testing of 23 the facilities to demonstrate compliance with specified automatic operation and 24 maintenance of a constant dischazge pressure. 25 6. A description and schedule for the proposed procedures for dismantling the system, 26 and restoring normal operations at the plant. 27 1.4 REFERENCE STANDARDS 28 29 30 31 32 33 34 35 36 3'7 38 39 40 A. Design, manufacturing and assembly of elements of the equipment specified herein shall be in accordance with the following: 2 3 4. 5. 6. 7. 8. 9. 10 11 l. American Institute of Steel Construction (AISC) American Iron and Steel Institute (AISI) American Society of Mechanical Engineers (ASME) Axnerican National Standards Institute (ANSI) American Society for Testing Materials (ASTM) American Welding Society (AWS) American Bearing Manufacturers Association (ABMA) Institute of Electrical and Electronics Engineers (IEEE) National Electrical Manufacturers Associarion (NEMA) Occupational Safety and Health Administration (OSHA) Underwriters Laboratories (UL) 41 B. Where reference is made to one of the above standards, the revision in effect at the time 42 of bid opening shall apply. 43 1.5 QUALITY ASSURANCE 44 A. The Contractor shall employ the services of a vendor who can demonstrate 5 years of 45 recent and continuous specialization in the design, installation, operation and removai � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitauon All Rights Reserved 02073 33 12 10 - 3 TEMPORARY BYPASS PUMPING SYSTEMS Page 3 of 6 1 of temporary by-pass pumping systems in wastewater applications. The complete sys- 2 tem shall be furnished from a single vendor who shall be capable of providing service 3 staff, repair parts and replacement of any deficient system component within 4 hours of 4 a service call, twenty-four hours per day, seven days per week. 5 1.6 SYSTEM DESCRIPTION 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 A. Temporary by-pass pumping systems shall comply with specified requirements in Sec- tion O1 12 16 Construction Sequence. Design flows shall be as specified in Section O1 12 16. B. Temporary by-pass pumping shali be from Primary Clarifiers 8 and 10 to Primary Clar- ifier Distribution Box 21. C. Equipment and materials furnished by the Owner for temporary by-pass pumping sys- tem includes the following: l. 2 each 12"xl2" diesel pumps (10 MGD each) �. , e.,,.w a».,a» a:o�o� ..,,,,,., �i � r�r_n� 1 2. 1 each 12" hvdraulic pump (7 MGD). 3. 4 each 18"xl2" HDPE reducers 4. 2 each 12" steel 90 deg bends 5. 6 each 18" HDPE 90 deg bends 6. 8 each 18" flange adapters 7. 2 each 18" saddie with vent valve 8. 220 LF of 18" HDPE pipe (PExPE) D. Owner furnished 12"x12" diesel pumps are by Pioneer Pump, Inc. See Attachment 33 12 10-A at end of Specification for pump specifications and pump curve information. 1 Owner fumished 12" hvdraulic pump is a HvdrafloTM pump bv MWI Pumps. See at- tachment 33 12 10-B at end of Specification Section for pump cut sheets and pump curve. E. Contractor is responsible for providing all materiais, equipment and incidentals to in- stall, operate, and maintain Owner furnished bypass pumping system. F. Pumping system control panels shall be NEMA 4 and include flow indication, a flow totalizer, indicator lamps showing which pumps are operating, selector switch for auto or manual start and stop for each puxnp and visual and audible alamis for indication of operation failure and alarm conditions. 1.7 DELIVERY, STORAGE AND HANDLING 34 A. Delivery, storage and handiing of equipment shall be as specified in Ol 66 00. 35 1.8 MANUFACTURER'S SERVICES 36 A. Provide the services of the manufacturer's representative as specified herein. 37 B. Provide the services of the manufacturer's representative or desi�nated representative 38 for physical checkout field testing and operation and maintenance instruction for a min- 39 1 imum of 1 person day per pumping system. See requirements in PART 3. 40 C. Provide the services of the manufacturer's representative or designated alternative, who 41 shall be contactable 24-hours per day via telephone or pager and shall be available to be 42 on site within 4 hours of being contacted at no additional cost to the Owner. � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved 02073 33 12 10 - 4 TEMPORARY BYPASS PL7MPING SYSTEMS Page 4 of 6 1 PART 2 - PRODUCTS 2 2.1 GENERAL PUMPING EQUIPMENT 3 4 5 6 7 8 9 A. Each temporary by-pass pumping system shall be complete including pumps, drives, piping, piping headers, valves, flow meter, controls and appurtenances as required for a complete system. B. All necessary foundation bolts, nuts, and washers shall be furnished. C. Refer to Section Ol 13 10 for noise limitations for the equipment. D. All equipment shall be suitable for outdoor operation under adverse weather conditions. Provide protection from freezing as required to maintain system operation. 10 2.2 CONDITIONS OF OPERATION 11 12 13 14 15 16 17 18 A. Each pump shall be designed for the conditions of service specified in Section Ol 12 16. All pumps shall have a rising head capacity curve for stable pump operation from the minimum head operating point to the shut-off head. l. Service: Temporary By-Pass Pumping 2. Number of pumps: T'hree 3. Liquid: Raw Wastewater 1 4. Design capacity total peak (gpm): 2'� "�a 27MGD 5. Type of drive: Diesel engine 19 2.3 PUMPING SYSTEM COMPONENTS 20 A. Ail pumps are centrifugal, end suction, fully automatic self-priming units that do not 21 1 require the use of foot-valves, �ae�-�s, diaphragm pumps, or isolation valves or 22 float apparatus in the priming system. 23 24 25 26 27 ?g 29 30 31 32 33 34 35 B. Each pwnp is driven by a diesel engine. Each pump and diesel engine is skid mounted with integral fuel tank and skid lifting bracket. C. Provide automatic startlstop controls for the pumping system to automatically maintain system flow within the flows speciiied in Section Ol 12 16. Controls shall be contained in a local control panel with provision to manually operate each pump, provide indica- tion of pump operation, and indicate the total flow being pumped. D. Provide all required suction and discharge pipe and fittings, discharge manifold pipe and fittings, shutoff valves, check valves, flow meter, pressure regulating valves, insula- tion, freeze protection, and all required accessories. All pipe and fittings shall be steel with flanged or quick connect coupling connections, or high density polyethylene pipe with fused joints. All joints must be 100 percent restrained. Suction piping shall be rat- ed for 25-in Hg vacuum. Discharge piping, fittings, connections, valves, and other dis- charge piping accessories shall be rated for a minimum working pressure of 150 psi. 36 PART 3 - EXECUTION 37 3.1 INSTALLATION AND PHYSICAL CHECKOUT 38 39 40 A. Installation shall be in accordance with the system supplier's recommendations and ap- proved shop drawing submittals. B. Noise shall meet the requirements specified in Section O1 13 10. � 2013 CDM Smith VCWRF Baz Screen Buildina No. 3 Rehabilitation All Rights Reserved 02073 331210-5 TEMPORARY BYPASS PUMPING SYSTEMS Page 5 of 6 1 2 3 4 5 3.2 6 7 8 9 10 11 12 13 14 15 16 i� 3.3 18 19 20 21 22 3.4 23 24 25 26 27 28 29 C. Install puxnping units on a firm level surface. D. Fumish the services of the pump system supplier's representative for a minimum of one day per temporary by-pass system to assist equipment installation and physical check- out. FIELD TESTING A. Provide field testing m accordance with the approved shop drawing submittal. Field tests shall demonstrate conformance with system requirements. B. The Contractor shall require that field testing be conducted by the pump system suppli- er's representative in the presence of the Engineer. Furnish the services of the pump sys- tem supplier's representative for a minimum of one day per temporary by-pass system to conduct required testing. C. Field testing shall demonstrate a minimum of 24 hours of continuous operation. During the 24 hours of continuous operation, the system shall demonstrate the ability to auto- matically start and stop pumps in response to changing flow conditions. D. Remove and replace any system component that fails to perform in accordance with specified requirements. SYSTEM OPERATION A. Perfonn all required maintenance on the equipment to maintain the system integrity and capacity as specified. B. Provide clean-up and disposal of contaminated material and reporting for all product spills. EQUIPMENT REMOVAL A. At the completion of the period of service, disconnect all temporary piping and remove all system components from the site. Retum Owner furnished materials. Restore the work site to its original condition. END OF SECTION � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitauon All Rights Reserved 02073 331210-6 TEMPORARY BYPASS PUMPING SYSTEMS Page 6 of 6 1 a 3 � 2013 CDM Smith All Rights Reserved 33 12 10 ATTAC�IlVIENT A VCWRF Bar Screen Building No. 3 Rehabilitatioa 02073 Pioneer Pump, Inc. i� SPECIFICATION SHEET " PIONEER PRIlVI� - ENGINE DRIVEN - END SUCTION CENTRIFUGAL. PUMP SIZE 12" X 12" General SneciScations: Model: PP1212S17L72-6090HE485 Engine Driven, Fully Automatic Dry Priming,Vacuum Assisted, Run Dry, Hea�y Duty Solids Handling Pump. Pamo Specifications: Sac 12" X t2" w/3.75 ine6 Spherical Solids Handling CapabOity Wmr Ring. ASTM A48 Class 30 Gmy Lon Volate Gsmg: AS12vf A536 65-45-12 Ductile Imn Backplate: ASTM A48 Class30 Gtay Tmn Brrcket ASTM A48 Class 30 Gcay Iron Enclosedw/ Lip Sral for Mechanical Seel Dry Running w/Oil Icvel sight glass brackU oil eapaeity 11 Gallons Mechaoice! Seal: Single Typo-2 Seat w! Tungsten vs Silicov Carbide Seal Facts, �� V'rton Elestomers, 300 Seria Stainless Hardwue & Spring, Senl System Dcsigned for tndefinite Dry Running Lopeller. EnclwedTypeThreePoRNon-Clog wl3.75lnch Spherical Satids Flandling Capability _ ConsWcGon of Duetite Lon �� (Ot6u materials avalabie inciudiog 316 Staintess Steel, CD4-Mcu Stein(ess Steet md CA6NM Stainless Sttd) Bmring Housing: AS1M A48 Class 30 Gtay Iron YompEndBesring. Smg(eRowBatl-6314C3 DriveEndBmrio� (2)MguterConhct-7316-C3 Shaft 17� PFI Carsosion Rcsislant klaogo: ANSI 150 # Flanges Standard . (250 # flanges Available) � aRingtt Suna-n Standazd (Othas availuble Including Nwprme and Vimn) LipSmis: Bcackee-CRType-Buna-n Beazin�SA.E. Cwec-CRType-Buna-n Optioual Materlals: (Piwp End}Stainless Steel, CD4-Mcu & Ductile Tron Vacuam Pamo Saccificatioos_ 50 CFM Air FlowCapacity, DiaphTagm Stylc con6nuous Vacuuro, Mechanically Drivrn Materials of Construction: Casing- Cocrosion Rctistant Aluminum Actuator-Conasion Raistant Aluminam wBuna-n Elaztomer DriveAssembly-CaztIron-Class 30 w/steet shaft & connecting md-oil lubricated Seaarator SneciP.cations: SeparaWr Spool: Donble Chambu, Standard Steel AirlLVamr Chember. Bolted to suction spooUvolute of cenuifugat pum�rchambu daigned to scparate air & vra[er before rntering the pamp c�se. 0.ring sealed wWecuum pump isolation valve. AidSepazation Valve: Constmcted of non-cortosive � manganese bronu with 316 stainl�ss steel (SS) valve sam & seac AcWator assembly with float ball & hartlw� 316 SS. DischargeCheckValve: SwingStyle-Cas[IranwBwa-ndisc(ViWnOptional) EnQine Snecifications• Madel: 609DHF4S5 (Jo6n Dwe) Typa S6c Cylinde , Fo� Gj�c14 Waicr Cooled Di�sel Engine Displazemmt• 548 Cu.7n. (9 L) Govomor. Eleetnnie Lubrication: Fo�ced Feed AirCleancr. FilterElemeo[ Fuet Tank: 205 U.S. Gallons (775.0 L) Stffitc 24VoltEleettie Srnndard Featuca: Safety shut dovm switeh�s foriow oil pmssurq hig6 umperam�e & v-beit fa8tuc. InsWmrnt pand with tempeeatute & oil piessvrc gauSS ampmaer, hourmeter & tac6ometer. Mufilerwith min cep & Battay. Eneine/Pump ConolinL: SAE. # 3 FIoasmgw/ 11S Inch RubbcDisc Drive (Smb Shaftw/Flaabte Coupling also available) Standard Sldd: Heary Duty Fabriwtcd Steet Fcamq In�egal Fuel Tank with Fue! Gavgq L�iiog Beil. I.ockeble Fud Caq Loekab(e Battecy Rack & Four 2^ Ctean-0ut/Drain Plugs Standard Trailer: Hca�y dury fibricated st«I framG integrat fuel tank with fuel gaugr,'fwo -7000� Torsioael floc 1yPe Axle. Lifiing bail, adjustable towing bar, safety chains, lights, fenders, "D" Ring¢ forTie Down and Heavy Duty Tires and Wheels. 310 South Seqnoia Pkwv � Canbv, OR 97013. ♦ Ph. (5031266-4115 .� Fax (5031266-4116 . a - I��D�a �� N�S iiiiiiiiiiiiiiiiiiiiiiiii ��u�u��uuo �u��o�� iiii�iiiiiiiiiiiiiiii iiii� ou� ��u� ...�� o�� uu o�u �uo uuu�u� ��uu��u o�u �uo �� :�:�: iiiii u�� n u�� :.:......:ioi iii-=iuii u��u�u�o��u. �� u��uo�uu S i�� iiisiii:i:��ii\iiiii iiiiiiiiiiiiiiiii�i�iiiii ��uu�� u�u�� o��t iii��iiiiiiiiiiiiiiiiiiii ��o uu� u�� ouu�� on � �� iiiiiiiiiiiiiiiiiiiiiiiii oo�� .............�. u �� uo �ou oouou ��uuo��u�■ u��uon s��u��u��u iiii�iii �iiiiiiiiiiiii ��\��-��R �� /�� \��.� ��\��.�■ �/�� -.�I�,�'�1�; � ,_ ::::::::::. ..:.:.:.:. .........._ ..........,. :::u �:u _...:::::::i:: �o�� o� �uu iiiii��::: iiiiiiiiii �� iiiii ii��i ::::: ..... ::::: ::::: ..... ::::: ..... .......... n�u� �u — iiii::ii:� ■■■.■...a ��■■■■■■.. um ■■■■ . :::::m::�: iiiiisiiii ��■ iiiiiiiiii ��r��u��i� iiii ii iiiii iii iii ur n �ov.r �..� �i�nu.u....0 e. o�i n �� .�. c�e �n�o�•a"..� ' ..��c�u�� iii ii� uu u� o� iii�iiiiiiiiiiiiiiii o:�n i■■■■ ■un ��■ 'ii�eiiiiiiiiiiiiiii %��I��O��t�� I.��t��t�■ ��I�� ':_d"1"1":C:� ::C:: ::...:.:.:.......... ■.�� uu� ��.. iin i� �u�� a�u� �� . ��ao�u........ i=�iiiiiiiiiiiiiiiii �.�� u� �� u�� cuu�� u�� ; ��o��u�� iin�� oo� �u�u�� u� o��uu�� u� u u� ��uu�� uu� iiiiii�i��i�ii�i�� i�ii�io�i�iiii �i uii iou ��au �� m�v uu� �� uu� i:::iiiiiii:::ii::ii v1 1 2 3 � 2013 CDM Smith A11 Rights Reserved 33 12 10 ATTACHMENT B 331210-7 TEMPORARY BYPASS PUMPING SYSTEMS Page 7 of 7 VCWRF Bar Screen Building No. 3 Rehabilitation 02073 P U M P S �,� �,.�� I�i! i �`� � `� � ��; �� '' �� _� � �� _, � _ � _ � ,.:. . w��l��`��'c; ��_r,�spr;��'_ 1. Oil Reservoir/Heat Exchanger 2. Hydraulic Oil Level S�vitch Gauge 3. Return Filter �. Quick Couplers 5. Relief Valve 6. Suction SLrainer (below) 7_ Hydraulic Pump 8. Diesel Engine 4. Engine Con[rols 10. Lifting Eyes (small frames or?yl 11. Heavy Duty Skid Frame 12. BaiYEry 13_ Control Panel A. Suction Strainer Vacuum Gauge B. Hydraulic 5ystem Pressure Gauge C. dil Tamperature Gauge D. Failure Reset E. System Loading Vaive 14. Day Tank (optionaU �.- A � � � '?ea,- ,. _- P U M P S _ � _ . _ _, �J �_'� -__�-'� � .;{�-��a�� :.c�� , ��,.�� 1. Oil R=sarvair/Heat Exchanger 2. Hydraulic Oil Level 5w�itch Gauge 3. Return Filter (not shawn) 4. Quick Couplers 5. �elief Valve fnot shovvn) 6. Suction Strainer (below) 7. Hydraulic Pump 8. Diesel Engine 9. tngine Controls 10. Lifting Eyes (small frames only) 11. Heavy Duty Skid Frame 12. 3aftery 13. Control Panel A. Suction Strainer Vacuum Gauge 3. Hydraulic Sysem Pr=ssure Gauge C. Oil Temper�iure Gauge �. Failure Reset E. Sys2em Loading Valve 1�. �ay Tank T � 1 �-A�- 'r B �I � ��3 (s � �.r .,;,,. , ,,= , �.:, , - --,�__ �-�, . .. . _ , , . - iu;r°,�t~i(��" la?';�,�� i I;� �i ;� f��'.� :: �r i=� ]�,;]�.,1=!:.t!.._n��';r� ��,,.fql�,�+�r,U',1�',_�r ��;.�, ��;�_jV ''_' r'��i h�11��`�1� •� -.cle��.��.r�i;�' i��. I�la�f� �ri7v�pf' �'�'�d�o� l"- - -e �� . r ..Pt(�41 II(rl �9, @•,•0 I Ilitii� i�{ V i O� r� ��'il _. ,Aft • _.i �1�P . _.. l .4 _ 91� a .i .l' �: '1 l� � � �+�'_Ir _ _ � = !_ _. _ �� - � ^ ii ti9 �_ _ :o� -- �' i � . _� � L J ,d ��1� ,�>! � es7 _� �� k� `� � '� � �� SN &�' �i �r� �. � _ _ � J _ ��z x _ � .y.�i ._, �✓,�_ QUICK COUPLINGS K, L, M � � PLUMBING � �N� HYDRAULIC GUARD T � � MOTOR I � � �-� DISTRIBUTION E G REPLACEABLE F S/S LINER SECTION (aptional) n T H � STATIONARY i 1 PROPELLER VANES �B� � INTAKE BELL � �� OPTIONAL ANGLE OPTIONAL HORIZONTAL STANDARD VERTICAL HYDRAFLO PUMP HYURAFLO PUMP STRAINERBARS ITYDRAFLO PUMP OPTIONAL INTAKE (NOTE ; 0 DIAMETER OPENING OUTER VERTICAL FLANGETO FLANGETO INTAKEFLANGE HOUSING CENTERLINE DIAMETER DIAMETER INTAKE FLANGE FLANGE DISCHARGE FIANGE TO DISCHARGE CENTERLINE TO VERTICAL TO FLANGE FLANGE DISCHARGE FLANGE A B C D(Note 1) E(Note 3) F G H I in. mm. in. mm. in. mm. in. mm. in. mm. in. mm. in. mm. in. mm. in. mm. 08- 8.75 ;;�2.�i;;� 12 305 16 405 6.375 162 17.5 ;,}��}j�; 23.875 ;;;;�0�;}; 28.75 ;;;73;Q;�; 9.13 ;;;��2;�;; 29.06 738 .. , � ............. ;.....,, . 12 13 3�ii ;: 18 457 22 559 6.375 162 22.25 565 28.625 727 37.63 956 11.63 P95-; 35.44 900 16 16.75 425 24 610 28 711 8.375 213 24.5 622 32.875 835 4231 1075 1538 391 4238 1076 20 20.75 527 30 762 34 864 8375 ;;;2�;�;;; 30.5 775 38.875 987 50.81 1291 17.00 432 50.63 1286 24 25 635 36 914 39.5 1003 11 ;;:;Z79;;:; 30.5 775 41.5 1054 52.44 1332 20.38 518 54.75 1391 30 31 787 45 1143 50 1270 12.5 318 39.25 ;;`.;;997=;;: 51.75 1314 66.38 1686 23.50 597 67.81 1722 36 37.25 ;;:;9:4:Ei::': 54 1372 60.125 1527 14.75 375 46.375 �:;��29:':; 63.125 1603 81.50 2070 27.38 695 81.50 2070 _. ,.._. 42 43.25 ::3094:: 63 1600 70.25 1784 14.75 375 49 1245 63J5 :;1619:: 82.44 2094 31.50 800 88.31 2243 48 49.75 ::°TP:(i4:� 72 1829 78.25 1988 17 432 60 1524 77 I�95G: 102.50 2604 35.00 889 104.69 2659 �. __ ...._ . 54 56.25 1429 81 2057 89.25 2267 21J5 552 60 1524 81.75 2076 102.50:;2�p4: 36.88 937 10631 2700 60 62 1575 90 2286 98.125 2492 24.75 629 60 1524 84.75 ;:2153:: 105.06 �::2b.69 : 39.50 1003 113.13 2873 HOUSING CENTERLIN HOSE CONNECTION FLANGE AT STANDARD VERTICAL STANDARD VERTICAL TO PLUMBING GUARD DIAMETER OF HOSE DISCHARGE (NOTE 4) PUMP VOLUME PUMP WEIGHT J K L M N APPROXIMATE APPROXIMATE in. mm. SUPPLY RETURN CASE NUMBER DIAMETEROFHOLES BOLTCIRCLE OUTERDIAMETER DRAIN OF HOLES I�. mm. DIAMETER in. mm. Cu.ft. CU.mtS. Ibs. kg. in. mm. HAC308 10 254 0.75 1 - 8 0.5625 14.29 10.75 273 12.75 324 4.42 0.125 170 ';;'?7"';' HAC312 12 305 1 1_25 0.75 12 0.5625 14.29 14.875 378 16 406 8.02 0.227 300 136 HAC316 15 381 1.25 1.5 0.75 12 0.5625 14.29 19 483 20.8125 529 17.1 0.484 550 249 HAC320 19 483 1.25 1.5 0.75 18 0.5625 14.29 22 559 24.125 613 227.7 6.448 925 420 HAC324 22 559 1.5 1.5 0.75 20 0.5625 14.29 26.375 670 28.625 727 44.24 1.253 1500 680 HAC330 26 660 1.5-2.0 2.0 0.75 24 0.5625 14.29 32.75 832 34.125 867 95 2.690 2200 998 HAC336 30 762 1.5-2.0 2.0 0.75 28 0.75 19.05 40.625 1032 43.125 1095 158.21 4.460 3400 1542 HAC342 33 838 1.5-2.0 2.0 0.75 30 0.75 19.05 45.5 1156 49.5 1257 215 6.088 4000 1814 HAC348 40 1016 1.5-2.0 2.0 0.75 24 0.875 22.23 51.625 1311 54.1875 1376 604 17.103 7000 3175 HAC354 45 1143 (2)2.0 (2)2.0 �z�•�sa>i.o 24 0.875 22.23 57.625 1464 60.1875 1529 604 17.103 8500 3856 HAC360 48 1219 (2)2A (2)2A �z�.�sci>i.o 50 0.8124 20.64 63 1600 66.125 1680 604 17.103 10000 4536 Note i: Strainer bars (intake screen) extend beyond intake flange (variable up to 2 inches). Dimension to intake flange is utilized here as a guide for spacing of opening to sump bottom. Note 2: Intake bells are availa6le as 45° and 90° as well as the standard vertical unit. (Consult factory for other available intakes.) All intakes can be provided with a stand to support water pump and ensure minimum inlet water requirements. Note 3: If there are dimension limitations, consult factory as a shorter Mw� Mo�ing dimension may be obtainable. F--"�""� --- - � MWI P U M P S I' � �.a � w • . � � � .,� _ �, .-:� --{ z � ��„�-'�. �-�' , ' ',s� ;� _ ' _ �.�Al �' �" _ / / / , ,�—�� - � �� , j. � _ � � - � � _ T= � " '�, `� � � , � a.. : �,i � ' , � � . ''�% �►' , � .,, ,� � � ,� ` � , � - �. ' ,, J � � .� /' �1� �_J � � � Moving Water Worldwide - Reliably and Efficiently , �. ,� .. �, �q .� } , �� i! �r � ' �.. _t:�� L � L `: --�Si. �w.�� '�� The Hydraflo is a patented, submersible pump thai uses the power of hydraulics to drive the impeller via flexible hoses. This replaces a fixed motor, a long, rigid shaft and the supporting structure common to most pumps that can move very large quantities of water. The unique design allows the pump to be set up in hours - not months - usually eliminates most of the civil worl<s necessary for installation - saving a fot of money and time, allows the pump to be portable and provides variable speed control. Advantages __.__:...-, Hydraflo pumps can be installed at any angle - vertical, horizontal or any angle in between, by simply changing the intake bell. =as_ -�:..._,,.�n Hydraflo pumps can be installed within a fraction of the time of conventional lineshaft pumps. A typical installation can be done in house, because they do not require any critical alignment or the extensive civil works required by other high capacity pumps. Hydraflos are designed for a very long life. All components are picked for ruggedness and durability. Many Hydraflos over 25 years old are still in daily use. Because the standard design of MWI Hydraflo pumps have large intal<e passages i1 and low speeds, they can be instalfed �•rt.� �,,� _ — and operated continuously ��,,�- at minimal submergence. � - - - .. �.. ..;'...%�� :'en��ires Less � <<<:i�-:e:�ance a�rd Costs _,.�_ ... - ��,'.-= The Hydraflo is a simple, straightforward design that requires very little maintenance. When used in portable mode, pumps more water for less money and has a smaller footprint than the many centrfigual pumps thatwould be required to take its place. Hydraflo pumps are designed to run dry without damage to their components. "+r"�..v._ � ' �_. =.., - Pump speed can be varied manually by regulating engine speed. An automatic variable speed option is also available. We offer several hydraulic fluid options which are readily biodegradable and meet the EPA toxicity limits. Hydraflo hydraulic tanl<s are small and have an engine shut down switch activated by small amounts of fluid loss. � Y" � ' �t I' � � �� .� L � Installations -_ _ � 1_ � MW(DIESELDRIVEN � HYORAFLO �RIVE UNIT �>� �- — �: -. •.�—�. HYDRAULIC SUPPLY & RETURN HOSES , � �LAP �A TRASH RACK PUM INTAKE �j — � HORIZONTAL INSTALLATION • Lotiv profile • Retro-fit existing pipe STEELCONDUITSUPPLY HYDRAIJLICHOSES AND RETURN LINES � CONNECTEDTOTHREE MWI HYDRAFLO PUMPS —s — --- — � _ �'` . _ �� j — �` 1 '`—� I �=�--� ��. �, :. _— � - -' Pi I'—"'_ Electric Diesel � ' FLAP 6ATE Diesel \ Electric �1 COWER UNITS `OR MtVt HVDRAFLO PUM75 —— —— I Remotely Located � ' " � ' " VERTICAL INSTALLATION • Dual power for zmergencies • Remote drive u�it DISCHARGE ANGLED INSTALLATION • LONl CIVI� NIOY�CS • Installable at any angle m' �.. .,i -- ----.. - " -^'y. w s ' `:c ��.��— . .. -�_ M�VI ELECTRIC DRIVEP! HY�Rr:F! G DRIVE UNIT r Internal Componer�s � S 1 Lip Seal (Synthetic Rubber & Stainless Steel Garter Spring) 2 Bolts:Fasten End PI-Bearing Box(Grade 5) 3 End Plate (ASTM A588, Corten Steel) 4 0-Ring: End Plate / Bearing Box 5 Bearing Box (ASTM A588, Corten Steel) 6 0-Ring: Bearing Box / Motor Mount 7 M�tor Mount (ASTM A242 Corten Steel) 8 Boits:Motor Mount-Bear'g Box (Grade 5) 9 0-Ring: Motor Mount / Hydraulic Motor 10 Propeller Nut (AISI 102b Steel) 11 Propeller Key (AISI 1018 Steel) 12 Propeller(S/ S Blades,A588 Corten Steel) 13 Mechanical Seal Assembly (Ceramic & Stainless Steel Spring) 14 Bearing Lock-Nut {ANSI C1015 Steei) 15 Bearing Lock-Washer (ANSI C1015 Steel) 16 Bearings 17 Hydraflo Shaft (304 Stainless Steel) 18 Shaft Coupling Assembly (Steel) 19 Hydraulic Motor (Steel Casting) 20 Mounting Flanges/ Adapters 21 Bronze Spacer (Bronze 660) 22 Bolts -Hydraulic Motor To Mount (Grade 5) 23 Bearing Retainer (ASTM A242, Corten Steel) 24 Distributor Blades (ASTM A242, Corten Steel) 25 Wear Ring/Liner (304 Stainless Steel) 26 Guide Blades 27 Guide Hub Due to our continual im�rovement of our products, we reserve the right to change designs and specifications. r- i L.. � Method of Operation Schematic A shows how the hydraulic system works. Note that the prime mover can be a diesel engine, electric motor or a combination of both. It drives a hydraulic pump which in turn supplies oil to the hydraulic motor in the water pump. This spins the hydraulic motor which is directly connected to the propeller. The hydraulic oil is then returned to the oil reservoir through the return filter. Then, the hydraulic oil returns through a strainer and back to the hydraulic pump, completing the circuit. A relief valve from the high pressure side to the oil reservoir, serves to by-pass the power transmission fluid and divert flow in the event that an object gets lodged in the propeller. This is a very important safety feature available only with Hydraflo systems which protects all components from shocl< I�ads. Where variable flows are needed (such as in sewage effluent or "piped in" stormwater pumping), the propeller speeds can be infinitely adjusted automatically through the hydraulic power transmission system to match up with any combination of water flows and head conditions. � w w � z 0 Q w _ � a � 0 � OIL RELIEF Ft�'E� VALVE� � 'VSTE1� PRIME MOVER HYDRAULIC PUMP ' H1GH PRESSURE L05P1 PP.ESSURE '�, FEEDER LINE—� �— P�UR;J � � LINe I HYDRAULIC ; , MOTOR ,\A � Performance curves for each bowl size are available upon request. THOUSANDS OF GALLONS PER MINUTE � ,._ : - 1�.. 4► �r. - - --��""''-_ -- --- - `--`�e'_.._ - -=1°- _ -�_ _=-- " _� Y �� _ �'='.�a.------�- _ . .. � � �� 4� ��j ~ J�-` .'^ �� ;� � '��.r-,"�' . �� t _ - ,�� :.. r� _�.._ � ��-,_ _ - i-� �� ""�,� : � � fr.'J � ?+�. � •r�I ' ��:�$'Z � 1 �f �' _ ;�� -,�- _ � ,� ,� _ _ � 1 � '��`�` ��., t F � � �� _ � _ s��1,1 �,� _� ��l�ij;a;i:�iGh'►;i� ..— - -- � `—''': ��r,?+Ll;�i�,� ' i� '4' �►_�-'�� . �� =_ -,-n MWI's international headquarters and extensive manufacturing capabilities are located in Deerfieid Beach, Florida, very close to the original business.The manufacturing facilities are spread over 4 city blocks and total nearly 300,000 ftZ, to include a 10,000 ft2 test lab. The company has a facility in Egypt and representatives throughout the United States, Latin America, Middle East, Africa and Asia. The Hydra`lo'" is protecEed by one or more of ,he follovding patents and patents pending: US Patentr: �4,133,202, Mb,:47,260; #6,520,75Q .�4,188,768, : b,113,356, #a,350,476, f`-4,138,202, Y�3,907,463, N4,070,135, ,=4,i47,067, �3,270,077 Mwi Moying � , Water - Industries CORPORATION ESI'�1BLISt�D 1426 Movir�g Water Worldwide - Reliably and Efficiently ..�c-�,,R4-.---�n*rr--xr-.�.f.�n.-,—,. .. _ . ._ .. .. +r �� ?0�_�A�.�� Li��r�L�t � ��:I.OIt:!-... 'i. __ .. 11��1��!_1�rCA{n!,11[iY0ji�1� `i� I�� c��:i�.%��.I��.� . - _ �?:,_ I�'•, . I �°.�a'^ I'Lf'i`�Y1'•-�°I �.-�.�fl�q.p.,ljo� I_'{.x�i{n; "4a��(`�� , ._ - - - - - ' " -� ' "�. � _ �.�r - -- ' _ 1�4 ° A�. ',��y/ �'„��r iu�L; �4p,C i� �`�/�J1 '�s�1r�I,f�,�i'Pi �� 4��' i�_q14��,�reA {�.f[��J.J.��l?!. " v °h ' . �rR4 4 '�° �o� � i�r i` _ '1 P '�J' N'� P S a r I 8 . �'— ��—•� �I � ''�._J I' •'4 �� a�� i�� i�r�� i� :5r�r��l�r�i �r��uu�a��i�i I. Oil P.ese�io�rl7��ac Ex{harirer �. i�eLuRn �iu'ser 3. Qu�ck G��un;er4 �, k?eFiei ':�al �;e 5. E�ef=.ef Eupas Sigt�c Jndi�at•�r b. '1y�d�'.yuli� �t�m� �. �'ewl En�,nn� $. Enqir=_ Gontrols ?. Lift�rnp Ey2� ip. �le_el �eserwa�� I3. Satter,� I2, Hydrai.�liG ��pe,Cr�l �aneJ I3. Mydr�ulic aue3e 6rake Actua_or I�3. lail Li�ht; I4. Torgc�e �I��k �r_ l'�$0n �AR; �sr�v�►'� f - �; » >> �a 19 !8 w � � t7 � U � 16 >, Ca � Fp `S 14 l3 l2 11 10 9 2900 3000 3100 3204 3300 3400 3500 3600 3700 3S00 3900 4000 41D0 4200 d300 �00 4500 4600 4700 4S00 4900 5000 5100 Flow (gpm) rtis H�er c�m rHasrHis PUMP BOWL PERFORMANCE CURVE CURVE REPRESEI7TS THE TRUE Peruoraaarice ceattic�a�sncs OF 7HE hiri7 PUI�IP 610DE1 SHOWN Pr ' e CORPORATION ESTABLISHED 192b o�ec TY'PE: ,�IAL. FLO��' PROPELLER DIA: 12" �10DEL NO: fIAC312 SPEED: 1385 RP�f IriT.�,KE D1A: 13" fD D7SCA4RCE DIA: 12" S3VGLE STAGE P°RFOIL�L�CE FOR 7l1`0 SIAGES Ml'LTIPLY HE4D eW U HORSEPO`NE[t BY 3.0 AVD LFFICIENCY gy I.0 PERfORhL1NCE IS BASED OV PUMPI�G CLEAR, YON-AERATED NqTER. W ITN A SPECIFlC GRA4'1TY OF I.O, TE61PcRANRE 85 DEG c OR LFSS A.�1D AT SEA LEVEL PUbIP PL•RFORMA�CE hL4Y BE :1FFECTED SY l�1lGI�IER 7E\iPERATURES, SPECiFIC GRAVITY, .4LTITUDES AND SUA1P CONDITIONS. AND YlAS OBTAIl:'cD BY SCALE L100E1 7EST AND CALCULAT10N5 IH kCORDANCE YlITH STAtJDARDS OF iNEHYDf7.1UUCIH57tNTc MWI PUMP CORPORAi16N CERTIFlEO BY APNI PUh1P CORPORATiON Dee�eld Bexh, Florida Division 35 Waterway and Marine Construction THIS PAGE LEFT INTENTIONALLY BLAr�K VCWRF Baz Screen Building No. 3 Rehabilitation City Project No. 02073 352017-1 WEIR GATES Page i of 8 1 2 3 PART1- GENERAL SECTION 35 2017 WEIR GATES 4 1.1 SCOPE OF WORK 5 A. Fumish all labor, materials, equipment and incidentals required and install complete, 6 weir gates, operators, operating systems and appurtenances as shown on the Drawings 7 and as specified herein. 8 1.2 SUBMITTALS 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1.3 27 28 29 30 31 32 33 34 1.4 35 A. Submit, in accordance with Section Ol 33 00, shop drawings and product data showing materials of construction and details of installation for: l. Complete description of all materials. 2. Certified shop and installation drawings showing all details of construction, dimensions and anchor bolt locations. 3. Descriptive literature, bulletins and/or catalogs of the equipment including electric motor operators. 4. A complete bill of materials. 5. The weight of each component. 6. Description of surface prepazation and shop prime painting of gates and accessories. 7. Complete electrical schematics and wiring diagrams for electric motor operator. B. In the event it is not possible to conform to certain details of this Section, describe completely all non-conforming aspects. C. Operation and Maintenance I�ata 1. Operating and maintenance instructions for each type of equipment shall be fiirnished to the Engineer as provided for in Section O1 78 23. REFERENCESTANDARDS A. ASTM Internarional B. National Electrical Manufacturers Association (NEMA) C. Aluminum Association, Ina (AA) D. Factory Mutual (FM) E. Undervvriters Laboratories (UL) F. Where reference is made to one of the above standards, the revision in effect at the time of bid opening sha11 apply. QUALITY ASSURANCE A. Qualifications m 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 35 20 1'7 - 3 WEIR GATES Page 3 of 8 1 Explosion Proof Actuator Motor Required3: Yes 2 Stem Type: Rising 3 Operator Floor Elevarion: 64.67 4 5 Notes: 6 1 Contractor field verify dimension. 7 2 Seating and unseating heads aze given to the invert of the gate opening, based upon 8 ma�cimum water surface elevations. 9 3 Gate shall be motorized with an electric actuator providing open/close service. 10 4 See structural drawings for wall thickness. 11 1.6 MAINTENANCE 12 13 14 15 16 17 A. One set of a11 special tools required for normal operation and maintenance sha11 be provided. B. Spare parts shall be properly bound and labeled for easy identification without opening the packaging and suitably protected for long-term storage in a humid environment. C. Special tools and spaze parts required for normal opera.tion and maintenance of the equipment sha11 be furnished in accorclance with Section Ol 78 23. 18 1.7 PRODUCT HANDLING 19 20 21 22 23 24 25 26 27 28 29 30 31 A. All equipment and parts sha11 be properly protected so that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment aze ready for operation. B. All equipment and parts must be properly protected against any damage during a prolonged period at the site. C. Factory assembled parts and components sha11 not be dismantled for shipment unless permission is received in writing from the Engineer. D. Finished iron or steel surfaces not required to be painted, such as flange faces, sha11 be properly protected to prevent rust, conosion, and damage. E. Finished surfaces of a11 exposed openings shall be protected by wooden planks, strongly built and securely bolted thereto. F. Each box or package shall be properly mazked to show its net weight in addition to its contents. 32 1.8 PATENTS AND LICENSING 33 34 35 36 37 38 39 40 41 A. The Contractor shall be responsible for all patents or licenses that exist on the equipment that may be provided. B. The Contractor and equipment manufacturer sha11 assume all costs of patent fees or licenses for the equipment or process; and sha11 safeguard and save harmless the Owner/Engineer form all damages, judgments, claims and expenses arising from license fees, or claimed infringement of any letters, patent or patent rights, or fees for the use of any equipment or process structural feature or arrangement of any of the component parts of the installation; and the price bid shall be deemed to include payment of a11 such patent fees, licenses or other costs pertaining thereto. � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 352017-5 WEIR GATES Page 5 of 8 1 ends of the guides to form a seating surface for a resilient seal mounted on the disc. 2 Angle shail be of the same material as the guides. 3 H. All parts of the gate shall have a minimum thickness of 1/4-in. 4 I. T'he actuator sha11 be a yoke mounted, manual, non-geared, handwheel operator with 5 rising Type 316 stainless steel stem, stem guide and cleaz plastic stem cover. 6 Handwheel operators shall ha�e a minimum 18-in diameter handwheel and sha11 7 operate the gate under the specified operating head with not greater than 40 lbs of force 8 on the handwheel. Operators shall be equipped with fracture-resistant clear butyrate 9 plastic stem covers which sha11 not discolor or become opaque for a minimum of 5 10 yeazs after installation. The top of the stem cover sha11 be closed. The bottom end of i i the stem cover shall be mounted in a housing or adapter plate for easy field mounting. 12 Stem covers sha11 be complete with indicator mazkings to indicate gate position. An 13 arrow with the word "OPEN" shall be permanently attached or cast onto the operator to 14 indicate the direction or rotation to open the gate. The direction of rota.tion to open 15 sha11 be clockwise. 16 J. All necessary attaching bolts and anchor bolts sha11 be Type 316 stainless steel and sha11 17 be furnished by the slide gate manufacturer. 18 K. Stainless steel slide gates sha11 be Series 925-D as manufactured by Whipps, Inc., 19 Athol, MA and distributed by Tasco Associates, Kinnelon, NJ; Rodney Hunt Company, 20 Orange, MA; H. Fontaine, Ltd, Magog, Quebec, Canada; or approved equal. 21 2.2 ELECTRIC OPERATORED FLOOR STAND 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. Floor stands sha11 be fumished for gate operators not supported on the gate yoke. Floor stands shall be cast iron or fabricated steel construcrion. The pedestal height shall be such that the crank shaft will be appro�mately 36-inch above the opera.ting floor. The floor stand sha11 be mounted on a heavily ribbed reinforced cast iron bracket anchored to the concrete with Type 316 stainless steel anchors. The bracket and anchor bolts sha11 be sized to transfer the upward or downwazd thrust required to ultimately fail the stainless steel stem. The design and detail of the brackets and anchor bolts sha11 be provided by the gate manufacturer and shall be approved by the Engineer. The bracket, anchors, backplate and accessories sha11 be supplied as part of the gate assembly by the gate manufacturer. B. Electric operators sha11 be fiunished for the weir gates and shall be electric operaxed floor stand mounted and include the motor, operator unit gearing, limit switch gearing, limit switches, torque switches, stem nut, declutch lever and a�iliary handwheel. The motor operator sha11 drive the gate stem at a rate of one foot per minute. 37 l. The motor sha11 be specifically designed for gate operator service and sha11 be 38 continuous duty rated (modulating service only), of a high torque, totally enclosed 39 non-ventilated construction with the motor leads brought into the limit switch 40 compartment without having extemal piping or conduit box. The motor sha11 be of 41 ample size to open or close the gate against maximum load when voltage to the 42 motor terminals is within 10 percent of the nominal voltage. It shall be 43 prelubricated and a11 bearings sha11 be of the anti-friction type. Motors shall be of 44 weatherproof NEMA 7(in areas specified as explosion proof per NFPA 820) 45 construction unless otherwise shown and sha11 have encapsulated windings with 46 void free slot penetration and be capable of passing water immersion test as 47 outlined in NEMA MGI-20.48 to provide protection against moisture ingress and � 2013 CDM Smith VCWRF Baz Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 352017-7 WEIR GATES Page 7 of 8 1 9. Enclosures sha11 be FM certified or UL certified and sha11 be provided with space 2 heaters to prevent condensation. 3 10. Each operator sha11 be provided with its own electrical controls housed in a NEMA 4 4 or NEMA � enclosure (unless otherwise shown) which shall be part of the 5 operator. For outdoor installation, the controls sha11 be completely factory wired to 6 the motor, limit switches and torque switch such that the only field wiring 7 connection required sha11 be for power supply and signal. All field wiring shall be 8 to terminal strips. Enclosures sha11 be NEMA 7 in explosion proof azeas as 9 specified by NFPA 820. 10 11 11 12 13 14 15 16 17 18 19 20 21 22 12. 23 Electrical operators arranged for open-close operation shall open and close the gate between the limit switch settings in response to a local or remote signal. The controls shall consist of a combination lockable circuit breaker and reversing starter with control power transformers. Control power sha11 be 110 Volt. A Raise-Stop- Lock-Lower pushbutton station sha11 be fiunished and mounted as an integral part of the controls. A lockable Hand-Off-Remote selector switch shall also be provided to allow response to a remote Ra.ise-Stop-Lower control. In addition to the mechanical position indicator, two indicating lights, one green and one red, shall be furnished. T'he lights sha11 be wired such that the green light shall be illuminated when the gate is fully closed, the red light sha11 be illuminated when the gate is fully open and both lights shall be illuminated when the gate is in any intermediate position. The power supply to the gate operator sha11 be 480 Volts, 3 Phase, 60 Hz. The electric operators shall be Rotork Corporation designed for operation of a rising stem gate. 24 PART 3 - PRODUCTS 25 3.1 INSTALLATION 26 A. Installation of all gates and guides shall be done in a workmanlike manner. Handle, 27 store and install the equipment specified in this Section in strict accordance with the 28 manufacturer's drawings and recommendations. Frames and guides shall be installed in 29 a true vertical plane and sha11 be installed with 90 degree comers. 30 31 32 33 B. Gates with embedded guides and inverts sha11 be installed in accordance with the recommendaxions ofthe manufacturer subject to the Engineer's approval. C. The installation of a11 gates sha11 be under the supervision of a representative of the manufacturer fumishing the gates. 34 3.2 FIELD TESTING 35 A. Furnish the services of a factory representative, as provided under PART 1, who has 36 complete knowledge of proper operation and maintenance to inspect the final 37 installation and supervise a test of the equipment. T'hese services may be combined 38 with those provided under PART 1. 39 40 41 42 43 44 B. After installation, a11 slide gates and weir gates shall be field tested at maximum differential head to ensure that a11 items of equipment aze in compliance with this Section, including the leakage requirements. Motorized operators sha11 be full-load tested in conjunction with their respective gate testing. 1. Maximum allowable leakage for slide gates and weir gates sha11 be 0.1 gpm/ft of perimeter under the design seating head. � 2013 CDM Smith VCWRF Bar Screen Building No. 3 Rehabilitation All Rights Reserved City Project No. 02073 GC-6.06.D MBE Compliance THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Bar Screen Building No. 3 Rehabilitation 02073 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversiry Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is % Of thB tOt21 bld (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/VNBE Office at (817) 212-2674. Rev. 5/30/12 ATTACHNiEI� I 1A Page 1 of 4 Fc�� VV�x�,� �a� �� w��n lVI�E Subcontrac�or�/Suippliers Ufielazafiion For� V�RYNdE COMPANY PIANiE: Check appsucab�e h�Gock 4o descu�ube �ei7aue G , � -�' � �-:. ` .�� 'IS ��111C.L`"�'�:- �...-_ I�✓1'�^JrDBE �,�,� NCN-M�/V�ID6E �o-�o.��c� �Ann�. ` f ��.� ,1�+�f,iC.. R.�?c�a�n.+a,�''�`" �'� � ', �.l'a.... ' ao� �a�� r. ` �4t,r `' ��'''.�- 3 �.� ''�;�`��, '=�' ' - � .; �oay's M�� Project GoaV: �ro�roe's NIBE �eo�ect Co¢�aer�'s�me�6@: PR�.➢E�T N�NIBE&� c ` .y,` . r . _.._ i -r �, ��, : - . �.. . .. � _ . i % � ``� �/o ' � c.. �i%:.'"Y� ` `� �,-�rC� - tf: , 5r C T '4 Identify ai8 subcontractorslsuppliers you vvili use on �his project Faila�re �o co�ple�e fhas �ors�n, ira s�s entarety �nrith �equested doc�smentation, �nd �eceoved by �he I�llanaging Depaafrnent o� or before 5:00 p.�. �sve (5) Caty business days afier bad ope�ueac�, excleas'sve of bad op�r�ir�e� �lat�, wiB9 ��seu8� ac� the bud bes�� coc�sade�ed nora-respoo�siv� to 6�id sp�ci�ic�tions. �he undersigned Oiferor agrees to eroter into a formal agreement wifih the OViBE fsrcn(s) losted in this a�t¢lezation scB�edule, conditioned upon exec�aYion of � contracf wifh the City of Eort Worth. The intentior�al and/or knowing misrepresentatiora oi facts is grounds for consideration of disqualificatsoo� and wiBl �esul� in fhe bid being considered non-responsive to bid specifications �PIBEs @us�e� tov�as�¢� �tta�e�a�ug tV�� pro�eci �oa� av�a�st 9�e Vo�at�e� uo� �8�� sox Q�) �ou�ty uv�o��9c�tp�Ba�e �t t�N�ee �aa�� ff �oc9. Marketplace is the geographic area of Tarran$, Da91as Denton4 Johnson, 6'�rker, and 101iise coa��ties, IeCentify each TA�r 9eve�o �ier is the level of subcontracting below fihe prirne confiractor, a.e., a direct payment from the pricne contractor fio a subcontractor is considered 1 St tier, a payrnenf by a s�abcor��racfior to i�s supp9ier is considered 2�d tIGC �►IL�. G��S B�11�1� �� E6 ��E (��3��i�� l9�fB�e��o ��rtafBc�tao� rneans those firms, located within the 91/iarketplace, that have been deterrriined fo be � bondai`ide rnir�oriiy Iousiness enterprise b� the i�orih Cenrral Texas Regional Certification Agency (NCTRCA) or other certifying agencies thaf fhe City may deem appropriate and �ccepted by the City of Fort Wor'rh. 6ff f�aa�@ung �erw's��s �re a�tACo��c�, ��Oe pri¢�e wu9B �e given cr�c➢it as long �s t9�e 91/IB� listed o�ns ar�d o�era,tes a� Beasfi one fuBly locensed �nd operation�l trucl. to be �ased o� fihe confiracf. �"he NdBE s��y lease troacks frorn ��otY�er IVISE firrra, sr�cluding GVIBE owner-o�er�tmrs, and receive faalo IVIBE credefi. �he �lI�E ¢�ay I��se firuc&cs fror� non-G1/IBEs, including owner-operators, b�ot wi81 only receive credit for �he f�es ar�d cosys�a�aissions eaened by the NlBE as outlined ao� the le�se agreemenf. _ Rev. 5/30/12 FQ�it WORTH ATTACHMENT 1A � Page 2 of 4 Primes are required to identify ,�L� subcon�racfors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be lis�ed first, use addiiional sheets if necessary. If a subconfiractor/supplier is identified as an SBE, please �tYach a copy of the firm's SBE certification ifi they have r�oi previously registered with the City's M/WBE Office, which may be contacfied for verification. Please noie ihat onl certified MBEs will be counted to rrieet an MBE oal. A�tac�o � ��'� �ePV;ifucate ° �fl9�C��BTF2ACTOP�/S�DP��V��2 -� " ��taoo �e¢aoa Company Nacv�� i �a�[ucor��cgi�oc� Sa��Vses �oVBa� f�mruma��ug AdcJr�ss e�o G� � f� 9�OorG: �aaPcB�oase�9 �'eV�g��uo�te/��w � � � � B E �t � G ��..�' • �W � ��LAti [`r`.�.l._. - a Z� '�� >�':f�'C._. �i ' ~ � •' - 'Po tic�c, 1 � Z 3a�- _ . � _ _ . �k. wa�`��'[k 'I�a14': � � - � . . Yr G.�. ' ' � . Ut ! , �� (, � � i � F�. �'i1�1.-15'Y. ��'iv N'l� n.2.,. '�S1r�x,�ia� w�-� '►'�t�i q��.-, �- �- �~ z 2 ,�. ��,��,� �:�, $'�'� E. Rt_'IC�.ni�-, ��,1rw k°+r,� i�.`� ., _ � , - , � 3uy �a.11c�� "r?� '15�� i �` � �I � �`P� T'K � , P. °112.55'�. �3�" � �" P�- �� : °I'1'�.9�"�. ��S`= �'�i�a�e �,��. e.,�cv�►'?-,�. ��f� � - 131� 1.�j. Or�1�:� _ k�! : ;�,�; �,> .� �:� _ _ - _ - � �'�fbtMd Pc��'�e�" - , *' . . ��''. `1�12. 3 l4 . 8 bo �' , ' '� . . �o • E�d,�� J�-�'�-��Gt .`y �� Ct_"` , _. _ v y <;�,;,: . ,Y . . � �_. .. !�o "3r ok. a� � 1(0 S�cttivw,�.. �`'i5G �� '- � �• `lo�, fr 13. �\g ; F � kbo. -1�,, , y< �. 'T=� �'�S� f�'�r. �== _ _ �.;�-r�,. - :-;��1=� }. l F-- '-- >� - T- r >M' , � 3�ok. l� I'311 .+�GQa,,.,� � , o�--,��-(-t�-`� �. _ _ . i� \��. , �c �. �� c� e" �� `' �'�• 81�, �lt�o. �-�le;- � - .. _ s�: . , _, �_ ... - Y y..,.. �._ „ '_ . �, ' . � � . . � . � � q .; � . . . v 1 OS E, , l�: ---'- - �.:-� . \,t,,o��,,t -['k - _ � u'-�,. �3�'. �_-- _ -. _' �►�- -- , Rev. 5/30/12 F�;,.�� ATTACHMENT1A Page 3 ofi 4 Primes are required to iden�iify A�� subconiraciors/suppliers, regardless of status; i.e., Minority and non-MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontracior/supplier is iden�ified as an SBE, please a�iach a copy of the firms SBE certification if they have not previously regiszered with the City's M/WBE Office which may be coe�facted for verification. Please note fhai onl certified MBEs will be counted to meei an MBE goal. AttacG� N P➢CTRCe4 ��ofocae� ° ��9f�C�G��'F�AC�OR/5��6'�V�R �- � Degau9 �ef�i9 ��on�au�y B�aa�o� i ScnBacora�r�ctr6w� Sa�ppBo�s �.c��9Pess e NB 1� S M UVor� ��sPc��,s��9 ��80�� aQu�u�a��ua �'�V�Q�@�m��/��;; P B � � � � � E C '�.,��'1l. t,._ A'�� `"�i` °:,�`.'.. ��t..;�,,:.,� .. - �� q� 9 � -�;� �ti c-�- . �� .,,�,, ,� :.�-- •10. � � ---� •� .v„� � � � �.V Z} � j i, � - -- �: � �".. `��1. $90►,.` ��$�tr. � 4�. ��_ �C 1[V�- ��e'C.'�Cs�Q �'..�'��° . �� ` �r � `� � ,� -�.-� s� . _ _�"'�"", «�,f:_ , - -1� � �-1�.. ��. • ^4 �IGIA�t�i-i e�.� "�"�- '� � p u 9� f �• 5?' ",`� .. '^��i,.. , Y ..� U Rev. 5/30/12 Foxr�Wax�r__x ATfE1CHMEfJT 1A Page 4 of 4 ..F -- �- Total Dollar Amouni of �iI�E Subcontractors/Suppliers � �� otal �oliar Amount of GV��u-�4GG�� Subcoro�r�cfo�s/Scappliers � �` � . � - . _, a� �'OTA� D�LfLA6� A@lIEOIJNT �F �aL� ��D�CONIi 6�i4��1"�S6�V.D9�'V��V�R� � : � � �; �� = - d� � . -- __ The Contractor will not o-nakz addetions, delefoons, or substotutioros to th¢s cerfir"ied 9ist wifhout the prior approval of the IVlinority and Women Business �c�terprise Office th�ough the submittal of a Request for Approva� of Cha�rge/Add�taor� aor�. Ar�y u�j�stafied charge or de{etaor s�al! be � c�ateriao breach of contract �nd may eesult ic� debarment in �ccord with fhe �Orocedu�es o�atBined ie� �he oo-dinance. Th� cor�tractor shal9 sub�nit a defailed exp9ar�afion o� hov�r fhe req�aesfie� ci�ao�gelad�a�aor� or de9eto�� will �ffec� fiPne cora�rnotied eV1BE goaL �f the deta'se ex�lanation as not su�¢�atted, ai wal9 �ffecf the �enal comp9e��a�e detera�a��na�ior�. �y affixing a signatu�e �o this for�ro, the Offeroe further �grees to provide, directly to �he City upon request, complet� and accurate infore�riation regarding actual work per�ormed by all subcontractors, including MBE(s) and any special �rrangernents wiih BVIBEs. The Offeror asso agrees to allow an audit and/or examination of any books, records and fsles heBd by their company. The bidder agrees to allow the transmission of interviews with owners, principaVs, officers, employees and appficable subcontractors/suppliers participating on the contraci that wi91 substantiate fhe actual work perforrr�ed by fihe iV9BE(s) on fihis contract, by an authorized officer or employee of the Cefy. Any infentionaB and/or knowing misrepresen�ation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action und�r Federal, State or �oc�l laws concerning false statements. Any failure to comply with this ordinance creates a ra�aterial breach of the contract and may resul� in a deterrnination of an irresponsible Offeror and debarment frorn parficipating in City work for a peraod of fime not less than one (1) ye�r. _. : , .Y j% l �_ � � ! -� ' � ;� =� �f. �, '` - i� ; ,� A�sYhor'sxec9 Sogn�tuee " ` � � � �' � ��'`-'+'�' __ '�D �'l.�R � 9��ia��ec➢ Sig�o�gtoPe ��_ { � ��l1Y�f`` TI s41e � N~ " sh.��L".i �� Y�R ��i�*i� . ' ... Compaa�y h�areae _ �..-., _ � � - _ � -� - - �' : =-,' ��-' _ ' AddPess Gu�y/State/Zi� �ocu�ac't �9�r�o�/3uY9e (of �Giffec�na) '� :� --, x ..; r� � ,.� �7 � �li��, i � - �.. Ti ei�p�V�oe�e ��od/or Eax ; � � -� „ -�7:- � � �. e . =�.,e �-avoauB 6V d�es __ ��Qe Rev. 5/30/12 FORT WORTH Cltj/ O'f FOI"t WOI"'til Prime Contractor Waiver Form ATTACHMENT 1 B Page 1 of 1 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MM//DBE NON-M!M/DBE BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if b4th answers are yes. Failure to complete this form in its entirety and be received by the Manaqinq Department on or before 5:00 p.m., five (5) City business days after bid openinq, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you pertorm this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State2ip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5/30/12 ATTACHMENT 1C Page 1 of 3 FORT WORTH Ctty of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: M/W/DBE NON-M/M/DBE BID DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER % % If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT1C Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. Yes Date of Listing No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) �No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Y@S (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? �_Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fau is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable con�rmation" documentation may render the GFE non-responsive.) �_ No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? _Q_Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) �No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunitv to be in compliance with questions 3 throuqh 6. 7.) Did you provide plans and specifications to potential MBEs? �Yes �_N o 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 5/30/12 ATTACHMENT1C Page 3 of 3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Y@S (If yes, attach all copies of quotations.) No 10. Was the contact information on any of the listings not valid? Y@S (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) �_No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets, if necessa , and attach. Com an Name Tele hone Contact Person Sco e of Work Reason for Re'ection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of Rev. 5/30/12 ATTACHMENT 1C Page 4 of 3 - contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 5/30/12 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use `IV/A" if not applicable. Name of City project: l. Joint venture information: A joint venture form must be completed on each project RFPBid/Purchasing Number: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach e�rtra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the 'oint venfure MBE firm Non-MBE firm name: name: Business Address: Business Address: City, State, Zip: Ciry, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellulaz Cellulaz Certification Status: E-mail address Name of Certifying Agency: 2. Sco e of work erformed by the Joint Venture: Describe the sco e of work of the MBE: Describe the sco e of work of the non-MBE: Rev. 5/30/12 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with ritles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operarions The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 5/30/12 Joint Venture Pa e3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material inforniation necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the terniination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misre resentation of facts. Name of MBE fum Name of non-MBE firm Printed Name of Owner Printed Name o£ Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date State of On this Notarization County of day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public - - Signature Commission Expires �seat� Rev. 5/30/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Baz Screen Building No. 3 Rehabilitation 02073 Cify of Fort Wor�h, Texas Mayor and Council Communication COUNCI� ACTIDN: Approved on 718l2048 DATE: Tuesday, ,3u(y 08, 20Q8 LOG NAN[E: 30WAGE RATES REFERENCE NO.: '�'G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates far City-Awarded Publ�c-Works Projeets �� RECONiNtENDAT[ON: It is recomrrrended that the Ci#y Council adop# the attached 2008 Prevailing Wage Rates for City-awarded public warks projects. DISCUSSIDN: Texas Governmeni Cacie Chapter 2258 reguires that a pubiic body awarding a cantract for public works shafl determine the general prevaiting rate of per diem wages for each craft ar type of worker needed to execute the contract, and shall specify 1n the bid documents and in the cantract the prevailing wage ra#es in that locality. Each year The Quoin Chapter of the Associated General Contractars, in conjunction with the Association of Buiiders and Contractors {ABC) and #he American Sub-Contractors Assaciation (ASA), conducts a wage rate survey far North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from #hat survey. FESCAL tNFORMATION/CERTIFICATIUN: The Finance Director certifies tha# this actian wi11 have no material effect on Ciiy funds. TO FundlAccount/Centers FROM FundlAccauntJCenters Submitted for Cit�r Manager's Office by: Originating Department Head: Fernando Costa {8476} A. Dauglas Rademaker {6157} Additional Infiarmation Contact: Eric Bundy (7598} XEAVY & HIGHWAY CONSTRUCTION PREVAILING VtTAGE RATES 2008 • As halt Distributor rator --- As halt Pavin Machine O erator As halt Raker As halt Shoveler Batchin Plant Wei er Broom or Swee r erator BUlldozer O erator C enter Concrete Finisher, Pavin Concrete Finisher, Siructures Concrete Pavin Curbing Machine O eraior Concrete Pavin Finishing Machine erator Concrete Pavin Joint Sealer O erator Concrete avin Saw erator Concrete Paving S reader O erator __ Concrete Rubher Crane, Clamsheil, Backhoe, Derrick, Dra ine, Sho Eiectrician Pla er Form BuiIder/Setter, Structures Form Setter, Pavin & Curb Foundatiai� Drill O rator, Crawler Mounted Foundation Drilt O erator, Truck Mounted Front End Loader O rator Laborer, Common Laborer, Utili Mechanic Miliing Machine O erator, Fine Grade Mixer O erator Moeor Grader O erator, Pine Grade Motor Grader O erator, Rou �iler Painter, Structures Pavement Markin Machine O erator Pi ela er Reinforcin Steel Seiter, Paving Reinforcing Steel Setter, Structure Roller O erator, Pneumatic, Self-Pro elled Roller O erator, SteeI VVheei, Flat WheeUTam in Roller Onerator, Steel �Vheei, Plant Mix Pavement Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneeimatic Traveling Mixer Operator Truck Driver, Lowboy-Float Truck Driver, Single Axle, Hea�vy Trucic Driver, SIRble Axle, Li�ht Truck Driver, Tandem Axie, Semi-Trailer Truck Driver, Tzansit-Mix Wagon Dri}i, Boring Machine, Post Hole DriIler Welder Work Zone Barricade Servicer $10A6 $13.99 $12.78 $11.01 $ 8.84 $14.15 $ 9.88 $13.22 $� z.so $ I2.85 $ i 3.27 �S i 2.00 � l 3.63 $12.50 $ t 3.56 $14.50 $1 f}.61 $14.12 $18.12 $ 8.43 $11.63 $1J.83 $I3.b7 $i6.30 $12.62 $ 9.18 $ l 4.65 $16.47 $11.83 $11.58 $15.20 $14.50 $i4.98 $13.17 $10.04 $i1.04 $ ] 4.86 $16.29 $11.07 $10.92 $11.28 $11.42 $ I2.32 $12.33 $ 2 0.92 $12.60 $1291 $12.03 $24.93 $Ii.47 $10.91 $1�.75 $12.08 $14.04 $I3.57 $10.09 2008 PREVAILING WAGE RATES CONSTRUCTEON 1NDl3STRY GR-Ol 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK VCWRF Bar Screen Building No. 3 Rehabilitation 02073 cin OF FORT WORTH'S UPDATED: 3-22-10 STANDARD PRODUCTS LIST Approval Spec No. Classs�cation Manufacturer Model No_ Nafional Spec Size WASTEWATER Manhole Inserts E1-14 Manholc Inscrt f:nuLson Entc riscs Madc to Ordcr - Plastic ASTM D 1248 For 24" dia. El-iJ Manholc lnscrt Noflow-InIlow Madc ro Ordcr - Plasuc ASTM D I248 For 24" dia. 0923/96 E]-I4 Manholc Inscrt Southwcstcrn Packin & Scals. [nc LifcSavcry St�inlcss Stccl For 24" dia. 0923/96 ELl4 Manholc Inscrt Sauthwcsmm PacAinG & Scals, Inc. TcthcrLok - Stainlcss Stccl For 2d" dia Manholes & Bases/Frames & Covers/Rectanaulaz Mankiolc Framcs and Covcrs Wcstcm Imn Worl:s, Bass & Hays Foundcv I001 24"�40" WD Manholc Framcs and Covcrs Vulcan Faundn� 6780 2A"c40"WD Manholes & Bases/Frames & Covers/Standazd (Round) E1-14 Manholc Framcs and Covcrs Wcstcrn Gon Worl:s, Bass & Hays Faundrv� 30024 2�" Dia. EI-14 Manholc Framcs and Covccs McKinlcv Gon Woh:s Inc. A 24 AM 24" Dia. EI-I4 Manholc Framcs and Covcrs Nccnah Castinq 24" Dia. El-I4 Manholc Framcs and Covcrs Vulcan Foun�� 1342 ASTM A 48 24" Dia. E]-l4 Manholc Framcs and Covcrs $iqma Ca oration ivII-I-14M1N EI-14 Manholc Framcs and Covcrs Si a Co orauon MH-143N EI-14 Manholc Framcs �nd Covcrs Pont-A-Mousson GTS-STD 24" dia EI-14 Manholc Framcs and Covcrs Ncrnah CastinC 24" dia 725/03 E]-14 Manliolc Framcs and Covcrs Saint-Gobsin Pi clincs (PamrcJr�.-us) RE32-RSFS 30" Dia. Olul/U6 EI-11 30" DI �iH Rinc and Co�cr EasiJordan �ron Works Vl�_? ? and V1133 Dcsicns A4SHT0 �I30G-Ol 30" Dia Manholes & Bases/Frames & Covers/Water Tioht & Pressure Ti�ht EI-14 Manholc Framcs and Covcrs PonhA-Mousson Pamtiqht 24" Dia. E1-14 Manholc Framcs and Covcrs Ncrnah Casting 23" Dia. E1-14 Manholc Framcs and Covcrs VWcan Foundry 2342 ASTM A 48 24" Dia. E]-14 Manholc Framcs and Covcrs Wcstcm Gon Wor1:s,Bass & Hays Foundry 300-24P 24" Dia. E1-14 Mavholc Framcs and Covcrs McKinlcv Iron Woci:s Inc. V✓PA24AM 21" Dia. 03/08/00 E1-14 Manholc Framcs and Covcrs Accucast RG2100 ASTM A 48 24" Dia. 0420/OI EI-14 Manholc Framcs and Covcrs Scram orc Industrics Privatc LW. 300-242iJ5 Rinq and Covcr ASTM A 48 24" Dia. Manholes & Bases/New/Comoonents 0723/97 Urcthartc Hvdro hilic WatccsW Asahi Ko o KK. Adcka illtra-Scal P-201 ASTM D2240/D412/D792 0426/00 Offsct Joint for 4' Diam. MH Hanson Concrctc Roducts DrawinG No. 35-0048-001 0426/00 Pmfilc GuAct for 4' Diam. MH. Pmss-Scal Gaskc[ Co . 250AG Gaskct ASTM C-443/G361 SS MF{ 126/99 HDPE Manholc adjus�cn[ Rin Ladtcch, Inc HDPE Adjusimcnt Rin Non-traftic arca 5,liin5 Manhole E�mmal V.rap Ccnusa-CPS WrapidScal Manholc Encapsulation S�stcm Manholes & Bases/New/Precast Concrete E1-14 Manholc. Prccast Concrctc Hvdro Condtit Co SPL I[cm m59 ASTM C 478 48" E1-14 Manholc Wall Concrctc Pi c Co. Inc. ASTM C—M143 48" E]-l4 Manholc. Prccast Concrctc Hanson (folmcdv GiHord-Hill) ASTM C 478 48" 09/23/96 E]-I4 Manholc. Prccut Cancrctc Concmtc Product Inc. 48" I.D. Manholc w/ 32" Conc ASTM C 478 48" wl32" wnc 0%30/O6 E IJl 'vtanholc Prccast Concrctc Thc Tumcr Comvan. iS" 1 D_ Ma�iliolc �c"1" Conc .AST11 C�7H lx" Manholes & Bases/New/Fiberelass l26/99 Fibc lass Manholc Fluid ContainmwL Inc. Flowtitc ASTM 3753 Nan-tr�c arca U%C30/O6 Fibcrcl.v;. ��lanholc LF. b1anufacturinc Non-valTic arca Manholes & Bases/Rehab Svstems/Cementitious ELI4 Manholc Rchab Svstcros Quadcx 0423/Ol E]-l3 Manholc Rchab Svstcros Standard Ccmrnt Matcrials. Inc. Rclincr MSP El-l4 M�nhoic Rchab Svstcros AP/M Pclm�f'ocm 420/Ol Ef-14 Manholc Rchab Svstcm Stron -Scal Svstcros Strone Scal MS2A Rchab Svstcm 5/12/03 ELI4 Manholc Rchab Svstcm Poiv-tri Ic� Tcchnolo ics MH rc air roduct to sto �itrarion ASTM D58 Li OS/30i06 Gcncral Co�sreic Repair Re�F:reic Technolocics n�I Pokes�cr Repair Pmdua Misc. lisc Manholes & Bases/Rehab Svstems/NonCementitious 0520/96 E1-14 Manholc Rchab Svstcros S r�vro . S mv Wall Polvurcthanc Coatinq ASTM D639/D790 EI-14 ManholcRchabSvstcros SunCoast ��l�liU6 CoadneslorCorzosionProtccnon Chcstcnon Arc79l,SIHB.SI_S'_ �cidRcsis�anccTcsi Sc�.crApplicanons Otl2S/06 Coatiogs for Corroslon Proicctfon Warrcn En�ironmcnml 5-301 and M-3�11 Sc��er �pplicaiions OS!_�0/06 Co�rings Car Corrosion Protcction Ci[adcl SLS-30 Solids Epo�� Sc.�crApplica[ions � Prepared by dtowns'I 9/15l2011 Page 1 ciTv OF FORT WORTH'S UPDATED: 322-10 STANDARD PRODUCTS LIST Approval Spec No. Classsification Manufacturer Model No. National Spec Size Pipe/New/Cenfifueallv Cast Fiberalass Reinforced Pioe/Polvmer Modified Concrete 721/97 Ccnt Cast Fibcrclass Hobu Pipc USA, Inc. Hobas Pi c(Non-Pmssus) ASTM D3262/D375S 10/30/03 Flowfi[c Amitcch USA 03/22/10 Fibcrglass Pipc Amcron Bondstrand RPMP Pi e ASTM D3262!D37S4 1/15/OS Pohmcr Modi6cd Canccctc Pi c Amiicch USA \�c.cr Pol.crctc Pi c .4ST'vl G_..�76_ F177 8" to 10^_"_ Cl�ss �' Pipes/New/Concrete E1-04 Conc. Pi c. Rcinforccd Wal] Concrctc Pi c Co. Inc. ASTM C 76 E]-04 Conc. Pi c. RcinCorccd Hvdro Conduit Co oration Class III T&G. SPL Itcm N77 ASYM C 76 EI-�4 Conc. Pi c, Rcinforccd Hanson Concrctc Products SPL Itcm #95-Manholc. �'98- Pi c ASTM C 76 EI-04 Conc Pi c. Rcinfomcd Concrctc Pi c& Products Ca Inc. ASTM C 9G Pines/New/Ductile Iron E I-06 Ducdlc Iron Pipc Grif£m Pipc Products. Co. Super Bcll-Tim Ductilc Iron Prcssurc Pipc, pVJVJp C 150, C I51 �' chn+ 23" EI-06 Ductilc Iron Pipc Amcncan Ductilc Imn Pipc Co. Amcrican Fastitc Pipc AWWA CI50/CI51 4", S" & 10" EI-06 Ductilc Iron Pipc U.S. Pipc and Fomdry Co. AWWA CUO, CI51 HI-06 Ductilc Iron Pipc McWanc Cast Gon Pipc Co. AWWA CI50, CISI Pipes/New/HDPE (PiDe Burstino/Slinlinin�) HinJi-dcnsitv olvcthvlcnc i c Philli s Drisco i c, Inc. O ticorc Ductilc Pohrothvlcnc Pi c ASTM D I248 8" Hiqh-dcnsitv olvcth Icnc i c Plcrco Inc. ASTM D 1248 8" Hiqh-dcnsiN olvcthvirnc i c Polh� Pi c. Ina ASTM D 1248 8" Hi h-dcnsin� ol cth Icnc i c CSR Hvdro Condwt/Pi clinc Svstcros McConncl] Pi c Enlal¢cmcnt ASTM D 1248 PIpCS�TeW�VC* 1 U04/98 E1-31 PVC Cocruqatcd Scwcr Pi c Contcch Conswction Products. Inc Contcch A-2000 Scwcr Pi c ASTM F 949 8" thlu 36" EI-31 PVC Coau¢atcd Scwcr Pi c U onor ETI Com anv Ultra wa ASTM F 949 24" to 36" Onlv OS/��1/�)y EI-- I I'l'C Convcoicd Sa..cr Pipc Diamond Pins[ics Coryontion CORR 21 iST�1 � 9a�> '_�" io 3(" onl. E1-25 PVC Scwcr Pi c Can-Tcs, lndushics ASTM D 3034 4" thlu 12" EI-25 PVC Scwcr Pi c Ccctain-Tced Products Co ASTM D 3034 4" thcu 15" E1-25 PVC Scwcr Pi c Na co Manufacnuinq Co ASTM D 3034, D ll84 q" g g" E1-25 PVC Scwcr Pi c I-M Manufactwin Companv, Inc. ASTM D 3034 4" - 15" 1223/97' E1-27 PVC ScwcrPi c Diamond Plastics Co oration SDR-26 and SDR-35 ASTM F 789. ASTM D 3034 4" thm 15" E1-27 PVC Scwcr Pi c Lamson Vvlon Pi c ASTM F 789 4" dvu 15" E1-25 PVC Scwcr Pi c E�trusion Tcchnoloqics. Inc ASTM D 3034 8". 10" l lll l/98 E1-28 PVC Scwcr Pipc Diamond Plastics Corpomtion "S" Graviri Scwcr Pipc ASTM F 679 18" m 27" EI-28 PVC Scwcr Pi c J-M Manufacnuin Com anv, Inc. ASTM F 679 IS" - 27" 0926/91 EI00-2 Closcd ProFdc PVC Pipc Lamson Vylon Pipc Carlon Vylon H.C. Closc Pmfilc ASTM F 794 l8"[0 48" 11/12/99 EI-29 PVC Tcuss Pipc Contcch Construction Producu, Inc Contcch PVC Truss Pi c ASTM D 2680 8" thmuch 15" I1/17/99 E100-2 Closcd Rofilc PVC Pipc Diamond Plastics Co�poration ASI"M 1803/F794 I8" ro 48" Oi/06/OS EI-'_A PVC Solid Wail Pipc Dfamond Plss�i.s Corporaiion PS �b AST�I F-679 lX" to 13" U127/05 E I?� PVC Sc��cr Fittines Harco SDR-'_6 and SDR35 Ga�Act Fitdnes ASTM D-3n3{ D-1731. c�c 1" - IS' �es/New/Ribbed Open Profile Laz¢e Diameter 0926/9I E100-2 PVC Scwcr Pi c, Ribbcd Lamson Vvlon Pi c Culon Vvlon H.C. Closcd Profilc Pi c. ASTM F 679 18" to 48" 0926/9l E100-2 PVC Scwcr Pi c. Ribbcd Ecnusion Tcchnolo¢ics, Inc. Ultra-Rib O cn Profilc Scwcr Pi c ASTM F 679 18" to 48" E100-2 PVC Scwcr Pi c. Ribbcd U onor ETI Com anv Pioes/Rehab/CIPP Curcd in Placc Pi c Insituform Tcxark ]nc ASTM F 12I6 OS/03/99 Cumd in Placc Pi c Nabonal Emimtcch Grou Nalional Lincr, (SPL) Itcm #27 ASTM F-I216/D-5813 0529/96 Cured in Placc Pi c Inlincr USA Inlincr ASTM F 1216 Pipes/Rehab/Fold & Form Fold and Fortn Pi c Cullum Pi c Svstcros, Inc. I I/03/98 Fold and Fortn Pi c Insitufo}m Tcchnoloqics, Ina Insituform "NuPI c" ASTM F-1504 Fold and Fo}m Pi c Amcrican Pi c& Plastics. Inc. Dcmo. P osc Onl.� 12/04/00 Fold and Fo'm Pi c Ultralincr Ultralincr PVC Allov Pi clincr ASTM F1504, I891, 1867 06/09/03 Fold and Form Pi c Milbr Pi clinc Co . EX Mcihod ASTM F-1504, F-1947 U to 18" diamctcr Pipe Enlaz�ment Svstem (Method) PIM Svsmm PINI Co oration Poh�cthvlcnc PIM Co .. Piscam Way. NJ. A rovcd Prcviousiv McConncll Svstcros McLat ConsWction Polvcthvlcnc Houston. Tc�as A rovcd Prcciousk TRS $ystems Trcnchlcss Rc laecmcnt Svstcm Poh�cthvlcnc Calqarvrv. Canada A rovcd Prcciousk Pipe Casina SDdCCiS I1/04/02 Stccl Band Casing Spaccrs Advanccd Products and Systcros, Inc Carbon Smcl Spaccrs. Modcl SI 02/02/93 SGtinlcss Stcd Casing Spaccr Advanccd Pmducts and Systcros, Inc Staic�lcss Stccl Spaca. Modcl SSI 0422/87 Cuing Spaccrs Cascadc Watcnvorls Manufac[wing Casing Spacccs Coatines 0225/02 E o�v LininG Svstcm Saucmiscn, Inc SmvcrGard 2IORS LA CounN #210-1 �3 l2/I4/01 E m�v Linin Svstcm Rinkcr Matcrials Ertcch 2030 and 2100 Scrics U+� I ai05 Iomnor Ductilc lmn Pipc Coatinc Indumn Protccio 10 I AST:vI B-1 L7 Ductilc lron Pipc Onh Prepared by dtownsl 9/15/2011 Page 2 ciry OF FORT WORTH'S UPDATED: 3-22-10 STANDARD PRODUCTS LIST Prepared by dtownsl 9/15/2011 Page 3