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Home My WebLink AboutContract 44954� � �, ��' E ;'Y M1 tf2 ��' i F I� �F,� (p �yfy { p ( EF %-S t,s�'^., . H}� ��': 2% '{y i':, ,'a tf. , - ._ �,��-, �' � � � Betsy Price Ivi.ayc�r r - �3 G� �PA�R Ai\T�3 R:�kIA�3I�ITATI�N AT NIl�� L��IOl�� (2013-25) � � r � �,�..��a� Q a � ��'s��F��°f��:.F c��(� { ,Y' �.��t'�.i fa- PAt��.l� �,7� � ��x ��s a �.t, �% � maccaaci:oflF�e,4GGt»3�uY,f:'u("�Jd �j. o��sN VUI�BINVKAUcG�u�n% +�� .��,�.� g � .� G�s l-� A �� ` �--� � tf' � � � .�� FREESE AND NICHOLS, I(dC TEXAS REGISTERED Ef�Git�!EERIf�G FIRM F-2144 ��r g�c�'� C t, C �-- co��► A�QJ�CT I��IAi�1TJ AI. �'OR TI�� C�l'�S'�'�I1C'A ��N C3�+`. �ity �raject Na. �GO1-53959Q-0202403 Tom H.iggins City Manager Dougias W. Wiersig, P.E. Director, Transportation and Puhlic ��Vorl<s Department George Behmanesh, P.E. Assistant Director, Transportatiou and� Public Works De�artnient TN1S COPY FOR: �__ CONTRACTOR CONTRACTOR';�GNDING C0. �CITY SECRETARY ��,_ CITY MANAGER'S OFFICE �,_.EMGINEERIt�tG ON. ,�,_ TIPW • FILE COPY �� 4FFICIAL RECORD cirY s�cRer�R� �i ��A �� -.__..__-�___ _ The City o ort oi __ TRAI'�SPaRT�TION AND PUBLIC WORI�S z�2.� Prepared for f F W -th � P,�CEIVED Ocr �~�2Ui3 M&C Review CITY C�UNCIL AGENDA http://apps. cfwnet. org/council_packet/mc_review. asp?I D=1873... Official site of the City of Fort Worth, Texas FORT `'4'URTi l _� COUNCIL ACTION: Approved on 8/20/2013 DATE: 8/20/2013 REFERENCE NO.: **C-26403 LOG NAME: 20BRIDGE REPAIR 2013-25 CODE: C TYPE: CONSENT PUBLIC NO k, HEARING: SUBJECT: Authorize Execution of a Contract with Gibson �and Associates, Inc., in the Amour�t of $384,245.00 for Bridge Repair and Rehabilitation at Nine Locations (COUNCIL DISTRICTS 2, 3, 4, 7, 8 and 9) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with Gibson awid Associates, Inc., in the amount of $384,245.00 for bridge repair and rehabilitation at nine locations listed below. DISCUSSION: This contract provides for repair and rehabilitation of nine bridges listed below. �unding for this project was part of Fiscal Year 2013 General Fund. BRIDGE OVER Old Denton Road Bridge Henrietta Creek Clinton Avenue Bridge Marine Creek Silver Creek Road Bridge Silver Creek East Northside Drive Bridge (East Crossing) Trinity River East Northside Drive Bridge (West Crossing) Trinity River Beach Street Bridge Trinity River Overton Park Road Bridge Tributary of Trinity River Ranch View Road Bridge Tributary of Trinity River Felix Street Bridge Union Pacific Railroad The project was advertised on May 2, 2013 and May 9, 2013, in the Fort Worth Star-Teleqram. On May 30, 2013, the following bids were received: BID�• Gibson-at�d Associates, Inc. SCR Construction Co., Inc. AMOUNT $384,245.00 $585,690.00 , M/WBE Office - Gibson and Associates, Inc., is in compliance with the City's DBE Ordinance by committing to 12 percent MBE participation on this project. The City's MBE goal on this project is 12 percent. � of 2 8/27/2013 11:04 AM M&C Review http://apps. cfwnet. org/council_packet/mc_review. asp?I D=1873... The City reserves the right to increase or decrease quantities of individual pay items within the contract, provided that the total contract amount remains within plus or minus 25 percent of the contract award. This project is located in COUNCIL DISTRICTS 2, 3, 4, 7, 8 and 9, Mapsco 7R, 62F, 586, 63J, 62R, 78A, 89G, 89C and 91 J. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the currer�t operating budget, as appropriated, of the General Fund. TO Fund/Account/Centers o: !1 �1 Submitted for City Manaqer's Office bv: Originatinq Department Head: Additional Information Contact: ATTACHMENTS Bridge 2013-25 Map01.pdf BridQe 2013-25 Map02.pdf Bridae 2013-25 Map03.pdf Bridqe 2013-25 Map04.pdf Bridqe 2013-25 Map05.pdf Bridpe 2013-25 Map06.pdf FROM Fund/Account/Centers GG01 539590 0202003 $384,245.00 Fernando Costa (6122) Douglas W. Wiersig (7801) George Behmanesh (7914) � � � � .. . . � �,q . • .R 4 ' ' t ! 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" of 2 8/27/2013 11:04 AM 000000-I TABLE OF CONTENTS Page 1 of 2 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 S�CTION 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 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 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 O1- General Requirements O1 11 00 Summary of Work Ol 25 00 Substitution Procedures O1 31 19 Preconstruction Meeting O l 31 20 Proj ect Meetings O1 32 16 Construction Progress Schedule O1 32 33 Preconstruction Video O1 33 00 Submittals O1 35 13 Special Project Procedures O1 45 23 Testing and Inspection Services O l 50 00 Temporary Facilities and Controls Ol 55 26 Street Use Permit and Modifications to Traffic Control Ol 57 13 Storm Water Pollution Prevention Plan Ol 58 13 Temporary Project Signage Ol 60 00 Product Requirements Ol 74 23 Cleaning O1 77 19 Closeout Requirements O1 78 39 Project Record Documents Division 34 - Transportation 34 71 13 Traffic Control Division 39 — Special (T1rDOT)* 39 104 2015 T�OT Remove Concrete (Sidewalks) — Spec 104-2015 39 104 2027 T�OT Remove Concrete (App Slab) — Spec 104-2027 39 104 2038 TxDOT Remove Concrete (Abutment Cap) — Spec 104-2038 39 403 2001 TxDOT Temporary Special Shoring — Spec 403-2001 CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 000000-z TABLE OF CONTENTS Page 2 of 2 1 39 420 2003 TxDOT Cl C Concrete (Abut) — Spec 420-2003 2 39 420 2029 TxDOT Cl S Concrete (Slab) — Spec 420-2029 3 39 420 2033 TxDOT Cl S Concrete (App Slab) — Spec 420-2033 4 39 420 2034 TxDOT Cl S Concrete Sidewalk (Bridge Sdwik) — Spec 420-2034 5 39 420 2259 TxDOT Cl C Concrete (Sidewalk/Curb) — Spec 420-2259 6 39 429 2007 TxDOT Concrete Structure Repair (Horizontal) — Spec 429-2007 7 39 429 2008 TxDOT Concrete Structure Repair (Vertical or Overhead) — Spec 429-2008 8 39 432 2024 TxDOT Riprap (Stone Protection)(30 IN) — Spec 432-2024 9 39 432 2042 TxDOT Riprap (Stone Type R)(Grout)(18 IN) — Spec 432-2042 10 39 434 2017 TxDOT Sliding Elastomeric Bearing (SE 1) — Spec 434-2017 11 39 438 2010 TxDOT Cleaning and Sealuig Existing Joints (CL-3) — Spec 438-2010 12 39 442 2047 TxDOT Structural Steel (Misc Bridge) — Spec 442-2047 13 39 446 2041 TxDOT Clean and Paint Existing Structure (Sys III) — Spec 446-2041 14 39 450 2044 TxDOT Rail (Pedestrian) (SPL) — Spec 450-2044 15 39 452 2009 TxDOT Remove Rail (Metal Elements) — Spec 452-2009 16 39 454 2001 TxDOT Sealed Expansion Joint (SEJ-A) — Spec 454-2001 17 39 495 2001 TxDOT Raisuig Existing Structure — Spec 495-2001 18 *TxDOT Specifications adopted by the Texas Department of Transportation June l, 2004, are 19 included for this project by reference. All standard specifications included in the Department's 20 Standard for Construction and Maintenance of Hi�ys, Streets and Bridges are incoiporated 21 into the contract by reference. 22 23 24 25 26 27 28 29 LEGEND 39 420 2004 Pay Item Number 39 Ft Worth Division Number 420 TxDOT Item Number 2004 TxDOT Description Number 30 Appendix 31 GC-6.06.D 32 GC-6.07 33 AP-1 34 35 Minority and Women Owned Business Enterprise Compliance Wage Rates Bridge Locations, Quantity Summaries, Plans and Details END OF SECTION CTI'Y OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised November 9, 2011 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 2 3 4 S 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 11 13 INVITATION TO BIDDERS RECEIPT OI�' BIDS Sealed bids for the construction of BRIDGE REPAIR AND REHABILITATION AT NINE LOCATIONS (2013-25), GGOI-539590-0202003 will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throckmorton Street Fort Worth, Texas 76102 until 1:30 P.M. CST, Thursday, May 30, 2013, and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAI., DESCRIPTIO�t OF WORK The major work will consist of the (approximate) following: Project consists of bridge repair and rehabilitation construction. 6 L.S. Raising Existing Struciures 2 EA Temporary Special Shoring 18 EA Sliding Elastomeric Bearings 12 C.Y. Cl C Conc (Abutment) 13 C.Y. Cl S Conc (Slab) 5 L.S. Clean & Paint Exist Str (Sys III)(Bearings) 92 L.F. Sealed Expansion Joint (SEJ-A) 50 C.Y. Riprap (Stone Type R) 120 C.Y. Riprap (Stone Protection) DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthgay.org/purchasin�/ and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Pamela Forehand, 817- 392-7913. City of Fort Worth, TPW, 2"d Floor, 1000 Throckmorton St., Fort Worth, TX 76102. The cost of Bidding and Contract Documents is: $30.00 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: Wednesday, May 15, 2013 TIME: 9.00 A.M. PLACE: Transportation & Public Works, 1000 Throckmorton Street, Room 270 Fort Worth, Texas 76102 LOCATION: Municipal Building, 2°d Floor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 00 11 13 - 2 INVITATION TO BIDDERS Page 2 of 2 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. INQUII2IES All inquiries relative to this procurernent should be addressed to the following: Attn: Tariqul Islam,.City of Fort Worth Email: tariqul.islam@forworthTexas.gov Phone: 817-392-2486 AND/OR Attn: Hyunsik Moon, Freese and Nichols Email: hm@freese.com Phone: 817-735-7367 ADVERTISEMENT DATES May 2, 2013 May 9, 2013 19 END Or SECTION CITY OF FORT WORTH STANDARll CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7uly l, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 00 21 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 9 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 SECTION 00 21 13 1NSTRUCTIONS TO BIDDERS 1. De�ned Terms 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the ineanings indicated below which are applicable to both the singular and plural thereof. 1.2.1, Bidder; Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. 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 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. � . �� • • - - - - - • - . _ - - ' - - .. . � ��_. .. _� . �_ . •. . CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GG01-539590-0202003 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 . . ., o„+ t ,. 2 , 3 , , 4 „� .,,; „i,,, ,, v ��.u�� „ �.a o,a ,„ *�,o ,.� „a �+,- ,.,; ,.�.oa„�� > > 5 6 7 . ' g .,� .,+; o o�a.,�: ,.a; ,�,�.o .-a ,.�., ��,. ,.. , ;i� i,A .,�+� � 9 . , , 10 , 11 ��„f;�;oa ; ,.;�:�,. „�., ,.o .,a,,,:,.,, ,„ �i,o r;�<, r�,,,,.,,.;� 12 13 . . , ��i�-e-� 14 '��,• �• ��i, r � � n � 15 16 4. Exainination of Biddiug and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2, below). No information given by City or auy representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binduig upon the City. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 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. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 42 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 43 the information which the City will furnish. All additional information and data 44 which the City will supply after promulgation of the formal Contract Documents 45 shall be issued in the form of written addenda and shall become part of the Contract 46 Documents just as though such addenda were actually written into the original 47 Contract Documents. No information given by the City other than that contained in 48 the Contract Documents and ofiicially promulgated addenda thereto, shall be 49 binding upon the City. 50 CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS GGOl-539590-0202003 Revised July 1, 2011 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 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 4.1.6. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary far fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification o£ 4.2.1. those reports of explorations and tests of subsurface condiiions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general infonnation only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. CTI'Y OF FORT WORTH STANDAkD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work requu•ed by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Docuinents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved tlu�ough the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufiicient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Worlc, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for 22 access thereto and other lands designated for use by Contractor in perfoi7ning the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessaiy right- 32 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CITY OF FORT WORTH BRIDGE REIIABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-539590-0202003 Revised Jnly 1, 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 49 50 51 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 clarifications will be without legal effect. Address questions to: City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Attn: Tariqul Islam, City of Fort Worth Fax: 817-392-8092 Email: tariqul.islam@fortworthTexas.gov Phone: 817-392-2486 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda ar clarifications may be posted via Buzzsaw at <I��sert Link to Docunzents>. 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 will 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 maximum 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 satisfied. 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 iinal contract execution. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. CI'I'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 BRIDGE REHABILITATION (2013-25) GGOI-539590-0202003 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or-Equal" Iteins 5 The Contract, if awarded, will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or "or-equal" items. 7 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 8 equal" item of material or equipment may be fizrnished or used by Contractor if acceptable to 9 City, application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submission of any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General 12 Conditions and is supplemented in Section O1 25 00 of the General Requirements. 13 14 11. Subcontractors, Suppliers and Others 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 11.1. In accordance with City Ordinance No. 20020-1 2-20 1 1 (as amended), the City has goals for the participation of minority business enterprises in City contracts. A copy of the Ordinance can be obtained fi•om the Ofiice of the City Secretary. The Bidder shall submit the MBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form (with "documentation) and/or Joult 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 shall 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. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which the Bidder proposes to do the work contemplated or furnish 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 govern. 45 12.3. Bids by corporations shall be executed in the corporate name by the president or a 46 vice-president or other corporate officer accompanied by evidence of authority to 47 sign. The corporate seal shall be affixed. The corporate address and state of 48 incorporation shall be shown below the signature. 49 CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-539590-0202003 Revised July 1, 2011 00 21 13 - 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 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 frm 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. 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The ofiicial address of the joint venture shall be shown. 12.8 12.9 All names shall be typed or printed in ink below the signature. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be iilled in on the Bid Form. 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 — Vendar 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. Modi�cation and Withdrawal of Bids 14.1. Bids addressed to the City Manager and filed 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 time 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 iiled may, at the option of the City, be returned unopened. 14.2. . Bidders may modify their Bid by electronic communication at any time prior to the time set for the closing of Bid receipt. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-539590-0202003 Revised July 1, 2011 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any) will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and deliveiy of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 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 17. Evaluation of Bids and Award of Contract 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 colui� 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 contraet, 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 major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization, work of a value not less than 50 35% of the value embraced on the Contract, unless otherwise approved by the City. 51 CTfY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 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 20 21 22 23 24 25 26 27 28 29 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 award will Ue 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 formal 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, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I BRIDGE REHABILITATION (2013-25) GGOI-539590-0202003 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page I 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 SECTION 00 35 13 CONFLICT OF 1NTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also refen•ed to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to coinplete Conflict of Interest Questionnaire (the attached CIQ Fonn) and Local Govenunent Officer Conflicts Disclosure Statement (the attached CIS Foi7n) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretaiy the required documentation and is eligible to bid on City Work. The referenced foims may be downloaded from the website links provided below. http: //www. ethics. state, tx.us/fonnslCIQ . p df http: //www, ethics. state, tx.0 s/foi7ils/CIS .�df CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Fonii is being provided to the City Secretary � � � � :111 ' �<Y� S��t �- ��'S�OG !� L'�r�, a�.. By: � c G! t� w, f(� �,b S os-t Company (Please Print) � O, (Z'oX S�oS 7�' Signature: -�/�-- � _ Address i � l`� S�•''°��"t S �'/ � Z31�� -457 �` Title: �'r- S�' c�� -� City/State/Zip (Please Print) CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20ll BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 00 35 13 - 2 CONFLICT OF INTEREST AFFIDAVIT Page 2 of 3 ��r�� F ��r��°r ��r��ic��r�� E Fc�� v��l�ir �� i�� @��rss�sn �tain� (�usi��ss �ittt ]s�c:��1 �ir,��rt��a��nt�! �ratik�;� TF�t� �u�sEf�nn�trs re�ie�^Ea c'hafl�� anst&� i+� th� �a��r t�y H.g. -1�'t, H4�ar l�g�, ReQular Sasff7Un. -�fzi� e�uzst�crn:�ire is L��m� fii� in ��:�,rdasriae �t�ith �.h��':er7 t�, �c�^.,aE �c+vema��nfi�ada �,� � Frerscntiv�� h:.as a busis�ess r�9�,ilcrship as �efinFd F�y ��ctior� � f�3.�7��1-a}�arti� � 1+7ca1 �•�ern:rrwr�t�E e:��it}� a�s� th� p�rsorr €�a�f5 €�r{uirzmzn� u<:,dar�crr�n 1 a�t�.GO�(ay. E�1 iaw 4�i-> �ue�nr�sire r�t�s_ �a iled �b;th �ha_ €ncarxfs �dmin=str°.at�r �; ihe ic,_a[ r��.�-m�tSan�E �n E�� €�+'". [�ter�-aan �-cp ?#�-� ausin�ss �:�� a�� Et�e �:�t� ^;hg �ersr;€� h.�r�r�es �tiv �rz � �a�#s th_a%�quieeh�s,':at�mpn��r��efil�d_ ��e.��aar�`17�5_Gti�,Lc,^.a[�c,�:eraiera�s�t�c�'�. �. pers�n c�;r�m�ts ;�ra oi%n�n it t�� ss�r� �n��n�,y e�i�1�`�s ,�-��ti�e� '1��_i��, L��I � cu��rr,m�n� God�. An: ��F�ns� �n�erihis s�cticn is a'I:�ss C m��rr,�an�� F�;�rr,e af�rs�on v� ho tias � F�us'xn�:ss e�(af�Q�shi� uaitfi3�c-�1 �ave€a5meaata� ent'�E�+. �<��i4uc J• �6�So� ❑ ChecMEh€sbc�xiFyo�sar�filingasau�adate�aapresr�c�aEsfy�ele�lyu�stioonaire. {�FFiGE �fSE �iF�L'Y v�,m �-�-�r,��€ (Th� las*r r�qv„res th�t y�u fiI� a� up�ated e�m�fe�ed �u�st�an�ai.iQ �i€h 9h< a�r�:rc�ariate �if:Fng authc�.itgr:nci fat_: if�an �h� rth t,us:�F:�s< cf-�y ��r 8he efa�� ihe o�.��=� %� z�uQs�ianr,aire ��r�mEs inr�mpiet� cxr �n;��.� �e uf]�fi-at�;a�rerr,r��f of%r w�thwtaam fii�rFe�� empdoXa€ier�E crc business €�laC��aesh�p_ vG �� P��e 4f £?fFs�r 1"h�� se�t�an {ifccan 3 inc«u�ing �r�parts fi, �, �� i�� t��^s[: �e �umpl�� f�r =�ch cr�fi�er r��'!h vihorn �� t,lEr ha� �� •npl�ym�nt �u c<a�; ��sin�ss r�lat�;r�hip as d� 3n�d �a�r �e�li�n t't�.��`B-��, L��a! ��-€sen't �crd�� ,�t� �ddit�aJ�i �iages te� this Fca*� �)t1 �s n��ss��. Fc. Is ifi� t�c:� ��emrr��safnc� nani�s! in ihis ��o#ian re�i�ing ar likei� �a r�� t��able inecm�, ath�r 3han i�t+��nt. �rn_, from �fi� filer a` � �uEsrior�nair�" �i, �� . Is �� rler �� tha �ues#ior,naire s� ei a.�:;� c� fik,_'y E� rec�ve t�xab`4� �.,r�, �th�r than insr�s�,��sst incor�, frc,r� nr at � �rR�iicn �f f�� :� ��Pn� ��r narer� i� t�ss s�..iion ,hJ�� }� �abis in�carn_ �s n�: r�c�iv� fr�n t�= �oe�i �:�vernrs=,�,�#al �ntitya ��G � �� . �s Ehs fit� af ih� que�4n�€:�.� e�ployed ky a c�rgs�ra�c�n or �the� Es�siness entily iv�th res�st. �g �icfi #he l�_� �rernra�# c xir�e sersr� as ��^ec csr dit�cior, cr haf�l� ars ot�s€�,�hip r,f �� nc ar ra�are? u (�. C7 �� Ca. �i�s;ribe �a�ch emp}o�tn�nt ar tsusiness refaEio�ship with the focal g��em�n� o£fic�r nam�s! � t�s sec�ion. � ��/U �' � yk�iat�ra s9 p� ''r� bt�n�� sti9ft� �e gm�vmtra_r,t�l �11i� S-�F ��3 �� AA€6��eti �i2qP2t7�77 CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 003513-3 CONFLICT OF 1NTEREST AFFIDAVIT Page 3 of 3 ��1_ �+�t+'��+3��;�f C��'t�E� F��:� �I ��t�L[�`i� Ci(��Li��Ji�� °��"��i� (Ir,s°n�G'ic sa..�e�_�ri�ple°inganr��fi#i.rr�thi�fvrmaregm•vi�.�d�nt'her-;r�t��r�e•p �hf*s ��aliannatr� r�,"tnatr: cti�n�ea ��;�� t�, �� 9a:� byt Gi.e. ��-:s1, a��Eh �e;�., R�gut�E se�El�,n. � TF�is :s tf-�F r„aare tc� 1�-ae 3o�ragr��_e t�.�cal gou•�ra-�mFn�l �rat�ty �}-�a€ tha Fa;i::vin� Ic�;,�l �au�mn-�ar,t �!�i�:=�r t�as ka�ame ��n,•�re �a� fa �Es tinat r�qui�� the c�;cer tr �sl� this stat�s;�nt =� hr_._�>�:� ir� aa��rd �n�� ui�h �i�a�ter '17�3, Lc�:al' s� �v��e�r�nt �-r��- Y Rl�m�r�#Lm�al�,osrernni��t�C�if'icer � �E�ie� i�eEd � t�arc�e af pers�n s9esc�i�e�i �p ;�ativa�s j76_Q��a} and 1T6:bt13(�). Looal G�awer�rr,enE Cmde 4 Q�sc�iptia€s �af tha n3ture ��td extentaf Empfayr�er�E or okher 3�usiness eeEa�a�snsfiip +arith p�rsora named ie� i�em �. ��ist giits a��pE�t� by tit� i�cal {�trve►��nen� �f6i�er �nti any Farr�ity mp�h�rR �xcLutieng. gi�s z%sar"t6td f�y �a�etit�n 9i�r.0�3�a-��. a#ag��e{�ate kalue etf �h� 8ifts acce�a�ediftflm peeson raa€neri'�n iterr� � ex�eed �25�1 d�cin� #he i�-m�nth p�riad s9escra�ed by S��fi�n i76:C�b3��)�2�gE3� 0�6� � i�i.4�eep.9ed ��s��i�9�gn �� G§ft D�te �i;�Accept�d L?�scri�ti�.� �f �'rfti ��te � if� ric�:�p��d [��s�r�pii�;�n af �asfi (a�t�a�h additic�i�I �ar�s �� n��ss�� f;EF1D1t4�iT [�eear ur�cNr p�alt� o' p�rJu�+ �hat th� ab�e �L��n��i Is �� a�rt c�r�E. � a�Knima.F� �ai �tue rliscie��re app7�s f�� a�a�ily �nerri�er i:a� d�flr�tl Gy ��":P�n 1; 6.b1f (2j, �.a�aP ��aa�ern€rtt�ri �c��; s� ih� Ct� g�+ee,�rr+.r�rt �inr,�:. f a3r,� a�:na�,�d�� t� :�s s�i��ne�t CJ'e�IS eh*. 12-11'll£'A'i11! �?(� tliESCi'�3�� S'ij' e:'?911CN3 1 P�"a.Q�l;Sje�; L��fiss: ��'Uci.i:T'CIE�'it I::tf�'. ylgna�-�r� ai L�ac� ��ax�m,�nk �Ir� �v.='sti% 316TA�'eX .'µ,;.eiYAP 1 �:z[.tit �,P,�C^w'� �avamtrsars�sub�:cr#at�dbe�'�eertt..trg�ihe�:.,�isG itvit:hr da}+ af. �i� . Pm �cati�'Y'�.'t�eh. wfinr.s m7"hsrrc€ antE r:ca7 a•5 �fllce. cl�rsa!weatoiti�ceear�t�lr.£�e�rap�at�t Palr�int4natts�,n�aficacac�rnintst�Y.�p+�t�i '�y'��g��r�dmknl^.k�dnfloaih AJopt�� t16��707 END OF SECTION C1TY OF FORT WORTH BRIDGE REIIABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-539590-0202003 Revised Juty 1, 2011 00 41 00 BID FORM Page 1 of3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Ttuockmorton Street City of Fo�t Worth, Texas 76102 FOR: BRIDGE REPAIR AND REHABILITATION AT NINE LOCATIONS (2013-25) City Project No.: 539590-0202003 Units/Sections: BRIDGE REPAIR AND REHABILITATION 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreeirient with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and CerHficafion 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 ce�tificate meeting all requirements within 14 days of notification of award. 23. 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 confornuty 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 coirupt, 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 deh-iment of City (b) to establish Bid prices at artificial non-competitive ]evels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harnung or threatening to harm, directly or indirectly, persons or their properry to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH . STANDARD CONSTRUCTION SPECIFICATION DOCUIvTENTS Fonn Revised 20110627 Copy of 00_41_00_00_42_43_00_43_13_00 43_37_Bid_Form-Proposal-Bond_Vendor Compliance(1).xls 00 41 00 BID FORM Page 2 of 3 � •�If}�I�lE-[i��1071 �kie-�idder-ac-lc�iewle�es El�at-t{ie-feAer�=iiig-��e�lc-t�es-+nast ve-�eFfe�ed-eH�Y-��e�a�i€e� seet�eter�axd-sr�ee�Etaeter�s; a. b. c. d. 4. Time of Completion 4.1. The Work will be complete for ' Final Acceptance witiun 150 days after t(ie date �vhen tl�e the Contract Time commences to run as provided in Paragrapli 2.03 of tlie General Conditions. 4.2. Bidder accep[s the provisions of the Agreement as to liquidated datnages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attaclied to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form 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 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. gr•e�tta�i��a�iefr$tate�te�i� SecYiex-A9-43-�� g. Conflict of Interest Affidavit, Section 00 35 13 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 tlus 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 tliat 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 Guantities shown in this proposal and then totaling all of the extended amounts. " '/ J )G Total Bid � ,� � �� `�' � y � $g;8� 7. Bid Submittal This Bid is submitted on ;. ,�(y�c�A��u ',�� . ; by tl�e entity named below. _� CITY OF FORT WORTH STANDARD CONSTRUCI'ION SPECIF[CATION DOCUMENTS FoanRevised20110627 Copyof00_41_00_00_42 43_00_43_13_00_43_37_Bid_Form-Proposal-Bond_Vendor Compliance(1).xls Respectfully submitted, By: � � � (Signature) r . '�L��IG.�t. '�� =fc� t?��_' (Printed Name) Title `3��s�,�', �'�� Coinpany #�!;�s �;�p�f��i:i� �'r'�'��!'-+""+s-��` �;�' Corporate Seal: Address: State of Incorporation: �`�c��".C�';;� Emazl �i�t�3�£��£��:(��r��"�,��'�G" �.G°.� < Phone 5 t".i��f %'��e"['I��: ��- ..�� j .- , . �i END OF SECTION 00 41 00 BID FORl�t Page 3 of 3 CITY OF FORT WORTH ' STANDARD CONSTRUCTION SPECIFICATION DOCLtMENTS Fonn Revised 20t 10627 Copy of 00_41_00_00_42_43_00_43_13_00_43_37_Bid_Form-Proposal-Bond_Vendor_Compliance(1).xls 00 42 4J BI� PROPOSAL Page 1 0(1 s�cTioN oo az as PROPOSALFORM rrj►N��r- : � Bidder's Application Project Item Informalion � Bidders Proposal Bidlist Description Specification TxDOT Ilem Unit of Bid Unit Price Bitl Value Item No. Section No. No. Measure Quantity O1-GENERAL 1 0135.0101 RAILROAD COORDINATION 01 35 13 LS 1 34 - TRANSPORTATION 2 3471.0002 PORTABLE MESSAGE SIGN 34 71 13 WK 4 39 - SPECIAL (TxDOT) 3 39.100,20(5 REMOV CONC (SIDEWALKS)- TxDOT Item 104 104-2015 SY 39 4 39.100.2015 REMOV CONC (SIDEWALKS)(�. Noriliside Dr)- TxDOT Item 104 104-2015 SY I 5 39.104.2029 REMOV CONC (APP SLAB) - TxDOT Item 104 104-2027 SY 49 6 39. (04.2038 REMOVE CONC (ABUTMENT CAP) - T�cDOT Item 104 104-2038 CY 8 7 39.403,2001 TEMPOItARY SPECIAL SHORING - TxDOT Spec Item 403 403-2001 EA 2 8 39.420.2003 CL C CONC (ABUT) - TxDOT Item 420 420-2003 CY 12 9 39.420.2029 CL S CONC (SLAB)- Tr.DO"C Item 420 420-2029 CY 13 10 39.420,2029 CL S CONC (SLAB)(E. Nodhside Dr) - T�OT Item 420 420-2029 CY t I I 39.420.2033 CL S CONC (APPR SLAB) - TxDOT Item 420 420-2033 CY 12 12 39.420.2034 CL S CONC SIDEWALK (BRIDGE SDWLK) - TxDOT Item 420 420-2034 CY 5 13 39.420.2259 CL C CONC (SIDEWALK/CURB) - T�OT Ifem 420 420-2259 CY 12 14 39.429.2008 CNC STR REP (VERTICAL OR OVERHEAD) - TxDOT Item 429 429-2008 SF 16 I S 39.432.2024 RIPRAP (STONE PROTECTION) (30 IN) - TxDOT Item 432 432-2024 CY t20 16 39.432.2042 RIPRAP (STONE TY R) (GROUT) (18") - T�cDOT Item 432 432-2042 CY 50 17 39.434-2017 SLIDING ELASTOMERIC BEAR (SE 1) - TxDOT I[em 434 434-2017 EA I8 18 39.438.2010 CLEAN AND SEAL EXIST )OINTS (CL-3) - T�cDOT Item 438 438-2010 LF 540 19 39.442.2047 STRUCTUI2AI. STEEL (MISC BRIDGE) - T�cDOT Item 442 442-2047 EA 7 20 39.446.2041 CLEAN & PAINT EXIST STR (SYS III)(Bearings)- T�cDOT Item 446 446-2041 LS 5 21 39.450.2044 RAIL, (PEDESTRIAN) (SPL) - T�cDOT Item 450 450-2044 LF 30 22 39.452.2009 REMOVE RAII, (METAL ELEMENTS) - TnDOT Item 452 452-2009 LF 30 23 39.454.2001 SEALED EXPANSION JO WT (SEJ-A) - T�cDOT Item 454 454-2001 LF 92 24 39.495.2001 RAISING EXIST STRUCT - TxDOT Item 495 495-2001 LS 6 TOTAL BID CITY OF FORT WORTH � STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fo`mRwised20ll0627 Copyof00_41_00_OD_42_43_00_43_13 00_43_37_8id_Form-Pmposal-Bond_Vendor_Compiianct(I).xis 0o az as BID PROPOSAL Pngc 1 0( I S�CTION 00 42 43 PROPOSALFORM '• : 1 Bidder's Application Project Item Infonnation Bidder's Proposal Bidlist Description Specification TxDOT Item Unit of B�d Unit Price Bid Value Item No. Section No. No. Measure Quantity 01-GENERAL 1 0135.0101 RA[LROAD COORDINATION 01 35 13 LS 1 $2,200.00 $2,200.00 34-TRANSPORTATION 2 3471.0002 PORTABLE MESSAGE SIGN 34 71 13 WK 4 $800.00 $3,200.00 39 - SPECIAL (TxDOT) 3 39100.2015 REMOV CONC (SIDEWALKS)- TxDOT [tem ]04 104-2015 SY 39 $I20.00 $4,680.00 4 39.100.2015 REMOV CONC (SIDEWALKS)(E. Northside Dr)- TxDOT Item 104 104-2015 SY 1 $200.00 $200.00 5 39.104.2027 REMOV CONC (APP SLAB) - TxDOT Item 104 104-2027 SY 49 $120.00 $5,880.00 6 39.104.2038 REMOVE CONC (ABUTMENT CAP) - TxDOT Item 104 104-2038 CY 8 $2,000.00 $16,000.00 7 39.403.2001 TEMPORARY SPECIAL SHORiNG - TxDOT Spec Item 403 403-2001 EA 2 $25,125.00 $50,250.00 8 39.420.2003 CL C CONC (ABUT) - TxDOT Item 420 420-2003 CY 12 $2,350.00 $28,200.00 9 39.420.2029 CL S CONC (SLAB)- TxDOT item 420 420-2029 CY 13 $700.00 $9,100.00 IO 39.420.2029 CL S CONC (SLAB)(E. Noithside Dr) - TxDOT Item 420 420-2029 CY l $1,500.00 $I,500.00 t I 39.420.2033 CL S CONC (APPR SLAE3) - TxDOT Item 420 420-2033 CY 12 $700.00 $8,400.00 l2 39.420.2034 CL S CONC SIDEWALK (BRIDGE SDWLK) - TxDOT Item 420 420-2034 CY 5 $525.00 $2,625.00 13 39.420.2259 CL C CONC (SIDEWALK/CURB) - TxDOT [tem 420 420-2259 CY I2 $525.00 $6,300.00 14 39.429.2008 CNC STR REP (VERTICAL OR OVERHEAD) - TxDOT Item 429 429•2008 SF t6 $225.00 $3,600.00 15 3R432.2024 RIPRAP (STONE PROTECTION) (30 IN) - TxDOT [tem 432 432-2024 CY 120 $200.00 $24,000.00 16 39.432.2042 R[PRAP (STONE TY R) (GROUT) (18") - TxDOT Item 432 432-2042 CY 50 $525.00 $26,250.00 17 39.434-2017 SLIDING ELASTOMERIC BEAR (SE t) - TxDOT Item 434 434-2017 EA 18 $G50.00 $11,700.00 18 39.438.2010 CLEAN AND SEAL EXIST JOINTS (CL-3) - TxDOT Item 438 438-2010 LF 540 $26.00 $14,040.00 l9 39.442.2047 STRUCTURAL STEEL (MISC BRIDGE) - TxDOT [tem 442 442-2047 EA 7 $4,200.00 $29,400.00 20 ' ' 446-2041 I.S 5 $10,000.00 $50,000.00 21 39.4502044 RAIL (PEDEST2IAN) (SPL) - TxDOT Item 450 450-2044 LF 30 $325.00 $9,750.00 22 39.452.2009 REMOVE RA[L (METAL ELEMENTS) - TxDOT Item 452 452-2009 LF 30 $5.00 $150.00 23 39.454.2001 SEALED EXPANSION JOINT (SEJ-A) - TxDOT Item 454 454-2001 LF 92 $85.00 $7,820.00 24 39.495.2001 RAISING EXIST STRUCT - TxDOT Item 495 495-2001 LS 6 $I I,500.00 $69,000.00 TOTAL BID $384,245.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fomi Revised 20110627 Bid Fomi Bridge Repair & Rehnb {i%� 9 t.ocnlions 2013-25 00 43 13 BID BOND Page f of 1 I{NOVV ALL BY THESE PRES�NTS: Company Name Here That we, (Bidder Name) Company Name Here l�ereinafter called the Principal, and (Surety Name) ,�,,�ti�r �,��,� ��,;�Y; �� a corporation or �nn duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and finnly bound unto the City, hereinafter called ttie Obligee, in the sumof �,��-tiv.�t€�`��;�� r�4��Ic�U � �'-;and No/100 Dollars ($ �-` ,��: � ts.�a,�� 1� s-�=r� �;.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 several(y, finn by these presents. WF3EREAS, the Principal has submitted a proposal to perfonn work for the following project of the Obligee, identified as BRIDGE REPAIR AND REHABILITATION AT NINE LOCATIONS (2013-25) _ 0 � NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into tl�e Contract in writing with the Obiigee in accordance with the terms of such proposal, then this bond sliall be null and void, ff the Principal fails to execute such Contract in accordance with the tenns 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 tlie 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 befween Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this By: *By: SECTION 00 43 13 BID BOND day of (Signature , 2013. of Principal) � ; . - �� - �Sua��t3�Naine�iere � - - _ � __ _ �.., .. _ _ (Signature of Attorney-of-Fact) *Attach Power of Attorney (Surety) for Attorney-in-Fact END OF SECTION finpressed Surety Seal Only CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCU1vtENTS Form Revised 20I10627 Copy of00_41_00_00_42_43_00_43_13_00_43}7_Bid_Foim-Proposal-Bond_Vendor_Compliance(1).�cLs 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 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 �U S�CTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as ainended, Contractor certifies that it provides worker's coinpensation insurance coverage for all of its employees employed on City Project No. GGO1-539590-0202003 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CK�J►Y_1�7r 1� CI �7� C.�i�s� ,� t�%SS�ci�-��s;-�lr� . By: �i>�llr�.k J� Co�'l, so�� Company . (Please Print) � c�. �ox Q�6os7i Signature: ,,,�� Address �q �c � S�� v�,L� �X 7S��o -�� Title: ��' pSi�P a� City/State/Zip (Please Print) THE STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared Gc�� i��' �.-, J- G�6sd--� , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of '��Ysr��e« � for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY IIAND AND SEAL OF OFFICE this a 4'`�'� day of /-� ��Sc�. s �F , 20/3 . (j'u__` o�� . �.l�,t�-�/-.fs.r� Notary Public in and for the State of Texas END OF SECTION `=QipRYPUQ��r PAM N. DAVIS �: Notary Public, State of Texas ? ' •y; My Commission Expires '��i��F�F�E:��` March 30� 2�� punP�� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3 Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 004539-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page I of 1 1 5ECTION 00 45 39 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000 then a MBE subcontracting goal may 5 be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. 12 13 MB� PROJECT GOAL 14 The City's MBE goal on this project is 12% of the total bid (Base bid applies to Paf•ks ancl 15 Cona»zunity Sen�ices). 16 17 COMPLIANCE TO BID SPECIFICATIONS 18 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 19 required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of 20 the following: 21 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 22 2. Meet or exceed the above stated MBE goal through MBE Joint Venture documentation, or; 23 3. Good Faith Effort documentation, or; 24 4. Waiver documentation. 25 26 27 28 29 30 31 32 33 34 35 36 Failure to comply with the City's Business Diversity Enterprise Ordinance, shall result in the Bid being considered non-responsive. Any questions, please contact the M/WBE Office at (817) 212- 2674. SUBMITTAL OF REQUIltED 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 docurnentafion 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 docuinentation in the time allacated: A f�ed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) working days after the or exceeded: bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) working days after the Utilization Form, if participation is less than bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) working days after the Utilization Form, if no MBE participation: bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if iu-m will received by 5:00 p.m., five (5) working days after the perform all subcontracting/supplier work: bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) working days after the to meet or exceed goal, bid opening date, exclusive of the bid opening date. 37 38 END OF SECTION CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised �5/30/12J BRIDGE REIIABILITATION (2013-25) GGO1-539590-0202003 00 52 43 - 1 Agreement Page 1 of 4 S�CTION 00 52 43 I u 2 TAIS AGR��MENT, authorized on Au�ust 20, 2013 is made by and between the City of Forth 3 Worth, a Texas home rul�municipality, acting by and through its duly authorized City Manager, 4 ("City"), and GIBSON �kB ASSOCIATES, INC., authorized to do business in Texas, acting 5 by and through its duly authorized representative, ("Contractor"). 6 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 7 follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10 Project identifed herein. 11 Article 2. PROJECT 12 13 14 15 16 17 18 19 The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: BRIDGE REPAIR AND REHABILITATION AT NINE LOCATIONS (2013-25� GGO1-539590-0202003 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 20 3.2 Final Acceptance. 21 The Work will be complete for Final Acceptance within 150 days after the date when the 22 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 23 3.3 Liquidated damages 24 25 26 27 28 29 30 31 32 33 Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Fifly Dollars ($650.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 BRIDGE REHABILITATION (2013-25) GGO 1-539590-0202003 005243-2 Agreement Page 2 of 4 34 Article 4. CONTRACT PRICE 35 City agrees to pay Contractor for performance of the Work in accordance with the Contract 36 Documents an amount in current funds of THREE HUNDRED EIGHTY FOUR THOUSAND 37 TWO HUNDRED FORTY FIV� DOLLARS AND ZERO CENTS ($384,245.00). 38 Article 5. CONTRACT DOCUIVI�NTS 39 5.1 CONTENTS: 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: 42 1. This Agreement. 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation A�davit i. MBE Commitment Form 3. General Conditions. 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 65 66 67 68 69 70 71 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 00 52 43 - 3 Agreement Page 3 of 4 72 Article 6. IND�MNIFICATION 73 74 75 76 77 78 'i9 80 81 82 $3 84 85 86 87 88 89 90 91 92 93 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the coutractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemniiication nrovision is specifically 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, by any act, omission or ne�li�ence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its of�cers, 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 urovision is s�pecifically intended to operate and be effective even if it is alle�ed or proven that all or some of the dama�es beinE sought were caused,, in whole or in nart, bv any act, omission or ne�ligence of the city. Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other parly hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of 111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-539590-0202003 Revised November 09, 2011 00 52 43 - 4 Agreement Page 4 of 4 113 7.6 Other Provisions. 114 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 115 classified, promulgated and set out by the City, a copy of which is attached hereto and 116 made a part hereof the same as if it were copied verbatim herein. 117 7.7 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly �- 119 authorized signatory of the Contractor. 120 121 IN WITNESS WI-IEREOF, City and Contractor have executed this Agreement in multiple 122 counterparts. � 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). . 125 Contractor: City of Fort Worth ��a -�- /�sSoc�a-E�s, T-,.�� / BY: �S'!A� � Fernando Costa By: Assistant City Manager (Si ture) �1 Date /l��3 r� „ � / ��//au��• �d So r! Attest: (Printed Name) City S� (Seal) Title: ��si�,o� -z� 126 127 128 129 130 131 132 133 134 135 Il I l' Address: �/�'4. /�,Y ,�nos? r M&C C-2 tv`-�!'� Date: � 20 /� �� p��w �� o�� OOOD � �� City/State/Zip:��c� S��icy�s��X7Sij� DS�S Approved as to Form and Legality: �'� F�- e 3 /'j/1�t, L�u LCc n'l. '� / Date De . k/'r( � lc �'Y1 • �< 7� Assistant City Attorney APPROVAL RECOMMEND�D: t..J . � Douglas Wiersig, P.E DIRECT , Transportation and Public Works CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 09, 2011 QF�ICIAI� ��f�D �IT�' ��c�£�C„`!il.lit�,.��' '�� 7iY, ti i`i1;E,'I��-IA ATION (2013-25) '-539590-0202003 Bond No. $232-?7-23 006tl3-t PEI2POKMANC� BOND Page 1 of2 1 2 3 4 5 6 7 SECTiON UO 61 13 PERFOR.MANCE BO�ID '�'HE S�'ATE UF TE�,A,S § § COUNTY OF TA,�t�EtAN'�' § �. That we, Gibson & Associates, Inc. KNOW ALL BY THESE Y�tESENTS: known as "Principal" herein and 8 Federal Insuxance Compax�y a corporat� surety(sureties, if tnorre than 9 o�ne} duly authorized to do busizzess in the State of Texas, kziown as"Surety" hereun (whether one 10 or more}, are held and fumly bound unto the City of �ort Worth, a municipal corporation created 11 pursuant to the Eaws of Texas, known as "City" herein, in thc penat sunn of, '�'HI2]�E HiTNDRED [ 2 EIG�I'�'Y FOUR Ti�0U8� 'X'V�VO HUNDRED FORTX' FIVE DOLLARS A.ND ZERC) 13 CEN'�S $384 45.00 Iawful money of the Uni#ed States, to be paid in Fort Wartta, Tarrant 14 Caunty, Texas for the �pa�rn�nt of�which sum welt and truly to be made, we bind ourselves, our 15 heirs, executors, administrators, successars and assi�ns, joi�ntly and severally, firnn�y by these 16 p�esents. 17 WHEREAS, the P�incipa( has entered into a certain written contract with the Ciiy 18 awarded the 20 day af Au ust 2013 which Cont�rract is hereby referred to and made a part hereof 19 for a11 purposes as if fupy set forth herein, to fi�rnish all materials, equipment labor and o#her 2U accessories defined by law, in the prosecution of the Work, including an.y Chazige Orders, as 2 t provided for in said Coz�tract designated as BRIDG� REPAIR AND RE�-I.A,BX�.ITATION AT 22 N�I� LOCATIONS (24�3-25), GGO1-53959Q-02U20d3 _ 23 NOW, THERETO�, the condition of tt�is obligaEion is such that if the said Principal 24 shall iaithfulty p�rform it obligations under the Contract and shall i� aii respeets duly and 25 faithfully perfoz�;r► the VVork, includiz�� Change �rders, under the Contract, according to the plans, 26 spepi�c�tions, and contract documents therein referz�ed to, and as well du�ing any period of 27 extension of the Contract that may be granted an th.e part of the City, then this obligation sha�i be 28 and become null and void, otherwise to r�rn�in in full force and effect. ' 29 30 3l PROVID�D F[TRTIIER, that if any legal action b� filed on this Bond, venue shalt tie in Tarrant County, Texas or the Urtited States District Court far the Northern District af Texas, Fort Wortb Division. C1TY OF FORT WqR7N ST�lNDARD CONSTRUCTtON SPECIFICA'CION (XX:UMEN't'S Ftcvised luly i, 2A1 I URID(iE R�HABII,1�'ATION (20t3-25} Gfi01-S37110-0202002 rl � 0061 13-2 PERFORMANCE BOND Page 2 of 2 a 9 � 0 2 3 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 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 Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 29th day of August 6 , 2013 . 7 8 9 10 11 12 13 14 1$ 16 17 18 19 20 �� 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 a3 44 45 ATTE : (Prin�ipal Sec e �f �� Witness as to Principal PRINCIPAL: Gibson & Associates, Inc. BY: � _�L--, � �� Signattue !/�Q.�. ,.% L��G✓So" — �/rslcArk t� Name and Title Address: P. 0. Box 800579 Balch Sprin�s, TX 75180-0579 SURETY: Federal Insurance Companv BY•c—� rf'�� .�r�� Signature Robbi Morales, Attornev-in-fact Name and Title Address: 2711 N. Haskell Ave. , Suite 800 Dallas, TX 75204 Witness as to S ety Telephone Number: Z14/989-0000 *Note: [f 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. crry or E�c�k�r wokTFi ti fANDARD CONS fRUC fIUN SPEC'IFICA IlON IX�C'UMEN I�S Rcvised July I. 201 I ��Ki�cr keFin►3i�rr;rr�oN �zoi 3-z�� GG01-537110-0202002 Bond �o. 8232T77�23 oo6i �a-t PAYM�NTBOND Page F of Z z 2 3 a 5 6 �,1x.�%�Y�Cli �_�:±� covx� a� ��arrr s�cTTorr ao �i ia �'AYMENT BOND § § �CN'O'UV ALL BY THES� PRES�IVTS: § 7 'I'hat we, Gibson & Associates, inc. known as "principa�" herein, and g Federal Insurance Company a corporate surety 9 (sureties), duEy authorized to do busirxess in the State of Texas, krtown as "Sureiy" hereita 10 (whet�er on� or rnore), are held ar�d firmly bound unto the City of Fort Worth, a municipal i 1 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the i 2 penal sum of THREE ZLTJNn�D EICHTY Ft)UR'Z'�OUSAND TWO HLT�V"D�2ED FORTY 13 FIVE DOLLARS AND ZE�20 CENTS f$384f245.001. lawful money of the United States, to be 14 paid in Fort Worth, Tasramt County, Te�cas, for the payment of which sum well and truly be made, 15 we bind ourselves, our heirs, executors, adzninistraYors, successo�rs at�d assigns, jointly and 16 severally, fumly by these presents: l� W�IER.EAS, Principal has entered into a certain written Cantiract with City, awarded the 18 20 day of Au�ust, 20X3, which Contract is her�by referred to and made a part hereof for a11 19 purposes as if ful�y set Porth herein, to fuxnish aEi materiats; �quipznent, fabor and other 24 aecessories as d�fined by law, in th� prosecution of the Wark as provided for uri said Corztraot and 21 designat�d as BRIDGrE REPAIR AND �HABILITATION A'X' NTNE LOCATI4NS (2013-25), 22 GGO1-539590-U202003. - 23 N4W, T�REFORE, Ti-FE CONlliTION OF THIS OBLYGATION is such that if 24 Principal shall pay ail monies owin$ to any (and ail} payment hond beneficiary (as de�ned in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecutiaa of the Work under 26 the Contract, then this obligation shaii be and become nutl arad void; otherwise to remain in fuil 27 force a»d effect. 28 This bottd is rttade and exeeuted in compiiance with the provisions of Chapter 2253 of the 29 Te�s Government Code, as amended, and a!1 liabilities on this bonci shall be determined in 30 accoedance with the provisions ofsaid statute. CITY OF FORT WOR'f H S'fANDAIZD CC)NS'I'RUCI�IUN SAECII�ICA'C10N tXX'IJMt�:N't�S Itcvi�c:t1 Juty I. 201 ! (3RfiXiE REFtAf3IL1TATIQN (Z013-25) GG01-539590-0202003 0061 14-2 PAYMENT BOND Page 2 of 2 � 1 2 3 � 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 29th day of Au�ust ,2013 ATTEST: V ' (Princ,ipal) S cretary ��f � "�� ,�.[� Witness as to Principal 5 6 7 8 9 10 ATTEST: � �, i A� � � ) ��-� , �) ; �� J �'�C,Q � (Surety) Secretary PRINCIPAL: Gibson & Associates, Inc. BY: % ,✓t/L-, „�� Signature /,l>��'u, ,l � [� ��bS�K -�r� s-.c�Qa i Name and Title Address: p. 0. Box 800579 Balch Sprin�s, TX 77180-0579 SURETY: Federal Insurance Company BY:( � b�..��'I/Z��_�?�it,./ Signature Robbi Morales, Attorney-in-fact Name and Title _ Address: 2711 N. Haskell Ave. , Suite 800 Dallas. TX 75204 ti W itness as to S ety Telephone Number: 214/989-0000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 �rry c�F r�c�k�r wokrEt tiTANDARD CONS�fRUCTIUN SPECIFICATIUN D(x'UMf:N�TS Revised July I, 201 I RRIDGE REHABILITA"1�1ON (2013-25) GU01-539590-Q2020Q3 Bo�d No. 8232-77-23 00 61 19 - i MAlNTENANCE BOND Page 1 of 3 1 2 3 4 S 6 7 THE STATE OF '1`�XA.S covzv�x o� �r�.xArrr SECT�ON 00 6119 MA�NTENANCE BOND KN4V4�' ALL BY THESE P�SEIV''Y'S: 8 Th�at w� Gibson & Associates, �nc. known as "Frincipal" herein and 9 Fed�ral Insurance Companv , a corporate surety (sureties, if more than 10 one) duly authorized to do busir�ess 'tn the Sta#e of Te�cas, knawn as "Snrety" herein (wh�ther one � t 1 or more), are held and fumly bound unto the C►ty of �ort �Vorth, a municipa� corporation created i 2 pursuant to tlae taws of Ehe State of Texas, known as "City" herein, i� the sum of THREE t3 �TUNDR�D EIGHTY FUT.T�t'�'�OUSAND TWO HU�TA�D �pRTY FIVE D4LLARS 14 � Z�RU..CENTS ($384,2„4,,,5.Q0), lawfui money of the IJz�xt�d States, ta be paid in �`ort I S Worth, 'Tarrant County, Te�as, for payment of which sum wcll and huly be made unto the City 16 and its successors, we bind ouz�selves, our heirs, executors, administra#ocs, successors and assigns, E 7 jointly and severaliy, fsrmly by these presents. I8 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the 20 day of Au�ust, �U13, which Contract is hereby referred to and a made part hereof for atl 2i pur�oses as if fu11y set %rth herein, to fiarn�sh atl materiats, equipment (abor and other accessories 22 as defined by law, in t�.e prosecution of the Work, �ncluding any Work resulting from a duly 23 authorized Change Order (collectively herein, ttze "Work"} as pravideti for iz� said contract and • 24 designated as BIZ,II�GE REPA.IR AND REH.A.BILITAITON AT NZ,NE �,OCATIONS {2013�2S), 25 GG�1-S39S90-4202003; and 26 27' WHEREAS, P�incipal binds itsetf to use such materials and to sa construct the Wor[t in 28 accordance with the plans, specificatic�ns and Contract Dacuments that the Work is and will 29 remair� free from defecEs in rnatecials or workmanship for and during the period o�two (2) years 30 after the date of Finat Acc�piance of the Work by ths City ("Mait�tenance Period"}; and 31 32 W�REAS, Principal binds itself to repair or reconstruct ths Work in whol� or in }�art 33 upon receiving notice fram the City of the need therefor at any time within the Maintenance 34 Period. Cfi'Y OF FQRT WORTN f3RIdGE REHnBII.ITATION (2013-ZS) S'fANDAIti� Ct)NSTRUC7'ION Sf�ECIFICA'P[ON (XX;UMGN'�S GGOI-57959Q-020z(}03 Revised luly 1. 2011 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 IS 16 17 18 19 0061 19-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shali remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. crry oF FOR�r wok�rii S"I'ANDARD CONSIRUCI'ION SPBCIIICA'1'ION IX�CUb1F.N"rS Reviscd July I, 20l 1 E3RIDGE RGHAF3ILI'TA"fION (20I3-25) GGQ I -539590-0202003 006! 19-3 MAINTENANCE BOND Page 3 of 3 1 � 2 3 �i d; � IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 29th day of Au�ust 20 13 , ATTEST• (Prm �pal Secreta �� lc.�. �.�o Witness as to Principal PRINCIPAL: Gibson & Associates, Inc. BY: i,,,,,�tti, 1 .,.�'�. Signature ° 1�1111�Q u� �• (� t,�Sv� --�i�SicQ�eu � Name and Title Address: P. 0. Box 800579 Balch Springs, TX 75180-0579 SURETY: Federal Insurance Compan BY:<��-�_� �t-�.�-�-�gL Signature Robbi Morales, Attorney-in-fact Name and Title Address:2711 N. Haskell Ave. , Suite 800 Dallas, �X 75204 Telephone Number: 214/989-0000 *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 dif�'erent from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 4 5 6 7 8 9 10 il 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 crrY oF roRT w�RrFi S'fANDARD CONS fRUCi'ION SPF,CIPICA'I ION l)(X'UM6NTS Reviscd July I, �01 I E3RIfK,E RF,HABILITAI'ION (2013-25) GG0 1-5 3 9 590-0202 0(13 Chubb Surety oFtuBe+ ROW�R OF ATTORNEY Federai Insurance Campany Vigilant Tnsurance Company Pacific Indemnity Compa�y Attn: Surety �epa�tmenf 15 Mountain View Road Warren, NJ 07059 Know Ail by These P�esents, That FEDERAL, INSURANCE COMPANY, an Indiana cocporation, VIGfLAN1 INSURANCE COMPAHY, a fVew York co oration, and PACIFIC EN0EMP11'fY COMPANY a Wisco sin cor oration, do each he�eby constitute and appoint LI5� M. Bonno�, Don E. Carnef(, V. DeLene Marshall, Ra�bi N�orales, Ricardo ). Reyna and ) e r ry P. Ro s e a f. 0 a! I a s, Te xas -------------------------------------------------------- --------------_ each 85 their hue and lawful Attomey- in- Fact to execute under such designaHon in their names and to afFix iheir corporate seals to and deliver for and o� lheir behaK as surety thereon or olhetwise, bonds a�d undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instrume�ts amendi�g or altering the same, and consents to the modification or alteralion of any instrument referted to in said bonCs or ob�igations. In Witness Whereof, said FEOERAI. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INOEMNITY COMPANY have each executed a�d attested these presents and affixed their co�orate seats on this � St day of Fe b ruary, Z� 1�. �� x� Y�. ; �/ , � oawn M. Chbros, Ass�stant Secretary 0'. Nortis, Jr., Vioe p ent � StATE OF NEW JERSEY � ss. County of Somerset On this � St day of Fe b ru a ry, 2 �� 3 before me, a Notary Public of New Jersey, personaity came 0awa M. Chioros, to me known !o be Assistant SecreWry o( FEOERAL lNSURANCE COMPANY, VIGIIANT INSURANCE COMPANY, and PAC�f�C INOEMNITY COMPANY, the oompanies which executed the (oregoing Power of Attomey, and ihe said Oawn M. Chloros, 6eiag by me dufy swom, did depose and say thai he is Assistant Secretary ot FEOERAL INSURANCE COMPANY, VIGIIANT iNSURANCE COMPANY, and PAGFIC INOEMNITY COMRANY a�d knows ihe cotporate seals thereof, that the seals affixed to ihe foregoing Power of Attomey are such corporate seals and were thereto affixed by authority of the 9y- Laws of said Companies; and that he signed said Power of Attomey as Assistant Secretary ot said Companies by like authotity; and lhat he is acquainted with David 8. Nortis, Jr., and knows him to be �ce President of said Companies; and ihat ihe signature of Oavid 8. Norris, Jr., svbscribed to said Power of Attomey is in the genuine handwriting of David 8;`Norris, Jr., and was thereto subscribed by aufhority of said ey- �aws and in deponenPs presence. Notarial Seal KA7HERIf1E J. ADEtAAR t`10�TARY Pt181}C OF NEW JEkSf1 � qp4TA� N�. 2316685 �� _. a•oo Commiasion Expir�ciulr lh, 2Q14 ; G��L�C Notary Pubfic �L1t+ ��y��RQ,� CERTIFICATION Extract from 1he ey- la RAL INSURANCE COMPANY, VlGIIANT INSURANCE COMPANY, and`PACIFIC INOEMNITY COMPANY: 'Ail poavers of aKomey for and on behalf of the Company may a�d shall be executed in the name and on behalf of the Company, e"rther by tfie Chairman or lhe President or a�ce Presideni or an Assistant Vce Presidenl, jotnlly with fhe Secr�tary or an AssiStant Secreta .ry, under their respective designations. The sig�ature oi such officers may be engraved, pdnted or lithographed. The signature of each of the foltowing o�cers: Chairman, PresidenC any Vce Presidenl, any Assisfant Vice President, any Secretary, anyAssistaot Secretary and the seal of the Company may be affixed hy facsimile to any power of attomey or ta any .,. certificate relating thereto appoin6ng Assista�t Secretaries or Anomeys- in- Fad for purposes onty of executing and attesting bonds a�d underiakings and oiher wrid�gs obligatory in ihe nature lhereof, and any such power of attorney or certifipte bearing such facsimile signature or faCsimile seat sha(I be valid and binding upon the Company and any such power so executed a�d certifed by such facsimile signature and facsimile seal shall be valid and binding upon ihe Company with �esped to any bond or underiaking to vrhich it is attached.' I, aawn M. Chioros, Assistant Secretary of FEDERAI. iNSURANCE COMPANY, VIGILANT INSURANCE GOMPANY, and PAEIFIC INDEMNITY COMPANY (ihe'Companies'j do heretry certify that O Ihe foregoing exlract of the By- taws of fhe Companies is irue and correct, , {i} ihe Companies ere d�y licensed and authorized to transact surety busi�ess in all SO.of lhe United States ot America end the DisUicl of Columbia and are _ autfiorized by the U.S: TreaSury DepaRrrtent; furU�er, Federal and Vgila�t are licensed in Puerto Rico and the U.S. Virgin islands, ar�d Federal is ticensed in American Samoa, Guam, and each of fhe Provinces of Canada except Prince Edward fsland; and ' (i�7 the foregang Power vf Ariomey is true, corcect a�d in fulf foroe and effed: " Given under my hand and seais of sald Companies at Waaen, N� tn�s 2 9 th day of AllgllS t� 2 � 13 �"`w,��o �a� .,�g""""�F� t � _ � � — ,� —,, � > � � �/� �-�/ / � • � r �HOIAN� * f � S� *`�FW Ya4'�'; � � ' • �-- 1...� �� /�-/ V i Oavm M. Chtoros, Assistant Secretary IN TNE EVENT YOU WISH TO NOTIFY US OF A CIAIM, VERIFY 7HE AUTHEN7ICITY OF TNIS BpND OR NOT�FY US OF ANY OTHER MA7TER, PLEASE CONTAC7 US AT AODRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656 e-mail: surety(c�chubb.com Form 15-1 d- 0225Ei- U(Fd 5- 031 f:(INSFNT �A��,�x�� r��'��t�� C�h`�"�0�"7"��1t7' t�'��1+�`�' Z`� c�t�k��i.n z�.ti��r�ia�ti�� a� ti�tli�� a c:i��»��lt�iiit: �r�u:t��r ��I €v`1�t�t�%'� lull-�t're� ��1��,i��t�� r�u�x�l�e�, ��r ��t��t��atic�� c�r tta ��I�� a c;t�r.��lai�tt <t"t $ � � �. ,. '�€a�. t��xt�! �:c�ri��3e:t t�t� "i'�X�cS II�7��s<�z'�t�t�tt'L of' �.il��i!'�ttit��' Gt:t E.t(�#��"tlt'I li��:�l`ITiti1:1<7i1 i7:tl l'ti9�lj��i'illt'.S, i:�`3l�i.'.�rl��°'z� ii;?��;y C1i' �,'i33�1�,�i14S1�;� �;I�. ��.��a,.�� c��r ��i�ay ��rrit�: ��s� `I:e�� I.��G��iE��n� t��:in;;ti��i��:�.y �?t"�. �3�� II�E1�{i=r ,�t;��t ;�> ';`��; 7;1'=�-��?:l;i)� ►'<-�� ;��'�} �•'1��177I ��c�i�=: �xtt�:l/.��ri��j t�i.`€��t�:t�,��:� I�-z�-t��i.C: t-�c3��s�fri�.ez•t a't��eitit>i��k��3i:.;��<�tc;.i:�.�;� ��"1`� �� `�,��T �1�P��`�'�� j`�'{�aj,;j{x�'fi}Gi�7c2.'i: ilC,�l:��i[IL� �e)ili:t�l'12[[7�,�'�tli�??'�:.�'�"t.tl1I]"i tr�:� at��}t. �; c;lui�i`� y`�� shc,ttl�f ccFi7t��c�f tl�c� agc;;iit .(i�'st, tk i:E��. �ii:;�au��; i.� ilt>t r�;sc�iYf�:�i, va�� iy �c��€�ct fl�e �'��<�s t��p�ts�ta��n � ��' I�� r:�ns.�°�: FE�!`f�S�r' ,i �/� �.i�9��A�/+�s � .l ��(��l �F �/s�hF f •k. `T'h�� irr�tiz:� i� ��r iL��nati��n c�nl;v ��nc� �c�e,� z�c�t k��t:t�rn�. s� i�tiz�t cjf• c:�7r�cli(ic�zl ��f tli� t�tt:Z�l7�cl f.ici�:t�c��>7tt. �iVl�f,? iil�P'+QRT.4/VTE Para c�bfi�ti�r itt�t�itrn��€civ�� 'p�r� 5a�lt�t��• ui��i ��ir}c�; U�te�i ��i� 11a��az Ei! txiimers� r:l� tel�:Cu�xo �r�ti� �� C��ut��'s p�t'r�t in#'c��`�i�czc�ri t� ��r� sCsm�ler tiii� r�tt�ja �� 7' a �t7+�-,��-Cf f U�;B l'�,�.�c�� ;c�r�i�t{Zic;;�r�e c:Un el 1��p�r€�ir�xer�tt� ci� ��e�ut•�a� c�� T��as ��az�.z ul�te��ez iiikc7rr�r��uic�n rt�:ei��;;� t�.� ct7t11�.�a[likis� C��7�rtttCxl�. CiGC�Ulit�"�5 () E�l.rt'j�;i s1! �-8�7t��2��-3��'� �'�� e�+�:t�i:t�i�� il ��p�z�t��zentc� d� Segur�is cl� �C�� F',C): 13c7� ].��y1�� tiia, '1'�;' i ��7 t=�-9`l (1� 1��: � (_�iI2) �l�7��177'1. l��i�: ittin�!/�v�,��v,tc�€,wl��k�.t�,u� �-zn��i[; Cc�n��tEz��rPrc�t��.ti.r�nC��t�ii.5t�ite;.t,:.t�s i�1�'F''��°�� c:�,8�'�' �`f�ltl�A,� � F��ilt�t�,�: �J 1I�11� tltl�! C�1�a'i�t��kl C"�C?t1C�i.7ll�Tl�� c� SU 131'1t174i C) i1 llil recl�i�ic�, tivt�c. ec�ntu�iicaz�se rz�i� el a��lk� ��intc:rt�. :�i i�� se r��.��uve l�� c3i5pttt7, ptiec�U �ntcsnc:eS �.c;�ittzli.c�z�s� c��n �t t��p�u�tai�Yenl:o fTDIj. �� %.+�Fw�i +R'tY l�� [�"i 4fA+ f �hef�� te ati{is� �;� sci[ci ��aza �rc�pbs�ti� r.(e infor�naci6n y, nc� s�; c:c�►�vierte �:n �arte a�oi�clic,i�tn cl�;l cic�cl�m�>��tc� t�El,jti�itn. ��;3i 1 ., . _.., �•_ WC420304 TEXAS WAIVER OF OUR RIGHT TO R�COVER FROM OTH�RS ENDORSEMENT This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) The endorsement, effective on 06/30/12 (Date) Policy No. 46WEQT1550 of the HARTFORD CASUALTY INS. CO. (Name of Insurance Company) issued to: GIBSON & ASSOCIATES, INC. Policy Expiration Date: 06/30/13 Premium (if any)$ N/A at 12:01 A.M. standard time, forms a part of Endorsement No. NCCI Carrier Code Authorized Representative This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. Specifc Waiver 2. Operations: ANY PERSON OR ORGANIZATION FOR WHOM YOU ARE REQUIRED BY CONTRACT TO PROVIDE A WAIVER OF OUR RIGHTS TO RECOVER FROM OTHERS ALL OPERATIONS OF THE NAMED INSURED PER WRITTEN CONTRACT . . . .. .. .... ....... ... ... . . , I�OL(GYNEJA�BLR: g6 L1'S�i 4T15S2 • COII�EUI�RCIALAU'iC1 THIS EN�IORSEti�NT Ci-iEtN��S 'FW� POLtCY. PLEA,S� REAb IT ��iE�ULL'Y.s a4 T�XA� AD�t'��t�NA,�, �N�lf#�ED '�fris endarsemer,i madlflea i�tsuranc$ proviaed undar #t�e fal�awing: susr�s Au� �av�aaE �o� Q��ao� cov�� Fo�u MUTQRCARi+ti�R COVERA�3� �QRM TRUGKERS Ct�VERAC7� FURM With respect �cs oflvenage provldect by �i� endorsema�t, �tFte proWsiot�& of ttre Cavensge �wm appty un(�ss moarnett �jr a,e �rclorsemarrt. '�hE� �nds�ment cl��t�es the pollcy ef�'ediva on ft� En�ep�an date of ttte poifay uflles$ �rrather dats ts tndlc�ted 6etc�w. 17Q31�3 �med irtsct�ed: G�aasox � �sso�xt�s, xz�. 8C�tfLE Nama and Attcires� a�l�►dd�totte�t Inst�rad: � �a� a�vrzts� sx �tt�t'rrrd¢ csc�a�r�a� Reprer,�t�f�tive) , , �.� (tf no errt�Y apPear�a �o��, tr�fiarmst(on rac�ired fo �ompte#� t�ie sndnrs$msnt �vill be slta�rrt in �he Qeciaraf�cns �s �ppHaable ta t�is endorsem�.j o A ihtho ts An (ris[,a�ed tSecdart 11) [s amanded ia ir�dude �s an "lnsured' �te gersqn(s} or argenrzatian(s) �ccswwri in the s�i�ui�, �ut onty wt#h respeot ta #heJr legai GaWfity for acts or amis�lons of � per��n tor whom i.iabili{y Cs�verage i� �t�tded Urtderthis �1iGy, B.'il� add'dfonai insur+� t�srried Ire tha 8chedul� ar Decla�aftans Is not r+e�irsd ta pay for arry premhims sfgtad in #he poQcy oe eamed from the pattcy. �►try retum premium and any dhriderid, iE aAP�aable� de�tered #ry as si�r11 be paid #o ycu, , :. .; CA►04O�flB D�i C. Ydu are at�tiwrued ta gnt for fhe ad�itibr�af Ingurett nantad in the Schedpie ar Der,laraticns 1n all matfers pett�tnEr�g ta t�is tnsurance. t�. we �til{ rrral! the �ddfilon�l irtsured na�Yled itt the Sctisdute ar i��clarattons no�cs of any oencaR2�tfatt of thEs pclfcy, lE we caacel, vte wiq gtVe �to dgYs r�tiasta tha a�d[ttonallnsured. �.'Ph� a&�Ean�! �tsured na�n�d irt th� 5chedute or £teclara�ons vsn71 refiain �rry ri�ht af r�scavery as a olam�ntunderiftts �pliq, {cj iSC Praper6es� IttC., 20�3 $y: a Pag� 4 af �1 POLICY NUMBER: �6 c Q�a55i . :: �� TH1S �NpORSEMENT CHANGES TH� PQL[CY. PLEASE �tEA� f`T CAREFULLY. GONTRACTaR� BR4AD �t�RM �NDORSEMENT r TEXAS This endorsement modifies insurance provided under ihe following: COMMERCIAL GEN�RAL LIABILITY CC)VERAGE PART INbEX 1. Alienated Prerrtises Coverage .......................................................................................................................................1 2. Damage To Your Work ..................................................................................................................................................1 3 Con�ractars Limited Prafessiona( Liability ......................................................................................................................1 4. GenEral Aggregate �imits Of Insurance (F'er Project} ...................................................................................................2 5. Motor Vehicle Laws ......................................................................................................................•--...............................2 6. Medical Payments Coverage — Incl�ding Products - Comp[eted Qpera#ions ................................................................3 7. (nsured Contract — Constructian Operations Anci Municipal Work ................................................................................ 3 8. fnjury Ta Employee's Reputation Witti Respect To Incidsntai Medical Mafpractice .....................................................3 9. Bodily Injury �mployee Suiis .......................................................................................................................................... 3 't0. Limited Products - Compieted Operations Coverage ln Connecfion With A Consolidated Ensurance (Wrap-Up} Program.........................................................................................................................................................................3 11. �lectronic Data Liability .....................................................................................................................................•---.._.._._.4 12. Con#ractual Liability Coverag� For Personai And Advertising Injury .............................................................................. 4 13. Supplementary Payments .............................................................................................................................................. 5 1, ALIENATED PREMISES CqVERAGE Exclusion j. �amage To Properiy of Section I— Coverage A is amended as fol[ows: a. The following exception fo the exclusian is deleted: Paragraph (2) af this exclusion does not apply if the premises are "your work" and were rtEver occupied, rented or held for rentai by you. b. This exception is replaced by the following: Paragraph (2) of this exclusion does not apply if ihe premises are "yourwork". 2. DAMAGE TO YOUR WORK Exclusion 1. �amage To Yvur Work of Section 1- Coverag� A is replaced by the foilowing: Damage to Your Work "Property damage" to that particular part of "yaur work" out of which damage arises and included in the "producis-compEe#ed oper�tivns hazard". �orm HS 24 24 02 't0 This exclusian does not apply if the damaged work or ftte work out of which fhe damage arises was perfo�ned on your behalf by a subcontracfor. This provision does not apply if exclusion i. Damage To Your Wortc has been othennrise modified by endorsement. 3. CQNTRACTORS LIMfi'�D PRO�'�S$IQNAL LIAI�ILITY The foliowing exc(usion is actded fo Paragraph 2., �xctusions of SecEion f- Coverage A- Bodily Injury And Property Damage LiabiliEy, and to Paragraph 2., Exctusions of Section 1- Goverage B- Personal And Advertising (njury l.iability: This insurance does not apply to "bodily injury", °property damage" or "persartal and advertising injury" arising out of the rendering of or faiture to render any professianal services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. �O 2{7b9, The Wartford (Includes copyrighted material of Insurance Services affice, lnc, with its permission.) Fage 1 of 5 Professional services include: {1) ihe preparing, approving, or failing io prepare or � approve, maps, shop drawings, opinions, reparts, sucveys, field orders, change orders, or drawings and specifications; and (2) Supervisory or inspection activities performed as a part of any related architectural or engineering activities. ihis exclusion does not appfy to "bodiiy injury" or "property damage" arising out af your providing the professionaf services descri6ed above far or in � cannection with const�ction work performed by you or on your behaff. Hawever, ihis exception to th� exclusion will nAt appiy if you are in the business or profession of providing the professional services descr�bed above independent from the construction work perfarmed by you or an your behaif. The insurance �fforded by reason of this provisiart is excess over any other valid and collectible professional liability insurance {including any deductible partion thereof} available to fhe insured whether primar}r, excess, contingent or on any other basis. 4. GENEt2AL. AGGREGATE LIMI€S 4F IN9tiRANCE (PER PROJECT) A. For all sums which the insured becomes legally obli�ated to pay as damages caused by "occurrences" under Section 1- Coverage A, and ft�r all medicai expenses caused by accidents under Seciian I- Coverage C, which can be attributed only to ongoing operations at a single project; 1. A separate General Aggrsgate Limit applies to each project, and that limit is equa! to the arnount of the General Aggregate Limit shown in the Decfarations. 2. The project General Aggregate Limit is the mosi we will pay #or the sum of a!I damages under Coverage A. except damages because of "bodily injury" or "property damage" included in the "products-completed opscations hazard", and for metiical expenses under Coverage G regardless of the number of; a. Insureds; b. Glaims made or "suits" broughi; or c. Persons or arganizations maKing claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Caverage C#or medical expenses sh�i! reduce fhe General Aggregate Limit for that project. Such payments shalE nof reduce the General Aggregate I..imit shown in the Declaraiions nor shall ihey reduce any ofher General Aggregate Limit for any ather project. 4. The limits shown in the beclarations for Each Occurrence, Damage To Premises Rented To You and Medical �xpense continue to apply. However, instead af being subjact to the General Aggregate Limit shown i� the DecEaration&, such limits will be subject to the applicable project General Aggregate Limit. B. Far all sums which fhe insured becomes legally obiigated to pay as darnages caused by "occurrences" under Section I» Coverage A and for all medicai expenses caused by accidents under Section f- Coverage C, which canno� be attributed only to ongoing opera#ians at a single project; 1. Any payrnertts made under Coverage A for damages or under Caverage C for medical expenses shaEl reduce #he amaunt available under the General Aggrega#e �imit or the Products-Completed �perations Aggregate Limit, whichever is applicaf�le; and 2. Such payments shatl not reduce any p�oject General Aggregate Limit. G. When coverage for liabiliry arising ot�t of the "products-campleted apera#ians hazard" is provided, any payments far damages because of "bodily injury" or "properfy damage° included in the "products-completed operations hazard" wi![ reduce the Products-Completed Operaiions Aggregate Limit, and not reduce the General Aggrega#e Limit nor the project General Aggrega#e Limit. Q. tf the applicable project has been abandoned, deiayed, or �bandoned and tF�en restarted, or if the authorized contracting parties deviate from plans, bluepcints, designs, specifications ar timetab(es, tite project will stilf be deemed #o be the same project. E. The provisions of Section I(1 - Limiis t}f Insu�ance not othe�vuise modifi� by this endarsement shafl cvntinue io apply as stipulated. 7his provision does not apply if the Generai Aggregate Limit Per Project has been otherwise modified by endorsement. 5. MOTOR VEWICL.� E..AWS The following are added to Section N � Corrtmercial GQneral Liability Conditions: '!. Witi� respect to "mobile equipment" to which fhis irzsurance applies„ the insurance provided by the coverage part for �odily Injury LiabiEiEy or Property Aamage �iability wili comply with the provisions of the law to the extent of the coverage and limits of insurance required by that law. Page 2 of 5 Form MS 24 24 02 9U am 2. With respect to "mabile equipment" to which this insurance applies, we will provide any iiabiiity, uninsured motorisfs, underinsured motorists, no- fault or other coverages re.quired by any mafor vehicle insurance law. We will provide the required limits for' those coverages. This provision applies only when there is no othervalid or collectable insuranc�. 6. MEQICAL PAYMENTS CC}VERAGE — INCLUDING PRt?DUCTS»COMl�LETED OPERA710NS Paragraph 1.a. of fhe Insuring qgr�emeni — �"�--�Coverage C is replaced by the fo(Iowing: '1. Insaring Agreemenf a. We will pay medical expenses as described below for "bodily injury" caused by an accident: (1) qn premises you own or rent; (Z) On ways next to premises yau own or rent; (3} Because of your operations; or {4j included within ihe definition of the "products-completed operations hazard;" providad th�t: (1) The accident takes place in the "coverage territory" and during the policy perind; (2} The expenses are incurred and reparted to us within #hree years of the dafe of the aacident; and (3) The injured person submits tv examination, at our expense, by physicians of our choice as ofien as'we reasonably require. 7. INSURED CONTRACT , CONSTRUCTI(}N OPERATIDNS AND MUNiCIPAL WORK Paragraph d. of the definition of "insured contract" in Section V- Definiiians is deleted and roplaced bythe following: d. 8. INJ R� An obliga#ion, as required by ordinance, to indemnify a municipality. URY TO EMPL,QY�E'S REPUTATION W!i'H SP�CT TO iNCiDENTAL MEDICAE.. MALPRACitCE A. The following is added to paragraph 1.e. of the Insuring Agreement — Coverage A (3} With respeci to incidentaf inedical malpractice, "bodily injury" includes damages claimed for injury to emotions or reputaiion of an "employee" arising out of the rendering or failure to render professional health care services as a physician, cfentist, nurse, emergency medical technician ar paramedic services. Form HS 24 24 02 10 B. The fo(lowing exclusion is added to Coverage B- Personal anti Advertising Injury: "PersonaE and advertising injury arising ouf of the renderirtg or failure to render professional health ' care services as a physician, dentist, nurse, emergency rr�edical technician or patamedic. 9. BODILY iNJURY EMPLOYE� SUITS A"Bodily injury" as listed in paragraph 2.a.(9) of Section 11- Who ts An Insured, does not apply to 2.a.(1)(aj through 2.a.{9)(c). B. Part a. of Paragraph 4. Mobile �quipment in Section I{ - Who fs An Insured does not apply. C. Part a. of Paragraph 5. Nonowned Watercraft in Section If - Who (s An Insured does not apply. 10. LIMITED PRODUCTS - CUMPLETED OPERATIONS Ct�VERACE 1N CONN�CTION WITH A CONSO�.IDATE[? INSURANC� �11URAP-UP) PROGI2AM The following exGlusion is added io Section I Coverage A: Any injury vr damage arising ouf of any operations per%rmed by you or on your behalf on or from all premises which are subject ta a"consolidated insurance (wrap�up} program". ihis exclusion applies even if Ehe �olicy covering sucf� "consolidated insurance (wrap-up) program" is exhausted or provid�s coverage narrower in scope to that provided by this Coverage Part. This exclusion does nat apply to "badily injury" or "property damage" within the "prbducts-completed operations hazatd" if ail coverage available ta the insured for the "products-compieted aperafions hazard" in a "consnlidated insurance {wrap-up} pragram" or ather simifar insurance program is na longer in effect. However, coverage under this Coverage Part for sucn "bQdily injury" or "property damage" will not be broader #han that pravided for the "products-completed operations hazard" by the "consolidated insurance (wrap-up) prograrr�" or other similar program. Far fhe purposes of this provisian, "cansolidated insurance {wrap-up) program" means any agrEement or arrangement under which all ihe contractors and the owner working on a specified pr4ject are insured under one or more general liability policies issued by a specified carriec for injury or damage arising out of op�era#ions conducted in connection with or necessary or incidental to ihe project. This provision does not apply if tF�e coverage in connection with a Consolidated Insur�nae (Wrap-Up) Program has been othenuise rriodified by endorsement. Page3of5 11. ��.ECTRONiC DATA L{ABILITY A ExciuSion p. of Sec#ion 1� Coverage A is replaced by the following: p. Etecironic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inabiliEy to manipulate "eiectronic data" that does not result #ram physical injury to #angible property. �. The following paragraph �s added to Section III — .._........ ....Limits C3f Insurance: Subject to Paragraph 5. Each Occurrence Limit, the most we will pay under Coverage A for "praperty damage" because of ail loss of "electronic data" arising out of any one 'bccurrence" is $100,000. C. The follawing definition is added to Se�ctian V- Definitions: "Electronic data" means information, facts or 12. CONTRACTU14L L1ABI�ITY COVEI2AG� FdR PERS�NAL AND ADVERTtSlNG INJURY A. Exclusion e. of Section I- Coverage B— Personal And Advertising Injury Liability is replaced by the following: This insurance does not apply to: e. Contraaivaf Liabiiity "Persona[ and advertising injury" for which the insured has assumed liabi(ity in a contract or agreem�nt.'1'his exclusion does nof appiy ta liabiiiry far damages: .._ �1j That the insured would have in the absence of the contract ar agreement; or programs: a. Stored as or on; b. Created or used on; or c. iransmitfed to or from; computer software, (including systems and appiications software) hard or ftoppy disks, CD- ROMS, fapes, drives, �ells, ctata processing devices or any other media which are used with eleckronically controlled equipment. D. For the purposes of the coverage provided by this provision, the definition of "property damage" in Secfson V- Definitions is replaced by the following: "Property damage" means: a. Physical injury to tangibfe property, including all resulting loss of use of that praperty. All such loss of use shall be deemed to occur at the time of the physical intury that caused it; b. Loss c�f use of tangibEe property that is not physicaily injured. All such lass af use shall be deemeci to occur at the time of the "occurrence" that caused it, or c. Loss of, loss af use of, damage to, corruption of, ina�ility to access, or inability to properly manipulaie "electronic da#a", �esulting fram physicaf ir�jury to tangibfe property. All such Ivss of "electronic data" shall be deemed to occur at the fime of t�e "occurrence" that causect it. For the purposes of #his insurance, "electronic data" is not tangible progerty. This provisian does not apply if exclusion p. �lectronic Data has been otherwise modified by endorsement. Page 4 of 5 (2) Assumed in a contract or agreement that is an "insured contract", provided the "personaE anci adverfising injury" flccurs subsequent to the execution of the contract or agreement. Solely for the purposes of liabiliiy assumed in an "insured contraci", reasonable attorney fees and necessary litigation expenses incurred by or for a party ather than an insured are deemed to be damages because of "persona! and advertising injury", pravidEd: (a) Liability to such party for, or far the cost af, that party's defense has also been assumed in the sam� "insured contract"; and � (b) Such attorney fees and litigation expenses are #or defense of that party agains# a civil or alternative dispute resolution praceetiing in which damages to which this insurance applies are alle�ed. B. SubparagrapY► i. af tf�e d�finition of "insured contract" (Section V— Definitions) is rep[aced by #he following: f. That part of any other cantract or agreement pertaining to your business (incfuding an indemnfication of a municipa(ity in connection with work performed far a municipality) under which you assume the tort liabiiity ofi another pariy to pay for "bodity injury", "prop�rry damage", or "personai and advertising injury" to a third person or organizatian, �ravided the "bodily injury", "propErty damage", or''personai and adver�ising injury" is caused, in whole or in part, by you ar by thase �cting on your behalf. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Form HS 24 24 �210 Paragraph f, includes #hat part of any contract or ag�aement fhat indemnifies a raiEroad for "bodily injury", "property damage", or "pErsonal and advertising injury" arising out of construction or dernalition operations, within 50 feet of any raiiroad property and affecting any rai(road bridge ar trest(e, tracks, road- beds, tunnei, underpass or crossing. However, Paragraph f. does no# include that part of any coniract or agreement: (1} That indemnifies an archiiect, engineer or --�surveyor for injury or damage�arising out of: ta) Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, chango orders or clrawings and specifications; r�r (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury ar damage; or (2) Under which the insured, if an architect, engineer or surveyar, assumes liability for an injury or damage arising out of the insured's rendering or failure ta render professional services, including those tisted in (7) above and scapervisory, inspection, architectural or engineering activities. . 13. St1pPLEM�NTARY PAYMENi'S ln the Supplementary Payments -- Coverages A and 8 pravision: The timit for the cost of bail bonds in increaseti #o $2,500. � Form HS 24 24 tf2 10 Page 5 of 5 � �, �� , � �, �. �' � � � � ' � CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Daceuiber2l, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Article 1— Definitions and Terminology ..................................................................................................... 1.01 Defined Terms .......................................................................................................................... 1.02 Ternunology ............................................................................................................................. Page .....1 .....1 ..... 6 Article2— Prelimuiary Matters ......................................................................................................................... 7 2.01 Copies of Documents .................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2.03 Starting the Worlc .......................................................................................................................... 8 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Preconshuction 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 .................................................................10 3.05 Reuse of Documents ...................................................................................................................10 3.06 Electronic Data ............................................................................................................................ l 1 Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ........................................................................................................... l l 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 Hazardous Environmental Condition at Site ..............................................................................14 Article 5— Bonds and Insurance .....................................................................................................................16 5.01 Licensed Sureties and Insurers ...................................................................................................16 5.02 Performance, Payrnent, and Maintenance Bonds .......................................................................16 5.03 Certificates of Insurance .............................................................................................................16 5.04 Contractor's Insurance ................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19 Article 6 — Contractor's Responsibilities ...................... 6.01 Supervision and Superintendence ............. ..................................................................................19 ..................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dac�nber2l, 2012 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 Substitutesand "Or-Equals" ....................................................................................................... 21 Concerning Subcontractors, Suppliers, and Others .................................................................... 24 WageRates ..................................................................................................................................25 Patent Fees and Royalties ........................................................................................................... 26 Permitsand Utilities ....................................................................................................................27 Lawsand Regulations ................................................................................................................. 27 Taxes...........................................................................................................................................28 Use of Site and Other Areas ....................................................................................................... 28 RecordDocuments ......................................................................................................................29 Safetyand Protection .................................................................................................................. 29 SafetyRepresentative .................................................................................................................. 30 Hazard Communication Programs ............................................................................................. 30 Emergencies and/or Rectification ............................................................................................... 30 Submittals...................................... ............ .................................................... ...................... . ....... 31 Continuingthe Work ................................................................................................................... 32 Contractor's General Warranty and Guarantee .......................................................................... 32 Indemnification......................................................................................................................... 33 Delegation of Professional Design Services .............................................................................. 34 Rightto Audit .............................................................................................................................. 34 Nondiscrimination... .. ... ..... .. .. .. ... .. . . ..... . ..... . . .... ..... ... .. .. ..... . . .... . ..... . .... .. .... . . .... . ..... ..... .. ... . ... .. . ..... .. 3 5 Article 7- 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, and Approvals .............................................................................................. 36 8.07 Limitations 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 Representative ..................................................................................................... 37 9.02 Visits to 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 Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 Article 10 - Changes in the Worlc; Claims; Exi7a Worlc ................................................................................ 38 10.01 Authorized Changes in the Worlc ...............................................................................................38 10.02 Unauthorized Changes in the Worlc ........................................................................................... 39 10.03 Execution of Change Orders ....................................................................................................... 39 10.04 Extra Work ..................................................................................................................................39 10.05 Notiiication to Surety ..................................................................................................................39 10.06 Contract Claims Process ............................................................................................................. 40 Article 11 - Cost of the Worlc; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Worlc .........................................................................................................................41 11.02 Allowances .................................................................................................................................. 43 11.03 Unit Price Worlc .......................................................................................................................... 44 11.04 Plans Quantity Measurement ...................................................................................................... 45 Article 12 - Change of Contract Price; Change of Contract Time .................................................................46 12.01 Change of Contract Price ............................................................................................................46 12.02 Change of Contract Time ............................................................................................................ 47 12.03 Delays ..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Worlc .......:.............. 48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Worlc ...........................................................................................................................48 13.03 Tests and Inspections ..................................................................................................................48 13.04 Uncovering Work ........................................................................................................................49 13.05 City May Stop the Work ............................................................................................................. 49 13.06 Correction or Removal of Defective Work ................................................................................50 13.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance ofDefective Wor1c ...................................................................................................51 13.09 City May Correct Defective Worlc ............................................................................................. 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 Final Completion Delayed and Partial Retainage Release .... 14.09 Waiver of Claims ................................................................... .................................................. 52 .................................................. 52 .................................................. 52 .................................................. 54 .................................................. 55 .................................................. 55 .................................................. 55 .................................................. 56 ................................................. 56 .................................................. 57 Article 15 - Suspension of Work and Termination ........................................................................................ 57 15.01 CityMay Suspend Work .............................................................................................................57 15.02 City May Terminate for Cause ................................................................................................... 58 15.03 City May Termisiate For Convenience ................................................................................ ....... 60 Article 16 - Dispute Resolution ................... 16.01 Methods and Procedures.......... ........................................................................................ ,.61 .. 61 ................................................................................. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacanber2l, 2012 Article17 — Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cumulative Remedies ................................................................................................................. 62 17.04 Survival of Obligations ............................................................................................................... 63 i17.05 Headings ......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemba2l, 2012 oo�zoo-i General Conditions Page I of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Deft,��.ed Ternas A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to Uoth the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to tenns speciiically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other. documents or forms. l. Acic�enda—Written or graphic uistruments issued priar to the opening of Bids wluch clarify, correct, or change the Bidding Requu�ements or the proposed Contract Documents. 2. Agreenzen.t—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Pay»zent—The foim acceptable to City which is to be used by Contractor during the course of the Worlc 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 performed. 7. Bidde�=The individual or entity who submits a Bid directly to City. 8. Biddzng DocunZe�7ts—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requiref�zents—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 day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Cale�zdar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dace�nber2l, 2012 00 �2 00 - i General Conditions Page 2 of 63 13. Clzaiige OrdeY—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 goverriing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perforni specific duties with responsibility for fmal 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 Atto��ney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Coacncil - The duly elected and qualiiied 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 Contractor seeking an adjustrnent of Contract Price or Contract Tune, 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. Contf�act—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, representations, or agreements, whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor 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 stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) 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 Woriz See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanba2l, 2012 00 72 00 - 1 General Conditions Page 3 of 63 25. Da»Zage Claims — A demand for money or se�vices arising froin the Project or Site fiom a thud pariy, Ciry or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Directo�� of Aviatiorz — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Di�^ector of Pa��l�s and Cor�zmunity Services — The officially appointed Directar of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Dii�ecto�� of Plai�rzzng and Devedopi��er�.t — The officially appointed Director of the Planning and Development Deparhnent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Ti�arZsportation Pztblic T�orl�s — The ofiicially appointed Duector of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Di��ector of Water Depai�tr�7e��t — 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 Agreen2e�zt—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. Efzginee�=The licensed professional engineer or engineering firm registered in the State of Texas perforining professional services for the City. 35. Exti•a 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 O�•der — 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. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 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, CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�zoo-i General Conditions Page 4 of 63 38. Final Inspectiofz — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part ar appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirenients—Sections of Division 1 of the Contract Documents. 40. Hazardous Erzviirorz,f��ental Cofzdition—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 exposed thereto. 41. Haza�°dous Waste—Hazardous 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 Regulatzons—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 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. Milestofae—A principal event specified in the Contract Documents relating to an in.termediate 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 perform the Work speciiied in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleuna—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 mixed with other non-Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLIMENTS Revision: Dece�nba21, 2012 oo�zoo-i General Conditions Page 5 of 63 51. P�roject Scheclule—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 witlun the Contract Time. 52. Project—The Worlc to be pei-formed under the Contract Documents. 53. P�roject Rep��ese�ztative—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 infoirned view of the Project. 55. Radioczctive Material.—Source, special nuclear, or byproduct material as defined by the Atoinic Energy Act of 1954 (42 USC Section 2011 et seq.) as aYnended froin time to time. 56. Regul�ar i�orl�ir�g Hou��s — Hours beginniug 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 workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Scliedule of Subr�zzttals=A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Worlc and used as the basis for reviewing Contractor's Applications for Payment, 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Worlc is to be performed, including rights-of-way, pernuts, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specificatio�zs—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and worlcmanship as applied to the Work, and certain administrative requirements and procedural rnatters 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. Subcontractos=An individual ar entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Worlc at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: D�cemba2l, 2012 00 �z oo - i General Conditions Page 6 of 63 63. Subnaittals—All drawings, diagrams, illustrations, schedules, and other data or infoimation which are specifically prepared or assembled by or for Contractor and subinitted by Contractor to illustrate some portion of the Work. 64. Sicccessficl Bidde�=The Bidder submitting the lowest and most responsive Bid to whom City inakes an Award. 65. Superintende�at — The representative of the Contractor who is available at all times and able to receive instructions from the Ciry and to act for the Contractor. 66. Szcpplementa�y Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subconiractor. 68. Underg�round Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Worlc—See Paragraph 11.03 of these General Conditions for defuution. 70. Weekerzd Working Hours — Hours begimiing 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 perfornling or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, 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 pernut 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 Certain Ternis or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Ikcember2l, 2012 00 �z oo - � General Conditions Page 7 of 63 The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of lilce effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of lilce effect or import are used to describe an action or deterrnination of City as to the Worlc. 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 functioning whole as shown or uldicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: The word "defective," when modifying the word "Worlc," refers to Worlc 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. Fur�aish, Install, Pe� forr�a, Pi�ovide: The word "Fuinish" or the word "Install" or the ward "Perform" or the ward "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Worlc indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, technical or construction industry or trade meaning accordance with such recognized meaning. ARTICLE 2 — PRELIlVIINARY MATTERS 2.01 2.02 Copies ofDocunzen.ts words or phrases that have a well-known are used in the Contract Documents in City shall furnish 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 furnished upon request at the cost of reproduction. Cof�zn2ence�nent of Contract Time; Notice to Pr°oceed 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deczmber2l, 2012 oo�aoo-� General Conditions Page 8 of 63 2.03 Starting t,he Wa�lc Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Worlc shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Startifag Corzstructior2 Baseli�ae Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstracctio�a Conferefzce Befare any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as speciiied 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 Accepta�ace 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 Speciiication sections may be written in varying degrees of streamlined 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 wards and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dece�nber2l, 2012 00 �z oo - i General Conditions Page 9 of 63 section. The Contractor shall not talce advantage of any variation of forn1, format or style in malcing Contract Claims. E. The cross referencing of specification sections under the subparagraph 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 Cont�•actor shall not rely on the cross referencing provided and shail be responsible to coordinate the entire Worlc 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 Refe��ence Stanc�a�•ds A. Standards, Specifications, Codes, Laws, and Regulations l. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, ar 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, partneis, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Worlc or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 RepoYting and Resolvz�zg Discrepancies A. Reporting Discr�epancies: Contractor's Review of Contract Docunaents Before Stai�ting Work: Before undertaking each part of the Work, Contractor shall carefully siudy and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Revzew of Contract Documents During 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacclnber2l, 2012 007200-1 General Conditions Page 10 of 63 6.17.A) until an arnendment or supplement to the Caritract 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, eiror, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual lcnowledge thereof. B. Resoh�ing Disc��epancies: 1. 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 speciiically 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 govern over those shown in the proposal. 3.04 Amendztag and Supplementing Contract Docunzents 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: 1. 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 Reacse 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 extensions 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 SPECIFCATION DOCUMENTS Revision: Dace�nber2l, 2012 00 �2 00 - i General Conditions Page l 1 of 63 B. The prohibitions of this Paragraph 3.05 will suivive final payment, or tei7nination of the Contract. Notlung herein shall preclude Contractor froin retaining copies of the Contract Docutnents for record purposes. 3.06 Elect��oizic Data A. Unless otherwise stated in the Supplementaiy Conditions, the data furnished 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 lcnown as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media foiniat of text, data, graphics, or other types are furnished 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 govein. B. When transferring documents in electronic media format, the transferring party malces no representations as to long term compatibility, usability, or readabiliry of documents resulting fi•om the use of software application pacicages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4— AVAILABILIT'Y OF LAND5; SUBSUI2FACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIl20NMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands A. City shall furnish 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 Worlc. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 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 Contractar 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 obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: Decemba2l, 2012 00 72 00 - I General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for conshuction facilities or storage of materials and equipment. 4.02 Subsz�fface and Physical Co�zditions A. Repor�ts a�zd D��awings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Lif�aited Reliance by Cof�tractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identiiied in the Supplementary Conditions. Contractor may not malce 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 ar shown or indicated in such drawings; ar 3. any Contractor interpretation 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: l. 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 wark of the character provided far in the Contract Documents; CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 72 00 - 1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoining aware thereof and before further disturbuig the subsurface or physical conditions or perfornung any Worlc 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 Tinz�e Adjitsti��ents Contractor shall not Ue entitled to any adjushnent in the Contract Price or Contract Tiine if: Contractor lcnew of the existence of such conditions at the time Coutractor made a finai corrunihnent to City with respect to Contract Price and Contract Tune by the subnussion 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 Cont�•act Documents or the Site; or 3. Contractor failed to give the written notice as requued by Paragraph 4.03.A. 4.04 Unde�ground Facilities A. Shown or Inclicatecl: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on infoi�nation 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: 1. 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, locating all Underground 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: 1, If an Underground Facility which conflicts with the Worlc is uncovered or revealed at or contiguous to the Site wluch 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 CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Ik�canba2l, 2012 00�2oo-i General Conditions Page 14 of 63 Wark 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 deternune the extent, if any, to which a change may be required in the Contract Documeuts 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 existing utilities, shuctures, 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 Referefzce Points A. Ciry shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Worlc. 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 properly monuments, and shall make no changes or relocations. Contractor shall report to Cify whenever any reference point or properiy 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 carelessly 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 ar 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 Envir-onmental Condition at Site A. RepoYts and Drawings: The Supplementary Conditions identify those reports and drawings known to Ciiy relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" 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: 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacanber2l, 2012 00�2oo-i General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2, other data, intetpretations, opinions and infoi7nation contained in such reports or shown or indicated in such drawings; or 3. any Contractor inteipretation 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 Envirorunental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be withu� the scope of the Worlc. 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 Envuonmental 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; (ii) stop all Worlc 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 confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or talce corrective action, if any. E. Contractor shall not be required to resume Worlc in connection with such condition or in any affected area until after City has obtained any required pernuts related thereto and delivered written notice to Contractar: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Worlc may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a reasonable belief it is unsafe, or does not agree to resume such Worlc 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 exte�2t perf�zitted by Laws and Regulations, Contractor shall indemn� and hold ha��nless City, fronz and against all claims, costs, losses, arzd damages (including but not limited to all fees and charges of engi�zeers, architects, attorneys, and other psrofessioizals and all court or arbitration or other dispute resolution costs) aYising out of or relating to a Hazardous EnvzYonmental Condition created by ContYactor or by anyone for whonz Contractor is respo�zsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any individacal or entity fronz and against the consequences of that zndzvidual's or entity's own �zegligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTA STANDARD CONSTRUCTION SPECIFCATION DOCtJMENTS Revision: Dece�nber2l, 2012 00 72 00 - I General Conditions Page 16 of 63 ARTICLE 5— BONDS AND INSURA.NCE 5.01 Licensecl Stic��eties and hastcrers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed ar authorized in the State 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 Perfornaance, Pay»zent, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accardance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall 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 Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Deparhnent of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Cef�tificates of Insurance Contractar 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 Contractar is required to purchase and maintain. 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 SPECIFCATION DOCUMENTS Revision: DecembEr21, 2012 oo�zoo-i General Conditions Page 17 oF63 2. The Contractor's general liability insurance shall uiclude a, "per project" or "per location", endorsement, which shall be identified in the certiiicate of insurance provided to the City. 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 canier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for worlcers' compensation, all insurers must have a minimum rating of A-: VII in the cui7�ent A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Rislc 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 Recoveiy) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in 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 prunary coverage. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shail state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 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 shall 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 shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOC[IMENTS Revision: Decemba2l, 2012 007200-1 General Conditions Page 1 S of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or rislc 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, reseives the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 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, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Inszcrance A. Worke��s Compensation and Enzployef•s' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labar Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B, Conimercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premisesloperations, 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 CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dace�nber2l, 2012 oo�zoo-i General Conditions Page I 9 of 63 insurance or self-insurance programs afforded to the Ciry. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, conn-actual, personal injuiy, or advertising injury, which are nornially contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a suUstantial completed operation exposure, the City may require the cont�-actor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Suppleinentary Conditions). C. Aiitomobile Liability. A cominercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Razliroad P��otective Liability. If any of the worlc or any wan•anty work is within the limits of rail�oad right-of-way, the Contractor shall comply with the requirements identified in the Supplementaiy Conditions. E. Notificatio�z of Policy Cancellation: Contractor shall unmediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no tune credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and I�zsuraizce; 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 shall provide to the City such additional infortnation 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 shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and SupeYintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such slcills 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. CTfY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: I�cemba2l, 2012 oo�zao-i General Conditions Page 20 of 63 B. At all times during the progress of the Wark, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to Ciry. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Worldng Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons ar the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: l. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Matef•ials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not speciiied, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Daceanber2l, 2012 00 �z oo - i General Conditions Page 21 of 63 C. All materials and equipment to Ue incoiporated uito the Worlc shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instiuctions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incoiporated into the Worlc shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedz�le A. Contractor shall adhere to the Project Schedule established in accordance with Pai-agraph 2.07 and the General Requirements as it may be adjusted froin time to time as provided below. l. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 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 montlily progress payment for the duration of the Contract in accordance with the schedule specification O1 32 16. 3. Proposed adjushnents in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustrnents in Contract Time may only be made by a Change Order. 6.05 Szcbstitutes and "Or-Eqicals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is pernutted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. l. "Or-Equal" Itenzs: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.OS.A.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; CITY OF FORT WORTH STANDARD CONSIRUCTION SPECIFCATION DOCtJMENTS Revision: Dece�nba�21, 2012 00 �2 00 - i General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioiung 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 Worlc: 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 ar 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. Contractar shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section Ol 25 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 design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of imal 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; ' CTI'Y OF FORT WORTH ST.4NDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemba2l, 2012 oo�zoo-i General Conditions Page 23 of 63 c) whether inco�poration or use of the proposed substitute item in connection with the Worlc 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, repau, and replacement seivices; and 4) shall contain an itemized estimate of all costs or credits that will result directly or induectly from use of such substitute item, including costs of redesign and Damage Claims of other conh�actors affected by any resulting change. B. Substiiicte Cor�st��zcction Methods or PJrocedz��es: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may fuinish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractar shall submit sufficient information to allow City, in City's sole discretion, to deterinine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall malce written application to City for review in the same manner as those provided in Paragraph 6.OS.A.2. C. City's Evaluatioja: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "ar-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its deternunation. D. Special Gua�•antee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall iiademnify ancl hold harmless City a�zd aizyo�ze directly oi° indirectly et�2ployed by thei�z froin and against any and all clainzs, danzages, losses ai2d expenses (including atto�°neys fees) arisii2g out of the use of substiticted materials o�• equipi��.ent. E. City's Cost Reznzbzcrsenaent: City will record City's costs in evaluating 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, Contractor rnay 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. Cofati�actor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTA STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decen�ba21, 2012 00 72 00 - 1 General Conditions Page 24 of 63 G. City Szcbstitute Reir�zbcct�sernent: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Tin7e Extensiotzs: No additional time will be granted for substitutions. 6.06 Co�zcerning Sa�bcontracto��s, Suppliei�s, and Otl�ers 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 acceptable 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, and will provide such requirements in the Supplementary Conditions. D. Busiszess Diversity Enterprise Ordznance Con2plzance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contrachzal basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit andlor examination of any books, records, or fles in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may 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 perfornung or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 00�2oo-i General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subconh•actors, Suppliers, and other individuals or entities perfornling or furnishing any of the Worlc under a d'u•ect or indirect contract with Contractor. G. All Subconh-actors, Suppliers, and such other uidividuals or entities performing or furnishing any of the Worlc shall communicate with City through Contractor. H. All Worlc perfornled 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 Prevazling Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worlcer 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. Conaplaints of Violations and City Deternaination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's deternlination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final deternunation of the violation. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacanba2l, 2012 oo�aoo-� General Conditions Page 26 of 63 D. Arbit��atioJz Required if Violatiofa Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalry owed to the City or an affected worlcer, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the Ciry malces its initial detertnination 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 fmal and binding on all parties and may be enforced in any court of competent jurisdiction. E. RecoYds 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 (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. P��ogress 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 Royaltzes A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work ar 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 particular invention, design, process, product, or device is specified in the Contract Documents for use in the perfortnance of the Work and if, to the actual knowledge 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, Contractor shall indenan� and hold harnzless City, frona afad against all clainis, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other p��ofessionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any znfringement of patent rights or copyrights incident to the use in the performance of the Work or resulti�ag fron2 CIT'I' OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Daceanber2l, 2012 oo�zoo-i General Conditions Page 27 of 63 the ir�coiporatior2 in the Wo��Iz of ar�y i�zve�ztioJ�., clesig�z, p�rocess, proclzrct, or cXevice not specifiecl zn. tlze Con.tract Docacmer�ts. 6.09 Pe��»z.its and Utzlities A. Coratractor obtained pe��mits a�ad lzce�ases. Contractor shall obtain and pay for all construction pennits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtairung such permits and licenses. Contractor shall pay all govermnental charges and inspection fees necessary for the prosecution of the Worlc 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 pei7iuts provided by the City as specified in 6.09.B. City shall pay all charges of utiliry owners for connections for providing permanent seivice to the Worlc. B. City obtai�zed per��aits and lice�zses. City will obtain and pay for all pertnits 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 permit. 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 pernut. The following are pernuts the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Pernuts 3. Texas Commission on Environmental Quality Pertnits 4. Railroad Company Pernuts C. Outstandin.g pe��f�zits and licenses. The City anticipates acquisition of and/or access to pertnits and licenses. Any outstanding pernuts and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementaty Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding pernuts and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with ail Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 00�200-� General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Worlc. However, it shall not be Contractor's responsibility to malce 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 known at the time of opening of Bids having an effect on the cost or time of performance of the Worlc may be the subject of an adjushnent 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 tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax pernuts and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 7871 l; or 2. http://www.window.state.t�.us/taxinfo/taxforms/93-fornis.html 612 Use of Site and Other Ai�eas A. Linzitation on Use ofSite and OtherA��eas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas pernutted 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 carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Wark, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanber2l, 2012 oo�zoo-i General Conditions Page 29 of 63 Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursita��.t to Paragr�czpl2 6.21, Coizt��actor shall indeinn.� and 11o1d hai°mless City, fi^on2 ai�c� agairzst c�ll claiins, costs, losses, a�zd dai�zages c��°isirag out of o�� elcriing to arzy clai»z oi� actzon, legal o�� eqi�itable, brotirght by any sziclz owizer or occitpa�zt agair�st City. B. Re�noval of Deb��is Dicrirzg Pe�forma�ice of the Worlc. During the progress of the Worlc Contractor shall lceep the Site and other areas free fi•om accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall confoi-�n to applicable Laws and Regulations. C. Site Mai��ter�a�zce Cleaia,ing.� 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactoiy to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may talce such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic commuiucation), and the costs of such direct action, plus 25 °/o of such costs, shall be deducted fi�om the monies due or to become due to the Contractor. D. Final Site Cleaning.• Prior to Final Acceptance of the Warlc Contractor shall clean the Site and the Work and malce it ready for utilization by City or adjacent property owner. At the completion of the Worlc 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 Worlc. E. Loading St��cctzcres: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the shucture, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Recor�cl Docatnzents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 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 Protectzon 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 worlc, nor for compliance with applicable safety Laws and Regulations. Contractor shall CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: D�cernba2l, 2012 oo�zoo-i General Conditions Page 30 of 63 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 incoiporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, wallts, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their propzrty. 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 ar 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 Worlc 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 Progranas 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 property 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacember2l, 2012 00�2oo-i General Conditions Page 31 of 63 changes in the Worlc or variations fi-om the Contract Documents have been caused thereby ar are requued as a result thereof. If City determines that a change in the Contract Documents is required because of the action talcen by Contractor in response to such an emergency, a Change Order rnay be issued. B. Should the Contractor fail to respond to a request fr�om 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 worlc or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not talce 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 talce 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 Subnaittals A. Contractor shall submit required Submittals to Ciry for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identiiied as City may require, 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in confoimity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Conh•actor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, ' the use for which intended and other data as City may require to enable City to review the submittal far the limited purposes required by Paragraph 6.18.C. CTI'Y OF FORT WORTH STANDARD CONSIRUCTION SPECIFCATION DOCLJMENTS Revision: I�ecemb�r21, 2012 oo�aoo-i General Conditions Page 32 of 63 B. Wliere a Subnuttal is required by the Contract Documents or the Schedule of Subinittals, 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 Revievt�• City will provide timely review of requu�ed Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to dete�mine if the iiems covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 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. 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 incorparated in ar 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 Wark will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: D�nba21, 2012 oo�zoo-i General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perfoim and complete the Worlc in accordance with the Contract Documents shall be absolute. None of the followulg will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perfonn the Worlc in accordance with the Contract Documents: 1. observations by City; 2. recoinmendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by Ciry; 4. use or occupancy of the Worlc or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval Uy others; or 7. any correction of defective Worlc by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other worlc or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Worlc unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requuernents of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemni�cation A. Contractor covenauts and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the worlc and services to be performed by the Coutractor, its of�cers, agents, employees, subcontractors, licenses or invitees under this Contract. THI5 INDEMNIF'ICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF TI3E CITI'. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its of�cers, 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, liceusees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanlxr2l, 2012 00 �2 ao - � General Conditions Page 34 of 63 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 ofP��ofessional Design Services A. Contractor will not be required to provide professional design seivices unless such services are specifically required by the Contract Documents for a portion of the Wark or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy, D. Pursuant to this Paragraph 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 Contractor agrees that the City shall, until the expiration of three (3) years after fmal 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 fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00 �2 00 - t General Conditions Page 35 of 63 Subconh�actor facilities, and shall be provided adequate and appropriate worlc space in order to conduct audits in coinpliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and SuUcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reunburse Contractor for the cost of the copies as follows at the rate published in the Texas Acltninistrative Code in effect as of the time copying is peifoirned. 6.24 No�zclisc��imi�7ation A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as a�neraded: 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. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Related YVork at Site A. City may perform other worlc related to the Project at the Site with City's employees, or other City contractors, or through other direct coniracts therefor, or have other worlc 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 worlc; and B. Conh•actor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is perforniing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Worlc 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 worlc. 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 worlc will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constiiute 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. CPl'1' OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�zoo-i General Conditions Page 36 of 63 7.02 Cooi•difiatio�z A. If City intends to contract with others for the perfoiYnance of other worlc 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 matteis 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 Conznazcnications to Conts•actor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data 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 explorations 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 oo�zoo-� General Conditions Page 37 of 63 8.0'7 Lim.itatio�zs on City's Respoi�sibilities A. The City shall not supervise, d'u•ect, or have control or authority over, nor be responsible for, Contractor's means, methods, tecluuques, 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. Ciry will not be responsible for Contractor's failure to perform the Worlc in accordance with the Contract Documents. B. City will notify the Contractor of applicable safery plans pursuant to Paragraph 6.14. 8.08 Un.disclosed Haza��doits Erzvi�ronnzei�.tal Coi��dztiorz City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Co»Zplzai�ce wzth Safety P�rogranz 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 OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Piroject Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site. A. City's Project Representative will malce visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in arder 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 Worlc 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 checic the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of conf'idence 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 SPECIFCATION DOCUMENTS Revision: Decemba2l, 2012 007200-I General Conditions Page 38 of 63 9.03 Authorized Variations in Worlc City's Project Representative may authorize minor variations in the Worlc from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Woriz 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 Worlc is fabricated, installed, or completed. 9.05 Detern2inations fo�� Work PerfoYnaed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary detex-muiations on such matters before rendering a written recommendation. City's written decision will be fmal (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Cont��act 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 referred will be final and binding on the Contractor, subject to the provisions of Paragraph 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 Contract 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 ar Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dace�nber2l, 2012 oo�zoo-i General Conditions Page41 oF63 D. City's written action under Paragraph 10.06.0 will be fmal and binding, unless Ciry or Contractor involce the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment 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 11.01 Cost of tl�e Wo��Ic A, Costs bzcluded.• The term Cost of the Worlc means the sum of all costs, except those excluded in Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper pei%imance of the Worlc. 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 Worlc. 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 perfarmance 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 Wark. Payroll costs for employees not employed full time on the Worlc shall be apportioned on the basis of their time spent on the Worlc. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fi-inge benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, worlcers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of perfortning Worlc outside of Regular Working Hours, Weelcend Worlcing Hours, or legal holidays, shall be included in the above to the extent anthorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Worlc, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 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 thereo£ 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dece�nba21, 2012 00 72 00 - I General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Worlc performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractars acceptable to City and Contractor and shall deliver such bids to City, who will then deternune, 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 Worlc 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 transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge 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 are consumed in the performance of the Wark, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, 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 pernuts 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 performance of the Work, provided such losses and damages have resulted from causes other than 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. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determuiing Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calis, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONS'I'RUCTION SPECIFCATION DOCUMENTS Revision: Deceinber2l, 2012 00 72 00 - 1 General Conditions Page 43 of 63 h. The costs of premiums far all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The tenn Cost of the Work shall not include any of the following items: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estunators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerlcs, 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 'ui the agreed upon schedule of job classifications referred to in Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be considered administrative costs covered Uy the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Worlc 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 malcing good any damage to property. 5. Other overhead or general expense costs of any kind. C. Cont�°actor's Fee: When all the Wark is performed on the basis of cost-plus, Contractor's fee shall be deteiYnined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is deteiin.ined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Docunzentation.: Whenever the Cost of the Worlc for any purpose is to be deteimined 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 brealcdown together with supporting data, 11.02 Allowaizces 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 acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decembfr2l, 2012 00 �z oo - i General Conditions Page 44 of 63 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 fmal 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 Wark, 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. Detertninations 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 worlc included as part of the unit price. D. City may make an adjushnent 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 Exira Work in accordance with Paragraph 10.01. l. 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 far at the Contract unit price. CIT'I' OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemba2l, 2012 oo�zoo-i General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incuiYed 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 iive 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 shall 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 ui cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Cl�arage of Corztf•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 Exh•a 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 Worlc 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 all 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 conirol 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 00�2oo-i General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice ofDefects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, con•ected, or accepted as provided in this Article 13. 13.02 Access to Worlc 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 personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereo fl to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests ar approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas 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 deternuned solely by City. 1. 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 SPECIFCATION DOCUMENTS Revision: Decc�nber2l, 2012 007200-I Generat Conditions Page 49 of 63 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. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the worlc of others) that is to be inspected, tested, or approved is covered by Contractor without written concuirence of City, Contractor shall, if requested by City, uncover such Worlc 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 Uncove��z�ag Worlc A. If any Worlc 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 Worlc be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise malce available for observation, inspection, or testing as City may require, that portion of the Work in question, filii�ishing all necessary labor, material, and equipment. 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, attorneys, 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 worlc of others); or City shall be entitled to accept defective Worlc 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 Worlc 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 Worlc 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decemba2l, 2012 00�2oo-i General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, ar employee or agent of any of them. 13.06 Cor��ection oY Ref�Zoval of Defective Wof�lc A. Promptly after receipt of written notice, Cont�-actor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Worlc has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 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 COYl�ection 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 pertnitted 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: 1. repair such defective land or areas; or 2. correct such defective Work; or if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deczinba2l, 2012 00�2oo-t General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Worlc, the coi7�ection period for that item may start to iun froin an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has Ueen corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Warlc rnay Ue required to be extended for an additional period of one year after the end of the initial coizection period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by iiling a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's oUligations under tlus Paragraph 13.07 are in addition to any other obligation or wan•anty. The provisions of this Paragraph 13.07 shall not be constiued as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance ofDefective Wo�•k If, instead of requiring coi7ection or removal and replacement of defective Worlc, City prefers to accept it, City may do so. Contractor shall pay all clauns, 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) attributable to City's evaluation of and detei7nination to accept such defective Worlc and for the dim.inished value of the Worlc to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final 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 Worlc so accepted. 13.09 City May Correct Defective WorTc A. If Contractor fails witlun a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Worlc as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Worlc in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, 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 representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decanb�r21, 2012 00�2oo-i General Conditions Page 52 of 63 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 Ciry's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Valzces 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 Payxnent acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Pfrogress Payt�Zents A. Applzcations for Payments: 1. 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 date 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 suitably 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 documentation 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. Begimung with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge 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. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dacember2l, 2012 oo�aoo-1 General Conditions Page 53 of 63 B. Review ofApplications: 1. 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 malce 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 obsetvations of the executed Work, and on Ciry's review of the Application for Payinent and the accoinpanying data and schedules, that to the best of City's lcnowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accardance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Docuinents, a fmal determination of quantities and classifications for Worlc perfoimed 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 checic the quality or the quantity of the Worlc as it has been performed have been exhaustive, extended to every aspect of the Worlc in progress, or involved detailed inspections of the Worlc 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 Warlc. 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 payrnent previously made, to such extent 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 C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLTMENTS Revision: Daceanber2l, 2012 00 �a oo - � General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retaitzage: 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 shall be five percent (5%). D. Liquidated Daniages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day 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 Payfnent.• 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 knowledge 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 adjustment 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 payrnent free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision; Dece�nber2l, 2012 007200-1 General Conditions Page 55 of 63 14.04 Pa��tial Utzlzzation A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed part of the Worlc which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioiung and usable part of the Work that can be used by City for its intended puipose without significant interference with Contractor's performance of the remainder of the Worlc. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City detei7�7uies to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Worlc to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Fiizallnspectiora 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 against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Worlc is not ready far 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 Contractar a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dace�nba21, 2012 oo�zoo-� General Conditions Page 56 of 63 14.07 Fifaal Payment A. Applicatioi2 fo�� Payn2eiat: 1. Upon Final Acceptance, and in the opuuon of City, Contractor may malce an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The fmal 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 requued 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. afiidavits 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 Payrnent 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 and 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 fmal 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 Conzpletion Delayed and Partial Retainage Release A. If fmal completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's iinal Application for Payment, and without terminating the Contract, make payrnent 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 retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished 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 SPECIFCATION DOCUMENTS Revision: Dece�nba21, 2012 00 �z oo - � General Conditions Page 57 of 63 partion of the Worlc 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. Pai•tial Retair�age Release. For a Cont�•act that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other constiuction ui the Contract Documents for all Worlc locations, the Ciry may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all subinittals and fmal quantities must be completed and accepted far all other worlc. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Clairns 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 worlc under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspeizd Wo��lc A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Worlc 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 determined 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 damaged in any way, and he shall take every precaution to prevent damage or deterioration of the worlc 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 returning the necessary equipment to the job when it is deternuned by the City that construction may be resumed. Such reitnbursement 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 SPECIFCATION DOCUMENTS Revision: Dece�nba21, 2012 00 72 00 - 1 General Conditions Page 58 of 63 15.02 City May Te�°�zinate for Caa�se A. The occun�ence 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 Worlc in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled worlcers 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 Business Diversity Enterprise Ordinance #20020-12-2011established 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 malce good any defect in materials or workmanship, 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 assigntnent 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 bankrupt, or otherwise fmancially 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 Paragraph 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. l. 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 extent 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 days 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 days after date of an additional written notice demanding Surety's performance of its CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dece�nba21, 2012 00 �z oo - i General Conditions Page 59 of 63 obligations, then City, without process or action at law, may talce over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety $•om the site and talce possession of the Worlc, and all materials and equipment incorporated into the Worlc stored at the Site or for which City has paid Contractor or Surety but wluch are stored elsewhere, and fuush the Work as City may deem expedient. Whether City or Surety completes the Worlc, Contractor shall not be entitled to receive any further payment until the Worlc is iuushed. 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 incun•ed 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 Worlc 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 failure to timely complete the entire Contract. Contractor shall not be entitled to any clairn 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 ternunated if Cont�•actor begins within seven days 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 ternunation 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. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Deceuiba2l, 2012 00 �2 00 - i General Conditions Page 60 of 63 15.03 City May Ternzinate Fo�� Cotzve�aie�ace 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 termination to the Contractor specifying the extent to which performance of Worlc under the contract is terminated, and the date upon which such ternunation 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 Ciry. 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 sha11: 1. Stop work under the Contract on the date and to the extent 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 terniinated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work ternunated by notice of ternvnation; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, 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 ternlination; 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 Wark as shall not have been ternunated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has ar may acquire the rest. C. At a time not later than 30 days after the termination 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. � CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENI'S Revision: Dacemba2l, 2012 007200-I General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification Uy the City upon removal of the items or, if the items are stored, witlun 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 fmal settlement. E. Not later than 60 days after the notice of ternunation, the Contractor shall submit his termination claim to the City in the foi�n 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 Worlc executed in accordance with the Contract Documents prior to the effective date of termination, including fau• and reasonable sums for overhead and proiit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, inaterials, or equipment as required by the Contract Documents in connection with uncompleted Worlc, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. 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 teiinination of the Worlc, the City shall detennine, 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 ainounts deterrnined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and P��ocedures 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 for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 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 terniination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dece�nber2l, 2012 00 �z oo - i General Conditions Page 62 of 63 1. elects in wi7ting to involce 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 pariy of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 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 ar to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made m writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Conaputation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cunaulative 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. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCITMENTS Revision: Decanber2l, 2012 00 �z oo - i General Conditions Page 63 of 63 17.04 Su��vival of Obligatioras All representations, indemnifications, wairanties, and guarantees inade in, required by, or given in accordance with the Conh•act Documents, as well as all continuing obligatiaris indicated in the Contract Documents, will survive final payinent, completion, and acceptance of the Work or teimination or coinpletion of the Contract or termination of the seivices of Contractor. 17.05 Headir�gs Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 007300-1 SUPPLEMENTARY GONDITIONS Page 1 of 5 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 which 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 are instructions that modify or supplement specific paragraphs in the General Gonditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications and Specifications shall govern over standard details. SC-4.OlA Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the imal easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.O1A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of February 21, 2012: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER NONE TARGET DATE OF POSSESSION 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, Contractor 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" CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 BRIDGE REHABILITATION (2012-25) GGO1-539590-0202003 00 73 00 - 2 SUPPLEMENTARY CONDITIONS Page 2 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 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of FeUruary 21, 2012 EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADNSTMENT 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., "Subsw•face and Physicai Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A"None" Report No. , dated , prepared by "None" a sub-consultant of "None", a consultant of the City, providing additional information on "None" The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: NONE SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SG5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: NONE (3) Other: NONE SG5.04A., "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 accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 BRIDGE REHABILITATION (2012-25) GGO1-539590-0202003 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 S. 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 5.04B. Coirunercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2;000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on °Any Auto", defined as autos owned, hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 PropertyDamage 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 properties in such a manner as not to interfere with, hinder, ar obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract N/A N/A X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 BRIDGE REHABILITATION (2012-25) GGO1-539590-0202003 007300-4 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 1. Where a single railroad company is uivolved, 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 Uy the Project at entirely separate locations on the line ar lines of the same railroad company, separate coverage may be required, each in the amount stated above, 2. Where mare 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 inay be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at- grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other worlc 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 worlc may be at two or inore separate locations. No work or activities on a railroad company's property to be perfornzed 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 Coinpany prior to the Contractor's beginning worlc. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. 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 — 6.07 SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: UP Railroad SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. Nationwide Pernut 14 2. Flood Plain Pernut (Ranch View Road and Old Denton Road) SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding pernuts and/or licenses to be acquired, if any as of April 30, 2013 Outstanding Permits and/or Licenses to Be Acquired CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 BRIDGE REHABILITATION (2012-25.) GG01-539590-0202003 � ./►1 i City 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION THC Permit for Ranch View Rd and Old 06/15/2013 Denton Rd 1 2 3 4 SC-7.02., "Coordination" 5 6 The individuals or entities listed below have contracts with the City for the performance of other work at 7 the Site: 8 None z � Vendor Scope of Work Coordination Authority NONE NONE NONE 9 10 11 SC-8.01, "Communications to Contractor" 12 13 NONE 14 15 SC-9.01., "City's Project Representative" 16 17 The following ium is a consultant to the City responsible for construction management of this Project: 18 NONE 19 20 SC-13.03C., "Tests and Inspections" 21 22 NONE 23 SC-16.O1C.1, "Methods and Procedures" 24 25 NONE 26 27 �g 29 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 21, 2012 BRIDGE REHABILITATION. (2012-25) GGO1-539590-0202003 oiiioo-i 3UMMARY OF WORK Page I of 3 1 2 S�CTION O1 11 00 SUMMARY OF WORK 3 PART1- GENERAL 4 1.1 SiJMMARY 5 A. Section Includes: 6 1. Summary of Work to be perfoi7ned in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 l. MOBILTZATI<ON SHALL BE SUBSIDIAR.Y- TO THYS PRO7ECT �'AY ITEN1 9 NO SEPAItAT� PAY; 10 C. Related Specification Sections include, but are not necessarily limited to" 11 1. Division 0- Bidding Requu•ements, Contract Fonns, and Conditions of the Contract 12 2. Division 1- General Requu•ements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 R�FERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIItEMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Speciiications. B. Subsidiary Wark 1. Any and all Work specifically governed by docuinentary 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. 2. MOBILIZATION SHALL NOT BE PAID DIIZECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MAJOR ITEMS OF WORK. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the pubiic 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 011100-2 SUMMARY OF WORIC Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 a. A reasonable amomit of tools, materials, and equipment for constnzction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. b. . Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstiucted and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 14 2. Do not store equipment or material on private property unless and until the 15 specified approval of the property owner has been secured in writing by the 16 Contractor and a copy furnished to the City. 17 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 18 obstructions which must be removed to make possible proper prosecution of the 19 Work as a part of the project construction operations. 2b 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 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private.property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might. be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. ,The cost for all fence work associated with easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the proj ect proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS Revised July 1, 201 I BRIDGE REHABILITATION (2013-25) GG01-539590-0202003 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT US�D) 4 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED] 5 1.9 QUAI,ITY ASSUItANC� [NOT US�D] 6 1.10 DELIV�RY, STORA�E, AND IIANDLING [NOT USED] 7 1.11 FIELD [SIT�] CONDITIONS [NOT USED] 8 112 WAI2I2ANTY [NOT US�D] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED) 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13 CTI'Y OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July l, 2011 012500-i SUBSTITUTION PROCEDURES Page 1 of 5 1 2 3 PART 1- GENEI2AL 4 1.1 STTMMARY 5 6 7 & 9 10 11 12 13 14 15 16 17 18 19 1.2 20 21 22 SECTION O1 25 00 SUBSTITUTION PROCEDURES A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is speciiied by descriptive or perfonnance criteria or deimed by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication 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 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. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIl2EMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), th� 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 Speciiications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or=equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH �RIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGOI-539590-0202003 Revised July 1, 2011 oizsoo-a SUBSTITUTION PROCEDURES Page 2 of 5 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SLTBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Prosedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 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 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data sul�stantiating compliance ofproposed 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) Manufaeturer's name b) Telephone number and representative contact name c) Speci�cation Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Coutract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Iteinized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition ar materials of construction c) Weight d) Electrical or mechanical requirements 4) Productexperience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCCTMENTS GGO1-539590-0202003 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 4. No additional contract time will be given for substitution. 5. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accardance 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 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 13 14 15 16 17 18 19 20 21 22 23 . 24 25 � 1.9 QUALITY ASSUItANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modiiications 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 IIANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-539590-0202003 Revised July 1, 2011 012500-4 SUBSTITUTION PROCEDURES 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 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the speciiied item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substilution: 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. Wliat effect does substitution have on.other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved _ Recommended _ Recommended Not recommended Received late By Date Remarks Rejected CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 1 Clty Date oiasoo-s SUBSTITUTION PROCEDURES Page 5 of 5 C1TY OF FORT WORTH BRIDGE REIiABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCt7MENTS GGO1-539590-0202003 Revised July l, 2011 013119-1 PRECONSTRUCTION M�ETING Page 1 of 3 1 2 3 PART 1 - GEN�RAI. 4 1.1 SIIMMARY SECTION 0131 19 PRECONSTRUCTION MEETING 5 A. Section I�icludes: 6 1. Provisions for the preconstiuction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 11 12 13 1.2 14 15 16 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 PROCEDUIZES 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 tlus Item. 17 1.3 R�FERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIItEMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractar's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CTI'Y OF FORT WORTH BRIDGE REHABILITATIOAN (2013-25) STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS GGOl-539590-0202003 Revised July l, 2011 O1 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 45 � 5. e. Other City representatives f. Others as appropriate 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 Preconstruction Meeting. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. _ Contractor's work plan and schedule e. Contract Time £ 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 1. Insurance Renewals m. Payroll Certification n. Material Certificaiions and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Coniined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims � bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REI-IABILITATIOAN (2013-25) GGO1-539590-0202003 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAlNTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSUI2ANCE [NOT USED] 6 1.10 DELIV�RY, STORAG�, AND IIANDLING [NOT U5ED] 7 1.11 FIELD [SITE] CONDITIONS [NOT US�D] 8 1.12 WA,ItI2ANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH BRIDGE REI��ABILITATIOAN (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS GGO1-539590-0202003 Revised July l, 2011 013120-1 PROJECT MEETINGS Page 1 of 3 1 2 3 PART 1 - GENEI2AI� 4 l.l SLTMMARY 5 6 � 8 9 10 11 12 13 14 1.2 SECTION 0131 20 PROJECT MEETINGS A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Speciiication 1. None. C. Related Specifcation 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 1 S 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 REQUIItEMENTS 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 prepare minutes and retained by City for 27 future reference. 28 4. Meetings; in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre-Construction Neighborhood.Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of ineeting to be determined by the City. 37 3. Attendees 38 a. Contractor CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-539590-0202003 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 2 3 4 5 6 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetulgs 8 l. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled aiid administered by Proj ect Representative. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional ineetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment a Coordination between other construction projects d. Resolution of constiuction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's proj ect manager b. Contractor's superi�tendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. .Engineer's representatives e. City's representatives £ Others, as requested by the Proj ect Representative 5. Preliminary Agenda may include: a. Review of Wo'rk progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CTl'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 , DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3- EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH STANDAFtD CONSTRUCTION SPECIFICATION DOCUMENTS , Revised July l, 2011 BRIDGE REHABILITATION (2013-25) GGO 1-539590-0202003 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 2 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE 3 PART1- GENERAL 4 1.1 SITMMARY 5 A. Section Includes: . . 10 11 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Speciiic requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification l. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 17 18 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. 19 1.3 REFERENCES 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Definitions l. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration proj ects b. Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3- Schedule subrnittal required by contract as described in the Speciiication and herein. Majority of City projects, including all bond program projects d. Tier 4- Schedule submittal required by contract as described in the Speciiication and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule submittal required by contract as described in the Speciiication and herein. Large and/or very complex proj ects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGOI-539590-0202003 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 2 � 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 7 8 9 10 11 . 12 13 14 15 A. Baseline Schedule 1. General a. Prepare a cost-loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible far developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 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 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates . 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufiiciently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 . 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS GGOI-539590-0202003 Revised July 1, 2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City iinds 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 2. Submit each request for change in Contract completion date to the City within 30 days after the begiruiing of the delay for whicli a time extension is requested but before the date 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 far 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 unfareseeable 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 accardingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize 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. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest iuiish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 46 b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GG01-539590-0202003 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 c. Acknowledge 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. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as iinal. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 2'7 1. Submit progress Schedule in native iile format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 35 36 37 38 39 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 7uly 1, 201I BRIDGE REIIABILITATION (2013-25) GGO1-539590-0202003 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of S 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.'1 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINT�NANCE MATE1tI�1L SUBMITTALS [NOT US�D] 4 1.9 QUALITY ASSUItANC� 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. � 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the constiuction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of caxe for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 l.11 rIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WAR][tANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] � 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1& CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) 3TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July l, 2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART 1 - GENERAI. SECTION 0132 33 PRECONSTRUCTION VIDEO 4 1.1 SUMMARY 5 A. Section Includes: 6 l. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirernents 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstructiori video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WAIt][2ANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH BRIDGE REI-IABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS GGO1-539590-0202003 Revised July 1, 2011 O1 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH BRIDGE REI-IABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 201 I 013300-1 3UBMITTALS Page 1 of 8 1 2 3 PART 1- GENERAI. 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 1.2 SECTION O1 33 00 SUBMITTALS A. Section Includes: 1. General methods and requirements of subinissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (iricluding Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification l. 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 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 24 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 Wark 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 � Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 BRIDGE REF�ABILITATION (2013-25) GGO1-539590-0202003 01 33 00 - 2 SUBMITTALS 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 d. Make submittals proinptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When.submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubinission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1 1 11 1: C 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. Contractor Certification l. 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 numUers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer a Certificatiori 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 l. Fold shop drawings larger than 8%a inches x 11 inches to 8%z inches x llinches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certiiication b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCCTMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGOI-539590-0202003 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identiiication 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Speciiication Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identiiied as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applieable standards, such as ASTM or Federal Specification.numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identiiication by highlighting of revisions on resubmittals 14 1 l. An 8-inch x 3-inch blank space for Contractor and City stamps 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 F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Settirig diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: l.) 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 correct 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 included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviseci July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 013300-4 SUBMITTALS Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 7) Standard wiring diagrams S) Printed perfoimance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and p�inted product wan�anties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work 18 I. Do not start Work requuing a shop drawing, sample or product data nor any material to 19 be fabricated ar installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's _ 22 risk. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Proj ect directory for electronic subrnittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b, Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 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 2'7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013300-5 SUBMITTALS Page 5 of 8 a: Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distribuied to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously speciiied. K. Submittal Review 3 0 1. The review of shop drawings, data 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 furnished 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 regard 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. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 013300-6 SUBMITTALS Page 6 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and corrunents IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the � � final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 calendar days of the date of the City's transmittal requiring the resubmittal. d. 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 confonnance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no rnore than twice at the City's expense. � 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Working Days prior to release for manufacture. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 calendar days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certiiication for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Coiitractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and - Speci�'ications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFn form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. . 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REIIABILITATION (2013-25) GGO1-539590-0202003 013300-8 SUBMITTALS Page 8 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATEI2IAI., SUSMITTALS [NOT USED] 5 1.9 QUALITY ASSIJItANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WA,ItI2ANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13 CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 1 2 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 SECTION O1 35 13 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 l.l SiTMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines a Confned Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. £ Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification l. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDUItES 26 27 28 29 30 31 32 33 34 35 36 3'7 38 39 40 41 42 A. Measurement and Payment l. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additionallnsurance 5) Insurance Certiiicates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 O1 35 13 - 2 SPECIALPROJECTPROCEDURES Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2. Railroad Flagmen a. Measurement 1) Measurement for this Itein will be per warking day. b. Payment 1) The work performed and materials furnished in accardance with this Item will be paid for each workuig day that Railroad Flagmen are present at the Site . c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payinent will be allowed for this Item. 15 1.3 IZCFEItENCES 16 A. Reference Standards 17 1. Reference standards cited in this Speciiication refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Speciiication, unless a date is specifically cited. 20 2. North Central Texas Council of Governsnents (NCTCOG) — Clean Construction 21 Specification 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation priar to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 2. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 3. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Mai.ntain an accurate log of all such calls to power company and record action taken in each case, b. Coordination with power company CTI'Y OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised [Insert Revision Date] O1 35 13 - 3 SPECIAL PROJECT PROCEDURES 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 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Conimed Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Pei�nit Required for Confined Spaces D. Air Pollution Watch Days 1 2. General a. Observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. a Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 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 certiiied by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (LTLSD), diesel emulsions, or. alternative 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 notiiication in accordance with Section O1 31 13 F. Water Department Coordination 40 1. During the construction of this project, it will be necessary to deactivate, for a 41 period of time, existing lines. The Contractor shall be required to coordinate with 42 the Water Department to determine the best times for deactivating and activating 43 those lines. 44 2. Coordinate any event that will require connecting to or the operation of an existing 45 City wafer line system with the City's representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CPI'Y OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GG01-539590-0202003 Revised [Insert Revision Date] 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 b. If needed, obtain a hydrant water meter from the Water Department for use 2 during the life of riamed project. - 3 c. I�Z the event that a water valve on an existing live system be turned off and on 4 to accoimlzodate the construction of the project is required, coordinate tlus 5 activity through the appropriate City representative. 6 1) Do not opera�e water line valves of existing water system. 7 a) Failure to comply will render the Contractor in violation of Texas Penal 8 Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor 9 will be prosecuted to the full extent of the law. 10 b) In addition, the Contractor will assume ali liabilities and 11 responsibilities as a result of these actions. 12 G. Public Notiiication Prior to Beginning Construction 13 1. Prior to beginning construction on any block in the project, on a block by block 14 basis, prepare and deliver a notice or flyer of the pend'uig construction to the front 15 door of each residence or business that will be impacted by construction. The notice 16 shall be prepared as follows: 17 a. Post notice or flyer 7 days prior to beginning any construction activity on each 18 block in the project area. 19 1) Prepare flyer on the Contractor's letterhead and include the following 20 information: 21 a) Name of Project 22 b) City Project No (CPN) 23 c) Scope of Project (i.e, type of construction activity) 24 d) Actual construction duration within the block 25 e) Name of the contractor's foreman and phone number 26 � Name of the City's inspector and phone number 27 g) City's after-hours phone number 28 2) A sainple of the `pre-construction notiiication' flyer is attached as Exhibit 29 A. 30 3) Subinit schedule showing the construction start and finish time for each 31 block of the project to the inspector. 32 4) Deliver flyer to the City Inspector for review prior to distribution. 33 b. No construction will be allowed to begin on any block until the flyer is 34 delivered to all residents of the block. 35 H. Public Notiiication of Temporary Water Service Interruption during Construction 36 1. In the event it becomes necessary to temporarily shut down water service to 37 residents or businesses during construction, prepare and deliver a notice or flyer of 38 the pending interruption to the front door of each affected resident. 39 40 41 42 43 44 45 46 47 48 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Proj ect Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date) BRIDGE REHABILITATION (2013-25) GGO 1-539590-0202003 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 2 3 4 5 6 7 8 9 10_ 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 c. d. e. f. 6) Name of the City's inspector and phone number A sample of the temporary water service interruption notification is attached as Exhibit B. Deliver a copy of the temporary inten-uption notification to the City inspector for review prior to being distributed. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. I. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad pertnits are required, meet all requirements set forth ui each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for veriiication of working days that railroad flagmen were personnel were present on Site. 32 K. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 L. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INrORMATIONAL SUBMIT'I'ALS [NOT US�D] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MAT�R.iAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT US�D) 6 1.10 DELIV�RY, STORAGE, AND FIANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WA�RRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT US�D] 10 PART 3- EXECUTION [NOT USED] 11 12 END Or SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 2011 13 CTfY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised [Insert Revision Date] 1 2 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: lo Mapsco Location: i l Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.> 29 3o OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL. (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 Exx�IT a (To be printed on Contractor's Letterhead) 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 CPI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] BRIDGE REHABILITATION (2013-25) GG01-539590-0202003 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 2 EXHIBIT B � � � ,� • • ''' • r * Dete: DOE NO. XXXX Project Eleme: A DU� TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON B�TWEEN THE HOURS OF AND IF YOU I3AVE QUESTIONS ABOUT THI5 SHUT-OUT, PLEAS� CALL: MR. AT (CONTRACTOR$ SUPERINTENDENT) (TELEPIiONE NUMBER) m MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHOIiT AS POSSIBLE. THANK YOU, CONTRACTOR 3 m � CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-539590-0202003 Revised [Insert Revision Date] 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 2 3 PART1- GEN�RAL SECTION O1 45 23 TESTING AND 1NSPECTION SERVICES 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAI'MENT PROCEDUItES 13 14 15 16 17 18 19 20 21 22 23 24 25 1.3 A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQiTIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 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, sufiiciently 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 external FTP site approved by the City. CTfY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-539590-0202003 Revised July 1, 2011 014523-2 TESTING AND INSPECTION SERVICE3 Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests perfortned by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following infoi-�nation: a. Name of pit b. Date of delivery c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT US�D] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SLTBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERiAI., SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 25 26 27 28 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WAItRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE � CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 olsoao-i TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION Ol 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 11 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 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 B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specifcation 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 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities 1. 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. $e responsible for utility service costs until Work is approved for Final 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 Representatives. c. Coordiriation 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 BRIDGE REHABILITATON (2013-25) GGO1-539590-0202003 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 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 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide aud pay for electric powered seivice as required for Wark, 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. 4. Telephone a. Provide emeigency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Proyide temporaiy heat and ventilation to assure safe working conditions. 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 sanitaiy 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 health 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 near 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 buildings. 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATON (2013-25) GGO1-539590-0202003 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the proj ect. a. Contractar 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. 1.5 SUBMITTALS [NOT U5ED] 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, STOR.AGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WA,RRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] . 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIlt] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING (NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS Revised July l, 2011 BRIDGE REHABILITATON (2013-25) GGO1-539590-0202003 015000-4 TEMPORA.IZY FACILITIES AND CONTROLS Page 4 of 4 1 l. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAIlVTENANC� [NO'I' USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END Or SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH BRIDGE REHABILITATON (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-539590-0202003 Revised 7uly 1, 20ll 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GEN�RAL 4 1.1 SiTMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modiiication of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 13 14 15 16 1.2 17 18 19 20 1.3 21 22 23 24 25 C. Related Speciiication 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 34 71 13 — Traffic Control PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at ihe time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIl2EMENTS 27 A. Traffic Control 28 l. General 29 a. When traffic control plans are included in the Drawings; provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare trafiic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Trafiic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 Oi5526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 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 1) Allow a minimum of 5 working days for pei7nit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control l. Prior to installation tr•affic control: � a. Submit revised trafiic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign l. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 32 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] � END OF SECTION CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOl-539590-0202003 Revised July 1, 2011 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 7 CTI'Y OF FORT WORTH BRIDGE REF-IABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 2 3 PART 1. - GENEItAL 4 1.1 SiTMMA,RY 5 6 7 8 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION A. Section Includes: 1. Procedures for Sto17n Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification l. None. 9 C. Related Speciiication Sections include, Uut are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1— General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 18 19 20 A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item, 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference . 30 standard published at the time of the latest revision date logged at the end of this 31 Speciiication, unless a date is speciiically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUII2EMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CTI'Y OF FORT WORTH BRIDGE REHABILTTATON (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 O15'713-2 STORM WATER POLLUTION PREVENTION 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 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accardance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 � - . "'r 1. Submit in accordance with Section Ol 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATON (2013-25) GGO1-539590-0202003 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section Ol 33 00. = 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOS�OUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSIJRANCE [NOT USED] 8 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WA12Rf1NTY [NOT USED) 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED) 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH BRIDGE REHABILITATON (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOl-539590-0202003 Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 2 3 PART1- GENERAL SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE 4 1.1 SITMMAItY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRIC� AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed far this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATER.I�1L SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 l. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCtTMENTS GGO1-539590-0202003 Revised July 1, 2011 oissl3-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 l. Sign 3 a. Const�ucted of 3/a-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 P12�PA12ATION [NOT USED] l0 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Ban-icade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 311 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 31 END OF SECTION CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION 3PECIFICATION DOCLIMENTS GGO1-539590-0202003 Revised 7uly 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July 1, 2011 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 2 3 PART 1 - GENERAI., 4 1.1 SLTMMARY 5 6 7 8 9 10 11 12 1.2 SECTION O1 60 00 PRODUCT REQUIlZEMENTS A. Section Includes: 1. A listing of the approved products for use in the City B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Foims and Conditions of the Contract 2. Division 1— General Requu•ements PRIC� AND PAYMENT PROCEDUItES [NOT USED] 13 1.3 REFEItENC�S [NOT USED] 14 1.4 ADMINISTRATIVE 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 similar 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 are 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 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGOl-539590-0202003 Revised July l, 2011 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 1 l.11 FIELD [SITE] CONDITIONS [NOT U5ED] 2 1.12 WA]f212ANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE CTTY OF FORT WORTH BRIDGE REIIABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-539590-0202003 Revised July 1, 2011 017423-I CLEANING Page 1 of 4 i 2 3 PART 1 - GENEI2AI� 4 1.1 SUMMARY 5 6 � 8 9 10 11 12 13 14 SECTION O1 74 23 CLEANING A. Section Includes: 1. Intermediate and final cleaning for Wark not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Fornls and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDUI2ES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Iteins bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIItEMENTS 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 'unmediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT U5ED] 28 1.8 MAIN.TENANCE MATERIAL SUBMITTALS [NOT USED] 29 30 31 32 33 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND I3ANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-539590-0202003 Revised July 1, 2011 O1 74 23 - 2 CLEANING Page 2 of 4 1 l.11 FIELD [SITE] CONDITIONS [NOT US�D] 2 112 WA,I2I2ANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FLIRNISHED (oa] OWNER-SUPPLI�DPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 l. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer ll 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOI-539590-0202003 Revised July 1, 2011 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Wark and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 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 B. Intermediate Cleaning during Construction l. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximuin weekly intervals, dispose of waste materials, debris and rubbisl�. 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 areas 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, fingerprints, 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 flters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if uiuts were operated without filters during construction. 6. Replace all burned out lamps. '7. Broom cleari process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final 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 trafiic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CiTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-539590-0202003 Revised July l, 2011 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] , 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION � 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOl-539590-0202003 Revised July 1, 2011 � 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART 1 - GENEI2AI. 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 1.2 SECTION O1 77 19 CLOSEOUT REQUIREMENTS 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 Speciiication 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 PROCEDUItES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Itein. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUII2EMENTS 18 A. Guarantees, Bonds and Afiidavits 19 1. No application for iinal payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily iiled with the City. 22 B. Release of Liens or Claims 23 1. No application for iinal payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH BRIDGE REFiABILITATION (2013-25) STANDAItD CONSTRUCTION SPECIFICATION DOCLJMENT3 GGO1-539590-0202003 Revised July 1, 2011 1 1.6 INFORMATIONAL SUBMITTALS [NOT US�D] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED) 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2'7 28 29 30 31 32 33 34 35 36 37 38 39 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section Ol 78 39 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 B. Prior to requesting Final Inspection; perform final cleaning in accordance with Section O1 74 23. C. Finallnspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specifed spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1& 19 20 21 22 23 24 25 26 27 28 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactoiy, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation l. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Afiidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 ItEPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED) 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED) 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 29 CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 BRIDGE REI-IABILITATION (2013-25) GGO1-539590-0202003 1 2 C! 5 6 7 8 9 10 11 12 13 14 15 16 17 3 PART 1 � GENERAI. l.l SIJMMARY SECTION O1 78 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 A. Section 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. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 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 REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] ►.' 30 31 32 33 34 35 36 1.9 QUALITY ASSUItANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifcations 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 search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REI-IABILITATION (2013-25) GGOI-539590-0202003 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAG� AND IIANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRAIVTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLI�D PRODUCTS [NOT USED] 19 20 21 22 23 24 25 26 27 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. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] � 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 30 31 32 33 34 35 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCLJMENTS - JOB SET". CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-539590-0202003 Revised July 1, 2011 017839-3 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 2. Preservation a. Considering the Contract completion tiine, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to fnal 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), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a"cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modi�cations 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 j ob set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding iinal documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGO1-539590-0202003 017839-4 PROJECT RECORD DOCUMENTS 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 c. Call attention to each entry Uy drawing a"cloud" around the area or areas affected. 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 carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIl2 / 12�STORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USEi�] 3.7 rI�LD [oR] SITE QUALITY CONTROL (NOT USED] 3.8 SYSTEM STARTUP [NOT US�D] 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 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE - NAME SUMMARY OF CHANGE 26 CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 BRIDGE REHABILITATION (2013-25) GGOl-539590-0202003 34 71 13 - 1 TRAFFIC CONTROL Page 1 of 6 1 2 3 PARTl- G�NERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1.2 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SECTION 34 71 13 TRAFFIC CONTROL A. Section Includes: 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans B. Deviations from this City of Fort Worth Standard Specificatiot: 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 PROCEDUItES A T�o.,�,,.-o,�,o„+ ..„.7 D.,<.,,-,o.,t � T„��„�t„*;,,,, „�rr...,��;,. r * t r� TiTo „t R. � �l T1�iQ t.... �; � : '�'�� '� ��.. � L i. » �. ��, � ,t, n � . _ �� .�.��a��., �,,,.,.� ,.� n ,.. „��. :� ao�;.,oa .,� zn ,.�io�a,..- a.,..� tl� L a 1[1V13G1I . � .�ZT P « » r� 3e�� -c�'.r�iv�i s'ca caxE�xe-�—�r¢�.-a�crrciri� "axzccii v' "�v�a�vrcr��i@ Hii��l£� 1.;.7 � « «T,-„f�iE-�6i}�iA ��. E. Tl,o ...�:,,o t,;,a .,1,.,11 ;,.,,1„ao: 1 \ T,.,, fF;,. !�„„�,.,,1 ; ,.le,�.o,.4..4;.,,-. � � � � ��.� �,��,, ��ie� �TP�o4�e-�a��Ee q� n a;,,��..o„�� Gl Ao..l.,.,o,�.o„�� -- F�� 2. Portable Message Signs a. Measurement CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 BRIDGE REiIABILITATION (2013-25) GGO 1-539590-0202003 34 71 13 - 4 TItAFFIC CONTROL Page 4 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] fe�:t7��.71.Ifc� DE:��lll1� [7►1 4 3.1 EXAMINATION [NOT USED] 5 3.2 PREPAItATION 6 A. Protection of In-Place Conditions 7 l. Protect existing traffic signal equipment. 8 3.3 INSTALLATION 9 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 10 the Drawings and as directed. 11 B. Install Trafiic Control Devices straight and plumb. 12 C. 13 14 15 D. 16 17 18 19 - 20 E. 21 22 23 24 25 F. 26 27 Do not make changes to the location of any device or implement any other changes to the Trafiic Control Plan without the approval of the Engineer. 1. Minor adjustments to meet iield constructability and visibility are allowed. Maintain Traffic Control Devices by taking corrective action as soon as possible. 1. Corrective action includes but is not limited to cleaning, replacing, straightening, covering, or removing Devices. 2. Maintain the Devices such that they are properly positioned, spaced, and legible, and that retroreflective characteristics meet requirements during darkness and rain. If the Inspector discovers that the Contractor has failed to comply with applicable federal and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, lights, signs, or other precautionary measures for the protection of persons or property), the Inspector may order such additional precautionary measures be taken to protect persons and property. Subject to the approval of the Inspector, portions of this Project, which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments, can be constructed during any phase. 28 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 29 distance of drivers entering the highway from driveways or side streets. 30 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 31 be erected and mounted on portable supports. 32 1. The support design is subject to the approval of the Engineer. 33 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 34 J. If at any time the existing traffic signals become inoperable as a result of construction 35 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 36 approved by the Engineer, to be used for Traffic Control. 37 K. Flaggers CITY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-539590-0202003 Revised July l, 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 28 29 30 31 32 34 71 13 - 5 TRAFFIC CONTROL Page 5 of 6 1. Provide a Contractor representative who has been certified as a flagging instiuctor through courses offered by the Texas Engineering Extension Service, the American Trafiic Safety Services Association, the National Safety Council, or other approved organizations. a. Provide the certificate indicating course completion when requested. b. This representative is responsible for training and assuring that all flaggers are qualified to perform flagging duties. 2. A qualified flagger must be independently certified by 1 of the organizations listed above or trained by the Contractor's certified flagging instructor. 3. Flaggers must be courteous and able to effectively communicate with the public. 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals and follow the flagging procedures set forth in the TMUTCD. 5. Provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and Contractor's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shall be located at each end of the lane closure. L. Removal 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights and other Traffic Control Devices used for wark-zone traffic handling in a timely manner, unless otherwise shown on the Drawings. 3.4 REPAIR / RESTORATION [NOT USED] 3.5 RE-INSTALLATION [NOT USED] 3.6 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING [NOT USED] 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 3.13 ATTACHMENTS [NOT USED] END OI+ SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 BRIDGE REHABILITATION (2013-25) GGOl-539590-0202003 34 71 13 - 6 TRAFFIC CONTROL Page 6 of 6 CTTY OF FORT WORTH BRIDGE REHABILITATION (2013-25) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-539590-0202003 Revised July l, 2011 FORT WORTH � ,, Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE qoal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBE/WBE goal on this project is 12 % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: �" 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; � � 3. Waiver documentation, or; 4. Joint Venture. 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. 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 M/VUBE 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 erform 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 MIWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MIVUBE Office at (817) 871-6104. I� Rev.5/30/03 ATTACHMENT1A Page 1 of 4 F_ORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime Gibson & Associates, Inc. PROJECT NAME; M/W/DBE X NON-M/W/DBE Bridge Repair and Rehabilitation at Nine Locations (2013-25) BID DATE 5-30-13 City's MNVBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 12% 12.15 % 2013-25 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the 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. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 St tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full MNVBE credit. The MNVBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev. 5/30/03 FORTWORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify AL.L subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B R o B E E C T E A Builder Services 1 X Rip Rap $ 24,047.72 Company 1855 Wail Street, Ste A Garland, TX 75041 972 840-8399 972 840-8388 Fax TinMan Enterprises 1 X X Misc. Steel $ 22,650.00 6731 Bridge St. Ste 64 Fort Worth, TX 76112 817 288-6116 817 928-3044 Fax CrossRoads, L.P. 1 X Barricades $6,750.00 5012 David Strickland Rd Fort Worth, TX 817 634-0044 817 634-0048 Fax Siesmic Energy Products X Bearing Pads $5,490.00 518 Progress Way Athens, TX 75751 903 675-8571 903 677-3993 Fax Rev. 5/30/03 ATTACHMENT1A Page 3 of 4 FORT WORTH Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MM18Es. Please list M/WBE firms �rst, use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M yy � X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax '' e B R O B E E C T E A Rev. 5/30/03 FORT WORTH ATTACHMENT 1A � Page 4 of 4 II L� Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 46,697.72 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 12,240.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 58,937.72 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Requesf for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create 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 William J. Gibson Printed Signature President Title Gibson & Associates, Inc. Company Name P.O. Box 800579 Address Balch Springs, TX 75180-0579 CitylState/Zip Pam Davis — Contract Administrator Contact Name/Title (if different) 972-557-1199 / 972-557-1552 Telephone andlor Fax pamd(cZqibsonassoc. net E-mail Address 6-5-13 Date Rev. 5/30/03 DOE Pf20JECT 8(p NUMBER FORT WC)R7'�-I (Pieasecheck one) ��'.�".___� MinoritylWomen �usiness Enterprise Offfce LETiER �F INTENT TO P�R�ORM AS A SUBCONTRACTORISUBCONSULTANT [NOTE: Pursuant to the City of Fort Worih MlWBE flrdinance, MJWBE firms participating In the program must have current certificatian status with the Cliy of Forf Warth prior to award af a contract where they are counted towards subcontracting participation. If the City of Fort Worlh determines that a firm is not an ellgible MJWBE firm for City of �'ort Worlh subcontracts, ihat firm should immediaiely submit a completed certificafion application to the North Gentrai Texas aegional Certification Agency (NCTRCAj, 824 Six Fiags Drive, Suite 216, Arlington, TX 7601 i,] 1, Name of Project Brid.g„e Reaalr and Rehabilitation at Nine LocaHons (2013-25) GG01-53590-02020Q3 Z. Name of offerorlprime contractor Gibson & A5SOCi�tes, Inc, 3. The undersigned is prepared ta perform the foll�wfng described work andlor suppiy the materiaf listed in connection wlth the above project (where applicable specify "supply" or "install" or bath}: Rip Rap FUrnish & Install Rip Ra� at the price ni $ 24A47,72 Builder Services Companv 6-5-13 (Name of MNVBE Firmj (�ata� � �� Gircle one Owne Authnrized Agent of MN4f9� Hrmj Type or Print Neme {Signature of Owner or Auihorized Agentof MM19E firm} 972 8a0-9399 {Phone Number) AFFIDAUIT OF PRIME CONTRACTOR 972 84D-8388 (Fax Numberj I HEREBY DECLAR� AND A�FIRM that I, William J, Gibson am the duly aulhorized representative of Circle one (OwnedAulhorized Agent) Gibson & Assoclates lnc. and that I have personally reviewed the material and Namn of Prime Contractor facls sel forih In thls Leiter aF Intent to Perform. 1"o the best of my knowiedge, iniormalion and helief, ihe facts ln ihis form are true, and no materiai facts have been omitted, Pursuant to the City of Fort Worth M/WBE Ordinance, any person [entity] who makes a false or fraudul�nt slatement in connection with participation of a MlWB� in any Gity of Fort Worfh contract may be rsfsr�ad for debarment pro�edures under the Cify of Fort Worth MIWBE Ordinance. I do snlemn{y swear or aFfirm that the signatures contained herein and the infvrmalion provided by the Prime Cantractor are true and correct, and ihat 1 an authorized on bel�alf of the Pr(me Confractnr to make lhe affidavit, William J. Gibson President Cfrcle One (pwnerl Autho� zed Agent) Tyg� r�Name �„ _ ,�li � r (Signature of Owner or Author d Agent) 972-557-1199 (Phone Number) Gibson & Associates, Inc, (Name ot Prima Conlractar-�'rint or Type) s �-13 (Date) 972-557-1552 (Fax Number) OS/] 9/U3 � DQE PROJECT B1D NUMBER F4�► RT WO RT I-� (Pfease chech ene) MinoritylWomen Business Enf�rprise Office LETT�R OF INTENT TQ PERFORM AS A SUBCONTRACTOR/SUBCON5ULTANT [NQT�: Pursuanf to Ihe City of Fort Worih M/WBE Ordinance, M1WBE firms parflcfpafing in the program must have current cerlification status wifh the City of Fort Worth prior to award of a contracl whero they aro counted iowards subcontracting participafion. If the City of Fort Worih determines that a firm is not an eligible M/WBE firm for City of �ort Worfh subcanfracls, that firm shauld immediately submit a compleied cerfificaiion applicalion (o the Norfh Central Texas Regional Certifi�afion Agency (NCTRCA), 624 Six Flags Drive, Suile 216, Arlington, TX 7fi�11.] 1. Name of Praject Bridge Repal� and Rehabililation at Nine Locailons (2013-25Z GCQ1-53590-0202003 2. Name of offerorlprime contractor GlbSoh & ASSOCiateS IC1C. 3. 'ihe underslgned is prepared ta perForm the following described work andlar supply the material lisfed in conneotion wilh ihe above project (�vhere applicable spacify "supply" or "insfail" or 6qfhj; Misc. Steel Furnish & Instail Misc Ste�i at ihe price of $ 22 650.00 TinMan Enterprises 6-5-13 (Namo of M1W@� Fimt) (p j � /� % �/� Tracy Green -� �� C �l�', ��(,�` � j ��r� Circle one (OwnerlAuthor(zed Agent of MNUBE �rmj Type or Print Name (Signaturo o( " nar or Authodzed Agent of M1WBE iirm) 817 288-6916 (Phono Numbor} APFIDAVIT 4F PR1ME CONTE2AC70R 817 928-3044 (Fax Numberj I HEREBY DECIARE AND AFFIRM lhat I, Wiliiam J. Gibson am the duly aulhodzed representatfve of Cirde pne {OwnerlAuthorized Agent) Gibson & Associales, inc. and lhaf I have personalfy reviewed ihe ma(erial and Name of Prfine Con(ractor facts sat forth in this Letter oi Intent io f'erform. 1"o ihe best of my knowledge, informalinn and belief, Ihe facts in ihis farm are lrue, and no malerial facts have been amilted. Pursuant fo ihe C(ty of �ort Worfh M/WBE Ordinance, any person [entity] who makes a faisa or fraudulent statement in connectfon with pariic(pation of a MNVBE in any Ciry of Fort Worth aontract may bo roforred for debarment procedures under the City of �ort Worlh M1WB� Ordinance. I do solemnly sv�ear or affirm thal ihe signatures contalned herein and the information provided by the Prime Conlraclor are true and correct, and that I an aufhorized on behalf of the Prime Cvniraclor to make the affidavit, William J. Gibson Presitlent Circle One (Owned Authorized Agent} T e or Print Name � C��.,l�.___ 1 � - {SlgnaturooFOwnerorAul� izedFgont) 972-557-1199 (Phone Number} Gibson & Associates, Inc. (Name oi primo Contrac�or•Print orTypej 6-5-13 (Dala) 972-557-1552 (Pex Number) OS/ 19/03 l� I I ,I . Engineers and Contractors 11210 Ryliecrest P.O. Box 800579 Balch Springs, Texas 75180-0579 972/557-1199 FAX 557-1552 June 5, 2013 Tariqul Islam Project Manager Transportation and Public Worlcs Department City of Ft Worth 1000 Throckmorton Street Ft. Worth, TX 76102 RE: Project: Bridge Repair and Rehab at 9 Locations (2013-25) Project No.: C GO1-539590-0202003 County: Tarrant Dear Sir: ��p GEHEqq� oy y c� r Sa �'` AMER��' 5 K I L L RFSP�NSIBIL�� INTEGRITY Enclosed please find our Subcontractors/Suppliers Utilization Form as requested on the above referenced project. If there are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. � �:�--�,/�-'�� Pam Davis Contract Administrator K:Vobs\Bridge Repair 9 Locations Ft Worth\Subcontractor-Supplier Utilization Cover.doc � H�AVY � HfIGIE�'WA"�" GQ1�t�TRYJCTkQTd �'REV'AiI,,II`T� �'VA�E �.T�� z00$ AP-1 Bridge Locations, Quantity Summaries, Plans and Details THE CIi'Y OF FORT WORTH, TEXAS � , � •; , � � � x• � � ury �wriw�i � � � ;• ; �. � � w � `� �� t � ��- � _ , �N � � �* � � � _ � .� � �� . -�� _ � � �. �� v� � � �!- , : � �� 3 - . � � , � :� ♦. r , �_ � � �. � . � � CLINTON AVE BRIDGE (OVER MARINE CREEK) — SILVER CREEK BRIDGE (OVER SILVER CREEK) — E NORTHSIDE DR BRIDGE ST CROSSING OVER WEST FO ) � � tz � � � €tz enar a� � e:, � p x7 �% z Htl:tici , �t,, , � s Prr.n[tA:�cs `. ; i � 1 (t7{} ` �;. '° � f � k m . � i f ��` � � c 2E7 � `--� . @tt�ua4M�dRd�,��.� � �id ; �z' � � PadonR� ¢ ��. � f�� , _` iS$��4F �� s � d,-�*€Raw.h Kd W,Hu:kY Rtl �!. .: � €� E�o�t t3 � �t, f�lcilnle rr Lnk�s � ' � � s� � ; `� ` " . c �� t ti� �� i�i� � E � E x �- � � � �' �a�j� Yt�ipliam' I �' � i 4i IIP�9s�l� , Hau taanPark rt ,,yncFRa. _ - M i t _ �+E _ - �r��` � ' � (k: � �� Sa��na��r � � � 4Vatau�n, ' � t�s _ , "s��+4, , r : '� _ ,{�_ .__� � F F t , i �'n �4 �� . .c��te�a��ro ��x sd � ` { — za7 f�ictil� �r� ' � } � ` � ,. 37 j - � L�kGVJatlft '" ' � � =� , � t �� ' atCom ��ey ;�' �� `^�, �� 6b � � � sz� � ��` ��YutcilA� ��"� - `^sc ' � �Rrr4Faa�kS r -�� r 2�vn�,��,q� E� � ' `r' 1M1,�h�t�;� Wes�xorih �� - ' — �'Settlemen� Wla e ''- fl � �Fu�#,Wa�lit = *3 ' s , � ;� �.� Wat�r Gardens -K �_,�q Ynmty ParY � : �, t � -� �;� C� ,n Fc�rt WQr.tii '�. �i� , �', t �� E i � � s.,`��s, ta� � 3: `�— l -` g� r' _`S �� _ � ^- r.. s` s *� !�' � � � �4�'�� en6rook i^ � ` ,� � ` ' }i � �ar�st Hdi � - 4'`- :�,�`� �` �� r iakt ;` iTlb�;hy C.��b ; jyl ��E�k�;lanes �;asrd ' ` P�tk. '� itd . � _ .4,.. � , �' � ' S�utl ,� � � OLD DENTON RD BRIDGE (OVER HENRIETTA CREEK) E NORTHSIDE DR BRIDGE EAST CROSSING) OVER WEST FORK) BEACH ST BRII?GE (OVER WEST FORK `�'RINITY RIVER) — OVERTON PAIZK RD BRIDGE (OVER TRIB TO CLEAR FORK TRINITY RIVER) RANCH VIEW RD BRIDGE (OVER TRIB TO CLEARFORK `1'RINITY RNER) FELIX ST BRIDGE �OVER UNION ACIFIC RAILROAD) —� ! -�; � . � , �R,' ' � � �'�� r7�a R,�t ` l.au�el lend � �` ; F� f �Krnn4dile � � �� : M&t17dfi81 Pbtk # ; � k� ` °'• Sb�(J1vr851 . IIP�S twn �� 1 � ' �: � � � ' � �� r `w;_ Aflin 1on � r�� Evermans 9 � . �i¢,+e 3 ., � ; "�,�m�us Pr�l � ` � � ' Ctt1S41tl� i �� 287 Pa�t,� � f� '� � ��. �' f�� , � ,� ; , .' � � ' � � �� c �� r. � LOCATION MAP OO 2011 Google Maps N.T.S. TRANSPORTATION & PUBLIC WORKS i � � � a ' L 4055 Internotional Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone - (817) 735-7300 Fax - (817) 735-7491 Web - wviw.freese.com FTW13129 � �-- SUMMARY OF ESTIMATED QUANTITIES Ot 35 Ot 01 34 71 00 02 ITEM 105-2015 ITEM 104-2015 ITEM 104-2027 ITEM 704-2038 ITEM 495-2007 ITEM 403-2001 ITEM 420-2003 ITEM 4?_0-2033 ITEM 420-2029 ITEM 420-2029 ITEM 420-2034 ITEM 420-2259 RA�LROAD PORTABLE REMOVE CONC REMOVE CONC REMOVE CONC REMOVE CONC CL S CONC CL S CONC CL S CONC CL 5 CONC BRIDGE BRINSAP APst COORDINATION MESSAGE SIGN (SIDEWALKS> (S�DEWALKS) (APPR SLAB) (ABUTMENT RAISING EXIST TEMP SPECIAL CL C CONC �APPR SLAB> . (SLAB) �SlA6) SIDEWALK CL C CONC (LS) (WK) (SY> (SY) (SYJ CAP)(CY) STRUCT (�S) SHORING (EA) (ABUT)(CY) (CY) (CY) �SY) BRIDGE (SIDEWALK/CURB) SDWLK) (CY) (CY1 CLINTON AVE 220-ZC55-25-001 4 39 49 8 1 2 12 12 13 5 12 FELIX ST 220-ZF24-30-001 1 1 SILVER CREEK 220-Z545-25-001 RANCH VIEW RD 220-ZR06-30-001 E NORTHSIDE DR (WEST CROSSING> 220-ZN73-50-001 7 � � E NORTHSIDE DR (EAST CROSSING) 220-ZN73-50-003 � BEACH ST 220-Z813-30-001 � OVERTON PARK RD 220-Z084-00-001 � OLD OENTON RD 220-ZO50-50-002 OUANTITY TOTAL 1 4 39 1 49 8 6 2 12 12 13 1 5 12 ITEM 434-2017 ITEM 454-2001 ITEM 442-2047 ITEM 446-2041 ITEM 438-2010 ITEM 429-2008 ITEM 452-2009 ITEM 450-2044 ITEM 432-2042 ITEM 432-2024 SLIDING STRUCTURAL CLEAN & ELASTOMERIC SEALEO STEEL pAINT EXIST CLEAN & CNC STR REP REMOVE RAIL Rq�� RIPRAP RIPRAP BRIDGE BRINSAP AP# BEAR (SEll EXPANSION (M�SCEL�ANEOUS gjR SEAL EXIST (VERTICAL OR (METAL (PEDESTRIAN) (STONE TY R) (STONE �EA� JOINT BRIDGE) (SYSTEM III> JOINTS OVERHEAD? ELEMENTS> (SPL) (LF) �GROUT) (18"l PROTECTION) (SEJ-A) (LF) BEARING> ��5� (Cl-3) (LF) (Sf ) (LF> (CY) (301M (CY> (EA) CIINTON AVE 220-ZC55-25-001 18 92 FELIX ST 220-ZF24-30-001 7 1 96 SILVER CREEK 220-ZS45-28-001 16 RANCH VIEW RD 220-ZRO6-30-001 50 E NORTHSIDE OR (WEST CROSSING> 220-ZN73-50-001 1 120 �j 0 30 E NORTHSIDE DR (EAST CROSSING) 220-ZN73-50-003 1 120 BEACH ST 220-Z813-30-001 1 126 OVERTON PARK RO 220-Z084-00-001 1 78 OLD DENTON RD 220-ZO50-50-002 �Zp QUANTITY TOTAL 18 92 7 5 540 16 50 30 50 120 � � ;�! �� N �� p�mo u.� °� � `a� a�.a�i3 1 � -- U Q � I--- V� z w Q � f-- w U � =W z � C� Q Q . � O z � � � Q � � Z � � o W � W w �- � ~ � f-- oz Q � Q � U � I-- W � � w 0 � m N "' � U ' Y . M N x Y m z � � o r p_ o � o� a z w N w a - a > " a 0 � Q o z � � N O O C P� � �U_ Q c U C 41 h p C,. 0 N L , J VOD C C O C N O �N h � N 3 O p UI m V � W� Q U N r � _ � w z >o SHEET SEO. 2 _� GENERAL NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT LAYOUT OF 7EMPORARY SHORING AND/OR JACKING � � 1 3'-0" RELOCATE SEQUENCE fOR APPROVAL AND PROVIDE STRUCTURAL CALCUlATIONS 8Y A PROFESSIONAL ENGINEER LICENSED 4 � REPAIR SIDEWALK O � PIRST POST O3 �3`0"Q ��_- IN THE STATE OF TEXAS TO THE ENGINEER AS RECORD DA7A FOR ABUTMENTS 1& 3. z4 .. . � (RE� STANDARD �O3'-0" 3�_�,�0� a� �;:: :a��, RELOCATE �3 2. SEE DETOUR PLAN SHEET FOR TRAFFIC CONTROL PRIOR TO ROAD CLOSURE. TRAFFIC CONTROL COST IS �PS'' �:'•�' �r DETAIU � BENT 2 = ow ��+;' ;o; �� FIRST POST SUBSIDIARY TO THE REPAIR COST. �z ��.; .o;�o�; Y� �� , O I � a 1�-0" zwio� •Y'" w:aA '� 3. USE CLASS S CONCRETE (F'C=4000 PSD FOR SLAB & APPROACH SLAB REPAIR.USE CLASS C CONCRETE �'��r�o �, ^ (F'C=3,600 PSD FOR SIDEWALK & RAILING REPAIR. ��i�ra'., i yy: / � / � _ _ _ _ i o � !� � �'! 4. ALL REINFORCING SHALL BE GRADE 60. _ /� �i *� eR°�� ` / \\ /l `��••� // i� \v "' 5. REFER TO THE ATTACHED AS-BUILT PLANS FOR THE SPACWG OF BARS C, D, E, & F. W AP ROACH SLAB �� J ' LLx TO BE RE AIREO � BEAM �#1 ��i 6. CHAMFER ALL EXPOSED CORNERS �4" UNLESS OTHERWISE NOTEG. � � � C011CRETE SLAB i i o �� TO BE RE AIRED ,/� � N � � RE� SEJ-A FOR JOINT �� r� o� N A � A OPENING � 70°F CONST JT ��N o END OF BRIDGE � �,�mo � �� 3'-0" , 3'-0" #4 BARS c� 9" SPA, T&B. � N F STA 14•63J6 PROVIDE 9" MIN �ao�,�mp �� 14�00 i � a � f 15�00 EMBEDPAENT INTO �a�,�,P� - --- --1- - —� CUNTON AVE � PROPOSED EXISTING SLAB W/ HILTI E�«++ o^��v ' — - — - — - — `° W - - — - — �5 BARS � �5 BARS � �� BEGINNI !G OF RIDGE `r' > SEJ-A RE500-SD EPDXY =wn 3 / � � � p �� 6"C/C, T&B 6"C/C, T&B ADHESIVE OR APPROVEO STA 73 6258 �� o ' APPROACH SLAB =Vm' A r A �� ' TO BE REPAIREO � APPROAC�H ,� EQUAI. 2 �.,n O � �3�,, �' '� o SIAB � � EXISTING SLAB aLL3 \ N I, NU � \ I N � � � CONCRETE SLAB m � l � 70 BE REPAIREO • � a ' ' � BEAM #9 �\ + • • � • • —• N � �% �;C i �:'/� B • _� H _ _ _ _ _ L � Y �/ RELOCATE ��i i'-0" MIN O � � a - — - - � / FIRST POST� 2" END COVER (TYP) ^ � PYP�E Q � � � _ #4 BARS @ 9" SPA, � Q C � � "- B T&B. PROVIDE 9" MIN PROPOSED SLAB � � REIOCATE o a ��-p�� EMBEDMENT INTO z W FIRST ��"�� ( -' � EXISTING APPROACH �2 CONTRACTOR MAY ALTERNATIVELY BREAK TNE EXISTWG SLAB � POST 50'-3�/2" � 50'-3�/Z" SLAB W/ HILTI BY EXPOSiNG THE EXISTING UNDAMAGED BARS H(#4 BARS) ¢ O REPAIR SIDEWAL Q3 100'-7" RE500-SO EPDXY FOR MIM LENGTH OF 1'-0" AND SPLICE WITH NEW #4 BARS. �� w� tRE� STANDARD ADHESIVE OR OETAIL> APPROVED EQl1AL.O2 SECTION A'A = W C.� O 20'-0" PLAN Oi SAW CUT THROUGH THE EXISTING SLAB, SIDEWALK, AND APPROACH SLAB. NOT TO SCALE � U Q�� NOT TO SCALE CONCRETE RAIL TO REMAIN ON APPROACH SLAB BUT REPLACE ON BRIDGE SLAB. p Z �� Q Q3 SALVAGE AND RELOCATE FIRST POST TOWARDS BENT 2 BY 4". DRILL NEW BOLTS ' Q F-�- Q� -� HOLES IN RAIL AND APPLY ZINC PAINT IN OLO BOLT HOLES TO PREVENT RUSTING. tt..-- 1'-p--�/z" �� t- U 5'-0" BARS__G; -t-� I � I- t~n �� #4 BARS � 12" SPA `� \� . I p z Q� PROVIDE 9" MIN EMBEOMENT INTO EXISTI G SIDEWALK W/ � }- Q � HILTI RE500 SD EPDXY ADHESIVE I_ � Z Q7 OR APPROV 0 EQUAL� / v O _�.-_�------------------------ -- t�n' BARS E � • - - ----------------------------_--------�-------- BARS D� � `fl W f __� _____ z END BRIDGEI � SLAB & � END BRIDGE �� C� STA 73+62.68 APPROACH SLAB STA 14�63.16 ^ � _J TO BE REPAIREO � EL.EV 54$.03 � ELEV 546.55� SLAB & I _ • -- � � � U APPROACH SLAB 3'-D" 3'-0" � � #4 BAR 4 gqR m 550 3'-0" 3'-0" TO BE REPAIRED � 550 �---------- __-- -I--------..____---� -�---- - ----------- --- � _ _-- _.-- - - --.___.�------- � : � . : : : - 1.47% _ � � T -\----- BARS F � / . � �2 � � ,.,.. � � �- J 3 4 -� I � #5 BARS c� P �`_-_— 6"C/C, T&B #4 BARS @ 9" SPA, T&B. 9 I PROVIDE 9" MIN EMBEDMENT m M� � • Y = Pg INTO EXISTING SLAB W/ HILTI M N= Y m a mo ____�________ _ ABUTMENT WALL RE500-SD EPDXY ADHESIVE z 3� o ------------- �. — - — , ; -- — --- - - ------ ---- -- - - — "- ` � ABUTMENT WA�L I TO 8 E R E PA I R E D' O R A P P R O V E D E Q U A L �- a o v' 's "-. ' & BEARWGS TO I � o �- a� mc ��, I TO BE REPAIREO -------- � -- �- ------ ---------�ffE-REPLACED J - � �•, � --- -_&,BEARWGS TO _ - � SECTION B'B � < > _ o � BE REPLFCED -------y- � � � � � � " = S25 '� ABUT 1 ( � BENT 2 I � ABUT 3 NOT TO SCALE w� 525 CONCRETE RAI� � z � _.__,.,. ___�------------------- - -- - - ----I ----- --------------- -___...�-------------------- --- ----------- -- --_. - _ _ AND WINGWALL TO REMAIN - r NOTES= 5'-0" MIN ' _ I 1. TRAFFIC RAILING A D 4VINGWALL NOT SHOW � FOR C�ARITY. o 0 a � a+ C L � � � �CO c ._.�_ .._._��_.._. . __..__'________.____.'___.. � i _.. .._. ___ "______.�._"_________._. ."-"__. O.— ._._._ . ___`__.—_______.__�_—"____'_I __"'_""" � _.__"____'.___.__."_"________ ___'__.� I ELEVATION cuRe� - �DD N om � L �,] � C 04 —CO o� rJoo ' I NOT TO SCAIE n �'= v _�� J�Q = �q � � � T� o • v 5P$S� . o , � o --- _ _ __. _ - — — _ _ i ----___ _- - - - _ -- -- -- - --- -. ._ ___.___� ---_ __- ---- - a � Z / �/ / �/ � � ..--- - ----- -------------- �� iIf CONSTRUCTION SEQUENCE � _�m ��\� j�\�i ��`\ o°� "� � 1. CLOSE DOWN ITRAFFIC PER DETOUR PLPNS. ASSEMBLE TEMPORA(2Y SHORING TOWERS NE �R ABUTMENT 1 TO � a� 1 ��%\ i� \ m�L � ` � SUPPORT THEI BEAMS. LIFT THE BEA�AS USING JA CKS TO U NI N S T A L L T H E E X I S T I N G S T E E L B E A R I N G S. C L E A N A L L �a'� 1 i� �'- "3 B AR S ca 18" SPA. PROVID E 9" -`;Q �. SURFACES ON BEAMS UNTIL FREE OF RUST AND APPLY MATCHING PAINT. MIN EMBEDMENT WTO EXISTING � �•LL _ 2, REMOVE CONGRETE ON EXISTING ABUTMENT WALL, SLAB, APPROACH Sl.A6, AND SIDEWAIK QND INSTALL ALl OF 12" �ONG 12.� SIDEWALK W/ HILTI RE500-SD w "' <�`� --`- `-`"'"I-"---"-,'--'THE"NEW"REINFORCINGBARS"AS--SHOYJ -"IN�THIS'PCAN:'POUR-NEW"CONCRETE-IN"ABUTMENT"WACL": -'-'" ""-'-"--'--�'-�—'"-'--"-' �k4 BARJ EPDXY ADHESIVE OR APPROVED � � i 3. WHEN THE ABUTMENT WALI CONCRETErREACHES F'C=3600 PSI,INSTALL NEW BEARINGS PER STANOARD DETAIL 24 �� COMPACTED EQUAL z w 4. POUR NEW CONCRETE IN SI.AB, APPROACH SLAB, AND SIDEWAIK �WITH NEW EXPANSION JOINT. WHEN THE SUBGRADE TO �� _ CONCRETE REfaCHES F'C=4000 PSi, INSTALL THE RELOCATED RAILING POST. � 90% DENSITY sHEEi - i 5. REMOVE TEMPi RARY SHORING IN ABUTiENT t. ASSEMBLE TEMPO}RARY SHORWG TOWERS iEAR ABUTMENT 3 AND SECTION C'C sEO. -_ REPEAT AL� STEPS. REMOVE DETOUR SIGNS AND REOPEN TRAFFIC. I s,�ado 14�00 15�00 NOT TO SCALE 4 �' Olfice� Gor� 1'lort� FTVY13129 Oate� Apr. 25, 2013 - 01:53�42 P;A User: NFC FiL=: N:\st\Package 1\st-ttT�-pl-OrdqOl.d9n � 56'-1" EXTERIOR FACE OF WINGWA�L � EDGE OF RAI� INTERIOR FACE OF VYINGWALL t76:� 55'-6" BACK FACE OF BACKWALL r-3'/z" � � EDGE �� . 3��2„ � OF RAIL N N INTERIOR FACE � OF WINGWALL� i � � i � ' ABUTMENT i ABUTMENT 3 /� � 3'-9�� i —� EXTERIOR I i FACE OF � WINGWAIL � � � EXISTING END i � i Of WINGWALL I ' � I � PROPOSEO END OF WINGWAL� - - - - - — - — - — —� BEARING '_""__"""__"� '__""�'__"'____,_____ I FRONT FACE � OF BACKWALL A � EXISTING BEAM _ ' I o � � � I � ' < � � N O _ _ ' _ ' - _ � _ _ � i0 I I FACE OF EXISTING FACE OF � EXISTING ABUTMENT PROPOSED BEAM WA��- ABUTMENT wa�� NOTES� 1. FOOTIMGS NOT SHOWN FOR CLARITY � z � N �� i�l�l�i�l� �I�i�l�iti� ..�� ENo oF PROPOSED WINGWALI CONST JT FRONT FACE OF BACKWALL ABUTMENT PLAN NOT TO SCALE 56'-1" 55'-6" -i/BACKWALL T/EXISTING ABUTMENT WA�L � I RE� WINGWALL �-EI.EVATION i 1 \ / -7--r�--�--i i �-r i i i � � � � � � � i i �-�--�-r �--�--r--r1--r-t-1--r-t-1--�-r-1--�--f-� MATCH R _OADWAY MATCH Rpqpyyq� LIMIT OF EXISTING ABUTMENT WALL Q REMOVAL BARS U C� (4) #4 BARS ik4 BARS (2'-7"J 12"C/C SPA ca EQ SPA O � 12"C/C SPA ABUTMENT ELEVATION OO THE BOTTOM OF THE LIMIT SHALL FOILOW ROADWAY GRADE (2%) WHILE KEEPING THE MINIMUM OF OEPTH Of BREAK TO 2'-33/4". NOT TO SCALE QS (3) #4 BARS BEYOND NOT SHOWN �OR CLARITY. CONST JT � B END OF EXISTING WINGWALL �-4" EXISTING CONC � RAI� TO REMAIN (4) BARS C� PROVIDE 9" MIN EMBEDMENT � INTO EXISTING RAI� W/ HILTI RE500-SD EPDXY ADHESIVE OR APPROVED EQUAL. / (2> *k4 BARS: PROVIDE 9" MIN EMBEDMENT _____ INTO EXISTING i BACKWALL W/ HILTI � RE500-SO EPDXY � ADHESIVE OR APPROVED EQUAL. i i EXISTING ' WINGWALL � B ABUTMENT BACKWALL BEYONO WINGWA�L ELEVATION NOT TO SCALE �n SECTION B-B NOT TO SCAI.E BARS C co � � BEAM —1 LEVEL W/ WOOD 1-2 �-2 FLOAT fINISH i � TOP OF � ABUTMENT WAIL� z m �� / �¢ BEARING SEAT DETAIL NOT TO SCALE (BEARING SURFACE SHALL BE C�EAN AND FREE OF ALL LOOSE MATERIAL BEFORE PIACING E3EARWG PAD.) GENERAL NOTES i. USE CLASS C CONCRETE (F'C=3600 PSp FOR ABUTMENT REPAIR. 2. AlL REINFORCING SHAIL BE GRADE 60. 3. REFER TO TXDOT STANDARD SBEB FOR BEARING iYPE 58-1-"N". 2,_6�� 2,_�� „ ��_Q�� _�,� � BEARING -EXISTING APPROACH SEJ-A � RE� SEJ-A SLAB TO MOVE � � FOR JOINT OPENING //�� T/PROPOSED T/PROPOSED ca 7°F / APPROACH SlAB SLAB � � 4" /� gACKWA�I ' t � i 1 �i T/EXISTING� ABUTMENT WAIL T/PROPOSED� ABUTMENT WA�L � �� I b�� I � 4 BARS � 78"C/C SPA. PROVIDE 9" MIN EMBEDMENT INTO > j EXISTWG BACKWALL � �- W/ HILT! RE500-SD _ _ EPDXY AOHESIVE OR � M (4> #4 BARS Cd EQ SPA 0 N BARS U � 12"GC SPLICED W/ �4 BARS (2'-P') #4 BARS (2'-7") Cd 12"C/C W/ 9" SIM MIN EMBEDMENT r-- -- o I � �.-� z �= i J � c�a � N~ � � i i t_�� z a� � -4" CLR `O � APPROVED EQUAL. �-- iv rn � N Q � LJ� � Q Q � I— Q" p-- M � �-'-� W ¢ O �� —(3) #4 BARS �- � W � � EQ SPA = W ( � ��4 BARS (2'-1") @ 12"C/C � U a� � W/ 9" MIN EMBEDMENT IN70 � z j� Z EXISTING ABUTMENT WALL Q t- m Q W/HILTIRE 500 EPDXY � z j ADHESIVE OR APPROVED EQUAL (T&B> � W � j � �- —IIMIT OF REMOVAL OF O Z Q Z EXISTING CONCRETE � v � z� �� w ~ � z� � U Q � SECTION A-A m NOT TO SCALE Q7 CONTRACTOR SHALL SURVEY THE BEAM SEAT ELEVATION PRIOR TO DEMOLITION.AFTER POURING NEW CONCRETE,CONTRACTOR SHALL SURVEY THE NEW BEARING ELEVATION TO MATCH THE EXISTING. Q TOP OF PROPOSED ABUTMENT WALI. ADJUSTED BY THEORETICAL BEARING THICKNESS (EXISTING BEARING THICKNESS OF 2" AND PROPOSED BEARING THICKNESS OF' 53/4"l. CONTRACTOR SHALL FIELD VERIFY. Q3 END Of PROPOSED APPROACH SI.AB TO A�IGN WITH FRONT FACE OF BACKWALL 5'-6" I I o � � � �z � `� 3 BARS D � I �� I �f=�� 1'_0�� BARS G - ' - o� N � �2 � I � 1t" 1�_2�� 5'-0" BARS F BARS C(#4) BARS U(#4) L7 o: o•� �•� ��N �� W�ya ��i( '�S �I�� n�E �I�aor`+V aw �`°n� v �� r °x^'� o o�-r�� i � �3C`o, s �4a�°3 N�� V Y � .- o = a m � , M N Y i z 3 � o F- a o � a W Q w n ' - 3 _ � - a 3 i � N c 00 c .�'= d �_ o._ � c o c -- O N � Y,� VO� Sco .� c u� o a,s N�� ''� ooL mv.- �� a U N � � � o wo > T 5 t� u� 0 5 O� C s, � _� � y 0 o N i� V x z t- , � 3 i o - �t' , � Z E 0 ^ `'- o � � o � � � .. .. � p U N r io vv � o � N C1 a o o � �'3U� .� o �.� c a o p c � � wa�a, TL C o c "« x o.. � w o � o v- .� c v oN � •- �o yo. o>o >.x �E ��- o0 � TUU c� °'o vvy � o � rnE �N VI N T� 0 on.� C._ U O'- N v � T � � O C � V No�,c �a� c o� -- Y c "-c uro ° o v w E .�+ ��°�',� w a � � w o o a L J~Z~ U = � v N U�L o a r— o a Cut and Shop Vulcanize Seol when skew exceeds 35� Medion Borrier not anchored to slob End SEJ ot Toe of barrier WITH OPEN DECK JOINT BELOW MEDIAN BARRIER End 1 %z" See SEJ "Uptur� Detail". � WITH OPEN DECK JOINT ADJACENT TO MEDIAN BARRIER See "Upturn De tail". SEJ continuous ' under barrier. Cost or installbarrier after strip seol instollation. AT MEDIAN BARRIER Rail See "Upturn Detail". SHOWING WITHOUT SKEWS AND SLAB BREAKBACKS SEJ continuous under barrier. —Traffic Side Cost median ofter See joint system "Upturn installation. Detail". � AT SIDEWALK BEHIND BRIDGE RAIL See "Upturn Detail". AT CONCRETE BRIDGE RAIL AT SIDEWA�K AT f�AISEO MEDIAN TABLE OF SEALED EXPANSION JOINT INFORMATION STRIP SEAL 4" JOINT 5" JOINT MANUFACTURER STEEL SECTION Seol Joint Seol Joint Type Opening 3O I ype Opening 3O D.S.Brown Type SSCM2 A2R-400 1%q" A2R-XTRA 2" Watson Bowmon Acme Type R 5E-400 1 3/y" 5E-500 2" R.J. Watson As Shown SF-400 2�/Z" N/A N/A 'Neld top ond back. i�e Grind top Type R Type SSCM2 smooth � ; 1 1 � % � Bevel —Bevel � � \ � � WELD LIMITS WELD LIMITS REAR VIEW FIELD SPLICE DETAIL Used for Wotson Bowman Acme ond O.S. Bro�vn joint systems. j�—Toe of sidev�alk, � rail or medion borrie� a: Cope as required to provide 1" Min clear cover. Stud locotion may require adjustment. �� \0 Miter and � � z shop weld O UPTURN DETAIL Used for Watson Bowman Acme and D. S. Brown joint systems. StJ AT STEEL POST BRIDGE RAIL Slob Thickness siab Thickness TYPICAL SECTIONS � less than 7�/4" 7�/y" ond greater Used for Watson Bowmon Acme ond Typ Steel section 2 D.S. Brown joint systems. Con(orms to slab surfoce (Typ) See table for joint Steel �opening ot 70° F section 2 See toble for joint openi�g at 70° F 5/8" Dia x 0'-6" Conforms to �� Stud Anchors at slab surface 0'-6" GC. Max s�e�� Dia x 0'-6" x Q � (Alternate Location) Stud Anchors at � � 6 � � 0'-6" C.C. Max - - — - — - 9 (Alternate LocatioN \ \ . / u� / i�� . '" � ) � � _... . _ � � �j s�, �TYP� -� yAJ � 9�6" �i0 HOleS f0� " � Bend studs as shovrn �/2" Dia Erection Bolts - wtien depth of CIP ot 4'-0" C.C. Max concrete is less � � than 7 �/y" at — 'o��t �a�at�o�. SECTION THRU WATSON BOWMAN ACME JOINT [ � I � I I � I � � � � \� / / � — Breok Point 7O Miter & O Shop weld � // � � Steelsection O � � Skev+ angle SHOWING SKEWS WITH SHOWING SKEWS WITHOUT SIAB BREAKBACKS SLAB BREAKBACKS PLANS OF END CONDITIONS Used for Watson Bowman Acme and O.S. Brown joint systems. Shown with Upturns Median Barrier anchored to slab a �� 6�� v �TYP� � 9/6" Dia Holes for �/2" Dia Erection Bolts at 4'-0" C.C. Mox SECTION THRU D S BROWN JOINT 1�Remove allburrs which vtillbe in contoct with seol prior to making splice. 2O Shope of steel section shown is typical. Variations in sections must be approved by the Engineer. 3O These openings are also the recommended minimum installation openings. OReduce for sidewolk or paropet heights less thon 6". SO Other conditions affecting the joint profile shouid be noted elsewhere. 6O Tronsverse bors in conFlict with SEJ studs in eiiher ihe bridge slob or approach slab shall be moved to rest at the junction of the studs. 7O See Spon detoils for locotion of break point. FABRICATION NOTES� Corresponding sections of Seoled Exp Jt's shall be tempororiiy shop ossembled, checked for fit, and motch morked for shipment. Erection holes shallbe punched so os to line up when Seoled Exp Jts ore in their final position. Weid studs in occordance with AWS D1.1. The seai shall be continuous and inciuded in the price bid for Seoled Exp Jt. Steel sections sholl be shipped in convenient lengths of 24'-0" Mox and 10'-0" Min unless otherwise necessary fo� sta9e construction or widenings. One shop splice v�ill be permiited in each shipping length provided no piece is less thon 2'-0" in length and sufficient studs are odded to limit the stud to shop or field splice distance to 2" Min and 4" Max. Shop and field splices shall be made by butt vrelding vrith oreos in contoct wiih seal to be ground smootfi. Paint portions of steelsections not in contact �vith concrete with the primer specified for System II paint. Shop drowings for the fabricotion of Sealed Exponsion Joints svilinot require the Engineer's approvol if fobrication is in occordonce with the detoils shown on this standard. An SEJ Layout which identifies location of each steel section sholl be developed. Permonently mork each steelsection in occordance with the SEJ Layout. CONSTRUCTION NOTES� The Contractor shollarrange for securing the Sealed Exp Jt in position, ond placing to the p�oper grode and alignment by welding braces to adjacent reinf steel, to prestressed 6eam stirrups, or to anchors cost in concrete diaphragms. Cost of tempora�y bracinq is to be included in the price bid (or Seoled Exp Jt. Remove erection bolts ond spacers when needed to prevent damage to the joint and slab concrete. Sealcavity shallbe cleaned and prepared for seolinstoilation os per the monufoctu�er's installation procedures. GENERAL NOTES� Seoled Exp Jts shall be provided in the size and at Iocations shown o� plans. Minimum slob ond overhang thickness required for the use of'SEJ-A is 6�/p". SHEET 10F 2 � Texas Departmentof Tronsportotion B�Idge Dlvlslon SEALED EXPANSION JOINT TYPE A WITHOUT OVERLAY SEJ-A -i�-e� sejostet.dgn ou� Tx00T cK: T>:DOT on- JTR cK� dldH COTXOt)T APf�IZOO6 GIS1.aICi FEDERPL AIO PROJECT SHI flEVI5tON5 � 12/i�� PitleE R J Mlolson Joint. COWTY CONTROI SEC� JOB WGII >. o c N o � o> c �a c � o a� tN`o 3 0 � o � Z T'� «no ac� o � �a� � � � �oa� a�� v _��, �� a „�E .�ov c w�`o �oy o� � UJ N ~'�= v � ' u L v y Y N Tp0 �CU D 3 C N � c o > n� o�o Paw .� Tp aoE ovo v �� o w H� �� o wo �r� a �.v no ydv �}oo w �dE� r J�- N VI U py Nc.� � 's o rao 3 - o�. -m�oa w n��a F-w �F-y'N� Q -J E�soo 04 O�fi<e� For Top of Brg Se �� Brg i �c��y�� FOR BEAM SLOPES <_ 3X Top o Brg SE SIDE ELEVATION Beveled Pod to Motch Beom Slope Ploce 0.105" thick steellominotes porollel to the bottom surfoce of the pad, except the top lominotets) may be sloped to satisfy moximum and minimum thickness criteria for � tapered elastomeric top loyers. 0 � � � �� . � Sole PL(7 �/Z" thick) (not vulcanized to the elastome�) � T 0 � � Top of B�g Seat INTERIOR BEAMS Beveled Sole PL to Match Beom Slope (7 �/Z" at L�'cg) C (not vulcanized to the elastomer) ��ce 0.105" thick ste laminates arallelto the botto surfoce of t pod. -t"—__ - __ _�'1—� _ ------- — --- --_-- 4 -----_—�_ --------- �--_-_---- —__--_--- 4 2 ------ --- — ------- U ^ � SO Durometer Elostomer '- - - (S -�/q" Thick Layers) �� 50 Durometer Elastomer �, z (8 - /q" Thick Layers) Length Q v Length 0 k- FOR BEAM SLOPES 5 3X a FOR BEAM SLOPES > 3% (Max Taper = �/q") LAMINATED ELASTOMERIC BEARING DETAILS 0 I r--'-- i i � i _ i _' i � I �_' " /' Face of Bkwl EX�,OBTUSE CORNER � �Y/13129 Oote� Apr. 23, 2013 - 03�44:3D P0.1 Vsei C�ip Pad and Sole PL at Backwoll � Clip Pad and Sole PL at Backwall � Face of Bkwl /i � � � � Face of i ��-///� � i � Cop , /� , �'S, L/�__J Clip Pad ot Face of � �� Face of Bkvrl Face ace of Cap INT BM LOCATIONS CORNER CLIP DETAILS For Bearings ot Abutments Skewed 30° at EXT BM, ACUTE C ��--� Beom, Pod � and Pfote � Tack 2 � ° places � a` i � EXTERIOR BEAMS TRANSVERSE SECTIONS � Anchar Rod at L� Pad and Sole PL — 1 ��a„ X 3„ slotted hole Clip 1" x 2 %4" for 15° skew -°' � Pad and Sole PL� � � o � ( i � ... .. � � _.. ... Face of _ � m a Bock�voll ' - � � r_""Y_'_'_� N o O r_ i I i � -° � i u � i i � � Exterio� � o x i i �- W Beams � _ i � i i — i— i — ---- I I 1 i / i i i / � i i 8 � ��----{----' /i Plate 'Nosher PL 3/a"x2 �/z x2 �/z (1 %i6" Dia hole) Leave �/q" gap betvieen erosher and Sole PL. � Anchor Rod �laced towords Bent � � 2" i �� _ - I _ _ / i i i � i ----t---- i � 1O 7" Dio threaded rod (ASTM A 193 Gr 87 or F 1554 Gr 105) with heavy hex nut ond plate washe�. Hot-dip golvanize rod, nut ond washer. Sizing, driliing ond cleaning rod roles must follov� the epoxy manufacturer's direciions. Use a Type III (Ciass G epoxy meeting the requirements of DMS-6100, "Epoxies ond Adhesives". Mix ond dispense adhesive with the manufacturer's stotic mixing nozzle/dual cartridge system. OMax and Min layer thicknesses shown ore for elastomer only, on tapered layers. � Locate "BEARING TYPE" identification here. �ocate BEARING TYPE on high side of tapered pads and beveled soie plates. Include the value of "N" (omount of taper in %e" increme�ts) in this rnork. Exampies� N=O, (for 0" toper) N=7, (for �/g" taper) N=2, ((or �/y" taper) Fabricoted pod top su�face slope shollnot vory From plon beom slope by more thon ( 0.0625" \IN/IN. � Length � � Locote permonent mark here. � Beveled steel plates (for beom slopes > 3%>� For shop plans, establish one edge of beveled steelplates to nearest %i6" based on required thickness at center oF bearing ond the slope of the fobricoted beoms. Thickness tolerance voriation from the shop plans is plus or minus %i6", except thot the voriotion from o plane parallel to the theoreticol top surface can not exceed %i6" totol. � The use of polyisoprene (noturol rubber>, for the monufacture of bearing pads,is not permitted. � Add 2%q" at exterior beoms fo� anchor rods. �I �—� Pod and //�� Brg �� g..'� � Brg Sole PL / / GENERAL NOTES� Shop d�a�vings for approvol are required. PLAN AT ABUTMENTS P�AN AT INT BENTS For unpainted tiveothering steelbridges, use A588 steei for sole plote. For pointed bridges, portion of sole plote in BEARING PLACEMENT AND ANCHOR ROD DETAILS �o�ro�t vrith bearing does �ot need to be mosked when appiying the prime coat. (Anchor Rod for Exterior Beams only) A beoring layout which identifies Iocation and orientation of alI beorings shall be developed by the bearing fobricatar. Permonently mark �' each bearing in accordance with the beoring l en th The detoils shown on this sheet layout. A copy of the beoring layout is to be A are opplicoble for use only with provided to the Engineer. the SteelBeam Standard Designs Cost of furnishing ond installing elastomeric � _ shown on Standards SBSD-24, beorings is to be included in the unit price SBSD-28 ond SBSD-30. bid for "Structural Steei". Pad or Sole plotes and onchor rods ore included in Sole PL structurolsteelpay weight, shovrn on standards SBSD-24,SBS0-28,and SBSD-30. � Foc,e of � HL93 LOAOING CaP �—i � Cl IP D i�1iE IONS TABLE F COR � R CLIP IMENSION Bearing Bearinq Pad So Plote Type A B A B SB-1 �/z,� �„ Z�� 3 i� S8� 7" 2" 2 %z" �� -----..._.. -3 1 %q�� 3�� 3�� 5� B-4 2��4�� 4�� 3�� 5�i Fascio Side of Exterior Beoms Only _ �==-= i-===� I I I II � � � Pod N'idth � w Sole PL Width � � � � plus 2 %q" U FOR BEAM SLOPES � 3'/. (I Pad Width ��- Sole PL Width �i #3 BARS � 18" O.C.B.W. i �- 2' REDW000 BOARD FUL� DEPTH OF SIDEWALK (� THIS HALF OF DOWEL TO BE j COATED WITH ASPHALT. � � __...____. � � i � 2'—�' ' "'—'"—"� SLIP CAP 24" #4 SMOOTH ROUND BAR � 24" O.C. MAXIMUM EXPANSION JOINT OETAIL 5' MIN. CURB� 3� SIDEWALK CROSS SIOPE 3� E.— 2� MAX. �v I—►I I " r i . . iii�i =ii�=-iii � i I I� I I=I 11=I I�—�— � z � N �3 BARS � 18" COMPACTED � � O.C.B.W. SUBGRADE TO 90� DENSITY 12" 12" LONG #4 BAR � 24" 0. C. SECTION VIEW SIDEWA�K ADJACENT TO CURB 4' MIN. 3� SIDEWALK CROSS SI.OPE 3� �-�— 2% MAX. � I �� =�r�{=��_�� _�_� ��—��_�� #3 BARS � 18" COMPAC7ED� O.C.B.W. SUBGRADE TO 90% DENSI7Y SECTION VIEW SIDEWA�K #3 BARS � 18" CONCRETE RAMP CURB O.C.B,W. CONCRETE ��' PAVEMENT� � / � . __.--,------ __,_ t �=1I I �- ---:-----______. ----" II1=1I� °O � COMPACTED SUBGRADE TO I I �� ('�� I� � 2�• 90% DENSITY 12" LONG �4 BAR � z4" o.c. SECTION VIEW � RAMP TIE—IN AT PAVEMENT �" �OWEL EXPANSION JOINT WITH REDWOOD BOARD EVERY 40' (MAX.) FOR 4' SiDEWALK AND EVERY 50' (MAX.) FOR 5' SIDEWALK AND AT A�L RADiI POINTS TOOLEO GROOVE TO 8E (SEE EXPANSION JOINT OETAII) �" DEEP � ,W� �W� �W� �I � � -f- -I- -� I-f �-- �- -} I- -{- --E —I I— �- -I- —1-�1— i, NOTE: n3 BARS � 18° O.C.B.W. t. W'=SIDEWALK W1DTH 4' MIN. 5' IF SIDEWALK IS ADJACENT TO CURB, OR GREATER AS INDICATED ON THE PLANS. PLAN REINFORCED CONCRETE SIDE�VALK TAMPED 5� � TOPSOIL 3/4" CHAMFER —�i _� � �� -. i � i�-�ii� i i-i i i;� i,_ �I�II��' �4 BAR � 12" O.C. e Illvllll�l�' �4 BAR � 24" O.C. t �� X 2" CLEAR TYP. r" I�� I � ��— o 2" SCH. 40 PVC (� � �� ~ WEEP HOIES � -III—' z �o'—o" o.c. , ' I� I (: � ' I � FREE DRAINING ��' AGGREGATE ` CURB SIDEWALK CROSS SLOPE r'� I I: CONl1NU0US LENGTH � OF RETAINING WALL 2� MAX. �- � N I '� - �"�� _ t iiiTi i�� o ��—��i�i�� . � o i ��i�ii, � N #4 BARS � 18' i �� i--i i� O.C.B.W. �I ��i�� iii I �i 12^ COMPACTED _ SUBGRADE TO N 12" LONG �4 BAR 4• 90% DENSITY g^ �'—g^- 6" MIN. � 24" O.C. PAID FOR AS PAID FOR AS CONCRETE SIDEWALK PER SQUARE FOOT CONCRETE RETAINING WALI PER CUBIC YARD SECTION VIEW SIDEWALK ADJACENT TO CURB WITH RETAINING WALL FLAGGER & FCWZO-7A SIGN MAY BE RIGH REQUIREO ACCORDING TO FIE�D CONDITIONS. LANE OSE TYPE 1 CW20-5R BARRICADE ( DETECTOR �40' MIN L X IOCAl10N� Tvae I n CW20-SR IGH CW205G-1 D IANE LO S��AL VK1RiC xxx �r E� ,X�X, a � s � � L�o � a a a — �0-�- ■ -a-- s -°—` ��i — — — — �7 �� C�� FLASHING � ARR01V PANEL �� DAYTIME - FOUR LANE ROADWAY TYPE 1 DETECTOR BARRICADE iaia. LOCATION 10�� 0' MIN L X I WpRK —"`1 HEAO PAVEO SHOULDER I PAVEO SHOULDER � cwzosc—�o s � ■ e ■ ■ a � e ' — — — ° e _�— ■ o �' — — — ■ � � � � e KEEP � � • ■ � � e PAVED SHOULDER �j✓ � PAVED SHOULDER RIGHT FLAGGER & CW20-7A SIGN MAY BE �� R4-7b REQUIRED ACCORD�NG TO FIELD CONDITIONS. WORK DAY71ME - TWO LANE ROADWAY EAD CW20SG-1D TYPICAL DETECTOR INSTALLATION NIGHTTIME - 1. CNANNEIiZING DEVICES SHALL BE REFI_ECTORIZED. VI C1lAl. I 'hIXtK � E cwzosc—io ° T � � — — — -�-e o— � / CW20SG-1D �'� 1tiC42K EAD a --a- � �Q�� ---- a�r CW20SG-1D GNAL flYIRK � � KE�EPj RI HT � � R4-7b � — �� _ � GNAL . Y�ftK � a � � GNAL �M � /� YARK KEEP ��K CW20SG-1D `ll' NEAD � � �p I CW205G-1D RIGHT ( � CW20SG-1D ' R4-7b , TYPICAL HANGING SIGNAL INSTALLATIONS ADVANCE WARNING CHANNELIZING DEVICES ARE OPiIONAL. IGNN. WOfB( �n CW205G-10 a �---�a�-- R4-76 CtJAL Y�UWC P cwzosc—,o Erio ROAD 1'JORK GZO-2 cw2osc—� o GNAL GNAL N'ORK W V10RK W HEAD F- I CW20SG-7D � OPEN � TRENCH � 7 00' X X zi _ � 40. AT �(OP110NAL) ( � .. NIGHT � � MAJOR STREE7 — � OBSfR1� WMNI�7G SKtIS STAIE LAN R20-3T IG�NAL NAME E� ADDRESS CITY STATE CW20SG-1D CONTRACTOR MINIMUM DESIRAB�E SUGGESTED MAXIM�M MINIMUM TAPER LENGTNS+" SPACING OF DEVICE SIGN SPACING POSTEO FORMU�A �� >> �2� ON A ON A DISTANCE SPEED OFFSET OFFSE7 OFFSET TAPER TANGENT 30 150� 165' 180� 30' 60� 120� � 35 � 60 205' 225' 245' 35' 70' 160' 40 265� 295' 320' 40' 80' 240' 45 450' 495' 540' 45' 90' 320' 50 500' S50' 600' 50' 100' 400' 55 550' 605' 660' 55' 110' 500' 60 L= W*S 600' 660' 720' 60' 120' 600' 65 650' 715' 780' 65' 130' 700' 70 700' 770' 840' 70' 140' 800' 75 750' 825' 900' 75' 150' 900' *k TAPER LENGTHS HAVE BEEN ROUNDED OFF. L= LENGTH OF TAPER (FT.) W= WIDTH OF OFFSET (FT.) S = POSTED SPEED (MPH) DEVICES SHAL� 8E REFLECTORI ZED GNAL �f3( CW24SG-iD END ROAD YfORK G20-2. NAhAE ADDRESS CITY STATF X TYPICAL ADVANCE SIGNING W�N IC �a�s STAiE LAW 1 R20-3T Al) LEGEN D � HEAVY WORK VEHICLE � TYPE 1 BARRICADE � CHANNELIZING DEVICES � FLASHING ARROW PANEL NOTES: t. THE FLASHING ARROW PANEL MAY BE OMITTED WHEN STATEO E�SEWHERE IN THE PLANS. 2. TYPICAL CNANNELIZING OEVICE IS THE 28" CONE. PLASTIC DRUMS MAY 8E USED IF APPROVED BY THE ENGINEER. METAL DRUMS SHA�L NOT 8E USEO qS A CHANNELIZING DEVICE OR SIGN SUPPORT. 3. ADVANCE SIGNS AND BARRICADES SHALI. 8E IN PLACE WHEN SIGNAL CONSTRUCTION OPERATIONS ARE IN PROGRESS. THE CONTRACTOR MAY REMOVE ADVANCE SIGNS AND BARRICAOES WHEN NO CONSTRUCTION OPERATIONS ARE UNDERWAYIF PERMITIED ELSEWNEftE IN il-lE PLANS. 08STRUCTIONS OR HAZARDS AT iHE V/ORK AREA SHALL BE CLEARLY MARKED AND DE�INEATED AT ALI. 11MES. 4. ALl HOIES, TRENCHES OR OTHER HAZARDOUS AREAS SHALL BE AOEQUATEIY PR07ECTE� BY BARRICADES, LIGHTS OR OTHER PR07ECTIVE DEVICES. TRENCHES SHALL BE COVERED OR SURROUNOED V/17H ORANGE PLASTIC CONSTRUC�ON FENCE AS DIRECIED BY THE ENGINEER. 5. FLAGGER AND FCW20-7A SIGN MAY BE REQUIRED ACCORDING TO FIELD CONDIiIOMS. VEHICLES PARKED IN ROADWAY SHALL BE EQUIPPED WITH NJO STROBES. HIGH LEVEI f�AGS AT CORNERS OF VEHICLE MAY AlSO BE USED. WORK OPERATIONS THAT REQUIRE WORK VEHICIE IN TRAVELEO WAY 20 MINUTES OR LESS MAY USE CONES, HIGH IEVEL fLAGS AND STROBES AS ADVANCE WARNING DEVICES. CONES SHOUL� ONLY BE PLACED AROUND VEHICLE. FLAGGERS MAY BE USED ON HIGH SPEED RURAI INTERSECTIONS, 6. REFER TO THE LATEST EDIl10N OF Tl-IE TEXAS MUTCD FOR RESTRICIING PEOESTRIAN MOVEMENTS AROUND CONSTRUCTION ACTIVITIES. ANY METHOD USED TO DETOUR PEDESTRIAN AROUND OR 1NROUGH A CONSTRUCTION ZONE SHAIL BE ADA COMPLIANT. �24�� R-1 }�Z i I � � ,° � �a' �nR i 30" � 2�� y�e � TYPICAL SIGNS USED IN TRAFFIC SIGNAL CONSTRUCTION AREAS d8.,_ R=1yz� 48"---�{ R_�},�� 3" 5"D �� 42,� ��. �,p s�;; � �1 � � 4�� ' AD�RE�S 4'° 30" CITY 4�� 4'D 3�" e7 1 A 1 6� 5 �" CONTRACTOR 6'C 5 D l 1 6" G20-6 �3• R4-76 LETTERS — BLACK 24" X 30" SYMBOL - BLACK BORDER - BLACK BACKGROUND — WHITE REFL. � �� zs�.p R4—Sb � �1 CW20-5R 36" X 36" �;\ ■ �`. �,[ _ �: ' . �j LEGEND — BLACK � BORDER — BLACK BACKGROUND — ORANGE REFI. TYPE I BARRICADES BARRICADES SNAII NOT BE USED FOR SIGN SUPPORT. , 2' MIN., VARIABLE MAX. , Z � 2x8 0 i� 2X6 (OPiIONAI) iiifiiTr7iTi3Tr7Tiriiiiiiifrii7Ti TYPE I(R) �' n�iti vepteAt� ��ev z � a i7 TYPE I(L) FOR T1PE 1 AND 2 BARRICADES, BOTH SIDES OF THE RAILS SHALL HAVE REFLECTIVE ORANGE AND REFLECTIVE WHITE SIRIPING MEETING THE COIOR AND RETRO—REFLECTIVITY REQUIREMENTS OF DMS-8300 OR DMS-8310. R20-3 LETTERS — B�ACf< 48'� X 42" BORDER — BIACK BACKGROUND — WI11TE REFL. 1!2 f� 34�� 3�4 � 3�8^ 3" ,2� 1�' �L 6..� 3° DISTANCE P�AQUE 30" X 12�� AITERNATE LEGEN�S 8"D 2�� 1 iL s,.� . e��° 15 0 0 f T 2 6,�� 8'�D 100 FT6�� [�C [�`�Is..o 500 �'T6�.� CW2D-5L m � � U � 0 w c� 0 E- Z � > ¢ a FIXED SUPPORTS 36" m � � U � TO 12' o H CURB: W 2'MIN. W 6' TO 1 NOMINAL � 'MTH CUI 4"X4" 7' W 2'MIN. POST � > --__'�� a 48 X 30 LETiERS — B�ACK BORDER — BLACK BACKGROUNO — ORANGE OR WH17E REFL. Y 2Ya" 3'D 2Ya" 3'D 2Ya" 3'0 2Ya 3'0 �s8� 3� 2Ya" 5�� - 33�4. �" 6'C 24" 3�4 , 6"C 4}'2' G20-2 LEGEND — BIACK 48" X 24" BORDER — BLACK BACKGROUNO — ORANGE REFL. j` � � s wt � - Y: � 6'C 4'� ?•: CW20SG-1D 36" X 36" LEGEND — BLACK BORDER — BLACK BACKGROUND — ORANGE REFL LEGEND — BIACK BORDER — BLACK BACKGROUND — ORANGE REFL. TYPICAL SIGN SUPPORTS PORTABLE SUPPORTS 48 NOMINAL I4'�X4" i POST s' Pi aouF �. WOOD POST SIGN SUPPORT: FOR 36° X 36° ANO SMALLER W000 POST SIGN SUPPORT: WARNING SIGNS. AND OTHER S�GNS FOR 48" X 48" WARNING SIGN. HAVING AN AREA NOT EXCEEDING 10 SQ.FT. SIGNS ERECTED ON FIXEO SUPPORTS SHA�L BE AT A MINIMUM HEIGHT OF 7 FEE7. EMBEDMENT DEPTH FOR WOOD SIGN SUPPORTS AND POST TYPE BARRICADES SHOULD BE 3 FEET MINIMUM, UNLESS SPECIFlED EISEWHERE IN 7HE PLANS. DRIVEABLE SIGN SUPPORTS MAY BE USEO AND SHA�L BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. . `� 4 � ' z � � �,.:' £ 4 " 12" MIN. 24' MAX. cENERAI 1. ALL SIGN USAGE AND EREC110N SHALL BE !N STRICT ACCORDANCE WITH 1HE "TEXAS MANUAL ON UNIFORM TRAFfIC CONTROL DEVICES FOR SIREETS AND HIGHWAYS° (TMUTCD) LAiEST EDI110N. 2. THE CON7RACTOR SHALL MAINTAIN EACH SIGN AS DIREClEO BY THE ENGINEER. iHE CONTRACTOR SHALL USE THE SIGN DESIGNS SNOWN IN THE "STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS" (SHSD). ALL WORK ZONE SIGNS PROVIDED AND SHOWN IN THE TMUTCD BUT, NOT DETAILED IN THE PLANS MAY BE USED WHEN DIRECTEO BY iHE ENGINEER. REFLECTIVE SHEETING 1. REFLECTORIZED SIGNS SHALL BE CONSTRUCTED OF SHEEIING MEETING 1}iE COIOR AND RETRO—REFLECilV1TY REQUIREMENTS OF DMS-8300 OR DMS-8310. 2. NMI� SHEETING, MEEIING THE REQUIREMENTS OF DMS-830D TYPE C(HIGH SPECIFIC INTENSITY) SHAL� BE USED FOR SIGNS WITH WHITE BACKGROUND AND CHANNELIZING DEVICES. 3. ORANGE SHEETING, MEETING T}iE REQUIREMENTS OF DMS-8300 TYPE E (FLUORESCENT PRISMATiC), SHALI BE USED FOR SIGNS WiTH ORANGE BACKGROUNDS. SUPPORTS AND MOUNTING HEIGHT � ' 1. REGARDLESS OF 1HE TYPE OF SUPPORT USED, OR DURATION OF WORK, REGULATORY SIGNS SHOULD NOT BE ERECTED AT HEIGHTS LESS THAN 7 fEET ABOVE THE PAVEMENT SURFACE. 1HE CONTRACTOR SHALL FURNISH SIGN SUPPORTS LISTED IN THE "COMPLIANT WORK WOOD SIGN POST SUPPORTS ZONE TRAFFIC CONTROL DEVICE IJST" (CWZTCD). SHALL BE PAINTED WHITE. 2. SIGPlS MAY BE ERECTED ON PORTABLE OR FIXEO SUPPORTS FOR USE ON CONSTRUC110N PROJECTS TO WARN OR GUIDE TRAFFIC THROUGH AND�OR ARCUND THE ACTUA� CONSiRUCTION AREA. 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT Al� SIGN SUPPORTS AND SUBSTRATE MEET CRASHWORTHINESS AND LENGTH OF WORK REQUIREMENTS. 4. PORTABLE — SIGNS ERECTED ON PORTABLE SUPPORTS FOR USE ON CO�STRUC710N PROJECTS NORMALLY MEAN SIGNS WHICH ARE USED DURING THE DAYTIME TO WARN OR GUIDE TRAFFIC THROUGH AND/OR AROUND THE AC7UAL CONSTRUCiION AREA, 8UT AT THE END OF THE WORKDAY SUCH SIGNS ARE REMOVED. 5. PORTABI.E SUPPORTS SHALI BE AS SHOWN ON TNIS SHEET. SIGNS WIiH PORTABLE SUPPORTS MAY 8E USED FOR SHORT TERM, SHORT DURATION ANO MOBIIE OPERA110NS. 1HE BOTTOM OF iHE SIGN SHALL BE A MINIMUM OF ONE (1) FOOT ABOVE THE PAVEMENT SURFACE. 6. FIXED — SIGNS ERECTED ON FIXED SUPPORTS FOR USE ON CONSTRUCTION PROJECTS NORMALLY MEAN SIGNS THAT ARE TO REMAIN IN PIACE FOR BOTH DAY7IME ANO NIGHTTIME USAGE TO REGULATE, WARN AND GUIDE TRAFFIC IN ADVANCE OF AND NATHIN THE UMITS OF THE PROJECT INCLUDING THE CROSSROAD APPROACHES. SIGNS ERECTED ON FIXED SUPPORTS SHOULD BE AT A MINIM�M HEIGHT OF SEVEN (7) FEET. SIGN SUPPORT WEIGHTS 1. 'NHE:RE SIGN SUPPORTS REQUIRE THE USE OF WEIGHTS TO KEEP FROM TURNING OVER, THE USE OF SOME TYPE OF SANDBAG IS RECOMMENDED. THE USE OF PIECES OF ROCK, CONCRETE, IRON, STEEL OR O1HER SOLID OBJECTS WILI. NOT BE PERMITTED. SANDBAGS SHALL ONLY BE PlACEO ALONG OR UPON THE BASE SUPPORTS OF THE DEVICE AND SHA�I. NOT BE SUSPENDED ABOVE GROUND LEVEL OR HUNG WITH ROPE, WIRE, CHAINS OR OTHER FASTENERS. REMOVING OR COVERING 1. WriEN SIGN MESSAGES MAY BE CONFUSING OR NO LONGER APPLY, THE SIGNS AND SUPPORTS SHALL BE REMOVED FROM ROADWAY AND SHOUIDER, Oft THE SIGNS SHALL 8E COMPLETE�Y COVERED. TURNING SIGNS FROM MOTORISTS VIEW WILI NOT BE AILOWED. WFiEN SIGNS ARE COVERED THE MATERIA� USED SHALL BE OPAQUE, SUCH AS HEAVY MIL BLACK P�ASTIC. BUP,LAP SNAII. NOT BE USED TO COVER SIGNS. SIGNS SHALL BE REMOVED UPON COMPLEiION OF 11iE WORK. 2. OUCT TAPE OR OTHER ADHESIVE MATERIAL SHALL NOT BE AfFIXED TO SIGN FACE. • •' • ' . . _. ,_ ,�. � <� � , . �: � � _ _' � - �a . � 2 - , . .� : ' ; �m � -�a , , �_ ; � _ ,� �, ;� ; _ ._. � .n � �., � .�. ,► � n�_ � � _ ::. REVIS�D: 08-31-2012 � � : � -� .�' 36" X 36" � LEGENO — BLACK 60ROER — BLACK BACKGROUND — ORANGE REFI. 2�^ \2g's,�ew EXPANSIC RESEAL TO 8E R EXISTING � AT ABUT JOINT /� i / i 1 � � _. BEGINNING OF BRIDGE�� : ,%' . - L I' � j � FT WORTH GENERAL � T ' DEPOT SPUR TRACK �,i � � M-K-T RAIL ; , ; ROAD MAIN LINE� ;y �1 i �y . . � LIMIT OF t } ' RIPRAP (FV> �` t i � � r � � FT WORTH GENERAL � t �DEPOT SPUR TRACK � �RINGS ` ' T E D {� ' � t �+ i i � i r � BEAM nt ' * � � f i i . . STA 11•90.00 � � , �- - �'-- --- t - - - - ----� /I t ` i � �-� ----�� - ---�--- 1 - --- - -- ; FEIIX STREET / _ / �OQ `��_--7 ------- 74�1 � - � - �-- - --i i / / . =�-, — i— � �_ — '/ _ — ��_ _ T ________ � � _ — _ _ _ \ _ _ _ _ � _ _ _ _ — 'L-- _ _ _ _ — _ — — � /f I � T/ t /' jl < � , � � J �' \ 1 . \/ �/ r`'( 'r /� r t, `� BE�,M � 7 ,: � � ! �� ABUT 1 ± STA 12�34.00 � (FV) i � T' r PLAN ,, �f � ' * NOT TO SCALE a i j t T� T . T � tr r T; t 1 k !t i r f s 1 ,� , � <' , �°' . � 77�J 750 - 725 %�� - 675 i�oa 650 o5n 3a "_� c 625 . . • � � ..:� BEGINNING Of BRIDGE STA 11�90.00 EL 724.67 BEARINGS TO BE REPlACEO F(j� � FT WORTH t17 GENERAL I� ( DEPOT SPUR i TRACK-� � FT WORTH F GENERA� DEPOT SPUR TRACK-� � ABUT t � BENT 2 END OF RIPRAP + STA 12-34.00 (FV) ± »� NOTES� � 1. RAILING NOTi SHOWN. ELEVATION NOT TO SCALE + GENERAL NOTES� 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT LAYOUT OF TEMPORARY SHORIMG AND/OR JACKING SEQUENCE FOR APPROVAL AND STRUCTURAL CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS TO THE EMGINEER AS RECORO DATA FOR ABUTMENTS t& 7. 2. ONE LANE CLOSURE ALLOWED ANYTIME.COMPLETE EXPANSION BEARINGS BRIDGE C�OSURE TO TRAFFIC ALLOWEO FROM tOPM TO BE CLEANED AT TO 6AM ONLY.CONTRACTOR SHALL SUBMIT TRAFFIC ABUTMENT 7�4e34'SKEW CONTROL PLAN FOR APPROVAL TRAFFIC CONTROI COST IS SUBSIDIARY TO THE REPAIR COST. � RESEAL 3. A�L. NEW STEE� BEARINGS SHALL BE FABRICATEO TO / i EXISTING MATCH THE EXISTING tRE= ATTACHEO AS-BUILT 1 JOINT DRAWWG> W EXCEPTION OF (2) BOTTOM PLATES. REFER TO EXPANSION BEARING DETAIL FOR (2) � 1 i � 80TTOM P�ATE MODIFICATION. � ' � 4. E AND F DENOTES EXPANSION ANO FIXED BEARING, - � - - � � 1 ENO OF BRIDGE RESPECTIVELY. � � � � STA 15•75.00 --r— -----�' � � 5. CONTRACTOR SHALL COOROINATE WITH UPPR TO MEET ALL CONSTRUCTION REQUIREMEIJTS, INCLUDING t- ' - --1- � � BUT NOT LIMITEO T0, RIGHT OF ENTRY ANO � � —i INSURANCE REQUIREMENTS. _ ' _ — � -0 ' _ y_ _ _ _ �_ —� � ; 1 I 1 � � � �: � �**i ��.. �ai�o �� ui��N E::��m p�d� oo,'�m o �� `� � g�_�� E �� d� m3 � v4a�.3 ' T ' _ _ ' _ _ _ _ i , --*-- - ----- -- � --�---- --- �=�-- t _ _ 1 — _ _ _ _ ' _ ' _ ' T 1 _ _ _.1—_ _ _ _ _ _ _ _ 1 � � t T 4 i i ; � , , � 1 4 i i 1 ; � ~ Q � �_i�i (� ± STA I � Q 15�31.00 (FV) � n- ¢ ABUT 7 z w � IIMIT Of RIPRAP (FV) z 775 750 I � � E F i � M-K-T I RAIL ROAD MAIN LINE � -__/��_�_'_'_ I,_.. '' _' i BENT u ^- ---------I-- -- f END OF RIPRAP ± STA 15�31.00 (FV) � � BENT 5 END (OF BRIDGE STA 75+75.00 EL 7I 0.49� '_"_'_ I_-_-'_- i BEARINGS� T0� BE CLEA IED ._.. -- / —.. V_- � ( ,. NT 6 � 725 7 �� 675 650 625 • � � � U �� O � U -'�i' O z ��MQ � Q F-w � p w � i— W �- � �wc� CONSTRUCTION SEQUENCE ABUTMENT 1� o z W � 7. CONTRACTOR SHALL JACK UP THE STEEI BEAMS AT %" Q �� ABUT t SUCH THAT THE BRIDGE IS NOT DAMAGEO. v� (n m 2. REMOVE iHE EXISTING STEEL EXPANSION BEARINGS. w X 3. GRIND AND CLEAN ALL RUST REMAINING AT THE � � BOTTOM OF STEEL BEAMS UNTIL NEW CLEAN SURFACE. � W 4. BLAST CIEAN ALL NEW BEARINGS PER TXOOT ITEM � � 446 (SYSTEM III>. GREASE PINS. m 5. INSTALL NEW STEEL EXPANSION BEARINGS IN P�ACE. FIE�D WELD THE TOP PLATE TO THE BOTTOM FLANGE OF STEEL BEAM. LOWER BEAMS INTO PLACE.CONiRACTOR SHAIL CONfIRM THE BEAM ELEVATION MATCHES THE EXISTING. N a= Q • m ` , M N Y > � 6. CLEAN WELDS AND ALL STEEL SURFACES.APPLY N z 3 � o PROTECTIVE COAT OF PRIMER ANO PAINT TO 7HE o�¢ w w�� BOTTOM FIANGE OF STEEL BEAM AND THE STEEL � N a; � D EXPANSION BEARINGS. MATCH EXISTING PAINT COLOR. W � a Y 7. RESEAL EXISTING JOINT PER TXDOT ITEM 438. a� z CONSTRUCTION SEQUENCE ABUTMENT 7: m g� .�t � t. CONTRAC70R SHALL JACK UP THE STEEL BEAMS AT o�o ABUT 7 SUCH THAT THE BRIDGE IS NOT DAMAGEO � v� INCLUDING ANCHOR BO�T ASSEMBLY. ° o y s �,� 2. BLAST CIEAN ALl BEARINGS PER TXDOT ITEM 446 c� o tSYSTEM III). REGREASE PINS. „�� -v 3. C�EAN ALL STEEL SURFACES AND APPLY °�'s PROTECTIVE COAT OF PRIMER ANO PAINT� MATCH " 3" EXISTING PAINT COLOR. m`o�r 4. LOWER THE STEE� BEAMS BACK IN PLACE, Q" CONTRACTOR SHALL CONFIRM THE BEARINGS ARE � BACK IN ORIGINAL POSITION. '" � � } 5. RESEAL EXISTING JOINT PER TXDOT ITEM 438. - � d w z >o �2 �� , i APPROXIMATE LOCATION Of BEAM TO BE REPAIREO APPROXIMATE LOCATION OF BEAM TO BE REPAIRED BEAM 1 � � i � � a-+-------------------- � - - - - - � r - --- ---- - -�--�--'------------------ i ,- � . � � ,' - - --- ---------------- -i +-�--------- (---- -- ---�-�-�------------ ---------- --------- -a-+- �[� ------- l l l_i___ �-- 1 . l L-L--- 1_t��_ _________________1___ . - ______ __1___________ I r- . Y 1^t__y___________________ f___________--___-1___F'�� .�____�_ � 1 +- Z i � r-y-----------'---i r------------i -----t-� F i � i � i i/ � i ii� i � i i � i�i�i � 1- G i � � � �t--a � �a i� � i �t J� � i i � i � � � � � i ---'�� -1- -----' i i i � i�ii� i i i � i �i�i � i i ; i �� i i i ��i� � i i i ii�i i i i i�-'--�-�- � i � � i � � ��i� i i i � ��i � . �� i �� 1-�' '-'-"'-" 1 I � t-1-IJ 1 1 I I � 1 1 � i i � � i� i� i � i i i � i�� BEAM 2 i� --------�-i -� -� � � ' ' � �i'�' ' � � � �'�� i i � � � END OF BRIDGE I � � -------------- ---------- .=--r-r-r--- -- � i F---�-----I ----------' r --' --------- �� ---'------------------� �- --------- �-- i � `--- `-------------------i �-i _________ r-r-r--- � � i� STA 10�46.50 ------------- i r------------------ � i .-�-------------------• �-------------------�. � .-�------------- �iiii � i _ ��i�i --- � i i i i _ --� r------------------� � i i i i i i i i i i 10�00 i i i i i i i �� i i i i i �iiii � i ii��i �� I I _ 41 J1-t— - _ _ - �_ 1 1_ _ __ _ — _ --l.IJ L3— - — _ — _ t � _ - _ _ �_ _ _ _ - _ _ _ _ - _ _ - _ _ _ _ — IIIII i I 11111 1 1 1 i i BEGINNWG OF BRIDGE �, i i i i i i i� SILVER CREEK BRIDGE i i� �� ---�_ � �� i i STA 9•58.50 � � � � � � � � � i i � i � � BEAM 3 � i � � � �r� -------- - ------------� � �i�i� � i , iiiii � � i i i , `_______________________LIILL________________________i L____________'___________LIILL__________L____________' __________'_____________1 L_1 I 1 1 I�J I _______�___C-f—i__ ______' �____________________S__ C'(':C__y____--_ _____ _______________1 lJl i i --------i r--------- i i i i i �------------- i r- i i i i . � ii i � i ��i�i i � i _1_1_ __.______ I I �� 1 1 I 1 11111 1�1 1 1 I I 1 I I ' � J.1-IJ � � 1 1 .l.laJ � I 1 __�_� '' � 1-i------ ' � � � � ii�� , � i � �ii� � � � --{-z-'f-i � , , � � ; �,,, , , , , ,,,� , , � ; ,_�_� , �-; � ; ; ; � . 1;;� � � , , ,,, , ,_. , ,____, , , , � � � � ��J � � � � � , , , GENERAL NOTES= 1. CONTRACTOR SHA�� REMOVE ALl L00SE CONCRETE AND CLEAN RUSTED REBAR PER TXOOT SPECIFICATION ITEM 429. 2. APPLY PENETRATING CORROSION INHIBITOR ON CONCRETE BEAM SURFACE,SIKA FERROGARD 903 OR APPROVEO EQUAL,AROUNO THE REPAIR LOCATION PER MANUFACTURER'S RECOMMENDATION. COST OF CORROSION INHIBITOR SHALL BE SUBSIDIARY TO THE REPAIR COST. 3. NO LANE CLOSURE A�LOWED DURING REPAIR. 4. CONTRACTOR SHALI NOTIFY THE CITY IF MORE SPALLED AREAS ON THE BRIDGE ARE PRESENT. -L_ � � � � � i � i i i � � � ' � � � � � i BEAM 4 � i� i i � � i LIMITS OF � � � r------ i i i � � i � i. � ��i i �---'J-� _'_____'___�___LI�L�_'a"__'_______'___'___'1 �-------------------- '�i�i--�--- ----- ( � � � 1 _ REPAIRED SPALL - 90 DEGREE MINIMUM (TYP) _ . � --------- -~ �-*"- --------i'ta�-! _ir7 L _"'_"_'___" . "'y.'„'*'__ �"___ __'_ _"____' " F.______' 1 1 j'i'j ____"____""__________'________"_______"_____J_J"L"'__'_______"_"'__________'_______""__'______'`=L=j ____'_'__'_"__'____' �\ _%""_'____"_______" j' j.�i — � i i L_L_1 �� ,,, LJ__l NOTES� 7. SILVER CREEK NOT SHOWN. 2. CONTRACTOR SHALI FIELD VERIFY THE EXACT LOCATION OF SPA�LED AREAS. PLAN NOT TO SCALE APPROXIMATE LOCATION OF BEAM TO BE REPAIRED CONCRETE SURFACE AFTER NOTE 7� � BEGINNING OF BRIDGE I STA - 9�58.50 � I - - ----�— '- --�—' - - - -- - � . . .�. ' ._ _--- _. —___ _ ._ . ., ._ . I I � � 1�--� i - I � � / - 500 - -- ------- --- � �AIPROXIMAiE LOCATION ' "" OF REPAIR FOR BEAM 1 I � I'�. t � TTOM OF BEAM) ., __ _. _. __..-'--------� -- ------- � .� . n � 475 i i � AB�T� � � � � �. --� _-- ( i BENT 2 ( � \1 � - `\ /' ---- -- - ---- —I--.___ APPROXIMATE LOCATION OF REPAIR FOR BEI�M 1 i (BOTTOM OF BEAM) __ ____'___.__�'_'_'_�__.^I__'___ _ I - - -- _-_--- ( ( ---------------------------- -r- ------ .._I'__._____`.—_'__._...____..—'_�.__._ __ .. _ ____._. _. I" I - --------- ---- -- -_-- � ------ Ii l I ; � BENT 3 I _.1 .__..-----------------�___ . � - -- ----_ __ I ELEVATION � INOT TO SCALE i I � to�oo FXISTWG CONCRE = z �) � END OF I BRIOGE STA t0+I46.50 � ---�-- . __I.--- - -- -- — — - I . i '� � � I � \ \ / ---� �APPROXI I ATE IOCATION OF .- REPAIR FOR B�k� 4 (BOTTOMj 9F'BEAMI ----- -- �--------- ' ' ' APPROXIMATE � � ��LOCATION OF BEAM ; ; � TO BE REPAIRED 1 1 ' LIMITS OF � SPALLED SURFACE-� � ; TYPICAL CONCRETE SPALL & CRACK REPAIR PLAN NOT 70 SCALE i � ABUT 4 _---__-- � ---f----- PARTIALLY EXPOSEO REBAR (NOTE 2) PLACE BONDING AGENT (SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL)ON < SOUND CONCRETE & REINFORCEMENT SURFACES EXISTING SPALLEO `REPAIR MORTAR CONCRETE SURFAC �NOTE 4> PRIOR 70 NOTE 7 SURFACE OF CONCRETE WOTE 5> LOCA�IONAOf TYPICAL CONCRETE SPA�L REPAIR FOR BEAM �_ & CRACK REPAIR SECTION (BOTTOM OF BEAM> NOT TO SCALE DETAIL NOTES� 1. SAW CUT PERIMETER OF SPAILED AREA. REMOVE CONCRETE WITHIN CUT PERIMETER AS REQUIRED TO PROVIDE A�/Z" MINIMUM REPAIR DEPTH.REMOVE ALL UNSOUND CONCRETE. CLEAN REBAR OF CORROSION AND CONTAMINATES USING MECHANICAL MEANS. ANY REBAR WITH MORE THAN 25% SECTION LOSS SHALL BE REPLACED WITH NEW REBAR. 2. IF ANY REBAR HAS MORE THAN HALF ITS CROSS-SECTION EXPOSED,THEN REMOVE CONCRETE FROM AROUND THE BAR TO A MINIMUM DEPTH OF �/2". 3. CRACf<S IN SOUND CONCRETE, THAT EXTEND OUT FROM THE SPALLED AREA TO BE REPAIRED, SHA�L BE PRESSURE INJECTED WITH HIGH STRENGTH, LOW VISCOSITY EPDXY. USE SIKADUR 35, HI-MOD LV, OR APPROVEO EQUAI. PROVIDE SUPPORT PROOUCTS AND CRACK PREPARATION AS RECOMMENDEO BY MANUFACTURER. 4, REPAIR MORTAR SHALL BE SIKATOP 723 P�US, OR APPROVED EQUAL. PREPARE, INSTALL, INSTALL IN MULTIPLE IIFTS, FINISH, AN� CURE AS RECOMMENDED BY MANUFACTURER. 5. FINISHED SURFACE TEXTURE SHALL MATCH EXISTING FINISH TEXTURE. M ln� o: $ : ei -;o ��N �� N � � ° °1 0 �� m� � ■ ->��; ��aW3 � U � ��/ � 11_ /'� ~ W z x � �� O = W � � � Z ��Q Q �m� O W �`SW � � �'WC� o Z �� F- Q � m � � � W W c� i � _I � � m N :�-� � C o x a M N Y z 3 � �- a o o �'- Q z � a o 0 a 4 ' o0 c �U � � C U pc� o � ty� VOa � c o v'� « c- w o a, w �cr N '- ; m°�y w� a U � r _ � � w >o 14 � EXPANSIOM BEARINGS — � TO BE CLEANED AT � ABUTMENT t i ff I I � I 1 � i � 1 � 1 � RESEAI 1 ! EXISTING � � JOINT 1 � 1 � 1 � I � � � 1 1 � � ' 1 I � 1 � � E NORTHSIDE DR � fWEST CROSSING) - � - �- 1 � BEGINNING OF � � THE BRIDGE, � � � ABUT 1 � � r i i � i � I � , I � � I LIMIT OF CONCRETE � I SIDEWALK REMOVAL. � ' REFER TO CONCRETE� � DAMAGED POSTS SIDEWALK REPAIR � � TO BE REPLACED PLAN & ELEVATION � � ' � � � SOUTH � SOUTH POST #10 � � POST �5 � SOUTH SOUTH POST �11 POST #6 (WEST POST,ONLY) SOUTH POST #7 (BOTH POSTS> PLAN NOT TO SCALE � ABUT 1 IUNIT 1(� POST TO � POST) � 2�± 7'-0" = 14'-2%2" Cf V> I , 6" C�R ° 5�/2" STO STEEL IIF PIPE (T&B) (FV)-1 E f C6 EN� POSTS (TYP.FV>. W6 INTERIOR POSTS (TYP, FV) � CONSTRUCTION JT � �' > _ �. N _ m �- � � _ _ � �Iv � Y J N a w 0 � > � � Y J �a � _ W �> 0 �n io � > � N m � � U E �Ii F � �TYP)P(F EN � AR UNIT 2(� POST TO � POST> 4 ca + 7'-0" = 28'-3" (FV> E QF PANEL #5 TO BE REP�ACEO EXPANSION BEARINGS TO BE CIEANED AT ABUTMENT 9 _\.-\, ( ' � / ��/ I � � RESEAL EXISTING JOINT F �IDGE, IT 9 � CONSTRUCTION JT � � � PANEL #�6 TO ( PANEL #7 TO BE REPLACED � BE REPLACED Enf �E�II�F � GENERAL NOTES 1. THIS BRIDGE IS I.00ATED 1.4 M� WEST OF IH-35W. 2. PRIOR TO CONSTRUCTI01�, CONTRACTOR SHALL SUBMIT lAYOUT OF TEMPORARY SHORING AND/OR JACKING SEQUENCE FOR APPROVAL AND STRUCTURAL CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS TO TNE ENGINEER AS RECORD DATA FOR ABUTMENTS 1& 9. 3. ONE LANE CI.OSURE ALLOWED AIJYTINE. COMPLETE BRIDGE CLOSURE TO TRAFFIC ALLOWED FROM 10PM TO 6AM ON�Y.CONTRACTOR SHAL� SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL. TRAFFIC CONTROL COST IS SUBSIDIARY TO THE REPAIR COST. 4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, LENGTH, AND ALL OTHER DIMENSION OF RAIL EIEMENTS, INCLUOING BUT NOT LIMITED TO POSTS, RAILS, PICKETS, CONNECTION ANGLES, AND ANCHOR BOLTS PRIOR TO FABRICATION. SUBMIT SHOP DRAWING TO ENGINEER AS RECORD DATA. 5. C�EAN POSTS PER TXDOT ITEM 446 (SYSTEM II) AND PRIME THEN PAINT POSTS. COLOR ON ALL NEW STEEI RAI� ELEMENTS SHALL MATCH EXIST�NG. 6. APPLY PENETRATING CORROSION INHIBITOR ON CONCRETE BEAM SURFACE, SIKA FERROGARD 903 OR APPROVEO EQUAL,AROUND THE REPAIR IOCATION PER MANUFACTURER'S RECOMMENDATION. COST OF CORROSION INHIBITOR SHA�L BE SUBSIOIARY T0 THE REPAIR COST. 7. NEW RAILING POSTS SHALL MATCH THE EXISTING LOCATIOM. 8. NEW CONCRETE SHA�L BE CLASS S CONCRETE (F'C=4000 PSU. 9. NEW' REINFORCING BARS SHALL BE GRADE 60. 70. CHAMFER ALL EXPOSED CORNERS }/q" UNLESS OTHERWISE NOTEO. 11. ALL NEW WEIDS SHALL BE MAOE BY PREQUA�IFIED WELDERS PER AWS. CONSTRUCTION SEQUENCE ABUTMENT 1= 1. CONTRACTOR SHALL JACK UP THE STEEL BEAMS AT ABUT 1SUCH THAT THE BRIDGE IS NOT OAMAGEO INCLUOING ANCHOR 80LT ASSEMBLY. 2. BLAST C�EAN ALL BEARINGS PER TXDOT ITEM 446 (SYSTEM III>, 3. APPLY PROTECTIVE COAT OF PRIMER AND PAINT TO THE BOTTOM FLANGE OF STEEL BEAM AND THE STEEL EXPANSION BEARINGS. 4. �OWER THE STEEI BEAMS IN POSITION. CONTRACTOR SHAII CONPIRM THE BEAM SEAT ELEVATION MATCHES THE EXISTING. 5. RESEAL EXISTING JOINT PER TXDOT ITEM 438. CONSTRUCTION SEQUENCE ABUTMENT 9� 1. CONTRACTOR SHA�L JACK UP THE STEEL BEAMS AT ABUT 9 SUCH THAT THE BRIDGE IS NOT DAMAGED INCLUDING ANCHOR BOLT ASSEMBLY. 2. B�AST CLEAN ALL BEARINGS PER TXDOT ITEM 446 (SYSTEM Iil). 3. APPLY PROTECTIVE COAT OF PRIMER AND PAINT TO THE BOTTOM FIANGE OF STEEL BEAM AND THE STEE� EXPANSION BEARINGS. 4. LOWER THE STEEL BEAIAS IN POSITION. CONTRACTOR SHA�L CONFIRM THE BEAM SEAT ELEVATION MATCHES THE EXISTING. S. RESEAL EXISTING JOINT PER TXDOT ITEM 438. � CONSTRUCTION JT ( UNIT 3(� POST TO � POST) � 4 ca ± 7'-0" = 27'-8" (FV> ( PANEI #70 TO BE REPLACEO E F E F E �R) F E �Ra�, F E F POST ik5 POST #�6 POST #7 POST #10 TO BE REPLACED TO 8E REPLACED TO BE REPLACEO TO BE REPLACED BOTH POSTS) NOTES: 3/4"� BAR PICKETS VARY IN LENGTH. 1. BEAMS AND ABUTMENT NOT SHOWN FOR CLARITY. FIELD VERIFY AND 2. QR DENOTES RAIL ELEMENTS TO BE REPIACED. MATCIi EXISTING. 3. E ANO F DENOTES EXPANSION RAIL AND FIXED RAI� ENO CONNECTION, REPECTIVELY, TO THE POST (FV). NEW RAIL AND POST SHALL BE FABRICATEO TO MATCH EXIS7ING END CONNECTION DETAi�. SOUTH RAIL ELEVATION NOT TO SCALE POST "17 TO BE REPLACED (WEST POST ONIY) � � � � , *#'...a��'10 _ _}Q,9 ... �� .L �I'. %�"�' :oi.-o��l - j Y•M N Z� z o; ��_�o i.:o. ��I� �� W�� ° mo �� r� � � a4ati 3 F--� C � � z� Q tn - � � Q� I- O �-- z �'-'-' Q O U� � � h- � = W (/� z ~ JW� � Z ��Q Q H � W m Q w �' � `'_ F-- � � � oz z �- Q W Q � F � U (�� (� ,_,_, z z ( � ~ _J � � Q � O � m W N �� U Y � O S Q O p M N Y 7 � � o '- a o Q w o = 3 a - a - - 3 z _� 00 c .�s � � °- �COu c d '^ °o� � �,� uoa � c o v'� .� c- m o a,� N�� p N O mot �- U � w >o SHEET SEO. � - a Oi4 L'�c.. LIMIT OF CONCRETE SIDEWALK REMOVAL. PLACE BONDING AGENT (SIKA ARMATEC 170 � REMOVEO POST EPOCEM OR APPROVED EQUAL> � ON SOUND CONCRETE & QQ i REINPORCEMENT SURFACES. � � > �j � P-0" MW (TYP) M ( EMBEO � ---� --- � � - -' _. N > j i _ � i � .- .. �"__'_ """ � '. CONC�N� 2�-�� CONC�N� � v - N �t PROVIDE i-0"" MIN EMBEOMENT INTO EXISTING ,-,�� o SIDEWALK WITH HILTI RE500-SD EPDXY = ADHESIVE OR APPROVED EQUA�. Q2 SAW CUT THROUGH EXISTING SIDEWALK. 03 TOP BARS (#4x2'-3"> NOT SHOWN FOR C�ARITY. CONCRETE SIDEWALK REPAIR PLAN NOT TO SCALE 3___., ��_Z�� EXISTWG CONCRETE �FV) (FV) SLAB TO REMAIN TOP BARS (#4) x 2'-3" (EMBEDMENT REQUIREMENT SIM) (TYP OF 4) �4 BAR � � _ � � x 2'-3" \ � N U #4 BAR �' � x 2'-3" � ,. � � 2" END `" °i °- OO ' • C�R (TYP) i LIMIT OF 1'-0" MW (TYP> CONCRETE EM8E0 O REMOVA� 1 04 EXISTING SLAB REINFORCING NOT SHOWN FOR CLARITY. SECTION A-A NOT TO SCALE m J � � J T/SIDEWALK U z '�4 8AR x 2'-3", BEYOND � v~i ( T&B (TYP OF 8) N X i7 � T/CURB� �`' � �4 BAR x 2'-3" ? 3 I�� A T&B (TYP OF 8) - ------ �--- -- - ---- ---- --------- O > — - � o, � -- — — EXISTING REPAIRED �—Y.. A �EXISTING CONC CONC 6" CONC SPLICE CONCRETE SIDEWALK REPAIR ELEVATION NOT TO SCALE 10" (FV) o > W li � _ ' _ _ u� lx. Q i w i.. SLOTTED HOIE (TYP) 2i�z��. 5�� 2i�2�� (FV) (FV) (FV) NOTES� 1. POST NOT SHOWN FOR CLARITY. W6 POST CONNECTION PLAN NOT TO SCALE 6" (FV) �W6 POST � � ' � 3�/a" � - � i N �- i (FV) � ; � , �> �- , � d- � T/CURB ( I I ! � � �—FIEID VERIFY TYPE ' S" Z�/2" AND LENGTH OF ) (FV) (FV) ANCHOR BO�T AND MATCH EXISTING. 70" (FV) W6 POST CONNECTION ELEVATION NOT TO SCALE 5" (FV) 3,� z�� (FV) (FV) _` o > w tV � ' - N l._ Q � � w i.. / 1 SLOTTED HO�E EQ EQ (FV) � (FV) NOTES: . t. POST NOT SHOWN FOR CLARITY. C6 POST CONNECTION PLAN NOT TO SCA�E T/CURB TYPE ANDVLENGTH OF ANCHOR BOI.T ANO MATCH EXISTING. C6 POST CONNECTION ELEVATION NOT TO SCAIE �' N � .�� O ��#",� �1 }PS ; . : i�;• :o: •;ti�� . •o:� . ,�.� •� z, : - w. �L o�.� r�, ; ; •yy: �I1S''..; . � F� ��li ': :P?�� . ��n ��N ��NQ ��° Po ��ao� rrr � �,� `o '��: d��V� e ��a�3 � � I� � z �� Q � Q �� O � z � �-'--' Q o �� U �� = W (n z '- -'W� � z ��Q Q ��W . �] p W � � � � ��0 oz z ?- Q W Q � U � � � ,�, = z (.� ~ —1 � � Q � O � m W ^ i U M N Y z � � a a o "- a � � � _c 00 c piS y o C u OC.. 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' ' _ �h � � VII V ' _•�I,,�=�_�.�'�l . � E �, y�,T �\ �f yC��" iJ1�./i1.��I��`�° � .,_.. � 1 l�i 1✓ � !i � • ��'d�g�� . �� i�D��i� . iV1 %n Y O � � COVER SNEET • • � • • • � J, L. BRO�'�JNLEE c iTY in�rv•� G� R � , PROJECT N0. �94-220U0-IG' CONTRACT UNI�` U C�.R T� R T�f�fJ B UR G-� �S .� �-- � E N G I f'°J ��: R S I.I00 M� C ON ST. �ORT \VORT-+�-I •T�X�S LAYOUT .OF BR�DGE• ° • • • � 2 SUPERSTF,UCTURE DETAI�..S • � • • � 3 � Q• It�TERfOR F3ENT DETAILS • � � • � • 5 F BUTMF'NT BEN �' L`�TAiI_S • • • � • • 6 - 8 " RAILIhG � M!SCELI,dNEOUS D� TAILS � �, 9 � MAY f964 � , ' ! ______. _ �. �`� . � �s»� � �. ; i�j PU6LIC II�O�,ii� f�(�rC.TO(� �. '�,l. �I��i Z � J R. .c�-�Ic� �r�1GiF;��R. . FILE N0. R;- ISI [� � � 2�0 - � C :s.s'- �..�"- o c�/ - �-Zzd -ZC ss Z �-c� � .a o� O : O N N �f' �: O1 O z � � �': l�l � � . 0 �. 4I • ;. W Z W > la iz 0 t"' Z J V z 0 w c� 0 � m x w W �� U t7J � a � , �� 4' 4' PROJECT DESIGNATION S[GN �-- � G �1t1 � f 1 `'�rc� - ��^� � 4 62„ 3�� 3��-� ro'ect Titl� J , �� 82� �ur�ding T 11„ 2 22� ,,,, 2 ��„ 1 i,� 2 R1" TYP. - Contractor: -Con�rac�or's Name- - Questions on this Project Ca11:= (817) 392 � �;XXX After Hours CaIL (817) 392 - xJUCX FONTS: FORT WORTH LOGO IN CHBLTINGHAM BOLD ALL OTHER LETTERING lN ARIAL BOI.D GOLORS: FORT WORTH - PMS 288 - BLUE I.ONGHORN �OGO - PMS 725 - BROWN LETTERING • PMS 288 - �LU� BACKGROUND - WHITE BORDER-BLUE 1 " IYP. 3" i �, � 12� 1" ,,, � NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTQR SHALL OBTAIN VINYL S'iiCKER "CITY GAS I.EASE REVENUE IN ACTION" ! 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H.MdC; ' ; S Qtota/ = 9,280 c.f, s � � ' 24 .�^�es � ' 23 L� • �:�2 � UniE EXca✓. Slab �nb /�� f�a E ca� i/� Sun.` i H.W �le�iatron =543.2 ; e � o �. ; � � ' ' yn :• y , :`, Q M o ,� Gu, yd Cu. Yd (, u. yd G65. Lbs. Cu, Yd Ll,o. Fb. Gu. Yds G� Yc/S. CU. 1'ds, s � BL.00K 38 I � � . � I" ,� y ' h� /-/DO.�BCon�l-BeamUL 92.6 /53.0 /4097 47q23 2p/ 486 + 13e9in B�idq e st2. /3f62.58 . _ ...8.�.�. � K _ 3.._.. ... _.._ .._ _... ._.. . 2-A u me �s O.O 5 2� 75 DO 900 h . _ '_ P . . . � ' ----. .,........ � 6 n /!d / 4 � � � To W cT� eleu 54655 � � /-/nGerio� den�. 12.0 //,2 /628 36 ' � � � Elev. 546.55 � : ' ' . To/� �. cfz e%u. 546.92 �� a � /00.55� Conbinuou3 /-6eamUniE �50.29� 50.29��' ans) TOTRL q520 92.6 /64.2 �//�p Q7Q23 75 �Q/ c00 36 Q66 ; I . / -2/z : � � . . Qai/ l�os6..5pa. ' 7-�1/� � 8� 9%z�r . /! �Aa. 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" ` °`��' GTac� cpa,T " " ! 545 ; � � _�;TOP�SOIL . ; ' f �� Mu. 54'0.5 5�� (for �utu�e sto�m or-ain` r nr �me coaf , E � � . �� ` � � Channe/ exc2v. , _ �� ( � New 7 found. i Z8 -0f �xis/,� base fo ' ._:._. •._ � : �; .' ln v. 538.5- Finished G�a: _.. ,� . Fiu oF 5 Conq. ��p rap- i�l� crse. remam m p/ace '� ' -�_ ' �5 COnc. Qipi'aP a � - aocicsm�- " s/oPe �v2i7es �I � � 540 � 5/o e•va�ies Z / � Compac,�ed suh-9��d� i Exisf 36'dia. conc.storm i ..��., P z �,� I.�; --; -------� . TY(�ICdI. S�C:TION OF � � d�ain pipc-cut outfa/l -------i f; � �' x -� ' � F,----'______J end te confo�m to face - �. . .. : •�I . ,.--.. -: � i . . � �-;,R^�� ,von-rei� con�. '. 4 , . �. T�MPORARY - STR��T COI�lN �GTtON � of' abutment.i f-----_' _.f.-�'i �_�u � m, , � ��'/,5��30� � ;• riprap a�ound. �in,e e� � y� l EstimatedQuanfit�es.'H.,t�t.dC=4afans,fnundcrse.=BG�Y,; Relau1�9 0� any exisl: ; � �t Toe W2II ��MESTONE �.. 1.�51ESTONE �tl/7l�S. 2S O�/!'eCPE • � °� ;i L AY 0 U 7 0 F 36�� pipe, �epairs fo 1fs. � �_�/ � ;. : by fhe eny�neer: BIUESHALE � C� i""-" ' -- --=.j 1-----eaowt��nr � ; -. _. . - . - . .. . _ :.. . . . . . , _ o N . S MARINE CREEK BRIDGE � � backf�l/ sha// he in� i A BLUESHAL BIUESHAIE � �: • !i'" ' - -- - - �---`----�-- -� LIMESTON • ON C'_IN�ON AVENUE ,; accord2nce with sfd. i . �- I • . , % �� PRO.�EGT no.osa-xz000•io�_ ;,• ' ' ' ' i : • � . � LIMESTONE �• i ' � (U snecs. for stor-m sewers uM�srar�E ' . • ; ' ° N CIT`( OF f'ORT �YORTH TEXAS� ' + � sha/l be SUBS/O�/o^/'y ' : : , 1 I�M1tESTO�E � E , k� PUHLI6 1'!CfiKS 0°r-0HTt!ENT EHG�NEEPI7IG OIVISI011_�j �iJ i/� JJ/d /fe?JS Of PI]/S ..... . . ; eLUE SHAEE .. .. , . ..• .. . . .... �. . . .. . �.. . . . ... . _ CARTEA . �p � ond BURGESS �;j SPEC/AL NOTE� f'ootinys for henf sha// i� cons�rucfed a ! L Q, Enoiuee::a ronr woAre � cc�n, f�act. � ;. m accordance wifh dimensions o� detai/s shown o� . z i ,' C� sue. oi.lt• �,-,.ti�,_Q_ ,�e� ,��y%�� it � � ' : LIbtE STONE ' the �ent /�etai/ sheets or- as dr�ecred f�y /he enymeen i s � � . 'a m � /%��` / ' __.-___ .._ ' � � � � . .. _ . .. _... . . . . _ _ . . � � . .APP o. ,.. 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GvlCer-, _ � �' c � � � / N � � . , ^i , i - / %?�or-t:7.;:,�Di1 � E�,� — ,� §� �e�� a.;�.� - - c� � � 8e�s a�a � :� , � F i Y Praco�e✓ �fI �) T`�.Pe g �!�D C. ;OF'.=se� i oe 8�a �rd�n � Br-Tdo� � �:� 'z-�li Oiaf�ams �—�- Y � ' ti �;, �('i.. �-R��•� C'----_ r�,�� •;,/a?�.�r; �� y�- 8ars G � ove� ln.er,'o�- �en� l�u�o � SECTION 1�'�". � �� '=1 � -lt�--- � ------------- � � ' eib,5ersi�le o��6en�boc!er.Jncn�^ SC�/s� 3/q•,-�,�,• -�-�_-._ _ _---"- _ _ _---`-�-- -� - � ?�o�t.s, � � i .o -�—�-- � �I-�-7� I �i� _- �----------L ( � '. 5ymin, abCub � !2•'.;" � 5' `----1 . I o� � � �� i �-(�u � i � Proposed Inte�i�� S riqae� �� r.idye e,rcept � �� Ui� i � F^CGpSHC i'.':'B fi �i:��/'2/ll � _ .,_, r � � \ �; �1.. ... . i , � f� Curb � :�o� 5.�.�i`�ae, //TT�� : --i----- ; ,C'ie% Sa%ice � �)�p � I ! L_ !?_�;i _,=i-?co_ed E,rG�:-ior �trinoe,^.�� _ i= Con.��, J6, <See DeEai/)' - - +' �-- ,: - ,. , o� _... �� ._---=--=---_-=- -_ -�- - ' � � ----=- ----- - � ;� BARS __A_ BARS D_ , Uh � BarsD.r�c._.______ �(Y ba�' D,G�F _/2�2"_^ �f ti L-"_"- �uars E---•� _'_'_�ai`,5 E r� �l i n i i� i i: i n^ i�� ^T _._.___._..- — I-!/z 3/z 3-O Ula 2_5 3h 4!q�� ,�� ` II � 36 be�-s NI l,,,,,� 3ro bai-� !-!2 � � t �' � \t I ' io=2h° 5�a;, rr� 1 A � i �� i2 Drain _��5,�„ /o'-p,, .._ . ...._ ----��-��-- - ��--� �-�-` ' Z� 1 .Sps'cin��el!�n 6ers.:Cx��_'J,.GEF� 22_�pa,@/ro"--�29-'4�r 2%� , ars�,4,�6,D,c ;�2�°�� -- - ' � 6��-s G �E�2/S .@l ��-.28�0�� /O'll &a�s �— . _.3��i'! ' ._.__... .. . ---�-�--.. .— T �� -',I - n ! /�i -� r� = 2O?O�� ci �� r�R�R,� , R„ m 8A RS C . ��`. 5_ �----� --_ -----�— 50-'�%" � � C�UARTER PL.AN SWO�VING STRUCTURAL STEEL �—REINFORC�fNG .STEEL_ -----... - - —...---�--...--- -___ -- —= -- _ - - - � Sc,aiP I/4"- 1�'O" `� �B°x % "�!; � �c° • E,rEe�io� 5��in e� . _ � 7+� :;or'�r ws Ba,,a��r fe'6'� ••Jn�e�ior.Sb�inge� Field Sp/ice � �, /-'O��'� ' . 24 !.�' 94 x�9�/l'� 24 L(F 94 X39 �B'" r 4� qearino ,�� ' 6ea�ing �-- ;. � B A R S G � Geo�ing Z_�'� /O-/%z �--} -r'—= �` -_��J 50�,__ 3%2�� t_o ��i� E,�d Bea.m7� � nnlnj/ � eqlo%" . i EmdBeam ,., PROPOSED_STRIN�ER_�L�ASl�— BARS F_ �/3� Cowe/ 6nrs J �' 2��c-o 7ner- Joinb � c • �. I ' n .I>i . • . • V .. � . •r.'o',`� —1�.-----_-_�•C . Ty,,�e A Di'a�ra.-» ��E,rp. Jt, Ma"ce�ial t�` CSti'eefC00%a�/orJ E`-� , ., � � '�, i � p F > , . -.r � ..r c . ., Ty,oe A �� 2'� D;a�am , ,,,e .�np, CONSTRUCTION JT. DETAI� �O E. %,GI/ str. sdeE/ sha// j' be e�ecEed b�:�or� e�';ci.�n .�I C? GOf)G/E�Gr v (`3�0'1��, �OiSn ��ii l. L yer 30 ' r '( � Qoa�ing Fe/� I ( I � / 3 2 %" H.MA,C, i Oac%s�al1 , r . ' c. Er!„<t. . %��.C�c�ivy �J ___----� F/7C� �JE2r.) -- "�/,36 ,p. t �4�� ' • I 3 2� � bea,�rng � � PouRi�� S�Quewce SECTION B-.B � n!or�: .�:o; �� i.::, ��c�� •.:�:��a J'%7O:'... �: �/Jt'/' N/. SP. *Inoico�,ss 56: aighb ba: s. � � _ - -- , � 2 g��X� ��x ��'6�� " (� � g"x� "X I I�_ 6�� COVER PLATE DETAILS • .- �'� s';s�l;^,o S;,^in�ers 26°!�'9/� --� �IJOTE = Cantrsc�o� �a ' �: ,_�`�� ^ �°x� u ��'� deEE�-mine /e�ot� o� an ies . oposed Gs-3 x.- B \ 3 :,��;T.y / bcf ficld Measrrrement. .•, /< 2 'o' ` ( ir y 9 TYP� � \ , I j 9 � � 0 . �r,��_�� i SYm„-n ^�ou� !Y� jJ" i �l /.P"%%" !r_� Poadway u � '�E�%s�rng B�IC-a/B,4#5c/it • ` 6�� } � �/�p�_. �,+1' .v.. v• � i' �; . II,'i- ,� ., , � � , b � ' ,. i. .,� ; ' ' _.j—'_'D� � . � r -�-.--. • : ' � �,•, ;', �o � p� . . r•� . . . . � . �!'. it�rnge�'�Z %'2 d Cr-iro B a d 2�ouncJ Orain � 60.. ___ _ /'-O" canc. GueCer 'p��C ✓�� . � . �/0;,� . . , �I? `\ f ia"} / (o.l ' � . . ; . . . ound /Jrr�in . � � �,�� R i � 6 p° . � '�� ;: '��- ..'`:��: `�;` ^ �`! 9 .0 , . �s:,,_ �G, ' `\ , ��.; ' �O, -� t.._�_..... ��/2 � �z"H.iLI.A.C. Ove�/ay F-k-'"�-c_, ;�,:.,\ \,>;,, �` \��I ` � ,; . t ' f � `�� , . ` i!..._'�� _�r'1,;� ,.`�• ! -�-.:s�,' �.' .ti 41 :' i . `_ _ '` �;j � y\ G�•�d to A.sa. J` �' � m\ � i ) � i ��,�~: ` :�`, ;,\� � � ! � � I , �'5oa Fii�,sn `' , � \� ` +. -, SID� VI�W Or= SFLIGE S�C" !��`� j�-!RU S�LiCE_ 4"Dla. ,ro,�meo' Q�ain �' ,� —� t�Jp FS : Ends c� be�m.s 6o be ivs,�eo sha;/ be precarec �EG�"fON �'HRU cl.aNG�SRLIGE in 6h� hoo �dF_; ;•v i�co. �c��c:�c �/;�i� re%Eiva Fosi;?,-a^s SECTION C"C �' ' er-ec6ian Khen ��' �� ✓_ �� -___-_ NCTE 44i . Du,�in in the �in:�..ed .z�cu�re c� � �o o� ��, .�acn so;icc /leirr��ie 9�o�-,r,�,.,u;� DRAIN DETAi� � 9 ' � X sna/. 6e co;no�:s,:�/;� dss�m.�Jcc•' i,��:Sc,e, hecKed -�� 6,^-coe S�ab s�.Fecoi':s��ucf � ..__ mat:no C�is,d sd/.-'ces, o/%.v e,rE�a/6 c �.-:�e,,,,,5 , f ' . 9 �'�' , i,� / n, e Sca%e; /%„d/,_o„ clea�once 6el�o�e mak:�g tacz N�eld, •"ra�^Ked ,s•.h;i� o:a�rcmb/cd by st�;n;�L�a in bho .:�eEsi, ;-!eaoE� e� a:%:�.�n. 1 Eris!'in 2 6/2 %G /-B � b^ea,F:L/, F�'--�� `'��ic.Jt.;4�ate,^;�a/(ut.Co�Jt.I Pro,00.sed s-/ x.�1: Y�e/>s.%on �ars �haG be :.. y. a the b�tt /t� /2 � 8 us�o ' ma'r.i:� ; , �ve/ds :n .`,i>e :?:::;ce� ds ce� .4.;i;s.^S �'?� S 5 5( �e OE' ��%C.7S ec. D N•M.R.C. �VS`�� 'y ��%.�Paving S;<�b � � -.-- • . � ,(S�St.C�ntra,cf�r,1� O��oN��ta��n�o BEAM SPLICE DETr�i� S ��-�— i i �. �� r � : , � � i � �2�� N R� tr� �� N N O O %nbe�ia� � - � ,�( , „ > • „ � , � S`000�oo 000 . -`---�------- �'. ` ' . � n i✓ � ry,o. S Tvo. O O O�O�Ii O d.i O �IO S�<-ingai' O �u'a�s :G Eeisc;ng �s 5+�%B t%-� l /� p��'1'._� 1 - . S��in er �riSE,.S�ab� ��-.i`-.FX.'sf.LOnoit.S��l c'Sa�h S;lleS Oi�,lc�luli�i�l��n�p��mpp E� 9� � /Laye�30'� �:�r � ='6sckw�::' � C� r'oo�ing Fe,t ' _ � ru. � SEC110iV--D=D-- �Y/S�l,'74.S�i.�naer� I ^ � ,��€VATION ! N�,T4: Clean and p�o6"ecb e,v'sb, /ongii�di^,a/ s<',ee/ and r�e.��ove ex%sb, ��.��,-e�se s�eel SECTION E-E �^a re,c/ecE �i��,h ��rs K cc<%^e re;.o:;rinq • h=2dc� PRC?POSED 'J�ODi� fCATIOfJS TO EX1STlNG STRUCTURE �'� 2oadi�ay ' Fr; � �. S�rir,ge�^ . 3/-L i ,�� . 'L_�'y3"x�e" �;i � � r�=�.ce A.s �'nin. : ��.;-' --a,.. ,, �7� =__--�-_ �9 ��-----�--�,�� Sed Sb�inge�s 24ftt' 94 T yj-L-3z3°f3�6�� 1 577��/5 / � n��-� �� L-4,r3'x%g� . .' � _ cJ�-7-'-----� -- � sj�r �'� -�---- i- -- , — r tL �aY3,.X�8� � • �R�� ° '�,� �/ � ry,o4-�/' j' �+�F ' � : �-4 `raY-- i � 2 �' .--.. .' 5�,�..`.... -G�-�------ %q y,�. l Typ'i� � . ...M_...-.._ . . . I . __ �8/0// __ � �O/�/1 I i , TYPE A DIAFRAM j-�� 2o�d�,-dy - - ;ris�. 5.:rin�e� .P.ropased SG�inge�s 241�'94� �5 I N 3 X I I! /,�M �� . � �/o, . � �. � �'l�Y.Ci n'�"i� �2 ' �,- ,�f "'i Ty,�y ""' � r. � • • �r Ty,a i �:--e - - 7J; '%i '� • 'P• ` � � ,� , 9 ,� �� , �a �;(� � m -�-4 {3 z � � Q I .,,� �t' , - - ' , . , m � . _�_,. _,_.---- � %� '� `-L-G"x3"x%6� j-`O'- - - -- -; \ �-----. \�.... � ..._._ `��_. i I2n ( I � � �� n� �/ ,DE %q��. ----}-" /1sV2 • f� � i• - -'- ' - --- - ' . . --' - . - �•-( i � 18�0° �I 1v�0' .._.. _._ .. _ ._ .. . . . .. -- � - - ' - - -- �-- - - . _ .. . .-- �_._ __'__' _' � TY'PE l� DIAFRAM r SECTIO N I � , ( I ', , � � E6e��ing --_,,.._� /O E�ua/ � �u L?�%° � L �! � 7 ; , : ;� �� ,; � O O O O p Sc�in A� .c�t 02nciCC:ti�/;� �� vend uF'.. �� ,. 5,.�`� � �r ,^ rt ��'___—�- � �,�. y ..�.r--- ' . ' �l "�-� -'� tl^. � enc. �. J�. f / ¢(�...� i. �i CO%IsTRt,ZG_�_otil PROC�0U2�= �1 �_` �1r� i � ��-�e:' �-� �}t�SErinoe.^ I QC�ber al( s��uc��ui-al s�ee/:s erecbad, �,! i 1� �.� � :?'a.%ar,s°o� 1 � 1 -� r �--.. an accui-abe me.�su: emen L sha// b� m,ave 1 � � e,C� Ghe e%�: c.c� �.hc cear.; � s a� e// --' . � Dis.� arr; ccnb�o/,ca.�:�'s. Sub.seyuen��9 ��in,y c? ""` � i /�I CG�?-�p� �orms� F/ocino`� �i:�isl;ii�g c� ccnc. eEe ' �� i d • �.ha/,/ be ove�ned cy bf;ese r,easur�eir,�er,Gs -�-.�`-,-�� -r�; i � 9 •Y --- UG , Cc�;cer , i abe,^ s.;ops s..a ;' ,,, �a.Eina in�o accounG' �he oe,P,�ecEions ' bs insba//�d on G�,c o.�� s:,ri �o��s �� /�' (' shown abovE. ,^e��scB;'ons shoHn in C�eeb, PI.A� in�e�secbion ,eo„�� H-ib.^ o!/ s/�G-• ccns�, �Symm abcuB � Er-�'o'ge. _jbs. A/' cocG�l- ^.. _. ,�/' bG /64�. �oaces� - DEAD LOAC DEFLEGTION_DIAGRAM _ ^ , DET�iIL OF COPPER W!�TE=R STGP 5� r �. �Cc, c. � 2ai/ii;g On/y ) , — -- ��_ __�/,_�!._—_t-- ,I_ �� , ' e \^ ,�, � GEr�;=RAi��OT`s 1 I 2:5�/G i ��\ � L,� I r .i �45:n:"7 ; iii:'G�4' il+u� :':.�i :. eC.^,:i'�e.7::ei � I � � i \ .�� I�.L.� % `2 ..�.... .=,��.a.�.r+.r, ��i0� �5.:_::t7�s."Cl^ �.�DaL'l�:�C�.c�'.lC.^.S. 1 ; �.{ ; I___ " . ^ a; � ��,��: -� , « � � ; "� `= �',^� %' �<'s � `��cC�-�,•l conc�ef e. � ��n'' i' � A.SA.NZ50 �?1 i G:r;��-,^�'ia.;s :'V/_�::�:u .`.0 r�i;;;,=�^ i S„ ✓ c i�g ezl Finish--.__y,c_' 1�.- ---•--�'K �.s ,. cs,.cer-c c�� .-;:;�c•. I -:siy ; i I y , L s�,^�eo L%,;� -ar'r,?orcina �bse/= � ---- r �1/9i,%oQ,=o:es Boc2,�s [O�CGOp.�;:� s;;r�c�✓,--�.' �.�<o'e i'e:n:ci-cin� , , I 2' I 2 , .c, /_'p� I1�2 � r-- � � ,��r:'��'vies bo�`,'.0,��2 r�?; "`,eel s:v/.� �.06 b� D�^.^:r'�ed. ��3ii ( i ! -`-� __ i � G'na ..%e^ .;i;' �r..:.�<<�u ccn^�:-s '� 4 , " % ui;i: � ' . - 5=.� ccl:..: ::ase .^o;:e:��- EXP.�ARING �Sf-' ..�,�.;__��:::a,;� �� ;.-,�:-e�e t��;- ov;��t ABUT. iOE sh;;:, c�s �:-,.- ,s� : e:- �t:�> o c.;;isv.�^;o-/.;6 BENT �f;,;cL�.,ess c�V:%3:�JG�!-or,�: '6^e�k back /,•i;� e_� E,�';s� ;'to �^/duo �� ;�,.-;:�q edge orconc. outter of Nofe: Al/anchorbo/Ps.Sha//te /"¢ x/=4"Cong. � �✓•'ce.^,��o /:^'dJ� .�c:-..... ;�t'::��,7 cC> .:, A// Shoes S�ia// be fabrit.�ted f�oi� st�ucfu�a/ ��^�d��"' sfee/, Anchor' 6o/f nv�s sh�// be �ighr�ene� . � /oaSened one f��n � �hrP,^�r bu�� --F,-�- ' \ �,e , — -�G� s �%— -- �� / n� � ' �T � SHEE7 2 OF 2 � , ---6•',2 ' �SUPERSiRUC7URE DETAILS A.S•�7.=25o.�ii�;sh MARINE GREEK BRIDGE � �-�, 9� uyl ,, ,,, ON CLIN70N AVENUE I %..(/1 �/O/GS %Q�D ,'G ' PROJ•:GT N0.094'2:,000-I01 �-3`� �.��f '� /=/',o��/'�l�s 6ob�om i;_s CITY Or FORT I'/ORTH TEXAS PUBl1C WOflKS OEPARTME�IT ENG�NEENIN6 UIVISION I� 5�� CARTEF. and BUft6ESS FNo�N[E/1: /OnT MONTH . � �„�._'_. � . $I30 (✓tN'�fn:vn �'� G%�-'✓�vir�__ FIX BEARING •SHOE ��` S/�si�- APP�0. � � OATE: INT. OENT • °E"°"�'� Fi�e sNee . ONAwN ll,l. . . �-- F�.�.°� Fd. x��. R- 151 .. 4 I�. P 25 �3�� ----- -- .. . .. .... _. . _ . ._..,- -- --�� --- -------- ..._----�----- ----- - � r2�3 c�,25o�. �,2��-,2�0'- . i C.�nL�o; ,�'oL�� c�- F�g. E,!�'� i /2!O�' - ( — -�r�i� � �i�n � _.. _. .. .. . . ----• -- - � --- � SE�in ers i 9 '-- � � i. � �i� A. � � . 5y.�r-i,�r,, sbouc : �"� � � �- .�o�d.�ay � , ( � � l3ar� J�1 06� � _..—t_� _-. _ 3 6a�s D� 3 6zrs .d n� \ 1 -- --- -- --•-�- ,-- ; ; � � . cxisj`ine �ent i � � �� ( � I �� 1 ' _"_'"._—'" ' � �- i — � �, � - -I � , _ .r_�. i O� �3 6ars 8 2 6a�.s L p �� - � ��ii � c,-�:., �� 3� ! t7�r-s K'�lB°'� � � �� A . . -- -- '� — i l�O�� !Qii � I ! • - � �ar.3 JC�'/2�� , U� ' I • �'Qrc �� , �� ,� I - .�o�a,�,�.-� su�.-acc� L�J'. l.':-�G/'Gv� 6cnd ; �� a��er' aLi sic%s � 3 P�a�-� H �A Pe� �c.. i i . /�83'.�n ' � /Jril/ � Grouf 3 . ;� N ha�s M lnfofi�. �Exi�t�n,p � Ca�s�.JG, g� � F ofin� e"�G�" t 29z" ,C%y i_ . ._ _ .._'_ � "' -_—' • 1 - - �� %�'Erooved edse --� � N.O'� � ; ~ c..�rs J � - . , �.�. —� � �n� —� -�i. \ "o iv•: ��: � , �/_/ 1 `� �� r `:: a � • �� (`d�� ' T ' —I�. '�'•. 'd �C�i _ � �__ ��_��_�� 1 /��i ll � Groz�� oa�s k� \�� ' 8-rs N � s�cTio�v c-c SGa!e :�4�= /�O° a�F � �F,-iC �h?�: _l ' � �._�.... i i I C v-enf g � ///�� j`'� . I � � � �i� C�er:��nn . �°I .\�_. �; .._ ,� : � �' �..__ __-�-�. i �. /`,�x; �C^ Anc.�;oi- 8ol�s �.. �_L__. ' ' S��-.,'no r�. � . � � �. ANCHOR �OLT LOCATIO(�l �r,;o��o, �:,;� �� ::,�. � j SCa�E 'i� i= �,� n. SNEET I OF I INTERlOR DEN7 DETAILS tv1ARl�r'[ GREEK 6RIDGE 0� C•LINTON AVENUE PR<�JEL7 Y0. 094'22.000-101 7KS PE�AflTI.!ENT ENGINEERIHG �IVISION CART�:R ond BURG£SS ENG�NE:HS IO4T NORTH ;;�?�:w.�'t ✓!' . +:•• �e,G �� OA7E: �'!�/8�6¢ s ftLE�� tiEE__�_ ,,, R-151 1 5 � ELEVATION� SCale 3/4 ��_ l-'o'' •s G 5`-6� 3° 83�sG-� 5 E u�S a.=5�0° 3R mI I � "'� SECT �G P�a�s A � � 6ai-s P� E > F � s r .�i� n �ov. M BILL a� R.`I��1�ORCING STL, _a-: ' .�," T'; =o �ca �_�....� :.,46:l:toi�.�i. .4 E � r9_!S?�ar;^ r3' O�' • c^�= E � _._._v -:y --u �2�-Or. c4� _G ; E'�_-' "4 c T_ft! O' /<¢ �--i-- i _rF _..,, _ ,� �n : � " _ _ _' - '�+ "rc, Y . 3 �` y; .�^ �,� ; .. � =` � �✓ �� %� �J' /!'� 3: = ,- . , _.; , ._„ .�,:,,.;-� - - -_ - � : = �, , _/2 i =4_ , _�_ �______-��.��._,�� i �;,;d;�y�� ;�:�a,,c .��.�. SECTION B-B(3 MEC= C�.) Sca/e /°- /!Od A= /2 �D'� E = �a!5" � �_ ��.i ,I O '9 ll') BA.RS__ A,E � K Q ��: � G- /'�d I I F-//�� I � � ��'.y 0 \N � a' � � V% �\ I � . \� N''+ � � � 4 BAR S C� F� C3AR5 N �'G''dvy._ /-`/O ° � �- --- - � //" ' �%� � �� . _� � �F 5�,� BARS J �'-�, ; - r . I,� �r . i � ' L �ir.r'�s o � G�nc% U`2 � �, r ��> E,rcay. �or psym�^b . v'. .°. ��- �Ben��C%i-a. � ' . � Sa�s G �i�:�� =`C "=.'�i �-'��-- �- -' Ba�s L � ST►i�,,aTED GUANTITIE� -------------- _ .��. _ „�.-e�e S %/. Z � -_'--_. � �� GENERA� r��OTES=. � . %i65/Q.'' L�or l-/i7' 4't„'' 1 >�j!^,� , acca�dance fvi��; �1.,9.:�J:�.O. S;�nd.;�d l:zC.'�iC.��G�i.^�� .-�'i% COr)G/-gGg e"i�� OB S�rUG�u^�� co,�c,��f e� rha.:�r'�: - �, s,�;: o,�ed cor»e.^s ;;: ��. ;; ass o.`.hE.-=:': re na� �o'. jJr:ti;ensior,s rei:..;ii;u �o.^ei%;t�c�ci;v t`�er d�e ba cen.'.e�-a cA L+s�-s, c.�ssivn s.7; ea� Go� -eL�L? . .:. ;; .,�ee! Nyua/�'20000 e.� �; S`.^vc�:.� <:i �:-.<c.;� , �.��rorc:i�o sEa�l s,�i/,' nob 6e ee�r..�i�6ec'. � C�/cu/_afed �cc=i�? �res�ure = ^c T:n� :lE . {, - i ��.� . %co,-':n9� � be; 'cu�ed ta neat /�nes. See Sh-uc��r�/ ��c.^�t /Ji2.,r-am Fvr /imits � ;;truc;u; 2/ eicai J// new �oor�n�c: io.- �nte�io�- t�n,'s sh2/1 e.�ter,d a mi�. �r" /2' into /irne�;ane. %%)�! .CO/7f�'"2Ctor 3ha/; vArify fhe h�ic.h; of 2// ,�en'' co%.: ^^; : 3 be{ore rabr.%._o?�ny^ rs: r.f �; �e/. �/tm. of �nan. _ excay. cr- ex��f. �r; no.' ��y.�,�,a. �� ;— � ; P�e� �,S„ --- — �� . __c. 9 ...... � ..: I 2oc� ��. ._�.._... � � . . � ..]•_�__l_ _ � � .... � � STRU�TUFi�L_EXC�A1�1_ON S°° SLCTION. A-A _DIAGRAM App s'cale /" /'o° �.�. o.=.au , /l-�O SGe I�`J � _ cH[L Bars � 6ars G ��s �. g a�s C _�� 9�2,� �ii � '3P�� J2 , t 0�o: -� P�ars F' C�12�� 1 �� ' j -YO La�s E i 2r0%yn • /�B'�4� ---. �_. O �� NI � � - . i_. .� � �� I j � �I`J. � � � �� :��;� � . �, N �( N ��t.�' � N `9: �� .5a�s Dl � � �; �o �''. `'` `�j �! �y: � � O� n�r�)'(�i� I ' N�N�;oi t i � p b�rs 0� I aW�n m �� v7i .(S � --- , a � - _ �, 6ara A/ 8ai`s Az a�� . _ , ; ;• �' � .2oad'/ay! i I� � I 1 n: i� N; N� b �e�k �[. 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' I ' � � �� . • i. � SEringe�---' ---__:�-- P»r5 LJZ � --gor.� L�i ,l � � � � ✓.".;'S �l.a . o' ? / ! �'. �-' Or'i%� r� Gro:�{ ��" o.°' ' •°� y� ga sASK Face oC� bacewa// �p _�/" /��x / 4 Ancr�or BOI�.S 1 Bar-s i � G �.—/'ars Lr --�—�- R�rs F-?c� iz" bars PENi � N3 — � -- — — � � beri;�no C � - I SECT�O��) E-E SECTION D-D ��"!r"� �UOTE% 8ars in h�c�d,heast yU/,�:c3 � Nor��;;vest%ii;g so.%�e �.s - 8ars in So��/��ast 6!/l�i� ��ce,ob �o�- Gar' �•�5' �.s �•hoev� T�r P;�taL ALI. Co2UER5 ANCHO'R BOLT LOCATION and fa� Wing�a// Stee/ shouv� in Vievi G-G r Sec. L-L. • TYPIGAL ALL STRING�25 � ' -�-- -'7 6e�,s Fi " ` I � �2rs �iI i (; II� . ' -'—� ' P��ea� Gine J � � :—i--- � , . 6ars 6 i — -- %--" /f. �i� �t� w �._ .,' � ' �. ; r _� �--r6ars J S=CTION _H-H SNEE7 I OF 3 ABUT;�ENT BENT DETAI�S tii�fti�;�: CREEK BRIDGE ON ^LINTON AVErlUE P.iOJECT. ND. 094"2?.W.fJ•101 CITY OF FORT WORTH TEXAS PVOL.:C YIORY.S CEP4RTkElf7 EYG�NEENING OIVISION . Cl�R"@R and BURGESS ENO�K_$q5 �OR1 WON7N SUB. �'F? _ /fl[G) � ' APP 0.�'JCG'C1�.:.�ATf: `�L.L "L J— oqn„eE�N0.5. FI E NEE - N.l. onif[iFnw�HN. R-�5� ' 6 i . I I � I �I �. .. . t . , iz'6'' _ ._,.,� io-'z" , �(�1°, 7•'2FFa.��o,;c Curve 4!3° --� 1�iars Z� 9Spa.G�/2"- 'O° 3�� . `�' osrs Y// So a G/2 °� //-�O � i �. 3° J I I ' `r ` � -f . � 4�' �r�,a -., n �2�s W� /Fie�d 62�� '� I � 1 _'+ e' I L ,� T�—_ .��— �--- < � i �' I i . 1"'. Con�a�m.s �o z��F..,�. 5ee .P�i!l,�q.5;^eeb 3%2 `c11__( �� e��s i�/3.J �� \ Qdvry,Gr'2ds '�Ma�er;al �o�Finehor�o;'�` �� ' Lar� � � 2.�erT Y ��;:� I ln l�or-mab�on, Y �� . r q) �--� �. — - --t'--�--t ^� �N�— ,%�' I ' �,1 ia"C,Ser.�fe� St�ip �—" � ga!-sX � _' � . v� i `'� i-' i. 6ai-s � Supe�stiucture � (_ I If �� i� I ' �- •- � ?�y'�Chamfer St'rip-�� .�c�{? t . � 4 i � Os�D/�l2"�h!S.) I. I I �;; "P;.�r,;;�s. Cons...J�. 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"¢ _'i '-i,¢�8 I �� noEeo. r, • F . •"r ; 74'-29`-7 G i m e n s i o n s r� e/a� i n o 6 c r,: rin:� i- ci^g �� e�� .crs i},/;_L_�Z�-�' �`g---?-Zf' rI ZG� 0� t,o c�nbe�, c0 b��a, l�esi�n >�rzss ��ar rsir:l�rcr�;9 i°'P�_ 7G._ �w¢__�._/Zn-f-�-;-�i�,- Gfee;= 20,OG0 o.sl. Su� �.�ade�, e,^+? <</. no� . m,isGch"T_T g %�� ., �> —r--. � - �- - - - --'--- .�4,_O Galc��leG^d ia.--. P ess��d = l,^� �..:.'�v.c-�"� `o �r' _i' - 2as :�'i,-:� �' .�oG;; i��ar,:f; ;;;%�:�1::, i,EG r'%g�„^�. ---- ---- - ----- Sou�.'',ives.: :!;i:,c]. - .. ; .. ---- -- .''-ocGin.-u�s .,;o be �our'ed �c nea.; /;i;es. - ! _� ' ' -'- / , �.SC J`�.:'/`UGG. C.\'CoVr ci, �:ti^o/�7 :!!J!' iJ':: •..? , t__"''_.. .. . ._ .._.._._._. o%� .^.�.r-ucc, e-,i�Gava�ion. � i OTf!L Ll3S, �_.__ ---.----- ' ��HEFT 3 OF 3 ' � ABUTP.iENT BENT OETAtI SPECIAL NOTES: ��aRir+�= CREEK. BRIOC Oh! :,LINTON AVENUE PP.OJE:i N0. C_4•22.0:'0-101 /. A// neav footings sha// extend s rninimu;n CITY OF FOP,T 1YORTH . TE} � of r iOChe5 %/1fo /imestOne. . Pveuc woqr.s �;vanne6�+r ENG�HEERIHI 7.. The Contractor shc// verlfy fhe �ieighl of cnH'iEit .ond t3uRCE5S a// ival/.^, he{ore f�bricating reinf, steel. `"""' `°� , '°"T "'o"'" SUo %��i R`i:..;MO�y�.. REC.��% "l APP�0. �/�� CATE: S /B � R' 8 BARS Y .. _._. . _ - _ _...... ._... _ .... . ......... . . ... ........ . :,,. „ ,... .. , . - - - _ - - .:.,•.7�.-.�. ;:�-:.,:�.�:: ,�. . . _... . � . . . . ,.. .....��....... ,....___.. ..,., �-.�:,,_ - - _ .._ . .. .,.. �_ n�.. . _ _... , . . ., _. .. . . _ _$.,,� - z, . . , . . _ . �.. �.. ...... .� .... ... .. . .. ... ... , . .. _ . � _ ..,... _ - _ _ - „ .. . ... ... . . . . _ ,. . .. . . .._,, -. :.. : .., � , , =s� , - ...... ., .. . ..... ... _ ,..,... . . . _.. _. .. .. . .. . . .. . - . . . -,. : ......: ...... .. . . ,,: - . - . .. ,. _ . r. . . . . . �"�'- • - . . .. . . . . �. . . .. - .. . . ,.. .. . . .. . . . . . �..�.,,:_. .: . ' . . .. . . .. . .... _. . ., i. . ,. - -- ._.. . ,. _ ... ..... .... .. .. . � . . . . . .. .. - - ' - . . :... , ... . . . � . . . . ' � : ' . :�.' ,,...., , . . � � . .. •:. : .. �:.,. .,. ..... . .,: , . . . . . , � � . . . � . . , , _ , _ , . . . ,... ,.;. . . : :. . �'_:_--�--"':-`--" . � : ' ' � . , . . ' . . ,�.r-. '' , . ' . . . . : > .. . . . . � . . . . . ., � . jn�`,� . . . . . . . . . . . . . . . • . . � _. . . .. .. • � � . . . • ' . � . ,- . .. � j;�� ; . : . : . . . . . . . . . .. . . ,_�) ;, r, .. . . . . " . ' . . . . . � � ..� . . � . : � , . � . . . . �. . . , � � � . � � . . �. .� � � . . . . : .., . . , . . . . . . .. . . . . . ., � . � . . . ; � . ' ' ..Y , • � ' :r � � . . .• . . . . . ' ' �. ' . ' .� .. �r. . . .: � .'(�`,�,..'• _ .� . ' . � . �.l � � � � . . � � � � . i - KA�NSAS- T�� :R�A�ILRC�AD� : .� . � .,::..-�. . � � : � � : . . AT M iS�OI� R . . . . �.� . . - � �. ..: . ...,. . _ .. . .. _,. . . . . . . . . . ., � � ��e� � � . .� �:� . .._. .:.- � . .� � . �� . . . � : . . . . � � -. . . - � �:c� . . . . . . . : . . .- � . �a o o . �. . . . . . . . , . . � � � � . . . � �a�a �� . � . �. : . � . . .. : : . ; � : . . : .. . - _ � � �� : -..� � ��o� . °� :. �.. - .. . �., � .:� � �.. �-� : ._ ��: -� :, .. -� . � � . ... � � . . ..�..�....�. . . , � LOCATIO � � . � . . ' ' - . ' ' OF PfiOJEGT . ' ,. � • • . . . • • . . . . . . . . . _ , � o zoo : ioo wo� .. , . ' .. . � . ' WFtT WOATU . . , ' . �. ' • .� . wnye x.0 . . . . . .. • ' , " . .i:'. , ,+ , � . . � iEll£flM. OEPoi ' . ' _ � ' . � . . � , . . � � � � : . � � PUBLIC WOF�K:� � :D�P�RT"M�NT' � .� . � � . � : . _. � . . : . � DR.: F �.��(Jack) GAf�RiS�N , . . � � MAY4R .PROJECT N0.84-83-38 ' ' .� rnn�'Faer.T c' � � ` C. M. ` I�I�ELiN _� .� . � � � D I. F��::CT4R: . . . FEBRUAl�Y 1957 � . :. �-:J..�. DAV1:S�� .�_ . . : � � � �"�;T;�::�:::.:�_.: ��A�;��'�R= � � � . . - �. . . � :,�ILE.; .R�;fl2,,'� .:� � � _ :; . �.. . : � . . . . �:�:. , , ; , SUMtiIARY OF. QUAN7'!TI ES . �� . —�" ."' l T L M � f/N GLUANT/T Y � � 4a PLA/J F/NAL � '_' 96 ' • � 9e . UNCL. S7RUCfURAL EXCAVAT/ON C:Y. ` 147. "� � 24 DRlLLBD SNAFTS L.F !Qfi 02 30 DR/LLED .SHAFT3 L.F. 43� � ~ � 36 OR1I.LFD'. SHAPTS ' G.F .192 � "'- 06 ' —ae 9ELL � l°rOOTlNGS C Y. 12.J9 '-'�� • � STRUCTfJRi4L CONCRETE GY. ' 9/9.OG ' -" �2 CONCRETE R/PRAP' C.Y. O9.a' � �a RE/NFORCENG STEEL L6s /62,Od2 """. /6 • �g STRl1CTURAL . BTEEG . Lba. SZ67B2 • � o - - �. o : � �, x . ^. p � � � X at . . � at � � " . � �� ' ^ r i � v � �. � � �'��-�`--- . � � � N- : . . 5�op . - • ' � Toe oi Slope - � . � ' • 1 , or� � . . � � . . �a . 5 . � . . . � , � . ,�o . . � 98 S ' £ ' tr�� SG.� � . ' . % ' . . r�o . 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BTEEL iNG.UdM4.DOVEL6 -BHALI bE INClUOED T 3 5 � 12� ' 15=9� ' R9� • �� . PLAN � � . . • �w UNIT PFICE B!0 i0A APVXOACM WALII. � U ' 3 ' 3 ' 12�- "13�-2�• �.4L:. . ' ' , SCALE��i'•I'-O` ' . . ' , . ' : . . � . • ' .. V�-s 9' f 12"� ' Varie� • ' 61- •- . . � .. . • � ' Vu I 4 • SM. 14�-0" " 9• . , ' . . . �siraN�EH . . � V�� I 4 Shn. 12-3 • 8' : .' • Wra ' 9 4 12' Vo.ta. .. . B3 ' � . • . . . ' � � ' � . � � � • ' . ' . . . ' Ww I 4 � Shn': 14�_ 6� ... 10. -= = • 2` 1. 0, GALV. PIPE _��g - .. . . ' ' , . �/2' 1.0. 9ALV. PIPE � ' . � ' , \ ' . t e1G - " . : . Wu I� .4• Shn ..l2�-8� .8' , \ i . : , • ' • BAfi E ' 3' � . � � T . � . � TOTAL. .. � . 6 7T4 : . BAR H $AA G , � . . . � oErwres snu�s�rr e�a.' ., .'. : - , .. . � � . . 1 "- � � � � .I �� . I I � : , ' : . ' , �. • OtiE 20 DUI� LAP LLIOWED • . . • ANCHOR BOL7 S�T"f'ING • • �. .�.J_. � PLAN � • .. .. • . ' " •9 0 - �.�dCf+��31��_ :_�' .. , , Q _ ' . � ' • SCALE I�fi • �-O� .. . • . . . 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H n + r=io• aTr L■ z a 40=0" es BAR E' 8t F �" + � � �o=o" ,2 K� 16 4 ' 2=0' 20 � � L b0 4 �" 4'-2' Y• • TOTA4� � 4,646 � r oEtWTEs SIN,I�BHY Blrt � i'v ti+ -� . r . •' e • � IIOTE+ BJIL OF NEINf-0fltWC' STEEL 60E3 NOT UICLUDE z ` fALUMN REINFOpCNl6 STEEL,WMICN 19 ESTIWTED TD BE 3678 IBS. THIS AMOUNT IS WLlUOEU IN BAR H THf 9UMLANY OF OUANflTlE9. £s £ BENT- �O i � I i�-i~� ' ! �:• . � � . �� ' .. 2 BAR J 3BqA 8; - 4 8AR C • 3 9Af2 2 BAR . � q N0.1 . riWCAI COLUYN� � REWFOACWG SiEE4 � . . . �'a{" 1T�. ql. . . . A . ' . � � � 7 •i - . . . . �� ELEVA710N . pENT �NO. 2 � 5�.,�.�'.•=i-o� . . � . - ,uvuiw. w+au+o uwe . ' � �� L Ca�NCftE7E � � . . . . G Ip. b PLiWI 6%FA y COH9Y� JOWT . _ . YYPfC�11..OR1111:0 i'%TCN ' Ofl14lED SHAFT - � H£WWRCiNB'JTEFl • ' ' . p ' 8fl.1 PoOTIMY —�TI ,� �. n'� + ��_TAL � 4 '278. . I�..__i—i—_` . ■ DENOTE! BTRAlGiT�.EAq ' � .� . HO�E� 81LL OF HEYiFONCl118 SIEEi:'OOEB NOT . • .. • WCLUPE COLUh(N� FEWFi7i1CfK 6TEEL� IYNIdi 16 ' • f3TIMATEO TO 6E 1YSfl L03,'�THI9 AMOUN7`�18 '' ' I'!:��-� , WpJ10ED,W THE St�dMY Of'pUAMTIT1Eb. �K��.. -�*�''j � ' . ' .. ' .' �2. 1 i w+� I �~__�=_��. . . . . • . . t•--=-=—�.i BAR 6 BAR N� L� . : � ' 1�!" E � . _ ' ', ' , . _ i —6 f , . . BAR E &' F . :: . . .. � .:��`,: . ;. .. � _ `FELI�X.:'SFREEI�"QV��RPAS$� � . ' � �, � . 6EtVT& :NO. 1:•�.,2,:.; :._. � � CITY�OF FORf'�WORTH, TEXAS . ' � . . . PUBLlC YfORI(S 0 • � ti . ,1 _ � _ Y� _� _� • ' � b � -. � . . ' • sua:w...Lda�-�.-.:, yG aee. . OE�MYA{E;��! ��/) 'LII V{E�• . . . - � APPD.� ..�— �i�1�<E.�S..�- D�rF1�_�� s" BAR H . . �J-`��` ' . � . ' ' acsw+�co. ' Ka�. •FILE" BNEET ' . . . . � .. ' : oti.vM • . . ..�,��,. . .. . ' n4ao 'Ka�. .�E��'-�112 �'�4:of�.l3`. � �„� . �...: � � . � Q STRINGER �� . �t ' � �f BENT N0. 2 �_�I I . ANCHOR BOLT SETTING . PLAN � REIMFQRCIN6 'S P L A N eFe secnai e-e � � �.�.� i � r5 BAR E • r.4 BAR R r 3 BAR K ��-5 EAR D r.4BAR � �BAR L . . . P�.arr • • ' � . • � . " SECTION A�A • sCtt.Eyl�"�f-0'. � � 3 P�AN • � , . . . � BAR 48AR•G 3BARE • P '-�_ �"p� B5• wSt� ,_ . .. .� �� .� � ' . 4 z BARH - . . . . . . . . _.. . .. _� . . 2 BAfl 8 BAR C � �� ' 2 8AR I 48AR 8 3 BAR A--� � e t+0. U Tr�cn� cauw+ . �r+�cwc sr�� . A - uo. ep�.��sawa. ' • ,� '^� , .. � � y t' . . �, NA7URAL GAOUNO LIN£ ' . c � 5rrwcMtnt, co�x.�e � � � E�EVATION . J61NT IYPIC1tL DPotlID � / �N0�.3P1Ak1 SPYtAI• aewFORa�'m�LX : ��'T�+ � �T BENTS N0. 3-4-5 , / � 'B NO.II� SGLE i11'.1=C 6Ett . � � . �. � ,�,—_�.� ' owo V � �.�r ' i�-d saft e � ea� � s� G s�� `� F r io� i8 1 6' ' � ' BAR C • ;� mmBAR N &J r ..r� _ ` Y' . 0 6 .� i i :i .i , i .1 � • BAR Hfio � t-�7 � � I. 0.� �STA. Nt573O NQ6 E STA t5+22.6p J . � oenares sn+aicHr eap NOTE BILL OF REINFOftCUlG- STEEL DOES . ND7 INCIUDE CO�UMN _ � REINFOACHiG STEEL, WHIQI IS ESTIMATED 70 F1E 5461 l8. . FO(i 9ENT,3� 35D0 l8. FOR BENT 4'� AND 3591� lH. PoR BENT N0.5. TNESE t�011NTS �P£ WCWOED IN SUI/MARY OF qUAN71T1E8. � . i. S a d-514 :ac+i Etro � vws eaa� on _6��. � 'r d-e�' IPE St-EE'HE �. r-r /UEp WE16ift s 198 18:. EXPANSION BEARING . 9CALE 11li •1=0� � i�SY 1 � f�■r'o'v,mi �x� tNlT a 4PCur wtsF�t . F DETAIL OF' . ANCHOR BOLTS /\ . , `,o° ' ',y�_ w eO' - as riF 3G �+r' . �.SPtJCE -+{' . bp • I ' ' t� .�Qi`i ' I F_I.EVaiION - °''i` . a � • . '� 4�'i BEV0. F�Lpi ENO ' NA%. � E I ON 24� � u� i., .. . �/ECOTfER PNiN]i END Y ' � �� . 2cS Y.fRo'-a�/s - . ,e. t'afad-71S S;' ' ' � . Fl a'x�'zt�s' . � ,� � sro�. viEw � Ea� viEw � . . � _- ��T�.��•�o�� . PREAARATION FOR WELb AROUNO .. � • ' . f FILLET OF BEpM ee,u+u�c � - i _ DETAILS ' �F' ]B�AM SPLICES . �, �'IXEO BEARING . � � 9CALE' lVf � f-G'`. . . . . .. IONGf1U(I11AL SECYION SIEEI' 6 OF R! SI�IS . , : SEE � c:G.'STRItiGER � � _F'OR LENGTH,S¢£,8 LDCJITION OF [WER PLATES ' • � /€ BEHT N0.4a5 . _ E STAlMGEH B i. COVER _PlA7E • . ( . ..�.— 7. ' LENGTN Of PIATE . . , f . � r�our+o e r I' . . BENT N0. 3 ' BEN7 N0. 4& 5 " � • . APUCHOR 80LTS SETTING PLAN , . . ' � . � FELIX STREET OVERPASS� � � BENTS �NO. 3-�i-.5 8 DETAI�S.• � cmr oF Fo�r woR�,r�x�s� � ' � '� � IC WORKS OEP'C • EN61N HW6' 1V. � SUB. ;�— ��'��REC.�� oesiex.oww re i , . . . APP0. � ��[�� DATE't'"'"'._ f �61-°i2. N . � oFeGxtv ' r.v.A � FILE" � St1EE`,f ' '. . Of1IW Y.KA-NQ�. . "� . • ".`�` . R-112 5 of 13 . ;�::;;: � a�ecau � r.�.e.. ' , . 'SEC710N A-A • I � SCALE'�W'•�• ' Section I b. I or 2 39'-9 l�' ; 4N 36 11F 160 X 48'-8� 3N 36MF 160Y49=3' � QN 36 YF 160 X�49'-IO" 1• 361K)60x5d-4� 25 . 36 � 160x gi'-0�. 35 3654'' I60x51�-T� f. Abufinenf_._.,_i �. Bearin9 � ' Expunsion a � 4N 3N 2N I 2S 3S 4S � �m� • ,.a a ie. xay ger. No. I joint n joint • � �oyw4.c vn . � . ' . . � , . Section 2 Section 3. ' Secll�uri 4 Seetion 3 Seefion 6 S�ction 7 • �� Y � Y 1� � � � � P . 15'=0� � i4N 36 YF 160Y 31=�) 16�-3� 4N 364f ISO x 41'-6� � 4N as vF �sox a�'-io" � � 15'•7' (3N 36Yf I60x32=2�) Id-T" 3N 36VF 160% 4� 6' 3N 36 VF �60x 48'-S,' . ' • 16=2� (2N' 36 YF I60X3�-1�) . 16'-II' ' 2N 36YF I60Y 4'S'-6�' •' 2N �36 NF 160x 49''O" ' ' . ' • . IB'-9" (I ' 36 NG' 160x 3�-d') IY-3" . I 361iF 160 x 4Y-6�. . , � � I 36 vF 160 Y 48'-7.• � IY-$ (25 36YF 182x3�1(�1 17�-T* 2S 36YF160x 4�.g• . . 2S 36 NF 160X 5p'-2" . 17� 11' (3 5 36 VF 182 X 3�-10") 17'- Il' . • 3 S . 3611F 160 x bi- 6� ' 3 8 38 YF 160 % 50�- 9 � � See ConsL 'pint dafaila �heet no. IO ' � � .. ,.i: ;'a. :4. . .r�_ r.p.' :6-Y '/::' _:(`. .}•�:+.: :ii::• . . • SI:. ' �l• '_ ' SpI' . .. I S " I SPI' ' • . : I ( � • . I i 4N 5'-0' S'-0° 4N ' . • "' ' . •x x, � �q,_' ^ I . . . . E•eeuriny�£ 8ent No.3. '- " 3N 7-0 �0, • E BEtti Na 2 .- li"x V2'x R'-0 � � 3N 10"R Vi% 23�_3, ' . �k�d . Ezpansion . . � w. �,p _4 . . 2' � 8,_�x' �9- R.. I' 2fi-0" 2N � x ��_��_�,�__-- . .. : 3'-6" i ` 9'-Q� 8= ` • � . , . . P �x x - . IQ x 't�is x 30-C/' . - � • . ' . � ' 2S�6�4 6 �- 2S � . . ■ . � . � . I'1 x k' 12=4 10 x 9Se x 33'- 4 ' ' . . ' 3=10" 3S 6-8 7^ 3S 25'-4' . � ' i•x 'x i-" 3S idx,n�'X as'_e" �. DEAD LOAD- DFFLECTION OIAGRAM—COtVCRET� ON..Y '- ` �4�X -0% , 6'-0" . 4 -0' 4S � .x �.x _ � EXTERIOR SPAN • ' • tNTERfOR SPAN ' ,�• � .: •� STRINGER 0.2 0.4 0.6 O.B 0.1 0.3 0.5 ' ' •( Aii ��y,�� m�}rj�� pyp�r 4H o.oao' o:ona' 0.036' o.n�s' o.00a' o.oe�' o.oas ��LIX .' STREET OVER'p'AS'S •� .' I . I�„°,�,� � g}by� 3N' 0.018 o.o2e' o.oz2' 0.009' o_ooa' o;oie' o.ozs' 21.5' CON'tINUOUS I QEAA+4�.::UNI7' .`�. 3s o.ozo o.oze' o.o2a' o.00e' o.00s' 0_029' o.osi' � CfTY':OF FORT' 'WORTH, TEXAS • 4S .. 0.038' 0,049� 0.038� 0.013� 0.012� 0.06d: 0:074' E Be� Na I � • f Ixed . . . . , . . • � , � SUB:�� RE0. � �• �' '� CWlIITRUQTION MOCEWAE� �FTEH ALL SiRUCTUHAL �TEEL IS EIiEGTEO, IW • . xt+a. tKw Ki.auvern . � �, . ACCURATf MEA9UPEMENT OF TDP Of 9TRtN6ERS � '�' . � _ TYPIC•AC .."LONGITUDINAL SECTION ELEVATIDHS'A7 ALL CONfROL G011R5 BHALL !E' � ��" cr ' �TE� '�.' . ' . • . � ' . ' MADE. SV9SEWENi', SETTING OF FOfiMS.�PIACINB, ` pE�yh�p..' ..�,K.�; � FI�E� 6HEEi� � � • . � � � AlID FNIISHING��UF COHCNETE �SHALL BE 60YERNED' ' y � . . . . ' . � 8Y TNESE MEASUf1EMETiTB ONLY� TAKINB INTO' � uaraM ' . . .Yw.._ ' , ' � ' .. j,'y.. � �ccour rt+e oe•v w,�n oe�cna+s. sNowx. ' *x'�o!:• °_ , , . K �• �•' R-112, `� � .6.of" 13��: :-:;�< . . � . . c�eafm :� •� ...: pEAM • END DE7All. SCALE I� ! 1' � � ' Ber# No, 3 Sta 14+05.00 34'- N - z P _ . � M � •t N . � � I -m N � N O I -' N e 'o � � _ M 6, " `o � ,; E .. ' a . - y _ m � N . � �:. eent Nn 3--- � Bent No. 4 ' f Sta 14+57.50 � �n�, �� a 3'� PLAN SCALE 44'� t-0" -rvo�r'n� i n�lr_I711nINAI sFrrinN Bent Na 5 • �.Sta 15+22.50 _2�35tliFf'1:2_�.— , „ ..,�� ,.., .. ...,. � v�•. r-o� NOTE� qAFRAY3 TO �. �«�+��Eo,oM n „ E East A � , . �. Sto. 15+ -e �4' �___�' ��',w��r J Naterial 17Y0.1 .:, . i •'. : -•.; ..•, ;. ,.;., ' nJ� . ; - : ,,' ; 6 r Q. . � �e �� ' , . N'w. �� ;:e.�j'a� ..s'. . . .,.,. o . . . .... . . ...:: � , 170 FOOT UNIT . Fa' 102 4 -- ��-O z�zoo . a•4, SLAB-STRIN�ER QETAII. Ep� ioz a. ' 32�-3• 2 iet .- Scal�tl.l�'tf=r4� p�� t02 4 33�-6' 2 283 " ' " Fa'� •102 4 ' 35'-4` E407 T�pe A ' G�" 6 5 � 34=8' 217 - Type 8' OIa1�wM Gst 6 S � 33�- 6' 2I0 Type C - Tyya D . Gw" 6. 5- �' 32�- 3" 202 - �� ' ' Gu' 6 5 � 33�- 6� 2 I 0 ' r�wonA Joint Gm' .'6 5 ' 36'-4' 221 ' N" 273 4 I'S' 4�-4 790 ,- - ---�CRoadWay, Bridge 8 Stringer No. { r i7i 3' �i2 2'-u' iae �, . . J� y 3 Sde IT.�'-4� .262 . -Con�trucfla4 Joint� � TOTAI � A3, s SS . � � � . � � . w oENOTEs 37fU�6MT 81tA .. . . .• OENOTES CONSC JOINT DOWELS IN � . BRIOGE SLA9 AND WALK 4-�2' LAP , . . ALIAWED N lFlX'TH OF BAR J.' . I 1 or A 1 tr� -- el '.-- All comtru:fim jdnN:ln ' . . .. � shb fo be fviished rith W° A f6ai.Copper 51rip. . . �I R edginq fool ad filkd: ath. ' .. �� d�. . 4� . jdnt sed'�n9 conwUlfd. � . � � N: -i --__ ContrlfQ. � . . 30 Ba/.B 29 ae.o 14�• 3�- i0� . r r 11� . ' ' .� c¢ Cai�Pd �^9 . . �; 6N° 20 � � � ��$ar 0 0 4 Bor Oi 61 SoQp.,a,] •� ,,,,-3� µK . • ' 298arH 28Spoc.vl5•- 35-r' 'F �� _'.,.� - ' . � ' � , . • �• ��'��'°t"'�" �� CONSTRUC7tON JOiNT- DETAIL SECTION A-A ��: . �=e" _____�..—_ s�A� ��=r , s�.�.e' �=r . - . . . EXTERIOR �STFINGERS GD � m � O 'P N h = O �f . . • `ti h • . O — N N � O O O O 'F N N 0 o b o 0 0 0 0 0 0 0 0 o a 0 0 0 0 o d o d o 0 o c o 0 0,` INTERlOR STRINGERS , `° _ ° `° n �^ o • o o ' o o ' o " �= • u' , o 'o 0 0 0� o 0 0 0 0 0 0 0 o a d d d d o d o o d ci d d� o d� . [� .��' - rt� O�Ufti .` , . I.tcL, e — - — .m =s'= '-s. ' DEAD LOAD DEFLECTION DIAGFiAM --.CONCRETE' ONI.Y • �� I �_� ��-� � co+�sTra,cnoa er+oceo�a� . 4fTER ALL S'TRUC�UflAI STEEL IS ERECfF.D� pN f + �y''��p�� 40�'(r ; _) . ACCIRnTE IEASUREMENT'OF TOP OF S'TRIHBER . . I wi tn EIEVAT10N5 Al' ALL CONTROL PoIMf3 SNAI(. DE ' r ss BAR j� � BAR C, � . NApE. SUBSEVUENT SETTIH9 OF FOflMS�•PlApHO '�: . N70 FlNIBNINC Of CONCNET6 SNALL BE BOVfRNEp '. . • . BY TF{ESE MEASt1REYF1iT8 ON�Y� TAKIHB INTO �� ACCWiff TFiE DEkD 10A0. DEFIEGPIONS 'SNOWl4 � ' . ' . f �ym �obouf 4 � " . . ' � "- . �R � . �4� _n" �o . � �' \,'� � � . FELIX �S'TREE7 . QYERPASS �� 170'' CONTINUt'?US I 8E1�M UN7 . BAR D B�. D� B AR I � ' CITY OF FORT WORTH, l'EXAS � . ' Pt16L1G WORNS OEPt ' ENGWEEPING qY.•. ' SUB.'�`��R£C.� � . Gar1lCAniVued " �P0.� •i..� OATE1�itl/�([.�� . . . 'WYE On ' ' ' / '�Z . cuRa oETai� � � � �� .r.�. FIIE � . sUu.E �� r-o� � .' DifAKO KC.�. R— I12 �' 10 of 13. . � WEticEO V.AS L18F(T S1 N ,. � . � Jk' ' -- �r , , . . w c.ano FlusH . ' Eb6R lA60QIH AF'1EI1 WEl.DN6 ' � 2�/+�x�434�aii6��R—TOP RAILS , , . . � � a 2'�/i' a�/t' L-lVNE7i RAL9 � � '`� ' � � ' • •DETAIL. AT RAlL END � HOTCf1 RAi TO flT POST -. � C�jl11AFEit STItX" • 1Y1'TN �'ii4 SiR�P IIT ' . . . . HASE M.{TES _ ' • ' ' . • ' ' �' . � . . ' � . . .. � 4• :{I: ':..•'�':��'.: � . , L . —IJ3' e.' ..,:..;... _: ..::.: . 2-fiO.A[IB�' Ue R:ORI �.BE�D . . • . . , ��.' . . � . �. SEC710N : : . see,F r.f:o• . . � LIMIT fOR • 'PAYMENT. • • ' ' � , �i. , � . � . . � . . ' . ' .X , . • • ' . �� fi P.BUL ' I . ' �� .. b�a2�k�[A%O' ' . � � . . . ' ' . , , . � . �2Vi:2VC��h'O - z�h:2V�.y: a , II- ..___I.y_ . ' . — . . eErrt roap � � � � LAYOUT � � � ` � sca� r�zo'cr . .'�` �' . . a�ca. • . �� . . . . 6uRFR � . .l � , • • � ' 4 O . � � . . ' .. ' ,PCAN . MSE ElD,lf�! ' � ' • ��' aA8'h'•- ' • SCk1PPER HOLES � . . �/,i n. . . : LOCA7fON.. E STATION �� .��y, � • � '� , ' N. CURB %l2 t00 4 s. ame • ii + ea + . ' iR4'i44'O . - " , ' K WA8 ' 13 + 99 3 � , . � � �S� �WRB' 14 4 O E ' 3 ' �N.�CURB • ID t, 6".' S � 5ECTION B—B . • • , . � cuRa i s ."7 i a . L��i�a�.��tORK SiNfP! CEMEN7E0 ON EI.CM ao ano ns�x FACE OF EA'JE'PLA'fE_BEFIIAE :COttCRETE''18. Fl<710EQ , . ELEVATION OF:RAIL � . SCALE=��e �O� . . �EHf NO.b � wu�i.• . ' � � . • � �ocnna+ �oF �ko�s.m eE c�Rr�n+En . �i Sii a�a3��R FRWt�TFE�Udff SiMDAt3D".5GLEC ' ��.�_ '_____-_-T-�.-�-____'_..__"__; _'.__ '.' .. II�— _ ____"..__.T_'i'____--__,____'� �. �I . . . � ' ' I � 't ' � �� ' ' O �I I�r-' -----__'-i- �'-_____„J.:_'_.1 '.O �. . ��_'____ . . -.J�....L__" �_' ___ � � � 4fi a'�,� R . . • • . PLAN� . ' —�Ii9'�'� , --' " ;� •. r- ; = t-a• � . . _ ` �.-,r-- • - �-._„� ^��r��-�. , . L��r.1-� 4 . � .. r'% . 3/�� t � IC . ' A � . . ��R � �—'' ' _. ' __.__ . � ELEVATIOlV OF L:f�HT STANDARD BRAGi�6T SCACE I" s t-O' ' . - . j'''- �f-z- ' . I �� .. ' � . , Y¢ , � . ��r�v,•�s . .. j� ihc�'t �-dA' . � . . ILL PLATES �e � . . ' . � SECTION A-A � • . sw.E i�•� r—ar. . • \ � • FECIX STREEl' OVERPASS � � RAILING—SWPPER-UGHT •BRACKET�: CITY.OF FORT WOR7H,•TEXAS ' PU9f1C WORKS P2 RIX IY 5u0. �� REC. �E 1 EKalt(q M 1 . . �APP0. ��a . ..: DME t�716t�SL/957 ; , . . ncewco � :w..w ti :: FlLE.. 9HEET•. � 'p4MM • KRh—HGII. '""�° K °.°. • R =112 • , id Of: i3 : nrt«m .o.�.e. ' . . • , `. . . \ u,� , . . . .--_-•--• . � K' ��u; cws w. w,yrw,ut" ' . .� I , � . . � . ' . ' . ' 7 . � � . - adJu� 6td. ! Y�'t7C • . • . • . . , • . ' . � ' ' . • , . � f � � ° . _.. T _ ' ` ' ��__ `I . y u • s . . .. . . . .. .. . � y ; . .. • - . . . , ' (Ii �'t �ti. � C{ ' f-� F_ � T k. : I (•' � � �. � _ is' i . � � . . � I b� Y � � el In�' �� _ �.o� r . � . n �.: a � � 1 '' � . . - � 1 4 10 � . { 4 . . � . . � 1 . . . 3 o- � 5 �� 1:6i� : �i'i ?•. ' 8 . � �� I � ` � , - � � � ' . �_ esa� ' ' -� �I �o`'.: PrO�00sed Dri�/n8yt Case!Jxn1' . . Yi�ooakl ve y [ine _ . . _ / •wM �"•,b' � --�=-_:-i-._ `_+ _� ="o -- _ ' ..,� . � . .«y .��. 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