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HomeMy WebLinkAboutContract 51037 FORT WORTH CITY SECRETARY 17 CONTRACT NO. PROJECT MANUAL FOR THE CONSTRUCTION OF MEACHAM ADMIN PARKING IMPROVEMENTS City Project No. 101239 Betsy Price David Cooke Mayor City Manager William Welstead Director, Aviation Department Prepared for ��r 7 s s r�r' The City of Fort Worth �, j Aviation Department C APRIL 2018 ��i-oU� 4 T - d c/rysF�q��'Ogolg 1, 9qy� IN w �� 8 L9S� , £ m . £ 0 F� � � 0 F r..ao . �• BRANDON C. BEVILLE JAMES K. SCHMITT ............................................... ................................. 121604 .� 125073 ••4 �;�c�a` � ( ,p-. � 0.••':rte Garver, LLC 1 �,�••..CENS MA TBPE Firm No. F-5713 .� Digitally Signed 04/18/2018 Digitally Signed 04/18/2 18 OFFICIAL RECORD _ CITY SECRETARY FT.WORTH,TX 7/9/2018 M&C Review Official site of the City of Fort CITY COUNCIL AGENDA ruu-RT WORTH COUNCIL ACTION: Approved on 6/26/2018 - Ordinance No. 23282-06-2018 DATE: 6/26/2018 REFERENCE,,*C-28748 LOG 55FTW MEACHAM ADMINISTRATION NO.: NAME: PARKING IMPROVEMENTS CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT. Authorize Execution of a Construction Agreement with Cole Construction, Inc., in an Amount Up to $469,800.00 for Construction of Meacham Administration Building Parking Improvements at Fort Worth Meacham International Airport and Adopt Appropriation Ordinance (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the use of revenue derived from mineral leases on City-owned airports in an amount up to $469,800.00 for the construction of Meacham Administration Building Parking Improvements at Fort Worth Meacham International Airport; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations of the Aviation Gas Lease Capital Project Legacy Fund in the amount of$469,800.00; and 3. Authorize execution of a Construction Agreement with Cole Construction, Inc., in an amount not to exceed $469,800.00 for the construction of Meacham Administration Building Parking Improvements at Fort Worth Meacham International Airport. DISCUSSION: On December 5th, 2017, Mayor and Council Communication (M&C C-28493)the City Council authorized the execution of an Engineering Services Agreement with Garver, LLC (Garver), in the amount of$163,920.00 for the design and construction management services of Meacham Administration Building Parking Improvements at Fort Worth Meacham International Airport (Airport). The project will provide 80 additional parking spaces which will be located parallel to Main Street, directly east of Hangar 4N and southeast of the main Meacham Administration Building parking lot. Additional parking is required to serve future tenants, currently undergoing suite build-outs, as well as accommodate events held in the conference center. Due to tenant growth and high demand for the use of the conference center, the current parking lot has reached capacity. The overall cost for construction of this project is expected to be: Meacham Administration Building Parking 27,072.00 Improvements Construction Owner's Contingency (Ten Percent) 1$ 42,728.00 Total Construction Cost 1$469,800.00 The construction portion of the project was advertised for bid in the Fort Worth Star-Telegram on April 20, 2018 and April 27, 2018. On May 21, 2018, six Offerors submitted proposals, and on May 30, 2018, the contract was awarded to Cole Construction, Inc., based on the lowest bid received. The following six proposals were received (Total Bid): OFFERERS ITOTAL BID Cole Construction $427,072.00 I — — http://apps.cfwnet.org/council_packet/mc_review.asp?ID=25977&councildate=6/26/2018 1/2 7/9/2018 M&C Review Fort Worth Civil Constructors 1$472,460.05 Northstar Construction 1$484,384.00 2L Construction $489,116.00 Reyes Group $490,299.75 Green Scaping $532,340.08 Cole Construction, Inc. is in compliance with the City's BDE Ordinance by committing to 15 percent MBE participation on this project. The City's MBE goal on this project is 15 percent. ADVISORY BOARD APPROVAL—On May 18, 2017, the Aviation Advisory Board voted to recommend that the City Council approve the Aviation Department's Five-Year Capital Improvement Plan. The addition of parking at the Aviation Administration building was a part of the approved plan. Meacham Airport is located in COUNCIL DISTRICT 2, Mapsco 48P. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Aviation Gas Lease Capital Projects Legacy Fund. TO Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year Chartfield 2 FROM Fund Department Account Project Program Activity Budget Reference# Amount ID I I ID I Year Chartfield 2 Submitted for City Manager's Office by_ Fernando Costa (6122) Originating Department Head: Bill Welstead (5402) Additional Information Contact: Dakota Shaw (5407) ATTACHMENTS 55FTW MEACHAM ADMINISTRATION PARKING IMPROVEMENTS 55 AO 18.docx Form 1295-Meacham Administration Parking Improvements 101239.pdf MC Map Admin Parking.pdf http://apps.cfwnet.org/council_Packet/mc_review.asp?ID=25977&councildate=6/26/201 S 2/2 CERTIFICATE OF INTERESTED PARTIES FORM 1295 10f1 Complete Nos, 1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2018-361304 Cole Construction, Inc. Fort Worth,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 05/30/2018 being filed. City of Fort Worth Date A7le ge v/p 3 Provide the identification number used by the governmental entity or state agency to track or identify the contra t,and pr vide a description of the services,goods,or other property to be provided under the contract. 101239 Meacham Administration Parking Improvements 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I intermediary Cole Construction, Inc. FORT WORTH,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is�_) �� I� F�.� I � and my date of birth is 12 /13 /5 3 My address isJ �` ,Lt� )-_ � ? \ iY/ 2��t , (street) (city) (state) (zip code) (country) deciare under penalty of perjury that theforegoingis true and correct. Executed in f/ : 'C (i(E County, State of on the L) day of ( � 2Q (mo ) (year) Vow Signature of authorized alfent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www,ethics.state,tx,us Version V1.0.5523 FORT WORTH,, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions _ 00 73 00 Supplementary Conditions Division 01 -General Requirements O1 11 00 Summary of Work O1 2500 Substitution Procedures O1 31 19 Preconstruction Meeting O1 32 16 Construction Progress Schedule O1 3233 Preconstruction Video O1 3300 Submittals O1 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 015000 Temporary Facilities and Controls O1 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan O1 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 017000 Mobilization and Remobilization O1 7123 Construction Staking and Survey _ 01 74 23 Cleaning 017719 Closeout Requirements 01 78 23 Operation and Maintenance Data O1 7839 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents. Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ., Page 1 oft SPECIFICATIONS THAT ARE REFERNECED BUT NOT INCLUDED WITHIN THE CONTRACT DOCUMENTS CAN BE FOUND ON THE CITY'S BUZZSAW SITE AND ARE CONSIDERED PART OF THE CONTRACT. Supplemental SS-120 Site Preparation SS-303 Area Lighting Systems TX-666 Retroreflectorized Markings Technical 01 06 00 Product Requirements 01 70 00 Mobilization and Remobilization 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal 03 3000 Cast-In-Place Concrete 26 05 33 Raceway and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems V 31 1000 Site Clearing 31 24 00 Embankments 31 25 00 Erosion and Sediment Control w 32 1129 Lime Treated Base Courses 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways,and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 3232 13 Cast-In-Place Concrete Retaining Walls 32 84 00 Plantation Irrigation 3292 13 Hydromulching, Seeding,and Sodding 32 93 43 Trees and Shrubs 3305 10 Utility Trench Excavation,Embedment and Backfill 3341 10 Reinforced Concrete Storm Drain Pipe/Culverts 3349 10 Cast-In-Place Storm Drain Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 .. Revised February 2,2016 Addendum No.2 0005 10-l MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of l 1 SECTION 00 05 10 _ 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 000515-1 ADDENDA Page 1 of I 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 ! 15 16 17 18 19 20 21 22 23 END OF SECTION 24 25 26 27 28 29 30 31 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised July I,2011 3010 Gaylord Parkway Suite 190 Frisco, TX 75034 TEL 972.377.7480 FAX 972.377.8380 www.GarverUSA.com May 7, 2018 Addendum No. 1 To Plans, Contract Documents and Specifications Fort Worth Meacham International Airport—Meacham Admin Parking Improvements City Project No. 101239 This addendum shall be a part of the Plans, Contract Documents and Specifications to the same extent as though it were originally included therein, and it shall supersede anything contained in the Plans, Contract Documents and Specifications with which it might conflict. Acknowledgement of receipt of this Addendum must be provided on the proposal form in the Contract Documents. Modifications to Front End Contract Documents: 1. Replace the Invitation to bidders in its entirety with the 00 11 13 Invitation To Bidders (Addendum No. 1). Changes Include: a. Corrected the day of the week the bid opening is being held. The date remains the same. 2. Insert attached Pre-Bid Meeting Minutes, and Sign-in Sheet before Technical Specifications. Modifications to the Plans: 1. Replace drawing number C-404 in its entirety with the attached drawing C-404"Irrigation General Notes (Addendum No. 1)". Changes Include: a. Included a table with the estimated quantities for the proposed irrigation work. AV��PZEOFT£,�S Ar ,V ` . By: Brandon Beville, PE BRANDON• C. ..BEVILLE .............................................. 121604 Digitally Signed 05/07/2018 Attachments: Pre-Bid Meeting Minutes, Exhibit, & Pre-Bid Sign-in Sheet 00 11 13 Invitation To Bidders (Addendum No. 1) C-404 Irrigation General Notes(Addendum No. 1) Page 1 of 1 3010 Gaylord Parkway Suite 190 Frisco, TX 75034 TEL 972.377.7480 FAX 972.377.8380 www.GarverUSA.com May 17,2018 Addendum No. 2 To Plans, Contract Documents and Specifications Fort Worth Meacham International Airport—Meacham Admin Parking Improvements City Project No. 101239 This addendum shall be a part of the Plans, Contract Documents and Specifications to the same extent as though it were originally included therein, and it shall supersede anything contained in the Plans, Contract Documents and Specifications with which it might conflict. Acknowledgement of receipt of this Addendum must be provided on the proposal form in the Contract Documents. Modifications to Front End Contract Documents: 1. Replace 00 00 00 Table of Contents with the attached Replace 00 00 00 Table of Contents (Addendum No. 2)Attached. Changes Include: a. Removed specification 32 17 23 Pavement Marking and inserted specificationTX-666 Retroreflectorized Markings for the reasons described within this addendum. 2. 3. Replace 00 21 13 Instruction to Bidders with the attached 00 21 13 Instruction to Bidders (Addendum No.2)Attached. Changes Include: a. The prequalification for paving is removed to align with City standards. b. The City of Fort Worth only requires bidders on machine placed only concrete projects to be prequalified. c. Concrete can be placed via hand or machine placed methods. 4. Replace 00 42 43 Proposal Form with the attached 00 42 43 Proposal Form (Addendum No. 2)Attached. Changes Include: a. Removed the 32 17 23 Pavement Marking Specification Pay items and Inserted TX-666 Retroreflectorized Markings Pay Items to clarify paint markings as described within the specifications should be painted in lieu of other marking materials. b. Formatted form to include line to write unit price in words. 5. Replace 00 4511 Bidders Prequalifications with the attached 00 4511 Bidders Prequalifications (Addendum No. 2)Attached. Changes Include: a. The prequalification for paving is removed to align with City standards. b. The City of Fort Worth only requires bidders on machine placed only concrete projects to be prequalified. c. Concrete can be placed via hand or machine placed methods. 6. Replace the "00 41 00_00 43 13_00 42 43_00 43 37_00 4512_00 3513_Bid Proposal Workbook" in its entirety with the "ADDENDUM NO. 2 -00 41 00_00 43 13_00 42 43_00 43 37004512—003513_Bid Proposal Workbook" Changes Include: a. Remved the 32 17 23 Pavement Marking Specification Pay Items and Inserted TX-666 Retroreflectorized Marking Pay Items to clarify paint markings as described should be applied in lieu of other marking materials. b. Formatted form to include line to write unit price in words. Page 1 of 2 May 17, 2018 Addendum No. 2 Modifications to the Specifications: 1. Remove Specification 32 17 23 Pavement Markings in its entirety. Changes Include: a. Removed specification. b. Similar pay items are paid for under the TxDOT standard specification. 2. Insert Specification TX-666 Retroreflectorized Markings (Addendum No. 2) Changes Include: a. The intention of the plans is to specify retroreflectorized paint markings.The marking removal work item is also included within this specification. - SE 04ss * .L* T By: Brandon Beville. PE •BRANDON.. • C.•..BEVILLE„ 121604........... .........: .l Digitally Signed 05/17/2018 Separate File: ADDENDUM NO. 2 -00 41 00_00 43 13_00 42 4300 43 37_00 45 12_00 35 13—Bid Proposal Workbook Attachments: 000000—Table of Contents (Addendum No. 2) 00 21 13 Instructions to Bidders (Addendum No. 2) 00 42 43 Proposal Form (Addendum No. 2) 00 45 11 Bidders Prequalifications(Addendum No. 2) TX-666 Retroreflectorized Markings(Addendum No. 2) Page 2 of 2 001113-1 INVITATION TO BIDDERS y Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of the Meacham Admin. Parking Improvements Project will be 6 received by the City of Fort Worth Meacham Airport Administration Building: 7 8 Aviation Department-Meacham Airport 9 201 American Concourse 10 Suite 330 Y 11 Fort Worth,Texas 76106 12 (Formerly 4201 North Main Street) 13 14 until 2:30 P.M. CST,Monday,May 21,2018, and bids will be opened publicly and read aloud at 15 2:30 P.M.CST in the Aviation Conference Center, Suite 306; see receptionist at Suite 330. 16 17 GENERAL DESCRIPTION OF WORK 18 The major work will consist of the(approximate) following: Construction of additional 3,300 SY 19 of concrete parking,drainage improvements and lighting for the administration building at Fort 20 Worth Meacham International Airport. 21 22 DOCUMENT EXAMINATION AND PROCUREMENTS 23 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 24 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov/purchasing/ and 25 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 26 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 27 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 28 Parties Form 1295 and the form must be submitted to the Project Manager before the 29 contract will be presented to the City Council. The form can be obtained at — 30 https://www.ethics.state.tx.us/tee/1295-Info.htm . 31 32 Copies of the Bidding and Contract Documents may be viewed at the office of the design 33 engineer. 34 35 Brandon Beville, PE 36 Garver,LLC 37 3010 Gaylord Parkway, Suite 190 38 Frisco,TX 75034 39 40 PREBID CONFERENCE 41 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 42 BIDDERS at the following location,date, and time: l 43 DATE: May 1,2018 44 TIME: 3:00 PM 45 PLACE: 201 American Concourse - 46 Fort Worth, Texas 76106 47 LOCATION: Aviation Conference Center, Suite 306. See receptionist for directions. 48 49 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 22,2016 — Addendum No.I 001113-2 INVITATION TO BIDDERS . Page 2 of 2 1 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 2 City reserves the right to waive irregularities and to accept or reject bids. 3 4 INQUIRIES 5 All inquiries relative to this procurement should be addressed to the following: w 6 Attn: Brandon Beville,PE,Garver 7 Email: BCBeville@GarverUSA.com 8 Phone: 972-377-7480 9 10 ADVERTISEMENT DATES 11 First Advertisement: April 20,2018 ., 12 Second Advertisement: April 27, 2018 13 14 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 22,2016 Addendum No.1 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 1.1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00-GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm,partnership,company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm,partnership,company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 City and Engineer in making copies of Bidding Documents available do so only for the purpose 29 of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 30 31 Bidders are not required to be prequalified. 32 33 34 35 36 37 38 39 40 ; 41 42 04;2 ,,,*:,,,,oi 2ope,l]Mon.,;iCg;; 43 0 „„,,.a,.teF.07420P-eEiu, ea4iea-0, 20Pr-,,.-affiiunEntrn11-71rr 7-10.1 2nn�n 44 1-;1 RF-A.4 NT-S0,i 2 0 F 0 of gnu A VIN9,0 20C0NT-R n CT0R- c 45 46 2.1.2. R[S� y affd PO&StFiaR Lightingv a.,.:.o.,,e.,+� a� ,,,..o..+i,6atea at; 47 o. 48 49 0 0 0 0 ' 50 0 0 0 C CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 21,2015 Addendum No.2 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 2 Water..-esaEl Sanita y Sewer- Do,,,,:,-o.. encs ,aae ent 1..ea4ed a4; 3 h14p1pr-e ieot..,,;,,*i.,,,�r.ge; ,,..ice , ,.A-ft,mE)%L esE) ,-,.os 021420 4 0 0 0 0 o n 6 alis 7 8 ? , ffmst be pf:epafed to submit to City wi -- 9 , the ElerpuffieWatieff Seetieft 00 10 45 11, BIDDERS PPrEQU-4-1 11 12 -2.2.1. 9-uh-m-ission of aa&er-questions related to pr-equalifieatien should be addr-essed to 13 . 14 15 l 16 2-.-3-.The City f:esaFv@s the fight to fequifv a*y pfe qualified is the appafent Jew 18 , T 19 , 20 te- -ass-i-st A-@ City in ev4ua4ing and assessing the ability 4the app—ar-ent lew hid or-(S) to 21 22City's 23 , 24 , 25 26 27 28 2-4- , 29 within various seetions of the Gea4aet Paraumefits-. 30 31 32 33 34 3. Examination of Bidding and Contract Documents, Other Related Data, and Site 35 36 3.1.Before submitting a Bid, each Bidder shall: 37 38 3.1.1. Examine and carefully study the Contract Documents and other related data 39 identified in the Bidding Documents(including "technical data"referred to in 40 Paragraph 4.2. below).No information given by City or any representative of the 41 City other than that contained in the Contract Documents and officially 42 promulgated addenda thereto, shall be binding upon the City. 43 44 3.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 45 site conditions that may affect cost,progress,performance or furnishing of the 46 Work. 47 48 3.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 49 progress, performance or furnishing of the Work. 50 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 it Revised August 21,2015 Addendum No.2 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 2 3 3.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 4 contiguous to the Site and all drawings of physical conditions relating to existing 5 surface or subsurface structures at the Site(except Underground Facilities) that 6 have been identified in the Contract Documents as containing reliable "technical 7 data"and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 8 at the Site that have been identified in the Contract Documents as containing 9 reliable "technical data." 10 11 3.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 12 the information which the City will furnish.All additional information and data 4 13 which the City will supply after promulgation of the formal Contract Documents 14 shall be issued in the form of written addenda and shall become part of the Contract 15 Documents just as though such addenda were actually written into the original - 16 Contract Documents.No information given by the City other than that contained in 17 the Contract Documents and officially promulgated addenda thereto, shall be 18 binding upon the City. 19 20 3.1.6. Perform independent research, investigations,tests,borings, and such other means 21 as may be necessary to gain a complete knowledge of the conditions which will be 4 22 encountered during the construction of the project. On request, City may provide 23 each Bidder access to the site to conduct such examinations, investigations, 24 explorations,tests and studies as each Bidder deems necessary for submission of a ., 25 Bid. Bidder must fill all holes and clean up and restore the site to its former 26 conditions upon completion of such explorations, investigations, tests and studies. 27 s 28 3.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 29 cost of doing the Work,time required for its completion, and obtain all information 30 required to make a proposal. Bidders shall rely exclusively and solely upon their 31 own estimates, investigation,research,tests, explorations, and other data which are 32 necessary for full and complete information upon which the proposal is to be based. 33 It is understood that the submission of a proposal is prima-facie evidence that the 34 Bidder has made the investigation,examinations and tests herein required. Claims - 35 for additional compensation due to variations between conditions actually 36 encountered in construction and as indicated in the Contract Documents will not be 37 allowed. - 38 39 3.1.8. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 40 between the Contract Documents and such other related documents. The Contractor _ 41 shall not take advantage of any gross error or omission in the Contract Documents, 42 and the City shall be permitted to make such corrections or interpretations as may 43 be deemed necessary for fulfillment of the intent of the Contract Documents. 44 45 3.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 46 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised August 21,2015 Addendum No.2 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 3.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any, on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 3.2.2. those drawings of physical conditions in or relating to existing surface and 8 subsurface structures(except Underground Facilities)which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 3.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents,but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any"technical data" or 17 any other data, interpretations, opinions or information. 18 19 3.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 21 exception the Bid is premised upon performing and furnishing the Work required by the - 22 Contract Documents and applying the specific means,methods,techniques, sequences or 23 procedures of construction(if any)that may be shown or indicated or expressly required 24 by the Contract Documents, (iii)that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc.,have not been resolved through the interpretations by City as described in 28 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 - 32 3.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos,Polychlorinated 33 biphenyls(PCBs), Petroleum,Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 35 Documents. 36 37 4. Availability of Lands for Work,Etc. - 38 39 4.1.The lands upon which the Work is to be performed,rights-of-way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 ■ Revised August 21,2015 Addendum No.2 0021 13-5 INSTRUCTIONS TO BIDDERS t Page 5 of 9 1 4.2.Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. r 6 7 4.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way, easements, and/or permits,and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 5. Interpretations and Addenda 13 14 All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m.,the Wednesday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. - 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 - 22 Address questions to: 23 24 Attn: Brandon Beville, PE,Garver r 25 Email: BC'Beville(a-)GarverUSA.com 26 Phone: 972-377-7480 27 28 5.1.Addenda may also be issued to modify the Bidding Documents as deemed advisable by { 29 City. 30 31 5.2.Addenda or clarifications may be posted via Buzzsaw at Aviation Projects, 101239 32 Meacham Admin. Parking Improvements. 33 34 5.3.A prebid conference may be held at the time and place indicated in the Advertisement or - 35 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 36 Project. Bidders are encouraged to attend and participate in the conference. City will 37 transmit to all prospective Bidders of record such Addenda as City considers necessary - 38 in response to questions arising at the conference. Oral statements may not be relied 39 upon and will not be binding or legally effective. 40 41 6. Bid Security 42 43 6.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 44 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 45 the requirements of Paragraphs 5.01 of the General Conditions. 46 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 21,2015 Addendum No.2 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 6.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 7. Contract Times 10 The number of days within which,or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 8. Liquidated Damages -` 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 9. Substitute and "Or-Equal" Items 19 The Contract, if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 10. Subcontractors, Suppliers and Others 29 30 10.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. _ 41 42 10.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 11. Bid Form 46 47 11.1. The Bid Form is included with the Bidding Documents; additional copies maybe 48 obtained from the City. 49 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 21,2015 Addendum No.2 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 11.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, _. 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 11.3. Bids by corporations shall be executed in the corporate name by the president or a _ 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 11.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 11.5. Bids by limited liability companies shall be executed in the name of the firm by a — 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 11.6. Bids by individuals shall show the Bidder's name and official address. 26 27 11.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 11.8. All names shall be typed or printed in ink below the signature. 31 32 11.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 11.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 11.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 12. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Aviation Department—Meacham Airport, and shall be enclosed in an opaque 46 sealed envelope,marked with the City Project Number,Project title,the name and address of 47 Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation"BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 ++ Revised August 21,2015 Addendum No.2 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 13. Modification and Withdrawal of Bids 2 -4 3 13.1. Bids addressed to the llufehasiag Mmagaf Aviation Department and filed with the 4 awe Aviation Department cannot be withdrawn prior to the time set 5 for bid opening. A request for withdrawal must be made in writing by an appropriate w 6 document duly executed in the manner that a Bid must be executed and delivered to 7 the place where Bids are to be submitted at any time prior to the opening of Bids. 8 After all Bids not requested for withdrawal are opened and publicly read aloud, the 9 Bids for which a withdrawal request has been properly filed may,at the option of the 10 City,be returned unopened. 11 12 13.2. Bidders may modify their Bid by electronic communication at any time prior to the 13 time set for the closing of Bid receipt. 14 15 14. Opening of Bids 16 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 17 abstract of the amounts of the base Bids and major alternates(if any)will be made available 18 to Bidders after the opening of Bids. - 19 20 15. Bids to Remain Subject to Acceptance 21 All Bids will remain subject to acceptance for the time period specified for Notice of Award 22 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 23 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 24 25 16. Evaluation of Bids and Award of Contract 26 27 16.1. City reserves the right to reject any or all Bids, including without limitation the rights 28 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 29 and to reject the Bid of any Bidder if City believes that it would not be in the best 30 interest of the Project to make an award to that Bidder,whether because the Bid is 31 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to } 32 meet any other pertinent standard or criteria established by City. City also reserves 33 the right to waive informalities not involving price,contract time or changes in the 34 Work with the Successful Bidder. Discrepancies between the multiplication of units 35 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 36 between the indicated sum of any column of figures and the correct sum thereof will 37 be resolved in favor of the correct sum. Discrepancies between words and figures .. 38 will be resolved in favor of the words. 39 40 16.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 41 among the Bidders, Bidder is an interested party to any litigation against City, 42 City or Bidder may have a claim against the other or be engaged in litigation, 43 Bidder is in arrears on any existing contract or has defaulted on a previous 44 contract,Bidder has performed a prior contract in an unsatisfactory manner,or 45 Bidder has uncompleted work which in the judgment of the City will prevent or 46 hinder the prompt completion of additional work if awarded. 47 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 21,2015 Addendum No.2 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 16.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 16.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 .� 16 16.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract,unless otherwise approved by the City. 18 19 16.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 16.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 16.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. .. 35 36 16.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 17. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 21,2015 Addendum No.2 003513-1 ` CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 1 SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT _ 3 4 Each bidder,offeror,or respondent(hereinafter also referred to as"you")to a City of Fort Worth 5 (also referred to as"City")procurement are required to complete Conflict of Interest 6 Questionnaire(the attached CIQ Form)and Local Government Officer Conflicts Disclosure 7 Statement(the attached CIS Form)below pursuant to state law.This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work.The referenced forms may be downloaded from the website links provided below. 10 11 hU://www.ethics.state.tx.us/forms/CIQ.pdf 12 13 httt)://www.ethics.state.tx.us/forms/CIS.pdLf 14 15 CIQ Form is on file with City Secretary 16 17 Q C..IQ Form is being provided to the City Secretary 18 19 CIS Form is on File with City Secretary 20 21 CIS Form is being provided to the City Secretary 22 } 23 24 25 BIDDER: .. 26 27 ��•�lArt� •. �i�r1 By: . �►• �.I Stl�` 28 Company (Pleajeriot) 29 30 ��". " �/�,� =. Signature: � ..3 31 Address 32 " 33 _j' A, � Title: _ 34 City&latw2ip (Please Print) 35 T 36 37 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parkicg Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FnojscRNo. 101239 Revised March 27,2012 w 00 41 00 BID FORM Page 1 of A SECTION 00 4100 BID FORM TO: Dakota Shaw c/o:Aviation Department-Meacham Airport 201 American Concourse, Suite 330 Fort Worth, Texas 76106 FOR: ADMIN PARKING IMPROVEMENTS City Project No.: 101239 Units/Sections: No Units:All One Unit 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. - 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: - a. "corrupt practice"means the offering, giving, receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,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 harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the „ Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00 BID FORM Page 2 of 8 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Paving 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 120 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work(and/or achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Bid �. The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 4100 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. �* c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalifcation Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 3513 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1 Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid $427,072.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 0041 00 BID FORM Page 3 of 8 7. Bid Submittal This Bid is submitted on Day,Year by the entity named below. Respectfully miffed, pe Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: (Si re) Addendum No. 2: ~' Addendum No. 3: Kenneth L Thorne Addendum No. 4: (Printed Name) Title: President Company: Cole Construction Inc. Corporate Seal: Address: 10315 Alta Vista Rd. Fort Worth Texas 76244 State of Incorporation: Texas Email: ken@colecon.com tadd@colecon.com ' Phone: 817-431-9636 —� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS i Forth Revised 20150821 00 42 43 BID PROPOSAL Page 4 of 8 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal mo Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value 1 Site Preparation SS-120-3.1 I L.S. 1 1 1 $6,000.001 $6,000,00 Unit Price In Words:Six Thousand Dollars and No Cents 2 Lockout/Ta out Procedures SS-303-5.1 I L.S. 1 $700.00 $700.00 Unit Price In Words:Seven Hundred Dollars and NO ents 3 Archftecturai Single Light Fixture,Pole,Foundation,and SS-303-5.2 EACH 5 Accessories installed $8,000.001 $40,000.00 qw Unit Price InWords:Eight Thousand Dollars and NO Cents 4 NO 6 Insulated Elec Condr SS-303-5.3 L.F. 1 650 1 $3.001 $1,950.00 Unit Price In Words:Three Dollars and NO Cents 5 IND 8 Insulated Elec Condr SS-303-5.4 L.F. 1,300 $2.40E- $3,120.00 mq Unit Price In Words:Two Dollars and Forty Cents 6 IRetroreflectorized Parking Stripes(Type 11,White TX-666-6.1 S.F. 477 $7.00 $3,339.00 Unit Price In Words: Seven Dollars and NO Cents 7 Ra­rWing Removal TX-666-6.2 S.F. 214 $3.00-F-- $642.00 n~,Unit Price In Words:Three Dollars and NO Cents 8 Remove 18"Storm Line 0241.3013 1 L.F. 1 27 1 $46.001 $1,242.00 Unit Price In Words: Forty ix Dollars and NO Cents 77-9- Remove 10'Curb Inlet 0241.4001 1 EACH 1 1 1 $1,200.001 $1,200.00 m"Unit Price In Words:Twelve Hundred Dollars and NO ants 10 Remove Conc Curb&Gutter 0241.1300 1 L.F. 1 40 1 $12.00 $480.00 Unit Price In Words:Twelve Dollars and NO Cents 11 Concrete Encase Communication Conduit 0330.0002 1 L.F. 1 10 1 $79.001 $790.00 -4 Unit Price In Words:Seventy Nine Dollars and NO Cents 12 7Concrete Slope Protection 0330.0003 1 S.Y. 1 20 1 $141.001 $2,820.00 Unit Price In Words:One Hundred Forty One Dollars and NO Cents 13 1Conduit Box 1 2605.2101 1 EACH 1 2 1 $1,400,001 $2,800.00 ,-w Unit Price In Words:Fourteen Hundred Dollars and NO Cents 14 11 1/2"Condt PVC Sch 80 T 2605.3006 1 L.F. 1 185 1 $8.001 $1,480.00 Unit Price In Words:Eight Dollars and NO Cents 15 11 1/2"Condt PVC Sch 40 T 2605.3035 I L.F. 1 450 1 $7.00 $3,150.00 om Unit Price In Words:Seven Dollars and NO Cents 16 Site Clearing 3110.0101 1 L.S. 1 1 1 $5,000.001 $5,555,00 Unit Price In Words:Five Thousand Dollars and NO Cents 17 12"-18"Tree Removal 3110.0103 1 EACH 8 $300.00 $2,400.00 AeUnft Price in Words:Three Hundred Dollars and NO Cents 18 18"-24" Tree Removal 3110.0104 1 EACH 1 1 1 $400.00 $400.00 Unit Price in Words:Four Hundred Dollars and NO Cents 19 lEmbankment by Plan 3124.0101 1 C.Y. 1 1,922 1 $35.001 $67,270.00 mwUnft Price In Words:Thirty Five Dollars and NO Cents 20 1SWPPP <1 acre 3125.0101 1 L.S. 1 $5,000.0or $5,000.00' Unit Price In Words:Five Thousand Dollars and NO Cents 21 JHXdrated Lime 3211.0400 1 TON 53 $200.00 $10,600.00 .,Unit Price In Words:Two Hundred Dollars and NO Cents 22 6"Lime Treatment 3211.0501 1 S.Y. 1 3,561 1 $6,001 $21,366.00 Unit Price In Words:Six Dollars and NO Cents 23 4"Conc Pvmt 3213.0100 1 S.Y. 1 4 1 $60.00 $240.00 ""Unit Price In Words:Sixtv Dollars and NO Cents 24 6"Conc Pvmt 3213.0101 1 S.Y. 1 3,415 1 $53.001 $180,995.00 Unit Price In Words:Fifty Three Dollars and NO Cents 25 TxDOT Std Ret Wall-RW 1 L A 3232.0201 I S.F. 1 274 1 $72.00 $19 728.00 ,.°,Unit Price in Words:Seventy Two Dollars and NO Cents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Addendum No.1 00 42 43 BID PROPOSAL Page 5 of 8 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item information Bidder's Proposal ,.q Bidlist item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value 26 Planting Irrigation 3284.0000 1 L.S. I 1 1 $14,400,001 $14,400.00 Unit Price In Words:Fourteen Thousand,Four Hundred Dollars and N Cents — 27 Seeding,Broadcast 3292.0200 1 S.Y. 1 925 1 $1.00 $925.00 Unit Price In Words: One Dollars and NO Cents 28 Plant live Oak(Large Tree 3293.0107 EACH 1 5 1 $420.00 $2,100.00 Unit Price In Words:Four Hundred Twenty Dollars and NO Cents ^ 29 IPlant Chinese Pistache Medium Tree 3293.0108 EACH 6 F $420.001 $2.520.00 Unit Price In Words.Four Hundred Twenty Dollars and NO Cents 30 Plant Red Yucca Shrub 3293.0109 EACH 29 $115.00 $3,335.00 Unit Price In Words:One Hundred Fifteen Dollars and NO Cents ^� 31 12"RCP,Class Ill 3341.0100 1 L.F. 1 19 1 $120.001 $2 80.00 Unit Price In Words:One Hundred Twenty Dollars and NO Cents 3218-RCP,Class III 3341.0103 L.F. 20 $140.00 $2 800.O0 Unit Price InWords:One Hundred Forty Dollars and NO Cents �+ 33 4'Storm Junction Box 3349.0001 1 EACH 1 1 1 $6,000.001 $6,000.0 Unit Price InWords:Six Thousand Dollars and NO Cents 34 8'Curb Inlet 3349.5000 1 EACH 1 2 1 $5,000.001 $10,000.00 Unit Price In Words:Five Thousand Dollars and NO Cents Total Bid $427,072.00 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ar Form Revised 20120120 Addomko Na 2 WA Document A31OTM - 2010 Conforms with The American Institute of Architects AIA Document 310 - Bid Bond CONTRACTOR: SURETY: (.'Vince,legal statrrs and addn_ti v) (Mmm,legal stalus and principal place r f husinecs) Cole Construction, Inc. RLI Insurance Company This document has important 10315 Alta Vista Road 9025 N. Lindbergh Drive legal consequences.Consultation — Keller, TX 76248 Peoria, IL 61615 with an attorney is encouraged with respect to its completion or OWNER: modification. (Name, legal slalus and addrrsa) Any singular reference to City Of Fort Worth, TX Contractor,Surety,Owner or other party shall be considered plural where applicable. BOND AMOUNT: s 5% GAB Five Percent of the Greatest Amount Bid PROJECT: Cyanic,location or address.and Project number..iinniy Meacham Admin Parking Improvements The Contractor and Surety arc bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond arc such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such tin)c period as n:,_r be agreed to by life Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with lir.' ::f:s of ru-;!,bid,and gives such bond or bonds as may be specified in the bidding or Contract Docuiw:alts,with a surety admitted in the jurisdiction of the Project and olhcnvise acceptable to life Owner,for the faithful performance of such Contract and for the prompt payment of labor and material famished in the prosecution thereof:or(2)pays to lire Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger a ioaft for which the Owner inay in good faith contract with another party to perli)nn the work covered by-.aid bid,then this obligation shall be null and void,otherwise to remain in lull li)rce and ellect.The Surely hereby waves any notice of an agreement between the Owner and Contractor to extend the lame in which the Owner niav accept the bid.Waiver ofiioliee by the Surely shall not appy to any extension exceeding sixty(60)days in life aggregate beyond the tinie li)r acceptance ofbids specified in life bid docUniez*L and life Owner and Conlraetor shall obtain life Surely s consent loran extension beyond sixty(60)day-%. �+ if this Bond is issued in connection with a subcontractor's bid ton Contractor,the term Contractor in this Bond shall be dccmcd to be Subconlractor and the term Owner shall be deemed to be Contractor. When this Bond has been luniished lu comply with a statutory orother ICgal requirement in[lie location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herelnnn and provisions conlumfing to such stalulory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bind and not as a coronion law bond. Signed and scaled this 21 St day of May, 2018 COTe Constru on, Inc. (Prirrcipa (Sea!) r!!'inress) ay� RLI Insurance Company /1Pihr�ssVs rlirle;Jac . Crowle Attom -in-Fact AL . S-00541AS 8110 ',�(+'nroa5103 POWER OF ATTORNEY RLI Insurance Company Contractors Bonding and Insurance Company 9025 N.Lindbergh Dr. Peoria,IL 61615 Phone: 800-645-2402 Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the v approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together,the"Company")do hereby make,constitute and appoint: lack M.Crowlgy.Steven Foster.Jennifer J.Salinas.Tonig Petranek.Deborah English,Luke I.Nolan Jr..Daphne Massey.Iulie M. Ds ka,joky or severaliv in the City of Addison .State of_ Texas its true and lawful Agent(s)and Attorney(s)in Fact,with full power and authority hereby conferred,to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds and undertakings in an amount not to exceed Twesnty FlveMillioa Dollars ( S25".000.00 )for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of a Resolution adopted by the Board of Directors of each such corporation,and is now in force,to-wit: "All bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board -Pft of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds,policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The Oak signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Vice_president with its corporate seal affixed this 5th day of October 2017 . ♦,,,,"nu,,,,, �y„a,u,uq�, RLI Insurance Company a�%0 AND 2%, Contractors Bonding and Insurance Company SEAL '�_ = . SEAL Barton W.Davis Vice President State of Illinois l ''N,,,"y!"°,",tea` ''!�N pN0; �� } County of Peoria ))) SS CERTIFICATE On this 5th day of Q,lWr 2017 ,before me,a Notary Public, I, the undersigned officer of RLI Insurance Company and/or personally appeared Barton W. Davis . who being by me duly sworn, Contractors Bonding and Insurance Company, do hereby certify acknowledged that he signed the above Power of Attorney as the aforesaid that the attached Power of Attorney is in full force and effect and is officer of the RLI Insurance Company and/or Contractors Bonding and irrevocable; and furthermore, that the Resolution of the Company as Insurance Company and acknowledged said instrument to be the voluntary set forth in the Power of Attorney, is now in force. In testimony act and deed of said corporation. whereof, I have hereunto set my hand and the seal of the RLI losurance Com d/or CootxaeM Bonding and Gnnnnee Cowpaay this of �)(� By: t RLI Insurance mpany /o Gretchen L.Johnigk _r Notary Public Contractors Bonding and Insurance Company GRETC HEN L JOHNIGK . w 'OFFICIAL SEAQ.' By; C O My CommkWon Eros May 26 2020 Jean M tephenson Corporate Secretary 1269240020212 A0058817 004337 VENDOR COMPLIANCE TO STATE LAW Pape 8 of 8 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of .`3swt, Try or e131- our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. C1 BIDDER: Cole Construction Inc. By: Kenneth L Tho e 10315 Alta Vista Rd. ure Fort Worth Texas 76244 rresident Ti e: Date: leel-�f END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110827 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Bidders are not required to be prequalified for paviniz. Hand placed concrete is 5 permitted. 6 7 , l 8 s8tAtAVAR44 fq;:the w@fk t"@(q) listed with their-Bid. Afty eea#aeteff-Aff.suh-ee-a-4-Reteff.mmh-e- is; 9 , Bidder- 10 . 11 12 13 ffin—alysis of the Thig ififefalmien M130#be so b-M-44ed seven(;E) da�s prior- 14 , a eenuavater.wishifig to Submit bids An 15 16 ' _ 17 , 18 . 19 0} 20 (2) 21 ( } 22 (4) Statement of Retained 9 23 (45} , 24 l ' 25 , LLC 26 Regula4iaas, 27 . 28 0} ' 29 30 31 following web addEess www.wiade— afid A-41-1- A-1-It fib-6-9, 32 . 33 (24 ' 34 ( } ThePUNS fmfnbeF as issued by Dun&Bmad-st-Fee-t. This numbei: 35 is used by the fit}-€er required r-epoi4ing on Federal id pr-e:eetsThe P;WS: 36at 37 38 39 seepe of the work peffemed 40 0- 0-t--haff isa-fe-m-84ion as requested by the City- 41 42 3: PFequalifiention Requirements 43 a- 44 auseAff-d—AlRee 4.A.4-th the following-.- 45 0} -- 46 . CITY OF FORT WORTH FTW Meacham Admin,Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 Addendum No.2 0045 11-2 BIDDERS PREQUALIFICATIONS -. Page 2 of 3 1 QI) ,the must be"dited or-iwiewed 2 by an ifidepefidefi4, 3 4 5 the State of Te*aS be Pr-Opefly h6efflOd OF r-egirAef:ed%ith the Texas State 6 7 ( ) 8 , eer-pefmien, or-limited liability eempaay. 9 (4) Fina-mial Statements ffFast be presented in at the euffeat ra4e 10 of ewheAge of the Ralaw-we Sheet as 11 12 . 13 ( ThA ARARMAUM ' 14 15 16fim's AP in 17 , or-(2) e*pFess a qualified 18 . '. 19 (7 The!'':r....e a e..the«...l,r to r-e o o sWe.. eal at any time. 20 , 21 22 , 23 (4) The City Will d0tORPlifte a 80H#Mt0F'S 24 A--f eantEarats. Bidding eapaeity is detefmined by multip4yifig the 25 — 26 liabilities)by„ faster-o f 10. Only these statements«e4vetiag., pe 27 �. 28 . 29 (44) 30 sta4emeat is being pfepafed, the pr-eNileeus;I-AW-A-m-A-4-14 Shall be UpEkt0d With 31 eF�� 32 33 _ 34 eligible te hid An all elasses of eeastsietkm 35 . 36 0} ,the aetMiefi of 37 « 38 (24 39 ( ) 40 41 42 , 43 44 . 45 46 4. EligibRity to BW 47 ; ' 48 , or-modify my pr-equalifieation fqr-failufo by the 49 . 50 E- . CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 Addendum No.2 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 , 2 3 4 5 6 7 - 8 END OF SECTION 9 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 Addendum No.2 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 101239. Contractor further certifies that,pursuant to Texas Labor Code, Section 6 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 �L� _Zti StiST`- �Y1L By: fs to 12 Company (Please Print) 13 c l� 14 Signatee. 15 Address �. 16 ,ff � 17 EG23it5al: tl�S,A I !•6 Title:Chic h is ni5A- ---". 18 City/Stat ip —7' j 7� (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFO M e 4dersigned authority,on this day personally appeared 26 / � r �--- ,known to me to be the person whose name is 27 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as 28 the act and deed of for the purposes and 29 consideration therein expressed and in the capacity therein stated. y 30 31 GI ER MY HAND AND SEAL OF OFFICE this 9 day of 32 � 201k 33 34 35 EILEEN BANKE 36 j MY Ca,linission Expires Notary Public in and for the State of Texas April 14,2019 37 38 END OF SECTION 39 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 004540-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 5 applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 9 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 10 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 11 12 MBE PROJECT GOALS 13 The City's MBE goal on this project is 15% of the total bid value of the contract (Base bid applies to 14 Parks and Community Services). 15 16 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 17 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 21 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 22 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 23 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 24 3. Good Faith Effort documentation, or; 25 4. Prime Waiver documentation. 26 27 SUBMITTAL OF REQUIRED DOCUMENTATION 28 The applicable documents must be received by the Purchasing Division, within the following times 29 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror s(udl - 30 deliver the MBE documentation in person to the appropriate employee of the purchasing division #ad 31 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in tNe 32 titles allocated. A faxed xndlor emailed copy will not be 33 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 7 Any Questions,Please Contact The NIMBE Office at(817) 212-2674. 8 END OF SECTION 9 ' 10 11 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised June 9,2015 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 2 1 SECTION 00 45 41 ' 2 SMALL BUSINESS ENTERPRISE GOAL 3 4 f k dgeiiwent into be po-i ted on9k>lE"papeF in itsfinal fer-N} 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is 7 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small 11 Business Enterprises (SBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 _ 14 SBE PROJECT GOAL 15 The City's SBE goal on this project is -4nse,-r ^r-ejeet goal of the base bid (Base 16 bid applies to Parks and Community Services). 17 18 Note: If both MBE and SBE subcontracting goals are established for this project, then an 19 Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed 20 responsive. 21 22 COMPLIANCE TO BID SPECIFICATIONS 23 On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required v. 24 to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the 25 following: 26 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation,or _ 27 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation, or 28 3. Good Faith Effort documentation, or; 29 4. Prime Waiver documentation. 30 31 SUBMITTAL OF REQUIRED DOCUMENTATION 32 The applicable documents must be received by the Purchase Division, within the following times 33 allocated, in order for the entire bid to be considered responsive to the specifications. The am 34 sil t deliver the SBE documentation in person to the appropriate employee of the pwWwaing 35 division and obtain a date/time receipt. Such receipt shall be evidence that the City received 36 docamatedon in the time allocated. A faxed and/or emailed aW will not be act 1. Subcontractor Utilization Form,if goal is received no later than 2:00 p.m., on the second City business met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business Utilization Form,if participation is less than days after the bid opening date, exclusive of the bid opening statedgoal: date. 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business R Utilization Form,if no MBE participation: days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if firm received no later than 2:00 p.m.,on the second City business will perform all subcontracting/supplier work: days after the bid opening date, exclusive of the bid opening date. CITY OF FORT WORTH Pliase'Ff W Meacham Admin.Parking improv STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.W 15:7101239AC Revised June 9,2015 004541-2 SMALL BUSINESS ENTERPRISE GOAL Page 2 of 2 L 5. Joint Venture Form,if goal is met or received no later than 2:00 p.m.,on the second City business exceeded: days after the bid opening date,exclusive of the bid opening date. 2 3 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE 4 ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO 5 SPECIFICATIONS. 6 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN 7 THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL 8 RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. 9 THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A 10 DISQUALIFICATION PERIOD OF THREE YEARS. 11 Any questions,please contact the N4/WBE Office at(817) 212-2674 12 13 END OF SECTION CITY OF FORT WORTH "leea6en Phase'FTW lvleacham Admin.Parkin:Impro\ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.8:11&"F1012390 Revised June 9,2015 005243-1 Agreement Page I of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on lvAv_ Z,( " 2013 is made by and between the City of Forth 4 Worth, a Texas home rule municipals', acting by and through its duly authorized City Manager, 5 ("City„), and (alt ( 0A&h1cT�'�A. Int- -6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Meacham Admin. Parking Improvements 17 Project No. 101239 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount,in current funds,of fy,i, 1}„Nar�� TutkV but ��� C,ero"pollars 21 ($ q Z-7, 6??2, 00 ). _. 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 90 calendar days after the date 25 when the Contract Time commences to run, as provided in Paragraph 2.03 of the General 26 Conditions, plus any extension thereof allowed in accordance with Article 12 of the 27 General Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also _ 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for _ 35 delay (but not as a penalty), Contractor shall pay City Seven Hundred Fifty Dollars 36 ($750.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised 11.15.17 005243-2 Agreement Page 2 of 5 38 Article 5. CONTRACT DOCUMENTS - 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 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non-Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents (project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Form 57 3. General Conditions. 58 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 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued,become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. - 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6. INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of, the work and services to be performed 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the damages being 79 sought were caused, in whole or in part,by any act, omission or negligence of the city. 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs,expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised 11.15.17 005243-3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city,its officers,servants and employees, from and against any and all loss,damage 86 or destruction of property of the city, arising out of, or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification 89 provision is specifically intended to operate and be effective even if it is alleged or 90 proven that all or some of the damages being sought were caused, in whole or in part, 91 by any act,omission or negligence of the city. 92 93 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 party 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. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised 11.15.17 005243-4 Agreement Page 4 of 5 122 The terms "boycott Israel" and"company" shall have the meanings ascribed to those terms _ 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor. (1) does not boycott Israel, and(2) will not boycott Israel during the term of 126 the contract 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form(I-9). Upon request by City, Contractor shall provide City with copies of 132 all I-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third-Party Beneficiaries. t- 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third-party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other -- 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised 11.15.17 005243-5 Agreement Page 5 of 5 166 167 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 168 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 169 Date"). 170 Contra tit: r City of Fort Worth Fernando Costa By: Assistant City Manager nature) � Date -7/19/15 � Attest: ]' (Printe Name) City Sec etary •- ' Title: / ��� (Seal) =' I Address: M&C Z)7`l8XA': la Date: /Z6 IZOQ9 Form 1295 No. C04- 34/P l City/State/Zip: Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and Date administration of this contract, including ensuring all performance and reporting re uirements. A ' Dakota Shaw Airport Project Coordinator _. Approved as to Form and Legality: Assistant City Attorney 171 ADDDOVAT172 DECOM IFE-lNDED: 173 174 175 Wi iam elstea 176 DIRECTOR, 177 Aviation 178 OFFICIAL RECORD CITY SECRETARY CITY OF FORT WORTH [RT�nqaVAI RdMAiRkin Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS _ _. _._Pro ct No.101239 Revised 11.15.17 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 2 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2018-361304 Cole Construction, Inc. Fort Worth,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for 7WRich the form is 05/30/2018 being filed. City Of Fort Worth Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. 101239 Meacham Administration Parking Improvements Nature of interest 4 Name of Interested Parry City,State,Country(place of business) (check applicable) Controlling I Intermediary Cole Construction, Inc. FORT WORTH,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION 7b0cn My name is�� (� -e and my date of birth is 12 / 13 / 5 3 My address is (street) (City) (state) (Zip 00de) ( try) I declare under penalty of ury that the foregoing is true and correct. R Executed in= � �' County, State of_�x�' �� —on the day of 20 ( ) (Year) Signature of authorized allent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.5523 006113-1 PERFORMANCE BOND Page 1 of 2 Bond#0435187 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Cole Construction, Inc. known as 9 "Principal'herein and RLI Insurance Company , a corporate 10 surety(sureties, if more than one)duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas,knoTTwn as "City"herein, in the penal 13 sumof,Four Hundred Twenty Seven ThousandSevent:bollacs& 00/100 i 14 ($ 427,072.00 ), lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 16 ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally, 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the Zb day of_ 1v rxc ,201 __„which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as Meacham Admin. Parking 23 Improvements, Project No. 101239. 24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders,under the Contract,according to the plans, 27 specifications, and contract documents therein referred to,and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 31 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 32 Worth Division. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended,and all liabilities on this bond shall be determined in 3 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 2b day of JM¢- 6 ,20 )b . 7 PRINCIPAL: 8 Cole Construction Inc 9 10 ZIP 11 BY: 12 Signature 13 A 14 151&0 �� � 16 (Pifficipa,11 Secretary Name and Title 17 18 Address: 10315 Alta Vista Road 19 20 Fort Worth, TX 76244 21 -- 22es, s, Principal 23 SURE i r 24 RLI Insurance Comp 25 26 27 BY:- 28 Y:_28 tore 29 30 Jack M Crowley, Attorney in Fact 31 Name and Tit 32 33 Address: 15305 Dallas Parkway, 41100 it 34 35� Addison, TX 75001 36 37 itness as to Surety Telephone Number: 972-385-9800 38 39 40 �. 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 0061 14-1 PAYMENT BOND Page 1 of 2 Bond#0435187 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Cole Construction, Inc. known as 9 "Principal" herein, and RLI Inusrance Company , a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City"herein, 13 in the penal sum of Four Hundred Twenty Seven THousand SeventyDT0azs& 00/100 14 ($427,072-00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 _day of V%&,L, , 20 I B , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as Meacham Admin. Parking Improvements Project No. 23 101239. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. CITY OF FORT WORTH FfW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised July 1,2011 006114-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the —�— day of 3 ./y A G ,2011_. 4 PRINCIPAL: Cole Construction, Inc. s� 14/ A 1.1 E-T' BY: w � attire 1 :nn7c�ihl)7Se etary Name and Tit e Address: 10315 Alta Vista Road u - Fort Worth, TX 76244 Wi e"ss Xto ncipal SURETY.- RLI URETY:RLI Insurance Compa ATTEST: BY: APO, ~` Si re Jack M Crowley, Attorney in Fact urety) Secr ary Name and Title - Address: 15305 Dallas Parkway, #1100 Addison, TX 75001 qW ess as to Surety Telephone Number: 972-385-9800 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address,both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 006119-1 MAINTENANCE BOND Page I of 3 Bond#0435187 i 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Cole Construction, Inc. known as 9 "Principal'herein and RLLT Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas,known as "City"herein, 13 in the sum of Four Hundred Twenty Seven THousandSeveDnoty_a'Sao & 00/100 14 ($ 427,072.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County,Texas, for payment of which sum well and truly be made unto the City and its 16 successors,we bind ourselves, our heirs,executors, administrators, successors and assigns,jointly 17 and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the ?6 day of_ wN L , 20�,which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 22 materials,equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order(collectively herein, 24 the"Work") as provided for in said contract and designated as Meacham Admin. Parking 25 Improvements,Project Number 101239; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2) years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 31 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. s CITY OF FORT WORTH FTW Meacham Admin.Panting Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 7c day of Jvvi L 3 20-Lo . 4 5 PR TN('TPAT 6 Co Construction, Inc. 7 8 9 BY: 10 tgnatur 11 A 12 13 14 (Priv ipal) Secretary Name and Title 15 16 Address: 10315 Alta Vista Road 17 18 -- Fort Worth, TX 76244 19 20 r essXfirmcipal 21 SURETY: 22 RLI Insurance Compa } 23 24 25 BY:_ 26 Sighature 27 28 Jack M Crowley, Attorney in Fact 29 ATT ST: Name and Title 30 31 Address: 15305 Dallas Parkway, #1100 32 ( ety)Secrethyl 33ison, TX 75OUl 34 35 itness as to Surety Telephone Number: 972-385-9800 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 10 123 9 Revised July 1,2011 POWER OF ATTORNEY RLI Insurance Company Contractors Bonding and Insurance Company 9025 N.Lindbergh Dr. Peoria,IL 61615 Phone: 800-645-2402 Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together,the"Company")do hereby make,constitute and appoint: Jack M.Crowley.Steven Foster,Jennifer J SalinasTonie Petranek Deborah English Luke J Nolan Jr Daphne Massey.Julie M ker j icy or severally in the City of Addison .State of Texas its true and lawful Agent(s)and Attorney(s) in Fact,with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general,any and all — bonds and undertakings in an amount not to exceed Twenty Five Million Dollars ( $25.000.000.00 1 for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of a Resolution adopted by the Board of Directors of each such corporation,and is now in force,to-wit: "All bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds,policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Vice President with its corporate seal affixed this Sth day of — October 2017 . � � RLI Insurance Company \0oao�acANO.,,ysJPpNCE p�;� Contractors Bonding and Insurance Company .n C� =� SEAL . SEAL . By: - a Barton W.Davis Vice President oJ, Yz State of Illinois l uNOII °'o„<��Np�`?.•�`°� } SS County of Peoria ))) CERTIFICATE On this 5th—day of October 2017 before me,a Notary Public, I, the undersigned officer of RLI Insurance Company and/or personally appeared Barton W. Davis who being by me duly sworn, Contractors Bonding and Insurance Company, do hereby certify acknowledged that he signed the above Power of Attorney as the aforesaid that the attached Power of Attorney is in full force and effect and is officer of the RLI Insurance Company and/or Contractors Bonding and irrevocable; and furthermore, that the Resolution of the Company as Insurance Company and acknowledged said instrument to be the voluntary set forth in the Power of Attorney, is now in force. In testimony act and deed of said corporation. whereof, I have hereunto set my hand and the seal of the RLI Insurance Company and/or Contractors Bonding and Insurance r,�,�,llAAs Company this day of By: t/'IAM. � �7Gr RLI Insurance Company Gretchen L.Johnigk Notary Public Contractors Bonding and Insurance Company GRETCHEN L JOHNIGK a�eic 'OFFICUILSEAL” `.oma" IIS By. STATE OF nuNos Mr �a Jean M tephenson tiav zs,zozo Corporate Secretary 4169140010111 A0058817 e RLIRLI LakeCarolyn Pkwy, TEXAS COMPLAINT NOTICE 909 Lake Carolyn Pkwy,Ste 800 Irving TX 75039 Phone:972-241-7737 Fax:972-241-6225 IMPORTANT NOTICE To obtain information or make a complaint: You may call RLI Insurance Company 's toll free telephone number for information or to [Hake a complaint at 800-483-9754 w You may also write to RLI Insurance Company at: 909 Lake Carolyn Parkway,Suite 800 Irving,TX 75039 FAX# 972-241-6225 dw You may contact the Texas Department of Insurance to obtain information on companies,coverages,rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance P.O.Box 149104 Austin,TX 78714-9104 FAX# (512)475-1771 Web:httn://www.tdi.state.tx.us E-mail:ConsumerProtectionntdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim,you should contact RLI Insurance Company first If the dispute is not resolved,you may contact the Texas Department of Insurance. w� ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. i �1 M4261907 006125-1 CERTIFICATE OF INSURANCE .. Page 1 of 1 l SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 .� 5 6 7 8 9 10 11 12 y 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 ' r Page 1 of 2 CORO® DATE(MM/DD/YYYY) A CC) CERTIFICATE OF LIABILITY INSURANCE 07/06/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Willis of Texas, Inc. PHONE1-877-945-7378 FAX No : 1-888-467-2378 c/o 26 Century BlvdIAICNo. .Ext1 E-MAIL certificates@willis.com P.O. Box 305191 ADDRESS: _ Nashville, TN 372305191 USA INSURER(S) AFFORDING COVERAGE NAICp INSURERA: Employers Mutual Casualty Company 21415 INSURED INSURERS: Texas Mutual Insurance Company 22945 Cole Construction, Inc. - -- 10315 Alta Vista Road INSURER Keller, TX 76248 INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:W6869783 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDOLICY LTR /YYYY /Y MMIDDYYY LIMITS X I COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 DAMAGE TO-RENTED- CLAIMS-MADE ENTEDCLAIMS-MADE X OCCUR PREMISES Ea occu7enceL_ $ 500,000 T I+ I MED EXP(Any one person) $ 10,000_ — Y Y 5D2-38-02-18 09/01/2017 09/01/2018 1,000,000 PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER. GENERALAGGREGATE S 2,000,000 POLICY RO- jE LOC PRODUCTS-COMP/OP AGG S 2,000,000 I OTHER i i I S COMBINED SINGLE LIMIT S 1,000,000 AUTOMOBILE LIABILITY Ea accident BO[V V I'NJU'RY Y Y 5E2-38-02-18 09/01/2017 09/O1/2(i18 BUC�Lti INJURY(Per accident) 5 AUI OS ONLY AUTOS HIRED NON-OWNED �PERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident S X A UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 5,000,000 EXCESS LIAB CLAIMS-MADE Y Y 5J2-38-02-18 09/01/2017 09/01/2018 AGGREGATE _ S 5,000,000 DED I X I RETENTIONS 10,000 iS WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ERR B �ANY ROPRIETORIPARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT 5 1,000,000 OFFICER/MEMBEREXCLUDED7 NO N/A Y TSF-0001062730 09/01/2017 09/01/2018 - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES ( 101,Additional Remarks Schedule,may be attached H more space is required) Named Insured includes: dba Sprinkle IN Sprout; Ray White Road Outside Storage; Sprinkle IN Sprout Irrigation/Landscape Project: Forth Worth Meacham International Airport CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth AUTHORIZED REPRESENTATIVE 201 American Concourse Suite 301 Fort Worth, TR 76106 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SR rD: 16420654 BATCH: 777426 AGENCY CUSTOMER ID: LOC#: �1 AC"Ro ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED Willis of Texas, Inc. Cole Construction, Inc. 10315 Alta Vista Road POLICY NUMBER Keller, TX 76248 See Page 1 CARRIER NAIC CODE See Page 1 See Page 1 EFFECTIVE DATE: See Page 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Meacham Admin Parking Improvements City Project No. 101239 City of Fort Worth is an Additional Insured on the General Liability, Auto Liability, and Umbrella/Excess policies when required by contract. Waiver of subrogation is in favor of the City of Fort Worth on the General Liability, Auto Liability, Umbrella/Excess Liability, and Workers Compensation policies, as permitted by law. Excess liability follows form of the primary coverage. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SR ID: 16420654 BATcR: 7T7426 CERT: W6869783 i COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTO ELITE EXTENSION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The BUSINESS AUTO COVERAGE FORM is amended to include the following clarifications and extensions cf coverage.With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. TEMPORARY SUBSTITUTE AUTO PHYSICAL Paragraph°• S.b. of the Other Insurance DAMAGE Condition in the Business Auto Coverage Form Section 1 — Covered Autos Paragraph C. Certain is replaced by the following: Trailers, Mobile Equipment, and Temporary For Hired Auto Physical Damage Coverage,the Substitute Autos is amended by adding the following are deemed to be covered "autos" following: you own: If Physical Damage Coverage is provided by this a. Any covered "auto"you lease, hire, rent or coverage form for an"auto"you own, the Physical borrow; and Damage Coverages provided for that owned "auto" are extended to any "auto" you do not own b. Any covered "auto"hired or rented by your while used with the permission of its owner as a "employee" under a contract in an temporary substitute for the covered "auto" you "employee's" name, with your permission, own that is out of service because of breakdown, while performing duties related to the repair, servicing,"loss"or destruction. conduct of your business. The coverage provided is the same as the However, any"auto"that is leased, hired, rented or coverage provided for the vehicle being replaced. bo,iowcd w.-w, a driver is not a covered"auto". BLANKET ADDITIONAL INSURED E. NEWLY FORMED OR ACQUIRED O*onB. Section II — Liability Coverage, A.1. Who Is An ORGANQATIONS Insured is amended by adding the following: Section II — Liability Coverage, A.1. Who Is An Any person or organization who is a party to a Insured is amended by adding the foliowing- written agreement or contract with you in which you Any organization which you acquire or form after agree to provide the type of insurance afforded the effective date of this policy in which you under this Business Auto Coverage Form. maintain ownership or majority interest.However. This provision applies to claims for'bodily injury" or (1) Coverage under this provision is afforded only "property damage"which occur after the execution up to 180.days after you acquire or form the of any written agreement or contract. organization, or to the end of the policy period, C. EMPLOYEES AS INSUREDS whichever is earlier. (2) Any organization you acquire or form will not be The following is added to the Section it—Liability considered an"insured°if: Coverage, Paragraph A.I. Who Is An Insured Provision: (a) The organization is a partnership or a joint Any"employee"of yours is an"insured"while using venture; or a covered "auto" you don't own, hire or borrow in (b) That organization is covered under other your business or your personal affairs, similar insurance. D. EMPLOYEE HIRED AUTOS (3) Coverage under this provision does not apply 1. Changes In Covered Autos Liability Coverage to any claim for "bodily injury" or "property damage" resulting from an accident" that The following is added to the Who Is An occurred before you formed or acquired the Insured Provision: organization. An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. 2. Changes In General Conditions CA7450(11-14) Includes copyrighted material of ISO Properties,Inc,with its permission. Page 1 of F. SUBSIDIARIES AS INSUREDS K. TRANSPORTATION EXPENSES Section 11 — Liability Coverage, A.I. Who Is An Section III — physical Damage Coverage, A.4. Insured is amended by adding the following: Coverage Extensions Subparagraph a. Any legally incorporated subsidiary in which you Transportation Expenses is replaced by the own more than 50% of the voting stock on the following: effective date of this policy. However, "insured" (1) We will pay up to$75 per day to a maximum of does not include any subsidiary that is an "insured' $2,500 for temporary transportation expense under any other automobile liability policy or was an incurred by you because of the total theft of a 'insured' under such a policy but for termination of covered "auto' of the private passenger type. that policy or the exhaustion of the policy's limitssf� We will pay only for those covered "autos' for liability. which you can either Comprehensive or G. SUPPLEMENTARY PAYMENTS Specified Cause Of Loss Coverage. We will pay for temporary transportation expenses Section II — Liability Coverage, A.2.a. Coverage incurred during the period beginning 48 hours Extensions, Supplementary Payments (2) and after the theft and ending, regardless of the (4)are replaced by the following: policy's expirations,when the covered "auto' is (2) Up to $5,000 for cost of bail bonds (including returned to use or we pay for its"loss'. bonds for related traffic law violations) required (2) If the temporary transportation expenses you because of an 'accident" we cover. We do not incur arise from your rental of an "auto" of the have to furnish these bonds. private passenger type, the most we will pay is (4) All reasonable expenses incurred by the the amount it costs to rent an "auto" of the "insured" at our request, including actual loss of private passenger type which is of the same earnings up to $500 a day because of time off like kind and quality as the stolen covered from work. °auto'. H. FELLOW EMPLOYEE COVERAGE L. AUDIO, VISUAL, AND DATA ELECTRONIC in those jurisdictions where, by law, fellow EQUIPMENT COVERAGE ADDED LIMITS employees are not entitled to the protection Audio, Visual, And Data Electronic Equipment afforded to the employer by workers compensation Coverage Added Limits of$5,000 Per"Loss" are in exclusivity rule, or similar protection. The following addition to the sublimit in Paragraph CA.b. of the provision is added: Limits Of Insurance provision under Section III — Subparagraph S. of Paragraph B. Fxclusioas in Physical Damage Coverage. Section II Liability Coverage does not apply if the M. HIRED AUTO PHYSICAL DAMAGE "bodily injury" results from the use of a covered Section III — Physical Damage Coverage, A.4. "auto"you own or hire. Coverage Extensions is amended by adding the I. TOWING following: Section III — Physical Damage Coverage, A.2. if hired "autos` are covered "autos' for Liability Towing is replaced with the following: Coverage, and if Comprehensive, Specified Causes of Loss, or Collision coverage is provided subject will pay for towing and labor costs incurred, for any 'auto" you own, then the Physical Damage subject to the following: for provided are extended to "autos" you a. Up to $100 each time a covered "auto' of the hire, subject to the following limit and deductible: private passenger type is disabled;or (1) The most we will pay for loss to any hired b. Up to $500 each time a covered `auto' other "auto" is the lesser of Actual Cash Value or than the private passenger type is disabled. Cost of Repair,minus the deductible. However, the labor must be performed at the place (2) The deductible will be equal to the largest of disablement. deductible applicable to any owned "auto" for J LOCKSMITH SERVICES that coverage. No deductible applies to 'loss" Section II] — Physical Damage Coverage, A.4. caused by fire or lightning. Coverage Extensions is amended by adding the (3) Subject to the above limit and deductible following: provisions, we will provide coverage equal to We will pay up to $250 per occurrence for the broadest coverage applicable to any necessary locksmith services for keys locked inside covered"auto'you own. a covered private passenger "auto". The We will pay up to$1,000, in addition to the limit deductible is waived for these services. above, for loss of use of a hired auto to a leasing or rental concern for a monetary loss sustained, provided it results from an"accident" for which you are legally liable. CA7455,11-14) includes copyrighted material of ISO Properties,Inc with its permission. Page 2 of 4 N. AUTO LOAN OR LEASE COVERAGE 4 EXTRA EXPENSE FOR STOLEN AUTO Section III — Physical Damage Coverage Section III — Physical Damage Coverage, A.4. Paragraph A.4. Coverage Extensions is amended Coverage Extensions is amended by adding the by the addition of the following: following.- In ollowing:In the event of a total "loss" to a covered "auto" We will pay up to $1,000 for the expense incurred which is covered under this policy for returning a stolen covered "auto" to you because of Comprehensive, Specified Cause of Loss, or the total theft of such covered "auto". Coverage Collision coverage, we will pay any unpaid amount applies only to those covered "autos" for which you due, including up to a maximum of $500 for early carry Comprehensive or Specified Causes Of Loss termination fees or penalties, on the lease or loan Coverage. for a covered "auto", less: R. RENTAL REIMBURSEMENT I. The amount paid under the Physical Damage Section Ill — Physical Damage Coverage, A.4. Coverage Section of the policy; and Coverage Extensions is amended by adding the 2 Any: following: a. Overdue leasefloan payments at the time t f• This coverage applies only to a covered"auto"for of the"loss"; which Physical Damage Coverage is provided on this policy. b. Financial penalties imposed under a lease 2, We will pay for rental reimtrtrsement expenses for excessive use, abnormal wear and tear incurred by you for the rental of an "auto" or high mileage; because of"loss" to a covered "auto". Payment c. Security deposits not returned by the applies in addition to the otherwise applicable lessor, amount of each coverage you have on a covered d. Costs for extended warranties, Credit Life "auto".No deductibles apply to this coverage. Insurance, Health, Accident or Disability 3. We will pay only for those expenses incurred Insurance purchased with the loan or lease; during the policy period beginning 24 hours and after the "loss" and ending, regardless of the e. Carry-over balances from previous loans or policy's expiration, with the lesser of the leases. following number of days. Coverage does not apply to any unpaid amount a. The number of days reasonably required to due on a loan for which the ^avered"auto"is not repair or replace the covered "auto". If the sole collateral. "loss" is caused by theft, this number of days is added to the number of days it O. PERSONAL PROPERTY OF OTHERS takes to locate the covered "auto" and Section III — Physical Damage Coverage, A.4. return it to you;or Coverage Extensions is amended by adding the b. 30 days. following: We will pay up to$500 for loss to personal property 4. Our payment is limited to the lesser of the of others in or on your covered"auto." following amounts: This coverage applies only in the event of"loss" to a. Necessary and actual expenses incurred; x or your covered "auto" caused by fire, lightning, explosion, theft, mischief or vandalism,the covered b. $75 per day, subject to a$2,250 limit .auto's" collision with another object, or the covered 5. This coverage does not apply white there are "auto's"overturn. spare or reserve "autos" available to you for No deductibles apply to this coverage. your operations. P. PERSONAL EFFECTS COVERAGE 6. If"loss"results from the total theft of a covered Section III — Physical Damage Coverage, A.4. "auto" of the private passenger type, vde will Coverage Extensions is amended by adding the Pay under this coverage only that amount of following: your rental reimbursement expenses which is We v41E a u to $500 for "loss" to our personal not already provided for under the Physical pay P Y P Damage — Transportation Expense Coverage effects not otherwise covered in the policy or, if you Extension included in this endorsement. are an individual, the personal effects of a family member, that is in the covered auto at the time of the 7. Coverage provided by this extension is excess "loss". over any other collectible insurance andlor For the purposes of this extension personal effects endorsement to this policy, means tangible property that is worn or carried by an insured including portable audio, visual, or electronic devices. Personal effects does not include tools, jewelry, guns, money and securities, or musical Instruments CA7453(11=4) Includes copyrighted material of ISO Properties,Inc.with its permission. Page 3 d 4 S. AIRBAG COVERAGE W. DUTIES IN THE EVENT OF ACCIDENT, CLAIM, Section III - Physical Damage Coverage, 13.3.a. SUIT,OR LOSS Exclusions is amended by adding the following: Section IV - Business Auto Conditions, A2. If you have purchased Comprehensive or Collision Duties In The Event Of Accident, Claim, Suit Or Coverage under this policy, the Loss is amended by adding the following: g p y exclusion relatingtto. mechanical breakdown does not apply to the Your obligation to notify us promptly of an "accident", accidental discharge of an airbag. claim, 'suit" or loss` is satisfied if you send us the T. NEW VEHICLE REPLACEMENT COST required notice as soon as practicable after your Insurance Administrator or anyone else designated by The folowing is added to Paragraph C. Limit Of you to be responsible for insurance matters is notified, Insurance of Section III - Physical Damage or in any manner made aware, of an"accident°,claim, Coverage "suit or loss"- In the event of a total"loss"to your new covered auto X WAIVER OF TRANSFER OF RIGHTS OF of the private passenger type or vehicle having a RECOVERY gross vehicle weight of 20,000 pounds or less, toIL bparagraph 5. of Paragraph A. Loss Conditions which this coverage applies, we will pay at your of Section IV Business Auto Conditions is deleted option in its entirety and replaced with the following. a. The verifiable new vehicle purchase price you Transfer Of Rights Of Recovery Against Others paid for your damaged vehicle, not including any To Ls insurance orwarranties. If any person or organization to or for whom we b. The purchase price, as negotiated by us, of a make payment under this Coverage Form has new vehicle of the same make, model, and rights to recover damages from another, those equipment, or most similar model available, not rights are transferred to us. That person or including any furnishings, parts,or equipment not organization must do everything necessary to installed by the manufacturer or their dealership. secure our rights and must do nothing after c. The market value of your damaged vehicle, not "accident"or'loss"to impair them. including any furnishings, parts,or equipment not However, we waive any right of recovery we may installed by the manufacturer or their dealership• have against any person, or organization with We will not pay for initiation or set up costs associated whom you have a written contract, agreement or with a loans or leases. permit executed prior to the"loss"that requires a For the purposes of this coverage extension a new waiver of recovery for paymen d made for covered auto is defined as an "auto"of which you are damages arising out of your operations done the original owner that has not been previously titled under contract with such person or organization. which you purchased less than 180 days prior to the Y. UNINTENTIONAL FAILURE TO DISCLOSE date of loss. EXPOSURES U. LOSS TO TWO OR MORE COVERED AUTOS Section IV - Business Auto Conditions, 13.2. FROM ONE ACCIDENT Concealment, Misrepresentation, Or Fraud is Section III - Physical Damage Coverage, 0, amended by adding the following: Deductible is amendec by adding the following: If you unintentionally fail to disclose any exposures If a Comprehensive, Specified Causes of Loss or existing at the inception date of this policy,we will not Collision Coverage loss'from one'accident'involves deny coverage under this Coverage Form solely two or more covered 'autos", only the highest because of such failure to disclose. However, this deductible applicable to those coverages will be provision does not affect our right to collect additional applied to the'accident. premium or exercise our right of cancellation or non- renewal- If the application of the highest deductible is less Z MENTAL ANGUISH favorable or more restrictive to the insured than the separate deductibles as applied in the standard form, Section V - Definitions, C. is replaced by the the standard deductibles will apply. following: This provision only applies if you carry "Bodily injury" means bodily injury, sickness or Comprehensive, Collision or Specified Causes of disease sustained by a person, including mental Loss Coverage for those vehicles, and does not anguish or death resulting from bodily injury,sickness extend coverage to any covered'autos"for which you or disease. do not cant'such coverage. AA. LIBERALIZATION V. WAIVER OF DEDUCTIBLE -GLASS REPAIR OR If we revise this endorsement to provide greater REPLACEMENT e- - coverage without additional premium charge, we will Section III - Physical Damage Coverage, D. automatically provide the additional coverage to all Deductible is amended by adding the following: endorsement holders as of the day the revision is If a Comprehensive Coverage deductible is shown in effective in your state. the Declarations it does not apply to the cost of repairing or replacing damaged glass. CA745D(11-14) Includes copyrighted material of ISO Properties,Inc.wkh its permission. Fage 4 of 4 COMMERCIAL AUTO AUTOMOBILE BURGLARY AND THEFT PREVENTION AUTHORITY NOTICE: The Automobile Burglary and Theft Prevention Authority fee is payable in addition to the premium due under this policy.This fee reimburses the insurer,as permitted by 28 TAC§5.205,for the$2.00 fee per motor vehicle year required to be paid to the Automobile Burglary and Theft J:remontion Authority.-under Texas Civil Statutes,Article 4413(37),§10,which was effective on June 6, 1991, and revised effective September 1,2011. CA8145(9-11) Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION CONTRACT OR AGREEMENT INCLUDING COMPLETED OPERATIONS - PRIMARY AND NONCONTRIBUTORY This endorsement modifies the insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM A. Section II — Who Is An Insured is amended to surveys, field orders, change orders or drawings include as an additional insured: and specifications; or 1. Any person or organization for whom you are b. Supervisory, inspection, architectural or performing operations when you and such engineering activities. person or organization have agreed in writing in This exclusion applies even if the claims against a contract or agreement that such person or any insured allege negligence or other wrongdoing organization be added as an additional insured in the supervision, hiring, employment, training or on your policy; and monitoring of others by the insured, if the 2. Any other person or organization you are "occurrence" which caused the "bodily injury" or required to add as an additional insured under "property damage", or the offense which caused the the contract or agreement described in "personal and advertising injury", involved the Paragraph 1. above. rendering of, or the failure to render, any Such person(s) or organization(s) is an additional professional architectural, engineering or surveying insured only with respect to liability for "bodily services. injury", "property damage" or "personal and C. With respect to the insurance afforded to these advertising injury' caused, in whole or in part, by: additional insureds, the following is added to a. Your acts or omissions; or Section III— Limits Of Insurance: b. The acts or omissions of those acting on The most we will pay on behalf of the additional your behalf; insured is the amount of insurance: in the performance of: 1. Required by the contract or agreement a. your ongoing operations for the additional described in Paragraph A.1.; or insured; or 2. Available under the applicable Limits of Insurance shown in the Declarations; b. "Your work" for the additional insured and whichever is less. included in the "products — completed operations hazard". This endorsement shall not increase the applicable However, the insurance afforded to such additional Limits of Insurance shown in the Declarations. insured described above: D. The following is added to the Other Insurance a. Only applies to the extent permitted by law; Condition and supersedes any provision to the and contrary: b. Will not be broader than that which you are Primary and Noncontributory Insurance required by the contract or agreement to This insurance is primary to and will not seek provide for such additional insured. contribution from any other insurance available to B. With respect to the insurance afforded to these an additional insured under your policy provided additional insureds, the following additional that: exclusion applies: (1) The additional insured is a Named Insured This insurance does not apply to "bodily injury," under such other insurance; and "property damage" and "personal and advertising (2) You have agreed in writing in a contract or injury" arising out of the rendering of, or the failure agreement that this insurance would be primary to render, any professional architectural, and would not seek contribution from any other engineering or surveying services including: insurance available to the additional insured. a. The preparing, approving, or failing to prepare E. All other terms and conditions of this policy remain or approve maps, shop drawings, opinions, reports, unchanged. CG7174.3(10-13) Includes copyrighted material of ISO Properties,Inc.with its permission. Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET WAIVER OF SUBROGATION WHEN REQUIRED IN A WRITTEN CONTRACT OR AGREEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL,LIABILITY COVERAGE FORM The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV—Conditions: We waive any right of recovery we may have against any person or organization against whom you have agreed to waive such right of recovery in a written contract or agreement because of payments we make for injury or damage arising out of your ongoing operations or "your wW done under a contract with that person or organization and included in the"products-completed operations hazard'. CG7555(10.13) Includes copyrighted material of ISO Properties,Inc with its permission. Page 1 of 1 Texasmutuar Insurance Company WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Agent Copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT 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. ( ) Specific Waiver Name of person or organization { X ) Blanket Vvaiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: INCLUDED, SEE INFORMATION PAGE, This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (Tne following"attaching--'ause'need be completed only when this endorsement is Issued subsequent to preparation of the policy.) This endorsement,effective on 09/0112016 at 12:01 a.m.standard time,forms a part of, Policy No.0001062730 of Texas Mutual Insurance Company effective on 09/01/2016 Issued to: COLE CONSTRUCTION INC Premium: $3,664.00 Authorized Representative NCCI Carrier Code:29939 -38!24120'1 s PO Box 12058, Austin,TX 78711-2058 1 of 1 (800)859-5995 1 Fax(800)359-0650 1 texasmutual.com WC 42 03 04 B ■ STANDARD GENERAL CONDITIONS - OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 —Contract Documents: Intent, Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 } 3.02 Reference Standards.............................. .....................9 ................................................................... 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................l l Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5—Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance,Payment, 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........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn=yZ 2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services,Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 .� 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 *■ 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 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 Manager ............................................................................................................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 SPECIFICATION DOCUMENTS Revision:Febrwy 2,2016 i Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances;Unit Price Work; Plans Quantity Measurement......................41 ,. 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time............................ ,. 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 Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 " 14.06 Final Acceptance....................................... 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ,,,, Revision:Febnwy2,2016 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 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS *- Revision:Febnwy Z 2016 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1 –DEFINITIONS AND TERMINOLOGY ` 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct,or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. – 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents -- (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business 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. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 i 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. r 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,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 Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy 2,2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims - A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26.Day or day–A day,unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation – The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services – The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant, or agents. µ 29.Director of Planning and Development – The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works – The officially appointed Director of the _ Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department– The officially appointed Director of the Water Department of the City of Fort Worth,Texas,or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed _ and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work – Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnay2,2016 y- 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in V conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous 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 Regulations—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. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnwyZ2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—The authorized representative of the City who will be assigned to the Site. 4 54. Public Meeting - An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. ~ 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954(42 USC Section 2011 et seq.)as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or 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. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for _ access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 00 72 00-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information _ which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able } to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which 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 Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. !' 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and 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 permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnwyZ 2016 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty,or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or -- c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents 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. M 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ,� Revision:Febn=y2,2016 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the ~� Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. n 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent y 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 thereof) 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. T C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of 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 words 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 SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the 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 Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is i provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes,Laws, and Regulations r 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids),except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract — Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractors Review of Contract Documents Before Starting Work. Before undertaking each part of the Work, Contractor shall carefully study 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 Review of Contract Documents During Per 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 SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200-1 4 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof B. Resolving Discrepancies: r 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 specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govem over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a 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 Reuse of Documents 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 thereof) 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 SPECIFICATION DOCUMENTS s Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data 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 known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are 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 govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands 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 Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -. Revision:Febnwy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or v- 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. 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: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 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: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnffiy 2,2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if- 1. f1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or y 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such 4 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. ndicated:1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnwyZ2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not 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 or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full Y cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City 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: 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS y„ Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data,interpretations, opinions or information. Y C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall -•• immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. - E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entityfrom and against the consequences of that individual's or entity's own negligence. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and 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 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial - Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of v 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 Certificates of Insurance ~ Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn aty2,2016 00 7200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of t Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. S. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 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 T 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 SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed -- necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 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 Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: " 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnery Z 2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. - For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City 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 Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnery Z 2016 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours 4 A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business - Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests)as to the source,kind,and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnuyZ 2016 00 72 00-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule w A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in 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 monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. _ 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. ~ 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. Y 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in _ related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if- a. fa. 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy Z 2016 007200-1 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 functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: Y a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall v comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general 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 final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance,repair,and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, .. sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special - performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary 2,2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the __. value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those 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. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance(as amended)by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE 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 and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 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 T 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 Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically - binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether ` good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuy2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance 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 indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnery2,2016 00 72 00-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities - A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. - B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the 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 permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work 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 SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 00 7200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the 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 permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or - action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written 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 Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnjmy 2,2016 007200-1 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 incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, y removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs - Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy Z 2016 - 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any 4 funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be } identified as City may require. I. Submit number of copies specified in the General Requirements. v 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary Z 2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, LL 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 SPECIFICATION DOCUMENTS Revision:Febnjay2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years " from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BF EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy 2,2016 007200-1 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 of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and w 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 final _ payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours t to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmq 2,2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give - Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. -. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7-OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by i utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed - by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Revision:Febnxuy2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination -� A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: .. 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; - 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data T 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 SPECIFICATION DOCUMENTS } Revision:Febniauy 2,2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. R 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and _ responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Dakota Shaw, or his/her successor pursuant to written notification from the Director of Aviation. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager'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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS rt Revision:Febnmry2,2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work r City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). Y 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue 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 or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnwyZ2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work - A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual - reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety �- If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's - responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS *+ Revision:Febnmy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required. All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise - have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. - B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim,with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). *. 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. _ 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. } 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal(unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim,such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnery2,2016 00 7200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an 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 the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0 LB, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security - contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ++ Revision:Febmary2,2016 007200-I GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. - 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: - a. The proportion of necessary 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 Work, 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 permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the 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 determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnxffy2,2016 00 72 00-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, . expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.I or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied,and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work,Contractor's fee shall be determined as set forth in Paragraph 12.01.C. - D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0 LA and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: } 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn=y Z 2016 007200-1 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 final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work _ A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. y B. If the quantity measured as outlined under"Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry Z 2016 007200-1 ' GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.013.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; _ b. for costs incurred under Paragraph 11.01.A.4 and 11.O1.A.5,the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry 2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0I.A.1 and 11.0I.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor,however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.0 LB; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a v deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. - 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the r 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 control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any,which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ys Revision:Febnwy 2,2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 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 SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available 3i for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. 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 work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection,testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnffiy 2,2016 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity,or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction - or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 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 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or .. 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective,and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. _ B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnery2,2016 007200-1 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 Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to 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 Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract 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 SPECIFICATION DOCUMENTS Revision:Febnery2,2016 007200-1 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 City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION _. 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for 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. Beginning 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnruy2,2016 007200-1 ` GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 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 make the necessary corrections and - resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, } and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. �. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febsuty 2,2016 007200-1 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. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). _. 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). T D. Liquidated Damages. 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 Payment: Y 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 payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuzy2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of - the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection 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 Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection,City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) — 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation - 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: — 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product _ 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 _ 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the _. evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, _ including but not limited to liquidated damages, will become due 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 final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the 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 SPECIFICATION DOCUMENTS �, Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment,except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor - shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will 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 work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwry2,2016 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or 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 assignment of the v 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 financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in 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. { 1. 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 SPECIFICATION DOCUMENTS Revision:Febmary 2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven 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 termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. .r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnrary2,2016 y 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience - A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the 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 terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; -- 4. transfer title to the City and deliver in the manner, at the times, and to the 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 termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of 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 or 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 SPECIFICATION DOCUMENTS Revision:Febnwy 2,2016 007200-1 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 by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly 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 termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION - 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request 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 termination of the mediation unless, within that time period,City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other parry to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—NUSCELLANEOUS .. 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other parry. Y 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 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmry2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 } 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 r 25 Plans govern over Specifications. 26 27 SC4.01A 28 - 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 n 33 SC 4.01A 1.,"qty of Lente 34 35 36 37 Outstanding Right Of Way,an&er-Easements to Be Aequir-ed PARCEL W444PER QF POSSESS 38 39 and do not bind the City. 40 41 42 Gentmet Pfewings, 43 44 45 The project includes the establishing of a route for Oncor easement to be acquired during construction. 46 The Contractor shall stake the proposed conduit route and survey the route and create the easement 47 acquisition documents. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 SG 4.01A.2,"Availability Leads" 3 4 Utilities or obstrmetions to be removed,adjusted, 5 _. 6 , 7 as-of 8 EXPECTED UTILITY TTY A ATT T f G A TION TARGET D GET T A TV OF OM449 A DJUS'TAiIir AIT 9 , 10 11 12 The scope of the project involves the of existing AT&T fiber lines. 13 14 SC4.02A.,"Subsurface and Physical Conditions" 15 16 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 17 ' 18 SC4.06A.,"Hazardous Environmental Conditions at Site" 19 20 The following are reports and drawings of existing hazardous environmental conditions known to the City: 21 None 22 23 SC-5.03A.,"Certificates of Insurance" 24 25 The entities listed below are"additional insureds as their interest may appear"including their respective 26 officers,directors,agents and employees. 27 i 28 (1) City 29 (2) Consultant:Garver,LLC. 30 (3) Other: None 31 ' 32 SC-5.04A.,"Contractor's Insurance" 33 34 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 35 coverages for not less than the following amounts or greater where required by laws and regulations: 36 37 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 38 39 Statutory limits 40 Employer's liability 41 $100,000 each accident/occurrence 42 $100,000 Disease-each employee 43 $500,000 Disease-policy limit 44 45 SC-5.04B.,"Contractor's Insurance" 46 47 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 48 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 49 minimum limits of- CITY £CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 2 $1,000,000 each occurrence 3 $2,000,000 aggregate limit 4 5 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 6 General Aggregate Limits apply separately to each job site. 7 8 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 9 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 10 11 SC 5.04C.,"Contractor's Insurance" 12 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 13 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 14 15 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 16 defined as autos owned,hired and non-owned. 17 18 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 19 least: _ 20 21 $250,000 Bodily Injury per person 22 $500,000 Bodily Injury per accident/ 23 $100,000 Property Damage i 24 25 SC-5.04D.,"Contractor's Insurance" 26 27 ' 28 .It is not anticipated for the contractor to cross 29 railroad property or tracks. 30 31 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 32 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 33 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 34 Entry Agreement"with the particular railroad company or companies involved,and to this end the 35 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 36 the right-of-entry(if any)required by a railroad company. The requirements specified herein likewise relate 37 to the Contractor's use of private and/or construction access roads crossing said railroad company's - 38 properties. 39 40 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 41 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 42 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 43 occupy,or touch railroad property: 44 = 45 (1) General Aggregate: 46 47 (2) Each Occurrence: 48 w 49 Required for this Contract X Not required for this Contract 50 51 With respect to the above outlined insurance requirements,the following shall govern: 52 53 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 54 the name of the railroad company. However, if more than one grade separation or at-grade CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 crossing is affected by the Project at entirely separate locations on the line or lines of the same 2 railroad company,separate coverage may be required,each in the amount stated above. 3 4 2. Where more than one railroad company is operating on the same right-of-way or where several 5 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 6 may be required to provide separate insurance policies in the name of each railroad company. 7 8 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 9 railroad company's right-of-way at a location entirely separate from the grade separation or at- 10 grade crossing, insurance coverage for this work must be included in the policy covering the grade 11 separation. 12 13 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 14 way,all such other work may be covered in a single policy for that railroad,even though the work 15 may be at two or more separate locations. 16 17 No work or activities on a railroad company's property to be performed by the Contractor shall be 18 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 19 for each railroad company named,as required above. All such insurance must be approved by the City and 20 each affected Railroad Company prior to the Contractor's beginning work. 21 22 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 23 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 24 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 25 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 26 railroad company operating over tracks involved in the Project. 27 28 SC-6.04.,"Project Schedule" 29 30 Project schedule shall be tier 2 for the project. 31 32 SC-6.07.,"Wage Rates" 33 _ 34 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 35 Appendixes: 36 Ruzzsaw location,Resources/02-Construction Documents/Specifications/Div 00-General Conditions/CFW 37 Horizontal Wage Rate Table.pdf 38 39 SC-6.09.,"Permits and Utilities" 40 41 SC-6.09A.,"Contractor obtained permits and licenses" 42 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 43 44 1. TCEQ Construction Discharge Permit 45 2. Street Use Permit(as required. See specification 0155 26) 46 3. Irrigation Permits(See Specification 32 84 00 and Plans) 47 48 SC-6.09B."City obtained permits and licenses" 49 The following are known permits and/or licenses required by the Contract to be acquired by the City: 50 4. None 51 52 SC-6.09C."Outstanding permits and licenses" 53 54 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of April 17, 55 2018: CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS .+ Page 5 of 5 1 _ 2 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None None None 3 4 5 6 SC-7.02.,"Coordination" 7 8 The individuals or entities listed below have contracts with the City for the performance of other work at 9 the Site: 10 Vendor Scope of Work Coordination Authority. None one None 11 12 13 SC-8.01,"Communications to Contractor" 14 15 Contractor to RPR to EOR to Meacham 16 17 SC-9.01.,"City's Project Manager" 18 19 The following firm is a consultant to the City responsible for construction management for this Project: 20 Brandon Beville,PE 21 Garver 22 214-619-9050 i 23 BCBeville@GarverUSA.com 24 25 SC-13.03C.,"Tests and Inspections" 26 27 None 28 29 SC-16.01C.1,"Methods and Procedures" 30 31 None 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F.Griffin SC-9.01.,"City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised January 22,2016 011100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Any deviations from the City of Fort Worth Standard Specifications is noted in 9 the provided technical specifications. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0 -Bidding Requirements,Contract Forms, and Conditions of the Contract 12 2. Division 1 -General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Work Covered by Contract Documents 20 1. Work is to include furnishing all labor,materials, and equipment, and performing 21 all Work necessary for this construction project as detailed in the Drawings and 22 Specifications. 23 B. Subsidiary Work 24 1. Any and all Work specifically governed by documentary requirements for the 25 project, such as conditions imposed by the Drawings or Contract Documents in 26 which no specific item for bid has been provided for in the Proposal and the item is -� 27 not a typical unit bid item included on the standard bid item list, then the item shall 28 be considered as a subsidiary item of Work,the cost of which shall be included in 29 the price bid in the Proposal for various bid items. 30 C. Use of Premises 31 1. Coordinate uses of premises under direction of the City. 32 2. Assume full responsibility for protection and safekeeping of materials and 33 equipment stored on the Site. 34 3. Use and occupy only portions of the public streets and alleys,or other public places 35 or other rights-of-way as provided for in the ordinances of the City, as shown in the 36 Contract Documents, or as may be specifically authorized in writing by the City. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 20,2012 011100-2 SUMMARY OF WORK Pagc 2 of 3 1 a. A reasonable amount of tools,materials, and equipment for construction 2 purposes may be stored in such space,but no more than is necessary to avoid 3 delay in the construction operations. 4 b. Excavated and waste materials shall be stored in such a way as not to interfere 5 with the use of spaces that may be designated to be left free and unobstructed 6 and so as not to inconvenience occupants of adjacent property. 7 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 8 manner as not to interfere with the operation of the railroad. 9 1) All Work shall be in accordance with railroad requirements set forth in 10 Division 0 as well as the railroad permit. 11 D. Work within Easements 12 1. Do not enter upon private property for any purpose without having previously 13 obtained permission from the owner of such property. w 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. x 20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 21 lawns, fences, culverts, curbing, and all other types of structures or improvements, 22 to all water, sewer, and gas lines,to all conduits,overhead pole lines,or 23 appurtenances thereof, including the construction of temporary fences and to all 24 other public or private property adjacent to the Work. 25 5. Notify the proper representatives of the owners or occupants of the public or private 26 lands of interest in lands which might be affected by the Work. 27 a. Such notice shall be made at least 48 hours in advance of the beginning of the 28 Work. 29 b. Notices shall be applicable to both public and private utility companies and any 30 corporation, company, individual,or other, either as owners or occupants, 31 whose land or interest in land might be affected by the Work. 32 c. Be responsible for all damage or injury to property of any character resulting 33 from any act,omission, neglect, or misconduct in the manner or method or 34 execution of the Work, or at any time due to defective work, material,or 35 equipment. 36 6. Fence 37 a. Restore all fences encountered and removed during construction of the Project 38 to the original or a better than original condition. 39 b. Erect temporary fencing in place of the fencing removed whenever the Work is 40 not in progress and when the site is vacated overnight,and/or at all times to 41 provide site security. v 42 c. The cost for all fence work within easements, including removal,temporary 43 closures and replacement, shall be subsidiary to the various items bid in the 44 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 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 USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3- EXECUTION NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY " 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 --General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers,provided said products are"or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES k Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function for which 17 it is intended _ 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] _ 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including engineering 19 and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better(explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to the 35 specified item. 36 Submitted By: For Use by City 37 38 Signature _Recommended _Recommended 39 as noted 40 _ 41 Firm _Not recommended _Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: — 48 49 Approved Rejected 50 City Date CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 013119-1 PRECONSTRUCTION MEETING Page l of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. ~ 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City's consultant 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. Contractor's project manager = 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 17,2012 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way,utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 in. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems — 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures Y 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised August 17,2012 013119-3 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 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] S 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 17,2012 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. _ 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers — 22 a. Tier 1 -No schedule submittal required by contract. Small,brief duration 23 projects 24 b. Tier 2 -No schedule submittal required by contract,but will require some _ 25 milestone dates. Small,brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations _ 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long — 35 durations,high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule- Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule-Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 0132 16-2 CONSTRUCTION PROGRESS SCHEDULE 4 Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes,expected delays,key schedule issues,critical path items,etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule - 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week,the amount of construction equipment,or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities,and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in _ 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 0132 16-3 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 fords that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which,according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but ` 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties, strikes,unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. ' 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the Y 44 Contractor or the City. 45 b. Proceed with work according to early start dates,and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays,affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules T 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts,the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. ~ 12 2. In case of interference between the operations of different contractors,the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases,the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera(P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City,no further progress schedules are required. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 0132 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. w, 11 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 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. a 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE .r 4 MA w IN WE or .. w w d p" CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 +w Revised July 1,2011 013300-1 SUBMITTALS Page 1 of S 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following _v 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) .� 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections,of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication - 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 013300-2 SUBMITTALS Page 2 of S 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission, B=3rd submission,C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification -- 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements -. 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name _ 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal, I hereby represent that I have determined and verified V 33 field measurements, field construction criteria,materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/Z inches x 11 inches to 8 '/2 inches x f Iinches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items(Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 ,t Revised December 20,2012 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard — 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised December 20,2012 013300-4 SUBMITTALS ry Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing,as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples,and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution -- 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed R 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 10 123 9 Revised December 20,2012 013300-5 SUBMITTALS ti Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City l 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals ' 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions,and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City Y 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, _ 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a _ 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however,all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 4 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 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. Y 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFP'followed by series number,"-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the _ 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] _ 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 0135 13-1 SPECIAL PROJECT PROCEDURES Page 1 of S 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: Y 7 1. The procedures for special project circumstances that includes,but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program R 11 d. Air Pollution Watch Days 12 e. Use of Explosives,Drop Weight,Etc. 13 f. Water Department Notification = 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas - 17 j. Dust Control 18 k. Employee Parking 19 1. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 —General Requirements i 25 3. 26 1.2 PRICE AND PAYMENT PROCEDURES Y 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement V 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 20,2012 0135 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and - 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment . 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen _ 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752. 25 High Voltage Overhead Lines. - 26 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation(TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation - 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines(more than 600 volts measured between - 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code,Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage-type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines ` 6 a. Notification shall be given to: 7 1) The power company(example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record Y 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with ` 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as"AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days r 32 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 33 with the National Weather Service,will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. 38 2) However,the Contractor may begin work prior to 10:00 a.m. if- 39 f39 a) Use of motorized equipment is less than 1 hour, or 40 b) If equipment is new and certified by EPA as "Low Emitting",or 41 equipment bums Ultra Low Sulfur Diesel (ULSD),diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives, Drop Weight,Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 20,2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 0131 13 5 G. Water Department Coordination 6 1. During the construction of this project, it will be necessary to deactivate, for a 7 period of time,existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed,obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required,coordinate this 17 activity through the appropriate City representative. 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7,Chapter 28.03 (Criminal Mischief) and the Contractor 21 will be prosecuted to the full extent of the law. 22 b) In addition,the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis,prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No(CPN) 35 c) Scope of Project(i.e. type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is y, 46 delivered to all residents of the block. 47 1. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction,prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector _ 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers(USACE) 24 1. At locations in the Project where construction activities occur in areas where 25 USACE permits are required,meet all requirements set forth in each designated 26 permit. 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where 29 railroad permits are required,meet all requirements set forth in each designated '- 30 railroad permit. This includes, but is not limited to,provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the right-of-way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. If water is used to control dust, capture and properly dispose of waste water. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised December 20,2012 0135 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 b. If wet saw cutting is performed, capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at locations approved by the City. 4 = 5 1.5 SUBMITTALS [NOT USED] 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] R 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE [NOT USED] 10 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 11 1.11 FIELD [SITE] CONDITIONS [NOT USED] 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS [NOT USED] 14 PART 3 - EXECUTION [NOT USED] 15 END OF SECTION 16 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 0135 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 1 I Limits of Construction: 12 13 I I 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 2! CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 w Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B FORT WORTH t� DOE NO.Xl= Project!lame: NOTICE OF TEMPORARY WATER SERVICE - INTERRUMON DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR- AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, - .CONTRACTOR 3 4 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 = Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See included technical specifications for any deviations. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating,and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails,the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing — 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City, sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor,notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered —' 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power, light,heat and other utility services necessary for 32 execution,completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping,equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination v 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities _ 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. .� 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. . 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing T 43 1. Provide and maintain for the duration or construction when required in contract 44 documents v 45 E. Dust Control CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 �* Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. - 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] u 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 015000-4 TEMPORARY FACILITIES AND CONTROLS = Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 '� Revised July 1,2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. — 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control -- 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact -- 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage f 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 0157 13-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract _ 12 2. Division 1 —General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance �- 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 0157 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. �. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division, (817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site i 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817)392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817)392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 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 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 1: PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised July 1,2011 015813-1 TEMPORARY PROJECT SIGNAGE Page I of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 4 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] -- 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS .. 27 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS -- 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 �. Revised July 1,2011 0158 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-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 PREPARATION [NOT USED] 10 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. Barricade 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 3.11 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 END OF SECTION CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 0158 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 10 123 9 �* Revised July 1,2011 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS _ 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List _ 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements } 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: .. 16 1. Resources\02 -Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even _ 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 ,,, Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List .. 8 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements ~ 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 = Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or " 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. _ 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns,sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] r 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. - 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 w w CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 # Revised July 1,2011 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY = 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project _ 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports - 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] _ 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE _ 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and ;i 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 017839-2 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 STORAGE AND HANDLING - 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set Y 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the _ 35 title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed,devise a 5 suitable method for protecting the job set. } 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with -• 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. _ 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 23 ducts, and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. _ 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 ' 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment,conversion serves no useful purpose. However, _ 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly,consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings, have been kept clean during progress of 7 the Work,and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that I t Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] — 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] " 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION -- 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July I,2011 01 78 23-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: .. 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form -- 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 %z inches x 11 inches -- 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 36 2) Holes reinforced with plastic,cloth or metal ., 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised December 20,2012 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text " 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. ... 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included,indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings v 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. r 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 20,2012 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued _ 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance .. 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions ,. 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised December 20,2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations - 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage _ 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.10 123 9 Revised December 20,2012 01 7823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 �. Revised December 20,2012 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: v 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment - 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of r 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 FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 .+ Revised July 1,2011 0177 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] - 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section " 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. �. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 0177 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following - 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents - 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] v 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] y 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR 4 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] r 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 FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 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 Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. -. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease,mastic, adhesives, dust,dirt, stains, fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. �! 24 2. Wipe all lighting fixture reflectors, lenses,lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. .. 30 b. Clean ducts,blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. _ 35 D. Exterior(Site or Right of Way)Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. .. 41 3. Clean any interior areas including,but not limited to,vaults,manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 017423-4 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] 4 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No, 101239 Revised July 1,2011 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 6 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 A. Measurement and Payment 15 1. Construction Staking 16 a. Measurement .. 17 1) This Item is considered subsidiary to the various Items bid. 18 b. Payment 19 1) The work performed and the materials furnished in accordance with this , 20 Item are subsidiary to the various Items bid and no other compensation will be 21 allowed. 22 2. Construction Survey 23 a. Measurement 24 1) This Item is considered subsidiary to the various Items bid. 25 b. Payment 26 1) The work performed and the materials furnished in accordance with this 27 Item are subsidiary to the various Items bid and no other compensation will be 28 allowed. 29 3. As-Built Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 1.3 REFERENCES 37 A. Definitions 38 1. Construction Survey-The survey measurements made prior to or while construction 39 is in progress to control elevation,horizontal position, dimensions and configuration 40 of structures/improvements included in the Project Drawings. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 31,2017 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 6 1 2. As-built Survey—The measurements made after the construction of the improvement 2 features are complete to provide position coordinates for the features of a project. 3 3. Construction Staking—The placement of stakes and markings to provide offsets and 4 elevations to cut and fill in order to locate on the ground the designed 5 structures/improvements included in the Project Drawings. Construction staking 6 shall include staking easements and/or right of way if indicated on the plans. 7 4. Survey"Field Checks"—Measurements made after construction staking is 8 completed and before construction work begins to ensure that structures marked on 9 the ground are accurately located per Project Drawings. 10 B. Technical References 11 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 12 website)—01 71 23.16.01—Attachment A—Survey Staking Standards 13 2. City of Fort Worth- Standard Survey Data Collector Library(fxl) files(available on 14 City's Buzzsaw website)—0171 23.16.02—Attachment B—Survey Data Collector 15 Library.fxl. 16 3. Texas Department of Transportation(TxDOT) Survey Manual, latest revision ` 17 4. Texas Society of Professional Land Surveyors(TSPS), Manual of Practice for Land 18 Surveying in the State of Texas,Category 5 19 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS 22 A. Submittals, if required, shall be in accordance with Section 0133 00. 23 B. All submittals shall be received and reviewed by the City prior to delivery of work. 24 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 25 A. Field Quality Control Submittals 26 1. Documentation verifying accuracy of field engineering work, including coordinate 27 conversions if plans do not indicate grid or ground coordinates. _ 28 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 29 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards. Contractor 30 shall submit an updated Construction As-built Spreadsheet with the second partial ` 31 payment request each month. 32 3. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 33 constructed improvements during the progress of the construction signed and y 34 sealed by RPLS responsible for the work. 35 1.7 CLOSEOUT SUBMITTALS 36 B. As-built Redline Drawing Submittal 37 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 38 constructed improvements after the construction is completed signed and sealed 39 by RPLS responsible for the work. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 31,2017 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 6 1 2. Contractor shall submit the proposed as-built and completed redline drawing 2 submittal 1 week prior to scheduling the project final for City review and comment. 3 Revisions, if necessary, shall be made to the as-built redline drawings and 4 resubmitted to the City prior to scheduling the construction final. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Construction Staking 8 1. Construction staking will be performed by the Contractor. 9 2. Coordination 10 a. Contact City's Project Representative at least one week in advance notifying 11 the City of when Construction Staking is scheduled. 12 b. It is the Contractor's responsibility to coordinate staking such that 13 construction activities are not delayed or negatively impacted. 14 3. General 15 a. Contractor is responsible for preserving and maintaining stakes. If City 16 surveyors are required to re-stake for any reason, the Contractor will be 17 responsible for costs to perform staking. If in the opinion of the City,a 18 sufficient number of stakes or markings have been lost, destroyed disturbed or 19 omitted that the contracted Work cannot take place then the Contractor will be 20 required to stake or re-stake the deficient areas. 21 B. Construction Survey 22 1. Construction Survey will be performed by the Contractor. 23 2. Coordination 24 a. Contractor to verify that horizontal and vertical control data established in the 25 design survey and required for construction survey is available and in place. 26 3. General 27 a. Construction survey will be performed in order to construct the work shown 28 on the Construction Drawings and specified in the Contract Documents. 29 b. For construction methods other than open cut,the Contractor shall perform 30 construction survey and verify control data including,but not limited to,the 31 following: 32 1) Verification that established benchmarks and control are accurate. 33 2) Use of Benchmarks to furnish and maintain all reference lines and grades 34 for tunneling. 35 3) Use of line and grades to establish the location of the pipe. 36 4) Submit to the City copies of field notesused to establish all lines and 37 grades, if requested, and allow the City to check guidance system setup prior ` 38 to beginning each tunneling drive. 39 5) Provide access for the City, if requested, to verify the guidance system and 40 the line and grade of the carrier pipe. - 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to the City. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised August 31,2017 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 6 1 9) If the installation does not meet the specified tolerances(as outlined in 2 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 3 the installation in accordance with the Contract Documents. 4 5 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] — 7 1.12 WARRANTY 8 PART 2 - PRODUCTS 9 A. A construction survey will produce,but will not be limited to: 10 1. Recovery of relevant control points,points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations(benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors,grade beams,parking 15 areas, utilities, streets, highways,tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing,when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements,as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all ' 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent(817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD(.dwg) 24 b. Text File(.txt) 25 c. ESRI Shapefile(.shp) 26 d. CSV file(.csv) 27 6. Survey files shall include vertical and horizontal data tied to original project control 28 and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as practical 33 and necessary. The degree of precision required is dependent on many factors all of 34 which must remain judgmental. The tolerances listed hereafter are based on — 35 generalities and,under certain circumstances, shall yield to specific requirements. 36 The surveyor shall assess any situation by review of the overall plans and through 37 consultation with responsible parties as to the need for specific tolerances. _ 38 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 39 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 40 1.0 ft. tolerance. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 31,2017 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 6 1 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 2 c. Paving or concrete for streets,curbs, gutters,parking areas,drives,alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally,along a boundary or any other restrictive line. Away from any 5 restrictive line,these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities,such as sewers,gas,water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements.Within assigned areas,these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained.Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre-established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR i RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the City,the monuments shall be adequately referenced for 34 expedient restoration. 35 1. Notify City if any control data needs to be restored or replaced due to damage 36 caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City may require at any time a survey"Field Check"of any monument -- 39 or benchmarks that are set be verified by the City surveyors before further 40 associated work can move forward. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 31,2017 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 6 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 City in accordance with this Specification. This includes easements and right of way, if 5 noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve 12 the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2 -PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. 22 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised August 31,2017 01 70 00-1 MOBILIZATION AND REMOBILIZATION i Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Mobilization and Demobilization 8 a. Mobilization 9 1) Transportation of Contractor's personnel, equipment, and operating supplies 10 to the Site 11 2) Establishment of necessary general facilities for the Contractor's operation 12 at the Site 13 3) Premiums paid for performance and payment bonds 14 4) Transportation of Contractor's personnel, equipment, and operating supplies 15 to another location within the designated Site 16 5) Relocation of necessary general facilities for the Contractor's operation 17 from 1 location to another location on the Site. 18 b. Demobilization 19 1) Transportation of Contractor's personnel, equipment, and operating supplies 20 away from the Site including disassembly 21 2) Site Clean-up 22 3) Removal of all buildings and/or other facilities assembled at the Site for this 23 Contract 24 c. Mobilization and Demobilization do not include activities for specific items of 25 work that are for which payment is provided elsewhere in the contract. T 26 2. Remobilization Not Applicable 27 a. Remobilization for Suspension of Work specifically required in the Contract 28 Documents or as required by City includes: 29 1) Demobilization 30 a) Transportation of Contractor's personnel, equipment, and operating 31 supplies from the Site including disassembly or temporarily securing 32 equipment, supplies, and other facilities as designated by the Contract 33 Documents necessary to suspend the Work. 34 b) Site Clean-up as designated in the Contract Documents 35 2) Remobilization 36 a) Transportation of Contractor's personnel,equipment, and operating 37 supplies to the Site necessary to resume the Work. 38 b) Establishment of necessary general facilities for the Contractor's 39 operation at the Site necessary to resume the Work. 40 3) No Payments will be made for: 41 a) Mobilization and Demobilization from one location to another on the 42 Site in the normal progress of performing the Work. 43 b) Stand-by or idle time 44 c) Lost profits 45 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 ' Revised November 22,2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order . 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel,equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order -" 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder -- 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include,but are not necessarily limited to: 24 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 —General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Mobilization and Demobilization 29 a. Measure 30 4-) This Item is considered subsidiary to the vafieus itefas bid. SS-120 Site 31 Preparation. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 are subsidiary to the various Items bid and no other compensation will be — 35 allowed. 36 37 -- 38 13e0,41mef*6 39 t*. Measufement 40 43 41 l-. Payment 42 43 43 ";.A.411 be paid for-a4 t4ble alait. 45 Desxet�ts- 46 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised November 22,2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 4.) 2 2} 3 , or-lest Pfefits asseeiated this 4 ItAR; 5 3- 6 a- Mam1wolmant and payffie-RA 7 4-} -wive 114h -A 8 . 9 24 No p"ents-;ffill be ffi—ade &r-standby, idle time,or.lost profits asseeiatod 10 with this ltefFI 11 4. f. 12 a- Mowu tAmpaE 13 -1-} Measufefa@R4 fer-this item shall be fef ea-eh- and 14 15 b, Payment 16 4} 17 "will be paid fef at he ma 18 " 19 20 - 21 e-. The pr-iee shall ineludw 22 4.) 23 3} Demobilization as deseiihed in Seetion 24 , 25 Item.- 26 tem-26 27 a- Measumneat 28 4.3 29 30 b-. Payment 31 4.) 32 "will be paid fer-at the tMit 33 " 34 PA 35 36 G, The pr-iee shall ino'll,do 37 38 3} 39 ,er-lest profits asseeiated this 40 ItAR; 41 1.3 REFERENCES [NOT USED] - 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] - 44 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 45 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] 7 PART 3 - EXECUTION [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 10 CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised November 22,2016 3010 Gaylord Parkway Suite 190 Frisco,TX 75034 TEL 972.377.7480 FAX 972.377.8380 .-. www.GarverUSA.com PRE-BID MEETING MINUTES To: Attendees Date: May 7, 2018 From: Brandon Beville, PE�� RE: Fort Worth Meacham International Airport Meacham Admin Parking Improvements City Project No. 101239 Copies To: Attendees On May 1 st 2018, a Pre-bid meeting for the Meacham Admin Parking Improvemetns Project was held at 3:00 PM in the Meacham Airport Training Center—During the meeting the following items were discussed: 1. Introductions & Roles a) Jeff Kloska—Assistant Airport System Director, Ft. Worth Meacham International Airport b) Dakota Shaw—Project Specialist, Ft. Worth Meacham International Airport c) Joe Hammond—Airport Supervisor, Ft. Worth Meacham International Airport d) James Schmitt, PE—Electrical Project Manager, Garver e) Brandon Beville, PE—Civil Project Manager, Garver 2. Biddina Procedures a) Send bids to City of Fort Worth Meacham Airport Administration Building at 201 American i. Refer to City of Fort worth Purchasing Website/City Buzzsaw for Addendum and all other bid info as some of the Third Party Plan Rooms are supplying wrong information:http://fortworthtexas.gov/purchasing/ b) 201 American Concourse, Suite 330, Fort Worth, T exas, 76106 by 2:30 pm on Monday May 21, 2018. i. The notice to bidders will be corrected to say MONDAY May 21s. ii. Bids shall be delivered to the Airport at the address above NOT at city hall. iii. Bids will be read at the Airport at the address above. c) Bid Excel Worksheet d) Bidder Qualifications L See Instruction to Bidders and Bid Form ii. Must be city pre-qualified for paving iii. Bidders that are not pre-qualified must submit to City within 7 calendar days prior to bid opening. • See Section 00 45 11, BIDDERS PREQUALIFICATIONS e) Bid Proposal i. Base Bid Contract Time: 90 Calendar Days ii. $750 Liquidated Damages per calendar day f) Question Deadline: 2PM May 161' 3. Minority Business Enterprise/Small Business Enterprise Goals a) The MBE goal is 15.0% b) The SBE goal is 0.0% c) 2013 Prevailing Wage Rates Table 4. City of Fort Worth General Conditions a) General Conditions are provided in the bid documents(Division 00) Page 2 of 3 5. Specifications a) City of Fort Worth Specifications i. There are only slight modifications to the specs. Any spec that has been modified has been included in the specification and contract book. These mods are noted by crossed out text, italicized, and bolded text. ii. The pay items have also been included in the specifications 6. Safety and Phasina a) Staging Area and Access Route i. Staging can be seen on sheet 6. ii. Contractor shall build a construction entrance that does not impede flow of the ditch. This includes the installation of a temporary drainage pipe as shown in the plans. 7. General Items of Work a) Miscellaneous& Existing Structure Removal i. Remove identified trees within project limits. ii. Remove existing drainage pipe, curb inlet, curb, and pavement markings b) Proposed Drainage Infrastructure i. Existing curb drain to be removed. ii. The existing drainage pipe is modified to install two curb inlets and a junction structure. c) Site Lighting Infrastructure i. The intention of the specifications and details are for the proposed street lights to match the style of the existing lights at the adjacent parking lot. d) Paving of Proposed Parking Lot i. Approximately 3,415 S.Y. ii. Typical Section ■ 6" Portland Cement Concrete (32 13 13) o The curb is subsidiary to the concrete. ■ 6" Lime Treated Subgrade(32 11 29) • Engineer to run lime series on proposed embankment material. o Hydrated or commercial lime slurry is permitted e) Cast in Place Retaining Wall i. This wall shall be constructed to the TxDOT standard detail shown in the plans. f) Embankment i. 95% compaction under pavement. - g) Pavement Markings h) Slope Protection i. See detail on sheet 15 i) Plant Proposed Trees, Shrubs, & Irrigation L Oak ii. Chinese Pistache iii. Red Yucca iv. A licensed irrigator or licensed irrigation technician must be on site at all times during irrigation system installation. V. The irrigation work is a lump sum item. this is for demolition and installation. The plans (Addendum No. 1) include an estimate of materials to construct the proposed plan. Page 2 of 3 Page 2 of 3 vi. Irrigation regulated by Texas Commission on Environmental Quality(TCEQ). vii. Approved irrigation plan must remain on site at all times during irrigation system installation. j) Seeding L Topsoil is not anticipated to be needed in embankment areas. Contractor can strip site and preserve topsoil if deemed necessary to establish seeding(no extra payment). See specifications. 8. Upcoming Addendum Addendum No 1 will include these meeting minutes, include irrigation quantities in the plans and clarify the bid opening day of the week. 9. Questions Question: What is the estimated cost? Answer. The Engineer has an estimated range of$400,000-$500,000 Attachments: Sign-In Sheet Pages(incl.): 3 Copy to File: 18081001 Copies to Garver: LA2018\18081001 -FTW-Admin Parking Improvements\Correspondence\Meeting Minutes\Pre-Bid Meeting\FTW-Admin Parking Improvements-Pre-Bid Meeting Minutes.doc 2 i — r tn CL cr CL i 1., W � N .� N r. z o0 z VN cli— ^p �. . Q Ico k - N T . 1 O i O J a) Z O �� � E0 E o a � _ L , � U o C CO c c ri G ,e T _ ca C a Q N m T co LL Q d o Z T 0 ITEM SS-120 SITE PREPARATION DESCRIPTION 120-1.1 This item covers the preparation of the site for construction of the proposed improvements. The attention of the bidder is directed to the necessity for careful examination of the entire project site to determine, at the time of bid preparation, the full extent of work to be done under the item "Site Preparation." The entire job site shall be cleared of all man-made obstructions and debris, of whatever nature, and made ready in all respects for the construction of the proposed improvements. The item"Site Preparation"shall include: 1. Mobilization 2. Contractors Access/Haul Road 3. Contractors Staging Areas 4. Airport Security Requirements 5. Airport Safety Requirements 6. Instrument Control 7. Removal and Disposal of Structures 8. Clean Up CONSTRUCTION METHODS 120-2.1 MOBILIZATION. Refer to Specification 01 70 00 for mobilization requirements. 120-2.2 CONTRACTOR'S ACCESS/HAUL ROAD. The Contractor shall layout, construct, maintain, and repair all access/haul roads needed to construct the work. The existing access roads shown on the plans shall be repaired, as determined necessary by the Engineer, at the close of the project. All such work, including all materials and labor, involved in the layout, construction, maintenance, and repair of the Contractors access/haul roads will not be measured for separate payment but will be considered subsidiary to the bid item "Site Preparation." Temporary pipe culverts shall be installed and maintained as required and shall be of the size as directed by the Engineer. The type of pipe used for temporary pipe shall be at the option of the Contractor. Temporary pipe culverts will not be measured for separate payment, but will be considered subsidiary to the access/haul road. All temporary pipe culverts shall be removed by the Contractor and shall remain his property at the close of the project. 120-2.3 CONTRACTOR'S STAGING AREAS. The areas designated in the plans or by the Engineer as the Contractors staging area shall be cleared and graded by the Contractor as needed for use by the Contractor in constructing the work on this project. All areas used or otherwise occupied by the Contractor for his operations shall be cleaned, regraded, and seeded, as directed by the Engineer, prior to the final acceptance of the project by the Airport. All work involved in the preparation and restoration of areas used or occupied by the Contractor, including clearing, grubbing, regrading,seeding,and installing and removing fence,will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.4 AIRPORT SECURITY REQUIREMENTS. The Contractor shall abide by the Airport Security requirements that are outlined in the Construction Safety and Phasing Plan (CSPP) of the plans. Any costs associated with the Airport Security requirements will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.5 AIRPORT SAFETY REQUIREMENTS. The Contractor shall abide by the Airport Safety requirements that are outlined in the Construction Safety and Phasing Plan (CSPP) of the plans. All costs associated with the Airport Safety requirements will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.6 INSTRUMENT CONTROL. The Contractor will be furnished survey baselines and benchmarks to SS-120-1 control the work as shown on the Plans. The Contractor shall be responsible for the additional instrument control necessary to layout and construct the work. The Contractors instrument control of the work shall not be measured for separate payment, but will be considered subsidiary to the bid item"Site Preparation". 120-2.7 REMOVAL AND DISPOSAL OF STRUCTURES. This work shall consist of the removal and satisfactory disposal of utility poles; signs, sign supports, sign foundations; curb and curb and gutter; fence; driveways; guardrail; retaining walls; sidewalks; Portland cement concrete or asphalt concrete pavements; manholes; drainage structures (including reinforced concrete channels, headwalls, and wingwalls); concrete or masonry foundations (including foundations of poles or signs to be removed) or slabs; concrete ducts and pipe culverts, all of which are impede construction and are not paid for under other items. The Contractor shall make his own estimate of the work required for the removal of structures which conflict with the proposed construction. All structures required to be removed may not be designated as such in the plans. The provisions of this section shall not apply to underground petroleum storage tanks. The attention of the bidder is directed to the necessity for careful examination of the entire site to determine, at the time of bid preparation, the full extent of work to be accomplished. The entire site shall be cleared of all man-made obstructions and debris, of whatever nature, and prepared in all respects for the construction. The Contractor shall not unnecessarily interfere with the use of any adjacent sidewalks, streets, or roads. Materials removed will become the property of the Contractor and shall be removed from the job site, unless specifically designated otherwise. All surface items such as curb, curb and gutter, driveways, parking areas, walks, steps, asphalt and PCC pavement, and walls shall be separated or broken away from the adjacent part of any structure designated to remain in place by a vertical saw cut along the line designated by the Engineer. The edge of the structure left in place shall be approximately vertical with no abrupt changes in alignment. Any damage to or removal of the structure designated to remain in place shall be repaired or replaced at no cost to the Owner. Holes, ditches, or other abrupt changes in elevation caused by the removal operations that could obstruct drainage or be considered hazardous or unsightly shall be backfilled, compacted, and left in a workmanlike condition. Existing concrete ducts and parts thereof that interfere with the new construction shall be removed. Existing pipe culverts or parts thereof that interfere with the new construction shall be removed. Where existing pipe culverts are to be extended or otherwise incorporated into the new work, only such part of the existing structure shall be removed as to provide a proper connection to the new work. The connecting edges or joints shall be cut, chipped, and trimmed to the required lines and grades without weakening or damaging the part of the structure to be retained. For a pipe culvert extension, the headwall and the attached end joint of concrete pipe or the flared end section on all types of pipe shall be removed to accommodate the extension. This work will not be paid for directly but will be considered included in the items involved in the culvert extension. This item includes any additional construction required to connect existing pipes to the constructed drainage system. Trenches or voids resulting from the removal or demolition of existing culverts or other structures shall be filled with approved material placed in layers in accordance with Item Tx-132. Masonry and reinforced concrete foundations shall be obliterated, or if in fill sections, may be left in place SS-120-2 if covered by not less than 2 feet of embankment. Concrete foundations for poles to be removed shall be obliterated to a depth of 2 feet below finished grade or as required to accommodate new construction. The removal and disposal of the various items covered by this specification will not be measured for separate payment, but will be subsidiary to the bid item "Site Preparation". 120-2.8 CLEAN UP. From time to time, the Contractor shall clean up the site in order that the site presents a neat appearance and that the progress of work will not be impeded. One such clean up shall immediately precede final inspection. Immediately following acceptance of the work by the Owner, the Contractor shall remove all temporary equipment, surplus materials, and debris resulting from his operations, and leave the site in a condition fully acceptable to the Owner. MEASUREMENT AND PAYMENT 120-3.1 Site preparation will be measured as a lump sum complete item. Work completed and accepted under this item will be paid for at the contract lump sum price bid for"Site Preparation,"which price shall be full compensation for furnishing all labor,tools,equipment and incidentals necessary to complete the work. Periodic payments will be made under this item in proportion to the amount of work accomplished, as determined by the Engineer. Payment will be made under: Item SS-120-3.1 Site Preparation-per Lump Sum END OF ITEM SS-120 SS-120-3 ITEM SS-303 AREA LIGHTING SYSTEMS DESCRIPTION 303-1.1 This item shall consist of furnishing and installing complete electrical systems as defined in the plans and in these specifications. The work includes the installation, connection and testing of new electrical systems, equipment and all required appurtenances to construct and demonstrate proper operation of the completed electrical systems. This item shall consist of the electrical and related work to accomplish the following: a. Installation of architectural light fixtures, poles, foundations and all required accessories as indicated on the Plans. b. Installation of ducts and conduits with circuit conductors, grounding conductors, pull ropes, pull boxes and related trenching and backfill, both concrete and non-encased types, with warning tape. 303-1.2 The Contractor shall maintain current copies of all referenced and applicable standards on the job site. The Contractor is responsible to make known to the Engineer any conflict between plans and specifications that he observes or of which he is made aware. EQUIPMENT AND MATERIALS 303-2.1 GENERAL. All equipment and materials covered in this specification shall meet the requirements and be installed in accordance with the Electrical specifications. All equipment and materials shall be new and meet applicable manufacturer's standards. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification,when so requested by the Engineer. All debris shall be disposed of by the Contractor off Airport Property. 303-2.2 LOCKOUT/TAGOUT PROGRAM. The Lockout/Tagout Program shall comply with Part 1910 — Occupational Safety and Health Standards (OSHA) Subpart S — Electrical, and meet the requirements of 29 CFR 1910.147, The Control of Hazardous Energy (Lockout/Tagout), including requirements listed in 1910.331 through 1910.335 The Contractor shall provide a complete copy of an electrical energy source Lockout/Tagout Program to the Owner, with copy to the Engineer. The document shall clearly identify the on-site master electricians and their contact information, including office and mobile telephone numbers. 303-2.3 PULL BOXES. Where indicated, provide composite assemblies complete with bolted covers, polymer concrete cover, open bottom, and extensions, and knockouts as required. Boxes shall be designed as indicated on the Plans. Covers shall have the logo "Power" as required. Sizes shall be as shown on the drawings. Junction boxes shall have reinforced concrete collar that shall be poured around the box and extensions. Cutouts for conduit shall be smooth and rounded to prevent jagged surfaces. Location and construction shall be as shown on the plans. Ducts shall be terminated by fittings or bells inside the box. Cable inside the box shall be installed with at least four feet of slack within the box. Seal cable entrances at the conduit fitting. Seal pavement around the frame of the handhole prior to placing cover. SS-303-1 303-2.4 WIRE. For ratings up to 600 volts, moisture and heat resistant thermoplastic wire conforming to Commercial Item Description A-A-59544A Type THWN-2 shall be used. The wires shall be of the type, size, number of conductors, and voltage shown in the plans or in the proposal. Service, underground feeder, and underground branch circuit wiring shall be minimum Type THHN/THWN-2 unless otherwise noted. Unless otherwise indicated, conductors No. 10 AWG and smaller shall be solid, and conductors No. 8 AWG and larger shall be stranded. For electrical work of 600 volts or less, all conductors, terminations, terminal blocks, lugs, connectors, devices and equipment shall be listed, marked,and rated 75 degrees C minimum unless otherwise noted. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips that will not damage cables or raceway. Pull ropes and pull wires shall have sufficient tensile strength for the cable(s) to be pulled and installed. Damaged cable or raceway shall be replaced at no additional cost to the Owner. Calculate and do not exceed the maximum allowable pulling tension or maximum allowable sidewall bearing pressure for all conductors and cables. Install pull wires in empty raceways. Use a polypropylene plastic line with not less than 200 pound tensile strength. Secure and leave at least 12 inches of slack at each end of pull wire to prevent it from slipping back into the conduit. Cap spare raceways with removable tapered plugs, designed for this purpose. 303-2.5 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88, respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal. The electrical installation shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70, National Electrical Code. Copies of the National Electrical Code may be obtained from the National Fire Protection Associations, Inc., One Batterymarch Park, Quincy, Massachusetts 02269. CONSTRUCTION METHODS 303-3.1 COORDINATION. The Contractor shall examine all phases of the work as shown on the drawings and specified herein. The Contractor shall coordinate between the various trades such that the work will be performed in an orderly and efficient manner. 303-3.2 SCHEDULE OF WORK. All work shall be accomplished during the working time specified. The Contractor shall accomplish his work in such a manner to meet scheduled completion dates and to avoid delaying other trades. Due to the nature of some work and the Owner's operating schedule, work may have to be performed on weekends or late night. No additional costs to the Owner for this work schedule will be considered. Any work that requires an electrical outage or which might reasonably cause an unintentional electrical outage of the airport terminal or the airfield lighting shall be performed between midnight and 4:00 a.m. and full service restored by 4:00 a.m. All electrical outages shall be scheduled and coordinated with the airport manager. Ten- (10)day written notice shall be required before initiating of an outage with twenty-four (24)hour verbal notice also required before initiating an outage. In the written Notice, the Contractor shall state the date of the proposed outage, time of start, approximate time of completion and purpose of the outage. The Airport retains the right to cancel any outage and may order the Contractor to restore the system in case of an emergency. SS-303-2 303-3.3 PROTECTING OF MATERIALS. The Contractor shall provide proper storage as required to adequately protect all materials stored at the job site. Failure to comply with this requirement may be cause for the rejection or replacement of some or all of the materials. 303-3.4 WORKMANSHIP. Work shall be performed neatly and carefully by craftsmen skilled in the trade involved. Faulty or careless work will not be accepted. Unacceptable work shall be corrected by the Contractor at no additional cost to the Owner. 303-3.5 GENERAL. In general, the various electrical equipment and material to be installed by the various trades under this specification shall be run as indicated, as specified herein, as required by particular conditions at the site, and as required to conform to the generally accepted standards so as to complete the work in a neat and satisfactory manner. The following is a general outline concerning the running of various systems and is to be excepted where the drawings or conditions at the buildings necessitate deviating from these standards. The drawings and specifications are complementary; any work required by one, but not by the other, shall be performed as though required by both. The electrical plans do not give exact locations, etc., and do not show all the offsets, control lines, junction boxes, and other installation details. Each Contractor shall carefully lay out his work at the site to conform to the job conditions, to conform to details of installation supplied by the manufacturers of the equipment to be installed, and thereby to provide complete operating systems. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the Drawings, he shall arrange for such space with the Engineer before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such changes at the Contractor's expense. Should the particular equipment which any bidder proposes to install require other installation methods, such as larger light pole foundations, etc., he shall include all such equipment and appurtenances in his bid. Should changes become necessary on account of failure to coordinate equipment requirements and comply with this clause, the Contractor shall make such changes at the Contractor's expense. The Contractor shall be responsible to see that each party furnishes electrical equipment which meets the electrical requirements specified herein and that all systems work together to produce the specified operation. _ Where two or more units of the same kind or class of equipment are required, these shall be products of a single manufacturer; however, the component parts need not be the products of one manufacturer. Each Contractor shall submit working scale drawings of all his apparatus and equipment which in any way varies from these Specifications and Plans, which shall be checked by the Engineer and approved before the work is started, and interferences with the structural conditions shall be corrected by the Contractor before the work proceeds. The Contractor shall install any temporary lines and connections required to maintain electric services and safely remove and dispose of them when complete. All temporary wiring shall conform to OSHA standards. Remove temporary services when work is complete. Any damage to electrical equipment caused by the Contractor shall be repaired at no cost to the Owner. All non-current carrying parts and neutrals shall be grounded as indicated on the Drawings or as required by the Codes. White and/or gray outer finish conductors may only be used as grounded conductors or neutral conductors in accordance with NEC. SS-303-3 Install insulated green equipment grounding conductors with all feeder and branch circuits. The bidder shall inspect the site, thoroughly acquaint himself with conditions to be met and work to be accomplished. Failure to comply with this shall not constitute grounds for any additional payments. Equipment shall be installed in accordance with manufacturer's recommendation. Make all final electrical connections and coordinate all items with other trades. Correct unnecessary damage caused due to installation of work, brought about through carelessness or lack of coordination. All openings, sleeves, and holes to be properly sealed, fire proofed and water proofed. Any water leaks arising from project construction will be immediately corrected to the satisfaction of the Owner and the Engineer. 303-3.6 WIRING. The contractor shall furnish all labor and materials and shall make complete electrical connections in accordance with the wiring diagram furnished with the project plans. The electrical installation shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70, National Electrical Code. Provide color-coding for phase identification. Colors for 240/120V Circuits: a. Phase A: Black b. Phase B: Red C. Neutral: White Colors for 208Y/1 20V Circuits: a. Phase A: Black b. Phase B: Red C. Phase C: Blue d. Neutral:White Colors for 480Y/277V Circuits: a. Phase A: Brown b. Phase B: Orange - C. Phase C: Yellow d. Neutral: Gray All new electrical cable shall be marked using color-coded plastic electrical tape, which is specifically designed for application on polyethylene jacketed cable. The tape shall be applied as detailed on the Plans. Marking tape shall be Scotch 35 Vinyl Plastic tape or approved equal. 303-3.7 SPLICING. Connections shall be made by experienced personnel. All splicing shall be done in pole bases, splice boxes or junction boxes. No splices are allowed in conduit. Underground splices shall be waterproof poured resin type as manufactured by 3-M or approved equal. 303-3.8 WORK SUPERVISION. State of Texas: The electrical contractor (whether the general contractor or a subcontractor) shall be a licensed contractor in the state of Texas having an electrical classification suitable for performing the work required in these contract documents. The Contractor shall designate in writing the qualified electrical supervisor who shall provide supervision to all electrical work on this project. The minimum qualifications for the electrical supervisor shall be a master electrician as defined by Texas Electrical Safety and Advisory Board requirements. The supervisor or his appointed alternate possessing at least a journeyman electrician license shall be on site whenever electrical work is being performed. The qualifications of the electrical supervisor shall be subject to approval of the Owner and the Engineer. SS-303-4 All master and journeyman electricians shall be licensed in accordance with Texas Board Requirements. The website located at http://www.license.state.tx.us publishes the text of this statutory requirement. No unlicensed electrical workers shall perform electrical work on this project. Apprentice electricians in a ratio of not more than one apprentice per journeyman electrician will be allowed if the apprentices are licensed and actively participating in an apprenticeship program recognized and approved by the The State of Texas. 303-3.9 INCIDENTALS. The Contractor shall provide all items incidental to the work as shown or required to complete the installation. 303-3.10SAFETY. It is incumbent on the Contractor to maintain the integrity of the airport electrical system for safe and reliable operation. The Contractor shall take necessary precautions to avoid damage to electric utilities, telephone circuits, and other cables. Any utility damage done by the Contractor shall be repaired as directed by the utility's owner or Engineer at no cost to the Owner. 303-3.11 TESTING. The Contractor shall furnish all the necessary labor and equipment for testing the following work: a. Power wiring 600 volts and less. Make insulation tests with a "Megger,"demonstrate that neither short circuits nor ground faults exist, and that wiring complies with NEC. b. Put entire electrical system in operation, test all equipment, remedy all defects, and make all necessary adjustments. Demonstrate that the entire system functions satisfactorily, as specified, as indicated, and as approved. 303-3.12 GUARANTEE. The Contractor shall guarantee his work and materials for a period of one (1) year from the date of Owner acceptance. If there are failures due to faulty material or workmanship, the Contractor shall correct the failure at no cost to the Owner. METHOD OF MEASUREMENT 303-4.1 The quantity of lockout/tagout procedures to be paid for shall consist of all lockout/tagout procedure work completed in place, accepted and ready for operation. 303-4.2 The quantity of unit priced electrical work items to be paid for under this specification shall consist of the number of items constructed in place and accepted as complete and functional units. Each item shall include all work to furnish and install a complete and fully functional electrical work component, including startup and testing services, to the satisfaction of the Owner and Engineer. This described work shall include all work associated with the described item including incidental work necessary to complete the work item. BASIS OF PAYMENT 303-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item to the satisfaction of the Engineer. Payment will be made under: Item SS-303-5.1 LockoutlTagout Procedures—per Lump Sum Item SS-303-5.2 Architectural Single Light Fixture, Pole, Foundation, and Accessories, Installed — per Each SS-303-5 Item SS-303-5.3 NO 6 Insulated Elec Condr—per Linear Foot Item SS-303-5.4 NO 8 Insulated Elec Condr—per Linear Foot END OF ITEM SS-303 SS-303-6 0241 14-1 UTILITY REMOVAL ABANDONMENT a— Page l of 5 1 OSECTION 02 4114 2 UTILITY REMOVAL/ABANDONMENT 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal,abandonment or salvaging of the following utilities: 7 a. 8 b-. Lines 9 e- Eames 10 4. Watef:Valves 11 e- 12 13 g. 14 1} 15 i-. SEmitafy Sawaf Lines 16 tsaflitai:5, Sewer-Manhole's 17 saaitafy'seweff- R_ 18 1. Storm Sewer Lines 19 20 21 o. Storm Sewer Inlets 22 g lets 23 q- 140mlwalls and Safety Ead 24 F- T F.Affifl.sl D4:A in 9 25 B. Deviations from this City of Fort Worth Standard Specification W 26 1. None. 27 C. Related Specification Sections include,but are not necessarily limited to: 28 1. Division 0-Bidding Requirements,Contract Forms and Conditions of the Contract 29 2. Division 1 -General Requirements 30 3. Section 03 34 13-Controlled Low Strength Material(CLSM) - 31 4. Section 33 05 10-Utility Trench Excavation, Embedment and Backfill 32 5. Section 33 05 24-Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 6. Section 33 11 11 -Ductile Iron Fittings 34 7. Section 33 11 13-Concrete Pressure Pipe,Bar-wrapped, Steel Cylinder Type 35 8. Section 33 11 14-Buried Steel Pipe and Fittings 36 9. Section 33 12 25-Connection to Existing Water Mains 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A- 1,Aility Lines 39 4- efUtility Line by Gfeeting 40 a-. Meet CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 0241 14-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 5 1 4� fieffl:dhis 1-tem-shall be per-eubie yaFEl of existing'Atility fiffie to 2 3 b- Payinent 4 5 Pf:qvided « — shall be paid fer- 6 « 8 . _ 9 10 3) mater_ 11 3) Pavement r-emoval 12 4) Emeavation 13 -§�) Hauling 14 15 -7) Fumishing, 16 8) Clean up 17 2. Utility Line Removal, Separate Trench 18 a. Measurement 19 1) Measurement for this Item shall be per linear foot of existing utility line to 20 be removed. 21 b. Payment -- 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under"Measurement"shall be paid for at the 24 as follows: 25 a) 0241.3013 Remove 18" Storm Line—per linear foot 26 c. The price bid shall include: 27 1) Removal and disposal of existing utility pipe 28 2) Pavement removal 29 3) Excavation 30 4) Hauling 31 5) Disposal of excess materials 32 6) Furnishing,placement and compaction of backfill 33 7) Clean-up 34 B. Storm Sewer Lines and Appurtenances 35 1. Storm Sewer Inlet Removal 36 a. Measurement 37 1) Measurement for this Item will be per each storm sewer inlet to be 38 removed. 39 b. Payment 4 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement" shall be paid for ate 42 as follows: 43 a) 0241.4001 Remove 10'Curb Inlet—per each 44 c. The price bid shall include: 45 1) Removal and disposal of inlet 46 2) Pavement removal 47 3) Excavation 48 4) Hauling CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 0241 14-3 UTILITY REMOVAL/ABANDONMENT -• Page 3 of 5 1 5) Disposal of excess materials 2 6) Furnishing,placement and compaction of backfill 3 7) Clean-up 4 1.3 REFERENCES [NOT USED] 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Coordination 7 1. Contact Inspector and the Water Department Field Operation Storage Yard for 8 coordination of salvage material return. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE,AND HANDLING -- 15 A. Storage and Handling Requirements 16 1. Protect and salvage all materials such that no damage occurs during delivery to the 17 City. -. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 22 2.2 MATERIALS 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION ~ 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 3.4 REMOVAL,SALVAGE,AND ABANDONMENT 30 1. Storm Sewer Inlet Removal 31 a. Excavate and backfill in accordance with Section 33 05 10. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 0241 14-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 5 1 b. Demolish and remove entire concrete inlet. 2 c. Cut and plug storm sewer lines to be abandoned. 3 2. Storm Sewer Trench Drain Removal 4 a. Excavate and backfill in accordance with Section 33 05 10. 5 b. Remove existing pipe line and dispose as approved by City. 6 3.5 REPAIR RESTORATION [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ,� Revised December 20,2012 0241 14-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 5 1 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c.—Include Frame and Cover in Payment description 12/20/12 D.Johnson Throughout—added abandonment of stone and sewer manholes when requested and/or approved by City 2 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 0241 15-1 PAVING REMOVAL Page 1 of 6 1 SECTION 02 4115 2 PAVING REMOVAL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing concrete 7 curb and gutter 8 9 -3-. MilliRg F8adWff)'Pa-Viffg 10 4. 11 3- 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0 -Bidding Requirements,Contract Forms, and Conditions of the Contract 16 2. Division 1 -General Requirements 17 3. Section 32 1133 -Cement Treated Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a- 22 sly 23 b- 24 gu#el-s. 25 . 26 d- Remove Concrete Curb and Gutter: measure by the linear foot. 27 e 28 . 29 g. . - 30 1} . 31 . 32 33 2. Payment 34 a- , 35 , 36 WilityffOjMS, this item shall be eensideivdmbsidia to the tFonek—and-ne 37 . 38 b- Remove Asphalt Paving- Pall eefopeasation- eafting,Feffieva4,hauling, 39 disposal,tools, eqtfiPmeft4, 40 utility pfejeets, 41 . CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised February 2,2016 0241 15-2 PAVING REMOVAL y Page 2 of 6 1 Q-. Deme„e 12,.;..1.D.,,.;„... full . sat e« f«saw 0,14W ,.. r el met„e.�;.,R s , 2 , - 3 ,this Item shall be eansidiwed -41--sidiafy to 4 . 5 6 a) Remove Concrete Curb and Gutter: full compensation for saw cutting, 7 removal,hauling, disposal, tools, equipment, labor and incidentals needed to 8 execute work. For utility projects,this Item shall be considered subsidiary to 9 the trench and no other compensation will be allowed. This work shall be paid 10 for as follows: 11 12 0241.1300 Remove Conc Curb&Gutter-per linear foot w 13 14 d-. n e....,.e re., .e.e vette.,r_„ e.; a,n a ,.;.,. ,,,+;,,,,,removal, 15 , 16 Aw4rk 17 o- , 18 , al - 19 20 ,hauling milled M;IUAT-W tA 21 , 22 . 23 g. , 24 , 25 to e e ute true, e,.v 26 1} , 27 , _ mEl store the pffilveff-i-ixed- 28 , 29 30 } , 31 , `- 32 pfojeets, this Item- be eensider-ed subsidiafy to the#efleh and He other- 33 eempeasatieff Will be allowe4.- 34 j. No separate payment for saw cutting of pavement or curbs and gutters will be - 35 made under this sectionlaseell—ide wevest.of sueh wofk in unit pr-iees for-items listed 36 It shall instead be subsidiary to the curb 37 removal pay item. 38 k. No payment will be made for work outside maximum payment limits indicated 39 on plans,or for pavements or structures removed for CONTRACTOR'S 40 convenience. 41 1.3 REFERENCES 42 A. ASTM International(ASTM): 43 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of + 44 Soil Using Standard Effort(12 400 ft-lbUft3 (600 kN-m/m3)) 45 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 46 1.5 SUBMITTALS [NOT USED] 47 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised February 2,2016 024115-3 PAVING REMOVAL Page 3 of 6 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS - 8 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT [NOT USED] 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 EXAMINATION [NOT USED] 14 3.2 INSTALLERS [NOT USED] 15 3.3 PREPARATION - 16 A. General: 17 1. Mark paving removal limits for City approval prior to beginning removal. 18 2. Identify known utilities below grade- Stake and flag locations. 19 3.4 PAVEMENT REMOVAL 20 A. General. 21 1. Exercise caution to minimize damage to underground utilities. 22 2. Minimize amount of earth removed. 23 3. Remove paving to neatly sawed joints. 24 4. Use care to prevent fracturing adjacent,existing pavement. 25 a. Contractor shall backfill with approved material to existing surrounding _ 26 grade or to the top of the subgrade of the proposed pavement section. This is 27 considered subsidiary to the paving removal item. Backfill in accordance with 28 Section 33 0510. 29 5. 30 B. Sawing 31 1. Sawing Equipment. 32 a. Power-driven. 33 b. Manufactured for the purpose of sawing pavement. 34 c. In good operating condition. 35 d. Shall not spall or fracture the pavement structure adjacent to the removal area. 36 2. Sawcut perpendicular to the surface to full pavement depth,parallel and 37 perpendicular to existing joint. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised February 2,2016 0241 15-4 PAVING REMOVAL Page 4 of 6 1 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 2 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 3 joint,cold joint,expansion joint, edge of paving or gutter lip,remove paving to that 4 joint,edge or lip. 5 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, ` 6 neat, straight line for the purpose of removing the damaged area. 7 G 8 4- Saweuc See 3A.B. 9 . 10 D. Remove Concrete Curb and Gutter 11 1. Sawcut: See 3.4.13. 12 2. Minimum limits of removal: 30 inches in length. 13 Remove Asphalt Pewiag 14 4- Saweaw See 3.4.B. 15 . 16 3- , stoekpile ffhgofials designated RA 17 salvageable at designated sites. 18 4. 19 ptep@r-dfaiffage. 20 F-. Milling - 21 4- Gomm] 22 . 23 h- 24 , 25 . 26 27 the milled edge6 28 PARtAr-iAl And elean milled 29 f- e4,.,.L..Aifi'Of Plafl@d.....,.48481- Will..04 b@..efFA 44ea . ithi., th@-.,.t,+,.F..a y 30 unless appfeved by the cit�- 31 g. if the existing hase is briek and eannet he failled,Femeve a S feet;.*W4 of the 32 33 -26 Milling Equipment y 34 a- , 35 passer,, 36 l , 37 depth of eu4 and slepe. tab 38 Equipped with an in4egfal leading and Feelaiming me—ans;to i-m-mediate4y 39 40 into a tmek;all in one @Pevatien 41 . 42 e 43 , 44 . 45 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised February 2,2016 0241 15-5 PAVING REMOVAL Page 5 of 6 1 g. Equipped to 2 -3-. Wedge Milling and Suffaeo Milling 3 , 4 5 . 6 , 7 , 8 ridges, oil film, 9 1ed-a}>pease- 10 d ,the 11 12 up to and alefig the faeo of ewb. 13 e-. PeffeFm wedge or-suffaee milling eperatien in a Aeatinuees manner-a4eng both 14 sides of the st+eet or-as difortod 15 4. Butt joint Migiffg 16 , 17 1814 19 . 20 21 , 22 . 23 24 valley gaaefs, 25 . 26 tARA IN' joint 20 feet leag and Milled Ailt Aer-Ass. thefi-11 width Agdw 27 . 28 29 _ 30 31 g. 1p 32 _ 33 6- Paving 34 4- Remove faasefify pa-ving units to die limits speeified in the plans eF as dir-aeted4y 35 the City. 36 3 , and de-hivei:to the City steek pile 37 . 38 H-. pewemet# 39 4- PalveFizatiea 40 a u„t.,o,.:.,o the- a inti pavement to dept ,.c4 :.,,.t,es 88e eeetion -3 a, 11 33 41 , gleff Gut the 42 base 2 ifiehes. 43 . 44 -2-. Cement 45 a- J.;Se 3.91"PO4-41.,..,a ..e el# 46 b-. cee ceetien 3:2 11 34 47 3 . CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised February 2,2016 0241 15-6 PAVING REMOVAL Page 6 of 6 1 4. Gempiaetion' see 986 fi n 32 11 3 2 A& Finishing- see Seetion 32 11 33 y. 3 6, Qwiag. see Seetion 32 113-3 4 ._ 5 stet3e><g�ae 6 ; 7 8 . 9 10 11 Pavement- 12 aw12 3.5 REPAIR [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] Y 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—modified payment requirements on utility projects 2/2/2016 F.Griffin 1.2.A.2.b.—Removed duplicate last sentence. 24 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised February 2,2016 033000-1 CAST-IN-PLACE CONCRETE Page 1 of 25 1 SECTION 03 30 00 2 CAST-IN-PLACE CONCRETE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: — 6 1. Cast-in place concrete, including formwork,reinforcement, concrete materials, 7 mixture design,placement procedures and finishes,for the following: 8 a. Piers 9 b. Footings 10 c. Slabs-on-grade 11 d. Foundation walls 12 e. Retaining walls(non TxDOT) 13 f. Suspended slabs 14 g. Blocking 15 h. Cast-in-place manholes 16 i. Concrete vaults for meters and valves 17 j. Concrete encasement of utility lines 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include,but are not necessarily limited to: 21 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 —General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Cast-in-Place Concrete 25 1. Measurement 26 a. Measurement of this Item shall be by the linear foot of completed and accepted 27 concrete encasement, and by the square yard of completed and accepted slabs- 28 on-grade. 29 1} 30 2. Payment 31 a. The work performed and the materials fumished in accordance with this Item 32 33 .shall be paid for as follows: 34 1) 0330.0002 Concrete Encase Communication Conduit—per linear foot '- 35 2) 0330.0003 Concrete Slope Protection—per square yard 36 1.3 REFERENCES v 37 A. Definitions 38 1. Cementitious Materials CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-2 CAST-IN-PLACE CONCRETE Page 2 of 25 1 a. Portland cement alone or in combination with 1 or more of the following: 2 1) Blended hydraulic cement 3 2) Fly ash 4 3) Other pozzolans 5 4) Ground granulated blast-furnace slag 6 5) Silica fume 7 b. Subject to compliance with the requirements of this specification 8 B. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification,unless a date is specifically cited. 12 2. American Association of State Highway and Transportation(AASHTO): 13 a. M182,Burlap Cloth Made from Jute or Kenaf. 14 3. American Concrete Institute(ACI): 15 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 16 b. ACI 301 Specifications for Structural Concrete 17 c. ACI 305.1 Specification for Hot Weather Concreting 18 d. ACI 306.1 Standard Specification for Cold Weather Concreting 19 e. ACI 308.1 Standard Specification for Curing Concrete 20 f. ACI 318 Building Code Requirements for Structural Concrete 21 g. ACI 347 Guide to Formwork for Concrete 22 4. American Institute of Steel Construction(AISC): 23 a. 303, Code of Standard Practice for Steel Buildings and Bridges. 24 5. ASTM International (ASTM): 25 a. A36, Standard Specification for Carbon Structural Steel. 26 b. A153, Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel 27 Hardware. 28 c. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting ~ 29 Materials for High-Temperature Service and Other Special Purpose 30 Applications. 31 d. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for 32 Concrete Reinforcement. 33 e. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for 34 Concrete Reinforcement. _ 35 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 36 Field. 37 g. C33, Standard Specification for Concrete Aggregates. v 38 h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 39 Specimens. 40 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 41 Beams of Concrete. 42 j. C94, Standard Specification for Ready-Mixed Concrete. 43 k. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 44 Mortars(Using 2-inch or {50-milimeter] Cube Specimens) 45 1. C143, Standard Test Method for Slump of Hydraulic-Cement Concrete. 46 in. C171, Standard Specification for Sheet Materials for Curing Concrete. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-3 CAST-IN-PLACE CONCRETE ` Page 3 of 25 1 n. C 150, Standard Specification for Portland Cement. 2 o. C 172, Standard Practice for Sampling Freshly Mixed Concrete. 3 p. C219, Standard Terminology Relating to Hydraulic Cement. 4 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 5 Pressure Method. 6 r. C26O, Standard Specification for Air-Entraining Admixtures for Concrete. 7 s. C3O9, Standard Specification for Liquid Membrane-Forming Compounds for 8 Curing Concrete. 9 t. C494, Standard Specification for Chemical Admixtures for Concrete. 10 u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 11 Pozzolan for Use in Concrete. 12 v. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 13 Concrete. 14 w. C989, Standard Specification for Ground Granulated Blast-Furnace Slag for 15 Use in Concrete and Mortars. 16 x. C1017, Standard Specification for Chemical Admixtures for Use in Producing 17 Flowing Concrete. 18 y. C 1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 19 Concrete. 20 z. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 21 Cement Concrete. 22 aa. C 1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 23 bb. E1155, Standard Test Method for Determining FF Floor Flatness and FL Floor ` 24 Levelness Numbers. 25 cc. F436, Standard Specification for Hardened Steel Washers. 26 6. American Welding Society(AWS). 27 a. D1.1, Structural Welding Code - Steel. 28 b. D 1.4, Structural Welding Code -Reinforcing Steel. 29 7. Concrete Reinforcing Steel Institute(CRSI) 30 a. Manual of Standard Practice 31 8. Texas Department of Transportation _ 32 a. Standard Specification for Construction and Maintenance of Highways, Streets 33 and Bridges 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Work Included 36 1. Design, fabrication, erection and stripping of formwork for cast-in-place concrete 37 including shoring,reshoring, falsework,bracing,proprietary forming systems, 38 prefabricated forms, void forms,permanent metal forms,bulkheads,keys, 39 blockouts, sleeves,pockets and accessories. 40 a. Erection shall include installation in formwork of items furnished by other 41 trades. 42 2. Furnish all labor and materials required to fabricate,deliver and install 43 reinforcement and embedded metal assemblies for cast-in-place concrete, including 44 steel bars,welded steel wire fabric, ties,supports and sleeves. 45 3. Furnish all labor and materials required to perform the following: CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-4 CAST-IN-PLACE CONCRETE Page 4 of 25 1 a. Cast-in-place concrete 2 b. Concrete mix designs 3 c. Grouting 4 1.5 SUBMITTALS 5 A. Submittals shall be in accordance with Section 0133 00. 6 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 7 specials. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Product Data 10 1. Required for each type of product indicated - 11 B. Design Mixtures 12 1. For each concrete mixture submit proposed mix designs in accordance with ACI 13 318,chapter 5. 14 2. Submit each proposed mix design with a record of past performance. 15 3. Submit alternate design mixtures when characteristics of materials, Project 16 conditions,weather,test results or other circumstances warrant adjustments. 17 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 18 a. Include this quantity on delivery ticket. 19 C. Steel Reinforcement Submittals for Information 20 1. Mill test certificates of supplied concrete reinforcing, indicating physical and 21 chemical analysis. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE 25 A. Manufacturer Qualifications 26 1. A firm experienced in manufacturing ready-mixed concrete products and that 27 complies with ASTM C94 requirements for production facilities and equipment 28 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 29 Concrete Production Facilities" 30 B. Source Limitations v 31 1. Obtain each type or class of cementitious material of the same brand from the same 32 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 33 1 source from a single manufacturer. �- 34 C. ACI Publications 35 1. Comply with the following unless modified by requirements in the Contract 36 Documents: 37 a. ACI 301 Sections I through 5 38 b. ACI 117 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-5 CAST-IN-PLACE CONCRETE -- Page 5 of 25 _ 1 D. Concrete Testing Service 2 1. Engage a qualified independent testing agency to perform material evaluation tests. 3 1.10 DELIVERY,STORAGE,AND HANDLING 4 A. Steel Reinforcement 5 1. Deliver, store,and handle steel reinforcement to prevent bending and damage. 6 2. Avoid damaging coatings on steel reinforcement. 7 B. Waterstops R 8 1. Store waterstops under cover to protect from moisture, sunlight,dirt, oil and other 9 contaminants. 10 1.11 FIELD CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 14 2.2 PRODUCT TYPES AND MATERIALS 15 A. Manufacturers 16 1. In other Part 2 articles where titles below introduce lists,the following requirements 17 apply to product selection: 18 a. Available Products: Subject to compliance with requirements,products that 19 may be incorporated into the Work include,but are not limited to,products 20 specified. 21 b. Available Manufacturers: Subject to compliance with requirements, 22 manufacturers offering products that may be incorporated into the Work 23 include,but are not limited to,manufacturers specified. 24 B. Form-Facing Materials 25 1. Rough-Formed Finished Concrete 26 a. Plywood, lumber, metal or another approved material 27 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 28 2. Chamfer Strips 29 a. Wood,metal,PVC or rubber strips 30 b. 3/4-inch x 3/o-inch,minimum 31 3. Rustication Strips 32 a. Wood, metal, PVC or rubber strips 33 b. Kerfed for ease of form removal V 34 4. Form-Release Agent 35 a. Commercially formulated form-release agent that will not bond with, stain or 36 adversely affect concrete surfaces 37 b. Shall not impair subsequent treatments of concrete surfaces 38 c. For steel form-facing materials, formulate with rust inhibitor. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-6 CAST-IN-PLACE CONCRETE Page 6 of 25 1 5. Form Ties 2 a. Factory-fabricated,removable or snap-off metal or glass-fiber-reinforced 3 plastic form ties designed to resist lateral pressure of fresh concrete on forms 4 and to prevent spalling of concrete on removal. 5 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane 6 of exposed concrete surface. 7 c. Furnish ties that,when removed,will leave holes no larger than 1 inch in 8 diameter in concrete surface. 9 d. Furnish ties with integral water-barrier plates to walls indicated to receive 10 dampproofing or waterproofing. 11 C. Steel Reinforcement 12 1. Reinforcing Bars 13 a. ASTM A615, Grade 60,deformed 14 D. Reinforcement Accessories 15 1. Smooth Dowel Bars _ 16 a. ASTM A615, Grade 60,steel bars(smooth) 17 b. Cut bars true to length with ends square and free of burrs. 18 2. Bar Supports ._ 19 a. Bolsters,chairs, spacers and other devices for spacing, supporting and fastening 20 reinforcing bars and welded wire reinforcement in place 21 b. Manufacture bar supports from steel wire,plastic or precast concrete according 22 to CRSI's "Manual of Standard Practice," of greater compressive strength than 23 concrete and as follows: 24 1) For concrete surfaces exposed to view where legs of wire bar supports 25 contact forms,use CRSI Class 1 plastic-protected steel wire or CRSI 26 Class 2 stainless-steel bar supports. 27 2) For slabs-on-grade,provide sand plates,horizontal runners or precast 28 concrete blocks on bottom where base material will not support chair legs 29 or where vapor barrier has been specified. 30 E. Embedded Metal Assemblies _ 31 1. Steel Shapes and Plates: ASTM A36 32 2. Headed Studs: Heads welded by full-fusion process,as furnished by TRW Nelson 33 Stud Welding Division or approved equal 34 F. Expansion Anchors 35 1. Available Products 36 a. Wej-it Bolt, Wej-it Corporation, Tulsa,Oklahoma — 37 b. Kwik Bolt 11, Hilti Fastening Systems,Tulsa, Oklahoma 38 c. Trubolt, Ramset Fastening Systems,Paris,Kentucky 39 G. Adhesive Anchors and Dowels 40 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 41 into hardened concrete or grout-filled masonry. _ 42 a. The adhesive system shall use a 2-component adhesive mix and shall be 43 injected with a static mixing nozzle following manufacturer's instructions. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-7 CAST-IN-PLACE CONCRETE Page 7 of 25 1 b. The embedment depth of the rod shall provide a minimum allowable bond 2 strength that is equal to the allowable yield capacity of the rod,unless otherwise 3 specified. 4 2. Available Products 5 a. Hilti HIT HY 150 Max 6 b. Simpson Acrylic-Tie 7 c. Powers Fasteners AC 100+Gold 8 3. Threaded Rods: ASTM Al 93 9 a. Nuts: ASTM A563 hex carbon steel 10 b. Washers: ASTM F436 hardened carbon steel 11 c. Finish: Hot-dip zinc coating, ASTM A153, Class C 12 H. Inserts 13 1. Provide metal inserts required for anchorage of materials or equipment to concrete 14 construction where not supplied by other trades: 15 a. In vertical concrete surfaces for transfer of direct shear loads only,provide y 16 adjustable wedge inserts of malleable cast iron complete with bolts,nuts and 17 washers. 18 1) Provide%-inch bolt size,unless otherwise indicated. 19 b. In horizontal concrete surfaces and whenever inserts are subject to tension 20 forces,provide threaded inserts of malleable cast iron furnished with full depth 21 bolts. 22 1) Provide%-inch bolt size,unless otherwise indicated. 23 I. Concrete Materials 24 1. Cementitious Material 25 a. Use the following cementitious materials,of the same type,brand,and source, 26 throughout Project: 27 1) Portland Cement 28 a) ASTM C 150,Type I/II, gray 29 b) Supplement with the following: 30 (1) Fly Ash 31 (a) ASTM C618, Class C or F 32 (2) Ground Granulated Blast-Furnace Slag 33 (a) ASTM C989,Grade 100 or 120. 34 2) Silica Fume 35 a) ASTM C 1240,amorphous silica 36 3) Normal-Weight Aggregates 37 a) ASTM C33,Class 3S coarse aggregate or better, graded 38 b) Provide aggregates from a single source. 39 4) Maximum Coarse-Aggregate Size 40 a) %-inch nominal 41 5) Fine Aggregate 42 a) Free of materials with deleterious reactivity to alkali in cement 43 6) Water 44 a) ASTM C94 and potable 45 J. Admixtures CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-8 CAST-IN-PLACE CONCRETE Page 8 of 25 1 1. Air-Entraining Admixture 2 a. ASTM C260 3 2. Chemical Admixtures 4 a. Provide admixtures certified by manufacturer to be compatible with other 5 admixtures and that will not contribute water-soluble chloride ions exceeding 6 those permitted in hardened concrete. 7 b. Do not use calcium chloride or admixtures containing calcium chloride. -- 8 c. Water-Reducing Admixture 9 1) ASTM C494,Type A 10 d. Retarding Admixture 11 1) ASTM C494,Type B 12 e. Water-Reducing and Retarding Admixture 13 1) ASTM C494,Type D 14 f. High-Range,Water-Reducing Admixture 15 1) ASTM C494,Type F 16 g. High-Range,Water-Reducing and Retarding Admixture 17 1) ASTM C494,Type G H 18 h. Plasticizing and Retarding Admixture 19 1) ASTM C1017, Type II 20 K. Waterstops 21 1. Self-Expanding Butyl Strip Waterstops 22 a. Manufactured rectangular or trapezoidal strip,butyl rubber with sodium 23 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4- 24 inch x 1-inch. 25 b. Available Products 26 1) Colloid Environmental Technologies Company;Volclay Waterstop-RX 27 2) Concrete Sealants Inc.; Conseal CS-231 28 3) Greenstreak; Swellstop 29 4) Henry Company, Sealants Division; Hydro-Flex 30 5) JP Specialties,Inc.; Earthshield Type 20 31 6) Progress Unlimited,Inc.; Superstop 32 7) TCMiraDRI; Mirastop 33 L. Curing Materials 34 1. Absorptive Cover 35 a. AASHTO M182, Class 2,burlap cloth made from jute or kenaf,weighing 36 approximately 9 ounces/square yard when dry 37 2. Moisture-Retaining Cover 38 a. ASTM C 171,polyethylene film or white burlap-polyethylene sheet 39 3. Water 40 a. Potable - 41 4. Clear,Waterborne,Membrane-Forming Curing Compound 42 a. ASTM C309,Type 1, Class B,dissipating 43 b. Available Products 44 1) Anti-Hydro International, Inc.; AH Curing Compound#2 DR WB 45 2) Burke by Edoco;Aqua Resin Cure 46 3) ChemMasters; Safe-Cure Clear CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-9 CAST-IN-PLACE CONCRETE -� Page 9 of 25 1 4) Conspec Marketing&Manufacturing Co., Inc.,a Dayton Superior 2 Company; W.B. Resin Cure 3 5) Dayton Superior Corporation; Day Chem Rez Cure(J-1 I-W) 4 6) Euclid Chemical Company(The);Kurez DR VOX 5 7) Kaufinan Products, Inc.; Thinfilm 420 6 8) Lambert Corporation; Aqua Kure-Clear 7 9) L&M Construction Chemicals,Inc.; L&M Cure R 8 10) Meadows,W. R., Inc.; 1100 Clear 9 11) Nox-Crete Products Group,Kinsman Corporation; Resin Cure E 10 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 11 13) Tamms Industries,Inc.; Homcure WB 30 12 14) Unitex; Hydro Cure 309 13 15) US Mix Products Company; US Spec Maxcure Resin Clear 14 16) Vexcon Chemicals,Inc.; Certi-Vex Enviocure 100 15 M. Related Materials 16 1. Bonding Agent 17 a. ASTM C1059,Type II,non-redispersible, acrylic emulsion or styrene 18 butadiene 19 2. Epoxy Bonding Adhesive 20 a. ASTM C881,2-component epoxy resin, capable of humid curing and bonding 21 to damp surfaces, of class suitable for application temperature and of grade to 22 suit requirements, and as follows: w 23 1) Types I and II, non-load bearing 24 2) IV and V, load bearing, for bonding 25 3) Hardened or freshly mixed concrete to hardened concrete 26 3. Reglets 27 a. Fabricate reglets of not less than 0.0217-inch thick,galvanized steel sheet 28 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete - 29 or debris. 30 4. Sleeves and Blockouts 31 a. Formed with galvanized metal, galvanized pipe,polyvinyl chloride pipe, fiber - 32 tubes or wood 33 5. Nails, Spikes,Lag Bolts, Through Bolts,Anchorages 34 a. Sized as required 35 b. Shall be of strength and character to maintain formwork in place while placing 36 concrete 37 N. Repair Materials 38 1. Repair Underlayment 39 a. Cement-based,polymer-modified, self-leveling product that can be applied in 40 thicknesses of 1/8 inch or greater ' 41 1) Do not feather. 42 b. Cement Binder 43 1) ASTM C 150,portland cement or hydraulic or blended hydraulic cement as 44 defined in ASTM C219 45 c. Primer CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-10 CAST-IN-PLACE CONCRETE Page 10 of 25 1 1) Product of underlayment manufacturer recommended for substrate, 2 conditions, and application 3 d. Aggregate 4 1) Well-graded,washed gravel, 1/8 to 1/4 inch or coarse sand as 5 recommended by underlayment manufacturer 6 e. Compressive Strength 7 1) Not less than 4100 psi at 28 days when tested according to 8 ASTM C 109/C 109M 9 2. Repair Overlayment 10 a. Cement-based,polymer-modified,self-leveling product that can be applied in u 11 thicknesses of 1/8 inch or greater 12 1) Do not feather. 13 b. Cement Binder 14 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as 15 defined in ASTM C219 16 c. Primer _ 17 1) Product of topping manufacturer recommended for substrate,conditions, 18 and application 19 d. Aggregate 20 1) Well-graded,washed gravel, 1/8 to 1/4 inch or coarse sand as 21 recommended by topping manufacturer 22 e. Compressive Strength 23 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 w 24 O. Concrete Mixtures,General 25 1. Prepare design mixtures for each type and strength of concrete,proportioned on the 26 basis of laboratory trial mixture or field test data,or both,according to ACI 301. 27 a. Required average strength above specified strength 28 1) Based on a record of past performance n 29 a) Determination of required average strength above specified strength 30 shall be based on the standard deviation record of the results of at least 31 30 consecutive strength tests in accordance with ACI 318,Chapter 5.3 32 by the larger amount defined by formulas 5-1 and 5-2. 33 2) Based on laboratory trial mixtures 34 a) Proportions shall be selected on the basis of laboratory trial batches 35 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 36 average strength greater than the specified strength fc by the amount 37 defined in table 5.3.2.2. 38 3) Proportions of ingredients for concrete mixes shall be determined by an 39 independent testing laboratory or qualified concrete supplier. 40 4) For each proposed mixture, at least 3 compressive test cylinders shall be 41 made and tested for strength at the specified age. 42 a) Additional cylinders may be made for testing for information at earlier 43 ages. 44 2. Cementitious Materials 45 a. Limit percentage,by weight, of cementitious materials other than portland 46 cement in concrete as follows,unless specified otherwise: 47 1) Fly Ash: 25 percent CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-11 CAST-IN-PLACE CONCRETE 4i Page 11 of 25 1 2) Combined Fly Ash and Pozzolan: 25 percent 2 3) Ground Granulated Blast-Furnace Slag: 50 percent 3 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace 4 Slag: 50 percent 4 5 5) Portland cement minimum,with fly ash or pozzolan not exceeding 25 6 percent 7 6) Silica Fume: 10 percent 8 7) Combined Fly Ash, Pozzolans,and Silica Fume: 35 percent with fly ash or 9 pozzolans not exceeding 25 percent and silica fume not exceeding 10 10 percent 11 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag, 12 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 13 percent and silica fume not exceeding 10 percent 14 3. Limit water-soluble,chloride-ion content in hardened concrete to: 15 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides 16 (typical) 17 b. 0.15 percent by weight if concrete will be exposed to chlorides 18 c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be 19 continually dry and protected. 20 4. Admixtures 21 a. Use admixtures according to manufacturer's written instructions. 22 b. Do not use admixtures which have not been incorporated and tested in accepted w 23 mixes. 24 c. Use water-reducing high-range water-reducing or plasticizing admixture in 25 concrete, as required, for placement and workability. 26 d. Use water-reducing and retarding admixture when required by high 27 temperatures, low humidity or other adverse placement conditions. 28 e. Use water-reducing admixture in pumped concrete, concrete for heavy-use 29 industrial slabs and parking structure slabs,concrete required to be watertight, 30 and concrete with a water-cementitious materials ratio below 0.50. 31 f. Use corrosion-inhibiting admixture in concrete mixtures where indicated. 32 P. Concrete Mixtures 33 1. Refer to TxDOT"Standard Specifications for Construction and Maintenance of 34 Highways, Streets, and Bridges" for: 35 a. Culverts 36 b. Headwalls 37 c. Wingwalls 38 2. Proportion normal-weight concrete mixture as follows: 39 a. Minimum Compressive Strength: 3,000 psi at 28 days 40 b. Maximum Water-Cementitious Materials Ratio: 0.50 _ 41 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 42 inches before adding high-range water-reducing admixture or plasticizing 43 admixture,plus or minus 1 inch 44 d. Air Content: 6 percent,plus or minus 1.5 percent at point of delivery for 3/4- 45 inch nominal maximum aggregate size 46 Q. Fabricating Reinforcement CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-12 CAST-IN-PLACE CONCRETE —• Page 12 of 25 1 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2 R. Fabrication of Embedded Metal Assemblies 3 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 4 punching. Holes shall not be made by or enlarged by burning. Welding shall be in 5 accordance with AWS D 1.1. 6 2. Metal assemblies exposed to earth,weather or moisture shall be hot dip galvanized. — 7 All other metal assemblies shall be either hot dip galvanized or painted with an 8 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 9 installed in accordance with the manufacturer's instructions.Repair painted 10 assemblies after welding with same type of paint. 11 S. Concrete Mixing 12 1. Ready-Mixed Concrete: Measure, batch,mix, and deliver concrete according to 13 ASTM C94,and furnish batch ticket information. 14 a. When air temperature is between 85 and 90 degrees Fahrenheit,reduce mixing 15 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is 16 above 90 degrees Fahrenheit,reduce mixing and delivery time to 60 minutes. 17 2. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete 18 according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type 19 batch machine mixer. 20 a. For mixer capacity of 1 cubic yard or smaller,continue mixing at least 1-1/2 21 minutes,but not more than 5 minutes after ingredients are in mixer,before any 22 part of batch is released. 23 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 24 seconds for each additional 1 cubic yard. 25 c. Provide batch ticket for each batch discharged and used in the Work, indicating 26 Project identification name and number,date, mixture type,mixture time, 27 quantity, and amount of water added. Record approximate location of final 28 deposit in structure. 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3- EXECUTION 32 3.1 INSTALLERS [NOT USED] — 33 3.2 EXAMINATION [NOT USED] 34 3.3 PREPARATION [NOT USED] R, 35 3.4 INSTALLATION 36 A. Formwork } 37 1. Design,erect, shore, brace, and maintain formwork,according to ACI 301,to 38 support vertical, lateral, static, and dynamic loads, and construction loads that might 39 be applied,until structure can support such loads. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-13 CAST-IN-PLACE CONCRETE Page 13 of 25 1 2. Construct formwork so concrete members and structures are of size, shape, -` 2 alignment, elevation,and position indicated,within tolerance limits of ACI 117. 3 a. Vertical alignment 4 1) Lines, surfaces and arises less than 100 feet in height- 1 inch. - 5 2) Outside corner of exposed corner columns and control joints in concrete 6 exposed to view less than 100 feet in height- 1/2 inch. 7 3) Lines, surfaces and arises greater than 100 feet in height- 1/1000 times the 8 height but not more than 6 inches. 9 4) Outside corner of exposed corner columns and control joints in concrete 10 exposed to view greater than 100 feet in height- 1/2000 times the height 11 but not more than 3 inches. 12 b. Lateral alignment 13 1) Members- I inch. 14 2) Centerline of openings 12 inches or smaller and edge location of larger 15 openings in slabs- 1/2 inch. 16 3) Sawcuts,joints,and weakened plane embedments in slabs -3/4 inch. 17 c. Level alignment 18 1) Elevation of slabs-on-grade-3/4 inch. 19 2) Elevation of top surfaces of formed slabs before removal of shores-3/4 20 inch. 21 3) Elevation of formed surfaces before removal of shores-3/4 inch. 22 d. Cross-sectional dimensions: Overall dimensions of beams,joists, and columns 23 and thickness of walls and slabs. 24 1) 12 inch dimension or less-plus 1/2 inch to minus 1/4 inch. 25 2) Greater than 12 inch to 3 foot dimension-plus 1/2 inch to minus 3/8 inch. 26 3) Greater than 3 foot dimension-plus 1 inch to minus 3/4 inch. 27 e. Relative alignment 28 1) Stairs 29 a) Difference in height between adjacent risers- 1/8 inch. 30 b) Difference in width between adjacent treads- 1/4 inch. 31 c) Maximum difference in height between risers in a flight of stairs-3/8 32 inch. 33 d) Maximum difference in width between treads in a flight of stairs-3/8 - 34 inch. 35 2) Grooves 36 a) Specified width 2 inches or less- 1/8 inch. 37 b) Specified width between 2 inches and 12 inches - 1/4 inch. 38 3) Vertical alignment of outside corner of exposed corner columns and control 39 joint grooves in concrete exposed to view- 1/4 inch in 10 feet. 40 4) All other conditions-3/8 inch in 10 feet. 41 3. Limit concrete surface irregularities,designated by ACI 347R as abrupt or gradual, 42 as follows: 43 a. Class B, 1/4 inch for smooth-formed finished surfaces. 44 b. Class C, 1/2 inch for rough-formed finished surfaces. 45 4. Construct forms tight enough to prevent loss of concrete mortar. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-14 CAST-IN-PLACE CONCRETE Page 14 of 25 v 1 5. Fabricate forms for easy removal without hammering or prying against concrete 2 surfaces. Provide crush or wrecking plates where stripping may damage cast 3 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 4 horizontal to 1 vertical. 5 a. Install keyways,reglets,recesses, and the like, for easy removal. 6 b. Do not use rust-stained steel form-facing material. 7 6. Set edge forms,bulkheads, and intermediate screed strips for slabs to achieve 8 required elevations and slopes in fmished concrete surfaces. Provide and secure 9 units to support screed strips; use strike-off templates or compacting-type screeds. 10 7. Construct formwork to cambers shown or specified on the Drawings to allow for 11 structural deflection of the hardened concrete. Provide additional elevation or 12 camber in formwork as required for anticipated formwork deflections due to weight 13 and pressures of concrete and construction loads. 14 8. Foundation Elements: Form the sides of all below grade portions of beams, pier 15 caps,walls, and columns straight and to the lines and grades specified. Do no earth 16 form foundation elements unless specifically indicated on the Drawings. 4 17 9. Provide temporary openings for cleanouts and inspection ports where interior area 18 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 19 securely braced to prevent loss of concrete mortar. Locate temporary openings in ` 20 forms at inconspicuous locations. 21 10. Chamfer exterior corners and edges of permanently exposed concrete. v 22 11. Form openings, chases, offsets, sinkages, keyways,reglets, blocking, screeds,and 23 bulkheads required in the Work. Determine sizes and locations from trades 24 providing such items. 25 12. Clean forms and adjacent surfaces to receive concrete. Remove chips,wood, 26 sawdust,dirt, and other debris just before placing concrete. 27 13. Retighten forms and bracing before placing concrete, as required,to prevent mortar 28 leaks and maintain proper alignment. 29 14. Coat contact surfaces of forms with form-release agent, according to manufacturer's 30 written instructions, before placing reinforcement, anchoring devices, and 31 embedded items. 32 a. Do not apply form release agent where concrete surfaces are scheduled to 33 receive subsequent finishes which may be affected by agent. Soak contact 34 surfaces of untreated forms with clean water. Keep surfaces wet prior to 35 placing concrete. 36 B. Embedded Items 37 1. Place and secure anchorage devices and other embedded items required for 38 adjoining work that is attached to or supported by cast-in-place concrete. Use 39 setting drawings, templates,diagrams, instructions, and directions furnished with 40 items to be embedded. 41 a. Install anchor rods,accurately located,to elevations required and complying 42 with tolerances in AISC 303, Section 7.5. 43 1) Spacing within a bolt group: 1/8 inch 44 2) Location of bolt group(center): %Z inch 45 3) Rotation of bolt group: 5 degrees CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 03 30 00-15 CAST-IN-PLACE CONCRETE Page 15 of 25 _ 1 4) Angle off vertical: 5 degrees 2 5) Bolt projection: f 3/8 inch 3 b. Install reglets to receive waterproofing and to receive through-wall flashings in 4 outer face of concrete frame at exterior walls,where flashing is shown at lintels, 5 shelf angles,and other conditions. 6 C. Removing and Reusing Forms .� 7 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design 8 compressive strength. 9 2. General: Formwork for sides of beams,walls,columns,and similar parts of the 10 Work that does not support weight of concrete may be removed after cumulatively 11 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 12 concrete is hard enough to not be damaged by form-removal operations and curing 13 and protection operations are maintained. 14 a. Leave formwork for beam softs,joists, slabs, and other structural elements 15 that supports weight of concrete in place until concrete has achieved at least 70 16 percent of its 28-day design compressive strength. 17 b. Do not remove formwork supporting conventionally reinforced concrete until 18 concrete has attained 70 percent of its specified 28 day compressive strength as 19 established by tests of field cured cylinders. In the absence of cylinder tests, 20 supporting formwork shall remain in place until the concrete has cured at a 21 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 22 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 23 surrounding air temperature is below 50 degrees Fahrenheit,to the minimum 24 listed time period. Formwork for 2-way conventionally reinforced slabs shall 25 remain in place for at least the minimum cumulative time periods specified for 26 1-way slabs of the same maximum span. 27 c. Immediately reshore 2-way conventionally reinforced slabs after formwork 28 removal. Reshores shall remain until the concrete has attained the specified 28 29 day compressive strength. 30 d. Minimum cumulative curing times may be reduced by the use of high-early 31 strength cement or forming systems which allow form removal without 32 disturbing shores,but only after the Contractor has demonstrated to the 33 satisfaction of the Engineer that the early removal of forms will not cause 34 excessive sag,distortion or damage to the concrete elements. 35 e. Completely remove wood forms. Provide temporary openings if required. 36 f. Provide adequate methods of curing and thermal protection of exposed concrete 37 if forms are removed prior to completion of specified curing time. 38 g. Reshore areas required to support construction loads in excess of 20 pounds per 39 square foot to properly distribute construction loading. Construction loads up 40 to the rated live load capacity may be placed on unshored construction provided 41 the concrete has attained the specified 28 day compressive strength. 42 h. Obtaining concrete compressive strength tests for the purposes of form removal 43 is the responsibility of the Contractor. 44 i. Remove forms only if shores have been arranged to permit removal of forms 45 without loosening or disturbing shores. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-16 CAST-IN-PLACE CONCRETE Page 16 of 25 _ 1 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 2 delaminated, or otherwise damaged form-facing material will not be acceptable for 3 exposed surfaces. Apply new form-release agent. 4 4. When forms are reused, clean surfaces,remove fins and laitance, and tighten to 5 close joints. Align and secure joints to avoid offsets. Do not use patched forms for 6 exposed concrete surfaces unless approved by Engineer. 7 D. Shores and Reshores 8 1. The Contractor is solely responsible for proper shoring and reshoring. 9 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring 10 and reshoring. 11 a. Do not remove shoring or reshoring until measurement of slab tolerances is 12 complete. 13 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 14 Locate and provide adequate reshoring to support construction without excessive 15 stress or deflection. 16 E. Steel Reinforcement 17 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 18 reinforcement. 19 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 20 before placing concrete. Y 21 2. Clean reinforcement of loose rust and mill scale,earth, ice, and other foreign 22 materials that would reduce bond to concrete. 23 3. Accurately position, support, and secure reinforcement against displacement. 24 Locate and support reinforcement with bar supports to maintain minimum concrete 25 cover. Do not tack weld crossing reinforcing bars. 26 a. Weld reinforcing bars according to AWS DIA,where indicated. Only steel 27 conforming to ASTM A706 may be welded. 28 4. Installation tolerances 29 a. Top and bottom bars in slabs, girders,beams and joists: 30 1) Members 8 inches deep or less:t3/8 inch w 31 2) Members more than 8 inches deep: t1/2 inch 32 b. Concrete Cover to Formed or Finished Surfaces: t3/8 inches for members 8 33 inches deep or less;t1/2 inches for members over 8 inches deep, except that 34 tolerance for cover shall not exceed 1/3 of the specified cover. 35 5. Concrete Cover 36 a. Reinforcing in structural elements deposited against the ground: 3 inches 37 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 38 c. Grade beams and exterior face of formed walls and columns exposed to 39 weather or in contact with the ground: 2 inches 40 d. Interior faces of walls: 1 inches 41 e. Slabs: 3/4 inches 42 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 43 with ACI 318 for minimum lap of spliced bars where not specified on the 44 documents. Do not lap splice no. 14 and 18 bars. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 03 30 00-17 CAST-IN-PLACE CONCRETE Page 17 of 25 1 7. Field Welding of Embedded Metal Assemblies 2 a. Remove all paint and galvanizing in areas to receive field welds. 3 b. Field Prepare all areas where paint or galvanizing has been removed with the 4 specified paint or cold galvanizing compound,respectively. 5 F. Joints 6 1. General: Construct joints true to line with faces perpendicular to surface plane of 7 concrete. r 8 2. Construction Joints: Install so strength and appearance of concrete are not 9 impaired,at locations indicated or as approved by Engineer. 10 a. Place joints perpendicular to main reinforcement. Continue reinforcement 11 across construction joints,unless otherwise indicated. Do not continue 12 reinforcement through sides of strip placements of floors and slabs. 13 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. Y 14 c. Locate joints for beams, slabs,joists, and girders in the middle third of spans. 15 Offset joints in girders a minimum distance of twice the beam width from a 16 beam-girder intersection. 17 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 18 beams, and girders and at the top of footings or floor slabs. 19 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 20 with walls,near corners, and in concealed locations where possible. 21 f. Use a bonding agent at locations where fresh concrete is placed against 22 hardened or partially hardened concrete surfaces. - 23 3. Doweled Joints: Install dowel bars and support assemblies at joints where 24 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete 25 bonding to 1 side of joint. 26 G. Waterstops 27 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 28 form a continuous diaphragm. Install in longest lengths practicable. Support and 29 protect exposed waterstops during progress of the Work. Field fabricate joints in 30 waterstops according to manufacturer's written instructions. 31 2. Self-Expanding Strip Waterstops: Install in construction joints and at other 32 locations indicated, according to manufacturer's written instructions, adhesive 33 bonding, mechanically fastening,and firmly pressing into place. Install in longest 34 lengths practicable. 35 H. Adhesive Anchors 36 1. Comply with the manufacturer's installation instructions on the hole diameter and — 37 depth required to fully develop the tensile strength of the adhesive anchor or 38 reinforcing bar. 39 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all 40 loose material from the hole,prior to installing adhesive material. 41 I. Concrete Placement 42 1. Before placing concrete,verify that installation of formwork,reinforcement, and 43 embedded items is complete and that required inspections have been performed. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-18 CAST-IN-PLACE CONCRETE Page 18 of 25 1 2. Do not add water to concrete during delivery, at Project site,or during placement 2 unless approved by Engineer. 3 3. Before test sampling and placing concrete,water may be added at Project site, 4 subject to limitations of ACI 301. 5 a. Do not add water to concrete after adding high-range water-reducing 6 admixtures to mixture. 7 b. Do not exceed the maximum specified water/cement ratio for the mix. 8 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness 9 that no new concrete will be placed on concrete that has hardened enough to cause 10 seams or planes of weakness. If a section cannot be placed continuously,provide ` 11 construction joints as indicated. Deposit concrete to avoid segregation. 12 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 13 pressures, 15 feet maximum and in a manner to avoid inclined construction - 14 joints. 15 b. Consolidate placed concrete with mechanical vibrating equipment according to 16 ACI 301. 17 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw 18 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 19 layer and at least 6 inches into preceding layer. Do not insert vibrators into w 20 lower layers of concrete that have begun to lose plasticity. At each insertion, 21 limit duration of vibration to time necessary to consolidate concrete and 22 complete embedment of reinforcement and other embedded items without 23 causing mixture constituents to segregate. 24 d. Do not permit concrete to drop freely any distance greater than 10 feet for 25 concrete containing a high range water reducing admixture (superplasticizer)or 26 5 feet for other concrete.Provide chute or tremie to place concrete where longer 27 drops are necessary. Do not place concrete into excavations with standing 28 water. If place of deposit cannot be pumped dry,pour concrete through a tremie 29 with its outlet near the bottom of the place of deposit. 30 e. Discard pump priming grout and do not use in the structure. 31 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 32 within limits of construction joints,until placement of a panel or section is 33 complete. 34 a. Consolidate concrete during placement operations so concrete is thoroughly 35 worked around reinforcement and other embedded items and into comers. -. 36 b. Maintain reinforcement in position on chairs during concrete placement. 37 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 38 d. Slope surfaces uniformly to drains where required. 39 e. Begin initial floating using bull floats or darbies to form a uniform and open- 40 textured surface plane,before excess bleedwater appears on the surface. Do not 41 further disturb slab surfaces before starting finishing operations. 42 6. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect 43 concrete work from physical damage or reduced strength that could be caused by 44 frost, freezing actions,or low temperatures. 45 a. When average high and low temperature is expected to fall below 40 46 degrees Fahrenheit for 3 successive days,maintain delivered concrete mixture 47 temperature within the temperature range required by ACI 301. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 03 30 00-19 CAST-IN-PLACE CONCRETE Page 19 of 25 1 b. Do not use frozen materials or materials containing ice or snow. Do not place 2 concrete on frozen subgrade or on subgrade containing frozen materials. 3 c. Do not use calcium chloride, salt, or other materials containing antifreeze 4 agents or chemical accelerators unless otherwise specified and approved in �- 5 mixture designs. 6 7. Hot-Weather Placement: Comply with ACI 305.1 and as follows: 7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 8 placement. Chilled mixing water or chopped ice may be used to control 9 temperature,provided water equivalent of ice is calculated to total amount of 10 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 11 b. Fog-spray forms, steel reinforcement, and subgrade just before placing 12 concrete. Keep subgrade uniformly moist without standing water, soft spots,or 13 dry areas. 14 J. Finishing Formed Surfaces 15 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material 16 with tie holes and defects repaired and patched. Remove fins and other projections 17 that exceed specified limits on formed-surface irregularities. 18 a. Apply to concrete surfaces not exposed to public view. 19 2. Related Unformed Surfaces: At tops of walls,horizontal offsets, and similar 20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 21 texture matching adjacent formed surfaces. Continue final surface treatment of 22 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise 23 indicated. 24 K. Miscellaneous Concrete Items 25 1. Filling In: Fill in holes and openings left in concrete structures,unless otherwise 26 indicated, after work of other trades is in place. Mix, place, and cure concrete, as 27 specified, to blend with in-place construction. Provide other miscellaneous 28 concrete filling indicated or required to complete the Work. 29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 30 concrete is still green and by steel-troweling surfaces to a hard,dense finish with 31 corners, intersections, and terminations slightly rounded. 32 3. Equipment Bases and Foundations: Provide machine and equipment bases and 33 foundations as shown on Drawings. Set anchor bolts for machines and equipment 34 at correct elevations, complying with diagrams or templates from manufacturer 35 furnishing machines and equipment. 36 a. Housekeeping pads:Normal weight concrete(3000 psi),reinforced with 37 #3@ 16 inches on center set at middepth of pad. Trowel concrete to a dense, 38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 39 during pouring of concrete fill. 40 4. Protective slabs("Mud slabs"):Normal weight concrete(2500 psi minimum)with a " 41 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. 42 L. Concrete Protecting and Curing _ 43 1. General: Protect freshly placed concrete from premature drying and excessive cold 44 or hot temperatures. Comply with ACI 306.1 for cold-weather protection and 45 ACI 305.1 for hot-weather protection during curing. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-20 CAST-IN-PLACE CONCRETE Page 20 of 25 1 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 2 supported slabs,and other similar surfaces. If forms remain during curing period, 3 moist cure after loosening forms. If removing forms before end of curing period, 4 continue curing for the remainder of the curing period. 5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 6 unformed surfaces, including floors and slabs, concrete floor toppings, and other 7 surfaces. 8 4. Cure concrete according to ACI 308.1,by 1 or a combination of the following 9 methods: 10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 1 I with the following materials: 12 1) Water 13 2) Continuous water-fog spray 14 3) Absorptive cover,water saturated,and kept continuously wet. Cover 15 concrete surfaces and edges with 12-inch lap over adjacent absorptive 16 covers _ 17 b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- 18 retaining cover for curing concrete,placed in widest practicable width,with 19 sides and ends lapped at least 12 inches, and sealed by waterproof tape or 20 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears 21 during curing period using cover material and waterproof tape. 22 1) Moisture cure or use moisture-retaining covers to cure concrete surfaces to 23 receive floor coverings. 24 2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to 25 receive penetrating liquid floor treatments. 26 3) Cure concrete surfaces to receive floor coverings with either a moisture- 27 retaining cover or a curing compound that the manufacturer certifies will 28 not interfere with bonding of floor covering used on Project. 29 c. Curing Compound: Apply uniformly in continuous operation by power spray �. 30 or roller according to manufacturer's written instructions. Recoat areas 31 subjected to heavy rainfall within 3 hours after initial application. Maintain 32 continuity of coating and repair damage during curing period. - 33 3.5 REPAIR 34 A. Concrete Surface Repairs 35 1. Defective Concrete: Repair and patch defective areas when directed by Engineer. 36 Remove and replace concrete that cannot be repaired and patched to Engineer's 37 approval. 38 2. Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland 39 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve,using only enough 40 water for handling and placing. 4 41 3. Repairing Formed Surfaces: Surface defects include color and texture 42 irregularities, cracks, spalls,air bubbles, honeycombs,rock pockets, fins and other 43 projections on the surface,and stains and other discolorations that cannot be 44 removed by cleaning. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 03 30 00-21 CAST-IN-PLACE CONCRETE Page 21 of 25 1 a. Immediately after form removal, cut-out honeycombs,rock pockets,and voids 2 more than 1/2 inch in any dimension in solid concrete,but not less than 1 inch 3 in depth. Make edges of cuts perpendicular to concrete surface. Clean,dampen 4 with water, and brush-coat holes and voids with bonding agent. Fill and 5 compact with patching mortar before bonding agent has dried. Fill form-tie 6 voids with patching mortar or cone plugs secured in place with bonding agent. 7 b. Repair defects on surfaces exposed to view by blending white portland cement 8 and standard portland cement so that,when dry,patching mortar will match 9 surrounding color. Patch a test area at inconspicuous locations to verify 10 mixture and color match before proceeding with patching. Compact mortar in 11 place and strike off slightly higher than surrounding surface. 12 c. Repair defects on concealed formed surfaces that affect concrete's durability 13 and structural performance as determined by Engineer. �. 14 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 15 for finish and verify surface tolerances specified for each surface. Correct low and 16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 17 a sloped template. 18 a. Repair finished surfaces containing defects. Surface defects include spalls,pop 19 outs,honeycombs,rock pockets, crazing and cracks in excess of 0.01 inch wide 20 or that penetrate to reinforcement or completely through unreinforced sections 21 regardless of width, and other objectionable conditions. 22 b. After concrete has cured at least 14 days, correct high areas by grinding. 23 c. Correct localized low areas during or immediately after completing surface 24 finishing operations by cutting out low areas and replacing with patching 25 mortar. Finish repaired areas to blend into adjacent concrete. 26 d. Repair defective areas, except random cracks and single holes 1 inch or less in 27 diameter,by cutting out and replacing with fresh concrete. Remove defective 28 areas with clean, square cuts and expose steel reinforcement with at least a 3/4- 29 inch clearance all around. Dampen concrete surfaces in contact with patching 30 concrete and apply bonding agent. Mix patching concrete of same materials 31 and mixture as original concrete except without coarse aggregate. Place, 32 compact, and finish to blend with adjacent finished concrete. Cure in same 33 manner as adjacent concrete. 34 e. Repair random cracks and single holes 1 inch or less in diameter with patching 35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 36 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply + 37 bonding agent. Place patching mortar before bonding agent has dried. 38 Compact patching mortar and finish to match adjacent concrete. Keep patched 39 area continuously moist for at least 72 hours. - 40 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy 41 adhesive and patching mortar. 42 6. Repair materials and installation not specified above may be used, subject to 43 Engineer's approval. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-22 CAST-IN-PLACE CONCRETE Page 22 of 25 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD QUALITY CONTROL 3 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 4 inspecting agency to perform field tests and inspections and prepare test reports. 5 B. Inspections r 6 1. Steel reinforcement placement 7 2. Headed bolts and studs 8 3. Verification of use of required design mixture 9 4. Concrete placement,including conveying and depositing 10 5. Curing procedures and maintenance of curing temperature 11 6. Verification of concrete strength before removal of shores and forms from beams 12 and slabs 13 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 14 according to ASTM C 172 according to the following requirements: 15 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 16 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard,plus 1 set for 17 each additional 50 cubic yard or fraction thereof. 18 2. Slump: ASTM C143; 1 test at point of placement for each composite sample,but 19 not less than 1 test for each day's pour of each concrete mixture. Perform additional - 20 tests when concrete consistency appears to change. 21 3. Air Content: ASTM C231,pressure method, for normal-weight concrete; 1 test for 22 each composite sample,but not less than 1 test for each day's pour of each concrete 23 mixture. 24 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 25 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 26 test for each composite sample. 27 5. Compression Test Specimens: ASTM C31. _ 28 a. Cast and laboratory cure 4 cylinders for each composite sample. 29 1) Do not transport field cast cylinders until they have cured for a 30 minimum of 24 hours. 31 6. Compressive-Strength Tests: ASTM C39; 32 a. Test 1 cylinder at 7 days. 33 b. Test 2 cylinders at 28 days. 34 c. Hold 1 cylinder for testing at 56 days as needed. 35 7. When strength of field-cured cylinders is less than 85 percent of companion 36 laboratory-cured cylinders,evaluate operations and provide corrective procedures 37 for protecting and curing in-place concrete. 38 8. Strength of each concrete mixture will be satisfactory if every average of any 3 39 consecutive compressive-strength tests equals or exceeds specified compressive 40 strength and no compressive-strength test value falls below specified compressive 41 strength by more than 500 psi. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 ..n 03 30 00-23 CAST-IN-PLACE CONCRETE Page 23 of 25 1 9. Report test results in writing to Engineer,concrete manufacturer, and Contractor 2 within 48 hours of testing. Reports of compressive-strength tests shall contain 3 Project identification name and number,date of concrete placement,name of 4 concrete testing and inspecting agency, location of concrete batch in Work,design 5 compressive strength at 28 days, concrete mixture proportions and materials, 6 compressive breaking strength, and type of break for both 7-and 28-day tests. 7 10. Additional Tests: Testing and inspecting agency shall make additional tests of 8 concrete when test results indicate that slump, air entrainment,compressive 9 strengths, or other requirements have not been met, as directed by Engineer. 10 Testing and inspecting agency may conduct tests to determine adequacy of concrete 11 by cored cylinders complying with ASTM C42 or by other methods as directed by 12 Engineer. 13 a. When the strength level of the concrete for any portion of the structure,as 14 indicated by cylinder tests, falls below the specified requirements,provide 15 improved curing conditions and/or adjustments to the mix design as required to 16 obtain the required strength. If the average strength of the laboratory control _ 17 cylinders falls so low as to be deemed unacceptable, follow the core test 18 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 19 approved by the Engineer. Core sampling and testing shall be at Contractors 20 expense. 21 b. If the results of the core tests indicate that the strength of the structure is 22 inadequate,any replacement, load testing, or strengthening as may be ordered 23 by the Engineer shall be provided by the Contractor without cost to the City. 24 11. Additional testing and inspecting, at Contractor's expense,will be performed to 25 determine compliance of replaced or additional work with specified requirements. 26 12. Correct deficiencies in the Work that test reports and inspections indicate does not { 27 comply with the Contract Documents. 28 D. Measure floor and slab flatness and levelness according to ASTM El 155 within 48 29 hours of finishing. 30 E. Concrete Finish Measurement and Tolerances 31 1. All floors are subject to measurement for flatness and levelness and comply with - 32 the following: 33 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 34 a 10 foot long straightedge.Apply straightedge to the slab at 3 foot intervals in 35 both directions, lapping straightedge 3 feet on areas previously checked. Low 36 spots shall not exceed the above dimension anywhere along the straightedge. 37 Flatness shall be checked the next work day after finishing. 38 b. Slabs shall be level within a tolerance of f 1/4 inch in 10 feet,not to exceed 3/4 39 inches total variation,anywhere on the floor, from elevations indicated on the 40 Drawings. Levelness shall be checked on a 10 foot grid using a level after 41 removal of forms. 42 c. Measurement Standard: All floors are subject to measurement for flatness and 43 levelness, according to ASTM E 1155. 44 2. 2 Tiered Measurement Standard 45 a. Each floor test section and the overall floor area shall conform to the 2-tiered 46 measurement standard as specified herein. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-24 CAST-IN-PLACE CONCRETE Page 24 of 25 1 1) Minimum Local Value: The minimum local FF/FL values represent the 2 absolute minimum surface profile that will be acceptable for any 1 test 3 sample(line of measurements)anywhere within the test area. 4 2) Specified Overall Value: The specified overall FF/FL values represent the 5 minimum values acceptable for individual floor sections as well as the floor 6 as a whole. 7 3. Floor Test Sections 8 a. A floor test section is defined as the smaller of the following areas: 9 1) The area bounded by column and/or wall lines 10 2) The area bounded by construction and/or control joint lines 11 3) Any combination of column lines and/or control joint lines 12 b. Test sample measurement lines within each test section shall be 13 multidirectional along 2 orthogonal lines, as defined by ASTM E1155, at a 14 spacing to be determined by the City's testing agency. 15 c. The precise layout of each test section shall be determined by the City's testing 16 agency. 17 4. Concrete Floor Finish Tolerance 18 a. The following values apply before removal of shores. Levelness values(FL)do 19 not apply to intentionally sloped or cambered areas,nor to slabs poured on _ 20 metal deck or precast concrete. 21 1) Slabs 22 Overall Value FF45/FL30 23 Minimum Local Value FF30/FL20 24 5. Floor Elevation Tolerance Envelope 25 a. The acceptable tolerance envelope for absolute elevation of any point on the 26 slab surface,with respect to the elevation shown on the Drawings, is as follows: 27 1) Slab-on-Grade Construction: f 3/4 inch 28 2) Top surfaces of formed slabs measured prior to removal of supporting 29 shores: f 3/4 inch 30 3) Top surfaces of all other slabs: f 3/4 inch 31 4) Slabs specified to slope shall have a tolerance from the specified slope of 32 3/8 inch in 10 feet at any point,up to 3/4 inch from theoretical elevation at 33 any point. 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING .. 37 A. Defective Work 38 1. Imperfect or damaged work or any material damaged or determined to be defective 39 before final completion and acceptance of the entire job shall be satisfactorily 40 replaced at the Contractor's expense, and in conformity with all of the requirements 41 of the Drawings and Specifications. 42 2. Perform removal and replacement of concrete work in such manner as not to impair 43 the appearance or strength of the structure in any way. 44 B. Cleaning CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 033000-25 CAST-rN-PLACE CONCRETE Page 25 of 25 1 1. Upon completion of the work remove from the site all forms,equipment,protective 2 coverings and any rubbish resulting therefrom. 3 2. After sweeping floors,wash floors with clean water. 4 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. 5 3.11 CLOSEOUT ACTIVITIES [NOT USED] 6 3.12 PROTECTION [NOT USED] 7 3.13 MAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.0.3—Removed Blue Text/Added Descriptions for water-soluble, 12/20/2012 D.Johnson chloride-ion content 3A.C.1—Changed 75%to 70% 11 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 12 1 SECTION 26 05 33 2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 3 PART1 - GENERAL 4 1.1 SUMMARY ` 5 A. Section Includes: 6 1. Furnish and install complete raceway systems as shown on the Drawings and as 7 specified herein. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 26 05 43—Underground Ducts and Raceways for Electrical Systems 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 , 17 a: MeasaFeeat 18 4} 19 l- Payment _ 20 4} The work pe4ofmod and the m-Ateff-iffil-s-fiffaished in aeeerdmee with this 21 22 , 23 1p R1104mad- 24 2. Conduits and Related Hardware,when no bid item for Electrical Facilities exists 25 a. Measurement 26 1) Measurement for conduit shall be per linear foot of the size, installation 27 method,and type of conduit installed. 28 2) Limits of measurement for conduit are from center to center between 29 ground boxes or poles, a combination of the two or to the termination point. 30 b. Payment 31 1) Payment for conduit shall be made at the price bid per linear foot of the 32 size,installation method, and type of conduit installed. This work shall be 33 paid for as follows: 34 a) 2605.3006 1 1/2"Condt PVC Sch 80(T)—per linear foot 35 b) 2605.3035 1112"Condt PVC Sch 40(T)—per linear foot 36 37 c. The price bid shall include: 38 1) Installation of Conduit and Related Hardware including,but not limited to: 39 a) Elbows 40 b) Couplings 41 63 Weather-heads CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 12 1 3- , 2 aT ry 3 4 13- payfaeat 5 6 7 ,and fie Other-e8fopeffsatien*411 8 be a IAAA,Rd 9 4. Conduit Boxes,when no bid item for Electrical Facilities exists 10 a. Measurement 11 1) Measurement for this Item shall be per each Conduit Box installed per 12 location of installation. 13 b. Payment 14 1) The work performed and materials furnished in accordance to this Item 15 shall be paid for at the unit price bid for"Conduit Box"installed. This work 16 shall be paid for as follows: 17 a) 2605.2101 Conduit Box—per linear foot 18 c. The price bid shall include: 19 1) Furnishing and installing the Conduit Box 20 2) Excavation 21 3) Furnishing, placement and compaction of backfill 22 4) Clean-up 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification,unless a date is specifically cited. 28 2. American National Standards Institute, Inc. (ANSI). 29 , 30 Conduit(ERAC : 31 3. National Electrical Manufacturers Association(NEMA). 32 a. 250, Enclosures for Electrical Equipment(1000 Volt Maximum). 33 b. C80.1, Electrical Rigid Steel Conduit. 34 c. TC-2, Electrical Polyvinyl Chloride(PVC)Tubing and Conduit. 35 d. TC-3,Polyvinyl Chloride(PVC)Fittings for Use with Rigid PVC Conduit and - 36 Tubing. 37 . 38 4. National Fire Protection Association(NFPA) 39 a. 70—National Electrical Code(NEC). 40 4� Miele 350, 1i tight Flexible Metal C^ Type I RUG. 41 2) Chapter 9, Tables. 42 5. Underwriters Laboratories (UL) 43 a. 6,Electrical Rigid Metal Conduit—Steel. 44 b. 514B,Conduit, Tubing and Cable Fittings. 45 c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. 46 B. All equipment components and completed assemblies specified in this Section of the 47 Specifications shall bear the appropriate label of UL. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 26 05 33-3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 12 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS - 4 A. Product Data 5 1. Submit to the City, in accordance with Division 1,the manufacturers'names and 6 product designation or catalog numbers of all materials specified. 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE 10 A. Qualifications 11 1. Manufacturers 12 a. Refer to Specification Section 01 60 00 for listing of approved manufacturers 13 for all materials. 14 1.10 DELIVERY,STORAGE,AND HANDLING 15 A. Storage and Handling Requirements 16 1. Handling: In accordance with manufacturer's instructions. 17 2. Storage 18 a. In accordance with manufacturer's instructions T 19 b. Not exposed to sunlight 20 c. Completely covered 21 3. Materials showing signs of previous or jobsite exposure will be rejected. 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY 24 A. No separate warranty on conduit. 25 PART 2 - PRODUCTS 26 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 27 2.2 CONDUIT 28 A-. Liquidti&Ste-A-1- Conduit 29 30 -2-. PVGjaeket r-Atod for-90 dogfees Celsius 31 3- Complies With NEC, A—Ai.to 350 32 4. Ings 33 -5-. tr44.....aoa 4.to... 6063 T- t 34 35 A- CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-4 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 4 of 12 1 ANSI v8e.5 2 b- U3 6 3 B. Rigid Steel Conduit 4 1. Hot dip galvanized 5 2. Threads: Hot galvanized after cutting 6 3. Conforms to: 7 a. NEMA C80.1 8 C. Rigid PVC Schedule 80 Conduit 9 1. Designed for use above ground and underground as described in the NEC 10 2. Resistant to sunlight 11 3. UL Labeled 12 4. Conforms to: 13 a. NEMA TC-2 14 b. UL 651 15 5. Fittings conform to: 16 a. NEMA TC-3 17 b. UL 514B 18 D. Rigid PVC Schedule 40 Conduit V 19 1. Designed for use underground as described in the NEC 20 2. Resistant to sunlight 21 3. UL Labeled. 22 4. Conforms to: 23 a. NEMA TC-2 w. 24 b. UL 651 25 5. Fittings conform to: 26 a. NEMA TC-3 - 27 b. UL 514B 28 29 30 -2- Resistaa4 to suali& 31 -3- t�L Labeled - 32 4. Ceafet s-to 33 e: rr65 z 34 b- UL 654B 35 e, NEMA 7 36 F. Raceway Boxes 37 38 2. Boxes for underground systems: Refer to Section 26 05 43. 39 3. Box size 40 a. Distance between each raceway entry inside the box and the opposite wall: Not 41 be less than 6 times the trade size of the largest raceway in a row. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 12 1 b. Distance shall be increased for additional entries by the amount of the sum of 2 the diameters of all other raceway entries in the same row on the same wall of 3 the box. 4 c. Each row calculated individually, and the single row that provides the 5 maximum distance used to size box. 6 2.3 ACCESSORIES 7 A. Conduit Outlet Bodies 8 1. Up to and including 2-1/2 inches 9 a. Conduit outlet bodies and covers: Galvanized steel 10 b. Captive screw-clamp cover 11 c. Neoprene gasket 12 d. Stainless steel screws and clamps 13 2. Larger than 2-1/2 inches 14 a. Use junction boxes. 15 B. Conduit Hubs _ 16 1. Watertight 17 2. Threaded galvanized steel 18 3. Insulated throat 19 4. Stainless steel grounding screw 20 C. Grounding Bushings 21 1. Insulated lay-in lug grounding bushings - 22 2. Tin-plated copper grounding path 23 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees _ 24 Celsius 25 4. Plastic insert cap each bushing 26 5. Lug size: Sufficient to accommodate maximum ground wire size required by the 27 NEC for the application 28 D. Raceway Sealant 29 1. Use for sealing of raceway hubs,entering or terminating in boxes or enclosures 30 where shown or specified 31 - 32 33 F. Conduit and related hardware R 34 1. All polyvinyl chloride conduits, including elbows and couplings shall be schedule 35 40 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' 36 Laboratories,Inc. Standard UL-651. All conduit sizes shall be as indicated on the 37 Drawings. 38 2. Rigid metal conduit shall be steel,hot-dipped galvanized inside and outside. 39 3- Weather.h_@_A_d_s h-e- fflwa4e of aluminufa and fa"be the thfoaded or-the 61" en 40 �e_- 41 G- 42 � use CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ,s Revised December 20,2012 260533-6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 12 1 ;} 2 li` Iesed 3 �- £ 4 ;} 5 li` �^ 6 7 44 ENPan 8 4- 9 10 ?r I teraft!grefliag 11 2.4 SOURCE QUALITY CONTROL [NOT USED] a 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] " 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION 17 A. Interface with Other Work 18 1. Coordinate the placement of conduit and related components with other trades and 19 existing installations. 20 B. Unless shown on the Drawings or specified otherwise,the conduit type installed with 21 respect to the location shall be as follows: 22 1. Underground, 18 inches or more cover: Rigid PVC Schedule 40 or HDPE 23 2. Underground, less than 18 inches cover: Rigid PVC Schedule 80 or HDPE 24 3. Exposed: Rigid galvanized steel 25 4. r• 26 Chit 27 CT ghat' = 28 4- , 29 . 30 , 31 32 3- 33 effelesufa is Prohibited 34 D. Conduit Outlet Bodies Applications 35 1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used, 36 except where junction boxes are shown or otherwise specified 37 2. Conduits larger than 2-1/2 inches: Use junction boxes 38 E. Conduit Hub Applications CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 of 12 1 1. Unless specifically stated herein or described on the Drawings, all raceways shall 2 terminate at an outlet with a conduit hub. Locknut or double locknut terminations 4 3 will not be permitted. 4 F. Insulated Grounding Bushing Applications 5 1. Use: Terminate raceways at bottom entry to pad-mounted electrical equipment or 6 switchgear, if there is no wall or floor pan on which to anchor or terminate the 7 raceway. _ 8 2. Other raceways: Terminate on enclosures with a conduit hub. 9 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be 10 pulled. 11 6- 12 13 , 14 15 &40668ff fittiffgS E180-8 4%* 16 , OR _. 17 , 18 . 19 20 4-. Conduit wall seals-i. Use wheFe tmder-gFetmd aeaduits peaetFa�e walls or-eA other- 21 -. 22 .1- Conduit sealing bushings- Use to sea!eeffdait eads e*pesed to the wea4hef and- 23 24 I. Conduit Tag Applications 25 1. Tag all conduits within 1 foot of the entry of equipment,and wall and floor 26 penetrations. 27 2. Tag all underground conduits and ducts at all locations,exiting and entering from 28 underground, including manholes and handholes. 29 J. Raceway Installation 30 1. No conduit smaller than 1'/4 inch electrical trade size. 31 2. No more than the equivalent of 3 -90 degree bends in any 1 run. 32 3. Do not pull wire until the conduit system is complete in all details. 33 4. Install all underground raceways in accordance with Section 26 05 43. 34 5. Where raceways enter or leave the raceway system,where the raceway origin or T 35 termination,could be subjected to the entry of moisture,rain or liquid of any type, 36 particularly where the termination of such raceways terminate in any equipment, 37 new or existing at a lower elevation, such raceways shall be tightly sealed,using 38 watertight sealant(Duxseal or equal), at the higher elevation,both before and after 39 the installation of cables, such that there shall be no entry of water or moisture to 40 the Raceway System at any time. Any damage to new or existing equipment,due to 41 the entrance of moisture from unsealed raceways, shall be corrected by complete 42 replacement of such equipment,at no cost to the City. Cleaning or drying of such 43 damaged equipment will not be acceptable. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-8 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8 of 12 1 , 2 3 -k. Single aea&its. Suppeft with 1 he!@ pipe elamps in eefabiamiea with 1 sefew b 4 plates, 5 6 ffi-iffiffib-A-fri aftd d'A@ad0d hMg@f r-Od—A 4-30t 101138 Gh-wiff _1109-1-1 i-;; diAmptpp 7 9. , 8 . 9 4$ Conduit hmgew A#aeh to stme4*&!steel by faea-as of beam of shame!elamps- 10 . _ 11 4 12 . 13 14 e: Ne diagonal 15 d 16 e. . 17 4? 18 . 19 , 20 21 Fequired. 22 13. Use insulated throat grounding bushings for conduits containing equipment 23 grounding conductors and terminating in boxes. Connect grounding conductors to 24 the box. 25 14. Install conduits using threaded fittings. Do not use running threads. 26 15. PVC conduit: Use glued type conduit fittings. 27 4- . 28 4 29 a- Rr-ifaaFy and seeeadar-y of 30 b, generator-tefminations 31 e, Othef:equipment*AfteffiFe ion is pr-eseat 32 d , 33 1:ecired 34 35 f- Ma*iffmm leag& Not gr-eatef than that of a faeter-y ffmfm&ekw@d long radius 36 el-h-ow P4 dhe ewfid-olit,sioce -being used- 37 g a,r,,*i ff, m beading Fad:,,s. Not less then that st,,...%in the NEC Chapter-o 38 TabIe2, "Qther.Reads" 39 I} . 40 4$ Conduits passing dffeugh , . ails or-fleer-st-ah-s- Semi r-effiffiffing opeflifta 41 against the passage of 9-11m;1me—;I$;d-�Ml4ko 42 4-9, Gendait eads e*pesed to the weathef OF 's. Rim' with Conduit Sealing 43 Ieskgs 44 45 . 46 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 12 1 21. Conduit 2 a. The Contractor will be required to coordinate with all local utility companies, 3 long distance communication companies,City utilities, railroad companies, and 4 Dig Tess if applicable,to ascertain exact locations of conflicting underground 5 services. 6 b. The location of conduits and ground boxes are diagrammatic only and may be 7 shifted by the Inspector to accommodate field conditions. 8 . 9 10 . 11 12 "missile")will not be pefmiaed. 13 f. Conduit installed for future use shall have a non-metallic,nylon type pull string 14 and shall be capped using standard weather tight conduit caps, as approved by 15 the Inspector. 16 g. The Contractor shall place duct seal or foam at the ends of all conduit where 17 conductors and/or cables are present. 18 h. New Conduit - 19 1) All underground conduit in unpaved areas shall be schedule 40 PVC 20 conduit. 21 2) All underground conduit under pavement shall be schedule 80 PVC 22 conduit. 23 3) All conduit or raceways above ground shall be rigid metal. 24 4) All conduit and fittings shall be of the sizes and types shown on the 25 Drawings. 26 5) Each section of conduit shall bear evidence of approval by Underwriter's 27 Laboratories. 28 6) Conduit terminating in posts or pedestal bases shall not extend vertically - 29 more than 2 3 inches above the anchor bolts . 30 7) Field bends in conduit shall have a minimum radius of 12 diameters of the 31 nominal size of the conduit. 32 8) Exposed vertical conduit shall be galvanized rigid metal, and reamed and 33 couplings made tight. PVC conduit shall be joined by the solvent--weld 34 method in accordance with the conduit manufacturer's recommendations. 35 9) No reducer couplings shall be used unless specifically indicated on the 36 Drawings. 37 10) Conduit and fittings shall have burrs and rough places smoothed and shall 38 be clean and free of obstructions before the cable is installed. 39 11) Field cuts shall be made with a hacksaw only, and shall be square and true 40 so that the ends will butt or come together for the full diameter thereof. 41 a) In no case shall a cutting torch be used to cut or join conduit. 42 12) Slip joints or running threads will not be permitted for coupling conduit 43 unless approved by the Inspector. 44 13) When a standard coupling cannot be used,an approved union coupling 45 shall be used and shall provide a water-tight coupling between the conduit. 46 14) Couplings shall be properly installed to bring their ends of connected 47 conduit together to produce a good rigid connection throughout the entire 48 length of the conduit run. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-10 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 12 1 15) Where the coating on a rigid metal conduit run has been damaged in 2 handling or installation, such damaged parts shall be thoroughly painted 3 with rust preventive paint. 4 16) Ends of conduits shall be capped or plugged until installation of the wire is 5 complete. 6 17) Upon request by the Inspector,the Contractor shall draw a full-size metal 7 wire brush, attached by swivel joint to a pull tape,through the Metal 8 conduit to insure that the conduit is clean and free from obstructions. 9 18) Conduits shall be placed in an open trench at a minimum 24 inches(612 10 mm)depth below the curb grade in the sidewalk areas,or 18 inches(450 11 mm)below the finished street grade in the street area. 12 44) 13 14 t;e-senIsvete- 15 a) + 16 . 17 2-9) , 18 and&veways, 19 . 20 a) The*eid may be made by ber-ing. 21th in a4 0 - 22 . 23 64 Wa4er-jet4ing will not be per-mWed 24 244 25 , 26 27 . 28 24}Rits fe;:hering shall not be eleseaf 2 feet(612 fp.R)to the baek Af the, 29 Piwh Ar.tho Ai Side edge Of 04-0- 30 a) , 31 , and Shall R@t Weakefi OF damage aay 32 . 33 23) Backfill-Compaction&Density Test for All Ditchlines 34 a) All ditchlines within paving areas of existing and proposed streets and 35 within 2 feet(600 mm)back of curb are to be mechanically tamped. 36 b) All tamping is to be density controlled to 90 percent standard proctor 37 density at optimum moisture content and no greater than 5 percent 38 optimum or less than 2 percent below optimum. 39 c) All backfill material is to be select native material, 6 inches(150 mm) 40 diameter clods and smaller. 41 d) It is permissible to put backfill in 6 inches to 8 inches(150 mm to 400 42 mm)lifts with densities being taken for each Ifeet(3 00 mm)of 43 compacted material on offsetting stations of 50 feet(15.9 M). 44 24) Provide adequately bent conduit and properly excavate so as to prevent 45 damage to the conduit or conductor by a bend radius which is too short. 46 25) All conduit runs shall be continuous and of the same material(metal only 47 or PVC only). 48 26) Where tying into existing conduit, the Contractor must continue with the 49 same material(metal to metal or PVC to PVC). CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260533-11 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 12 1 27) Each length of galvanized rigid metal conduit,where used, shall be reamed 2 and threaded on each end and couplings shall be made up tight. 3 28) White-lead paint or equal shall be used on threads of all joints. 4 29) Metal conduit and fittings shall have the burrs and rough places smoothed. 5 30) Where the coating on a metal conduit run has been damaged in handling or 6 installation, such damaged parts shall be thoroughly painted with rust 7 preventive paint. 8 i. Existing Conduit 9 1) Prior to pulling cable in existing underground conduit,the conduit shall be 10 cleaned with a mandrel or cylindrical wire brush and blown out with 11 compressed air. 12 2) If conduit appears to be blocked, the Contractor shall make an attempt to 13 clear the conduit by rodding(The Contractor will not receive extra 14 compensation for rodding). 15 3) If the existing conduit cannot be used,the Contractor may be required to 16 repair and/or replace this conduit as directed by the Engineer. 17 a) Repair of this conduit will be paid for as "extra work" on a Change 18 Order. w 19 4) The Inspector shall be notified prior to disconnection or removal of any 20 existing cable. 21 ? 22 23 designated area, 24 hp ter-mia;Ated- 25 2r . 26 24 27 28 25. Conduit identification platens 29 a. Install on all power, instrumentation, alarm and control conduits at each end of 30 the run and at intermediate junction boxes and manholes. 31 b. Install conduit plates before conductors are pulled into conduits. 32 c. Coordinate exact identification plate location with the City at the time of 33 installation to provide uniformity of placement and ease of reading. R 34 26. Pull mandrels through all existing conduits that will be reused and through all new 35 conduits 2 inches in diameter and larger prior to installing conductors. 36 27. Install 3/16 inch polypropylene pull lines in all new conduits noted as spares or 37 designated for future equipment. 38 28. Install conduit to drain away from the equipment served. If conduit drainage is not 39 possible,use conduit seals to plug the conduits at the point of attachment to the 40 equipment 41 29. Route conduits to avoid crossing pipe shafts, access hatches or vent duct openings, 42 present or future, in floor or ceiling construction. 43 30. Do not use running threads. 44 44-. , 45 spaeos, or-881d air.Plenums- gpalod with 4A,AtA#i t qm]Ant-41 46 - CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 26 05 33-12 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 12 of 12 1 > , 2 3 33- 4 a, SUPP014 independently fF@M 4A PAhlo tray.- 5 6 Weight aft-he eendiliti;et'a peftedbyeabletmy 7 3.5 REPAIR 1 RESTORATION [NOT USED] a 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 260543-1 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 1 of 7 1 SECTION 26 05 43 2 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and install a complete underground system of raceways,teles and 7 handholes 8 2- , 9 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 03 30 00—Cast-in-Place Concrete 16 4. Section 26 05 33—Raceways and Boxes for Electrical Systems _. 17 -5- Seetion 33 05 10 Utility , 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. This Item is considered subsidiary to the F.Aleetrieml FiReilities conduit and 22 conduit boxes being installed. 23 2. Payment 24 a. The work performed and the materials furnished in accordance with this Item 25 are subsidiary to the electrical facilities specified on the Drawings and shall be 26 subsidiary to the linear foot price bid for 1-1/2"conduit and the per each price 27 bid for conduit box , and no other 28 compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this n 33 Specification,unless a date is specifically cited. 34 2. American Association of State Highway and Transportation Officials(AASHTO) 35 a. M306—Standard Specification for Drainage Structure Castings. 36 3. Underwriters Laboratories, Inc. (UL). CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 260543-2 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 2 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. Plastic duct spacers 6 B. Shop Drawings 7 1. Man teles,handholes and associated hardware 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Qualifications 12 1. Manufacturers 13 a- 14 15 1.10 DELIVERY, STORAGE,AND HANDLING 16 A. Storage and Handling Requirements 17 1. Handle and store material in accordance with manufacturer's instructions. 18 2. Store materials completely covered; do not expose materials to sunlight. 19 3. Materials showing signs of previous or jobsite exposure will be rejected. 20 1.11 FIELD [SITE] CONDITIONS 21 1.12 WARRANTY 22 A. No separate warranty for this equipment 23 PART2 - PRODUCTS 24 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Manufacturers 27 1. Manufacturer List 28 a. Refer to Section 01 60 00. 29 B. Conduit 30 1. PVC Schedule 40 or-14PPE 31 2. PVC Schedule 80 32 3. Refer to Section 26 05 33 33 4. Terminators: Same size and type as the raceway 34 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 260543-3 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 3 of 7 1 . 2 -2-. Red 4e 3 a- 40 pounds per- 10 eubir.y&Fds efeeper-ete 4 D. Handholes 5 6 2. ad- 7 3. Sizes shown on Drawings 8 4. Mafihele tops 9 a- 10 h- 'goot lifting eyes 11 12 a- 13 l} r 14 hR;;k 15 6-. Genefeie-sem 16 a- 17 h- , 18 the Pfa-wiagry 19 20 4-. l4emy duty 21 22 3 maehiffed 23 4. 24 -5- 40,000 25 6-. laeluding&afae 26 3: « « 27 9-. H£ep handles 28 F--. Castings 29 4-. MRdp 144 tho INA 30 ' 31 3 32 4. , or-ethef:defeets in 33 34 -5- Angles filleted 35 36 6- Hardware 37 4-. Calle-Faaks 38 a- Heavy duty 39 l} fetalis 40 , 41 le-sis t-h—an 22-50- pauods a4 the outer-end 42 d- CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 y Revised July 1,2011 260543-4 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 4 of 7 1 ,with 2 4@101 hAltr' 3 4 .1 Polling 490S 5 It 6 b-. Rated pulling stmagth- 7500-93& 7 8 d- Manholes.- Reeessed in wall opposite eaek duet ewi7y 9 10 3- ladder s 11 ; 12 b-. Safety yeliew 13 e: 4-94 th 14 d- 12 fi 15 , Woo 4 feet greater-than the deepest faambelein the 4 16 Ufi H� 17 H. Polyethylene Warning Tape 18 1. Red polyethylene film 19 2. 2-3 inches minimum width 20 3. Embedded metallic wire for location tracing 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION 26 A. Verification of Conditions 27 1. Field verify the routing of all underground duct banks before placement 28 2. Modify the routing to avoid underground utilities or above ground objects 29 3. Provide any alternate routing of the duct banks to the City for approval before 30 installation 31 3.3 TRENCH EXCAVATION 32 A. Provide suitable room for installing teles, handholes, ducts and appurtenances 33 B. Furnish and place all sheeting, bracing and supports. 34 C. Excavate material of every description and of whatever substance encountered. 35 l , 36 e*em'afiag 37 € n of F to 986604H -1-3 0--5 t o CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 260543-5 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS • Page 5 of 7 1 3.4 INSTALLATION 2 A. Trench Excavation 3 1. Provide suitable room for installing manheles, handholes, ducts and appurtenances. 4 2. Furnish and place all sheeting,bracing and supports. 5 3- 6 ., with RAC#eon 13 nct o 7 4. Pevement 8 a-. Got with raw, 9 5. 10 B. Special Techniques 11 1. Changes of direction 12 a. Less than 20 degrees 13 1) Use hotbox, strictly in conformance with the conduit manufacturer's 14 instructions 15 b. Greater than 20 degrees 16 1) Use long radius bends 17 18 G glebes 19 4- . 20 21 �iaa d-lleles 22 3- Slues 23 a: n.least 3 i;;A @S pef 100 feet 24 D. Lay raceway lines in trenches on sand bedding. 25 E. Plastic spacers 26 1. Not more than 4 feet apart 27 2. Provide not less than 2 inch clearance between raceways. 28 F. Raceway banks cover: 24 inches 29 Fr 30 H. Blank duct plugs ` 31 1. Use to seal the ends of all unused ducts in the duct system 32 2. Installed where ducts enter I anhelesev handholes, and at entrances and exits to the 33 underground system 34 I. Raceways entering or exiting the underground system,rising to higher elevation 35 1. Seal at higher elevation before and after the installation of cables 36 2. No entry of water or moisture to the Underground System at any time 37 J. Complete duct system before pulling any wire. 38 K. Swab all raceways clean before installing cable. 39 L. Cables in m- Wim ales-ate handholes 40 4- . CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 260543-6 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 6 of 7 1 . 2 3- 3 4. Install polyethylene warning tape trench above each raceway or duct bank. 4 M. Tag all underground conduits at all locations exiting and entering from underground, 5 including faaaIeles and—handholes 6 3.5 REPAIR/RESTORATION 7 A. Remove and replace sub grade soils which become soft, loose or otherwise 8 unsatisfactory as a result of inadequate excavation,dewatering or other trenching 9 methods,using gravel fill. 10 B-. Existing pavement 11 4- 12 13 -;.L.- Cut along stfaight lines. 14 3-. n e, parse p a a.....44 the same type and quality of the o :Sr:.,.. 15 C. Grassy areas 16 1. Remove and replace sod, or 17 2. Loam and reseed surface 18 3.6 RE-INSTALLATION 19 A. Backfilling 20 1. Remove materials unsuitable for backfilling. 21 2. Trench fill - 22 a. Common fill material 23 b. Void of rock or other non-porous material 24 c. Layers not to exceed 8-inches in loose measure 25 d. Compact to 90 percent standard Proctor density at optimum moisture content of 26 t 4 percent 27 e. Mounded 6-inches above existing grade 28 3. Existing grass, loam or gravel surface 29 a. Remove surface material 30 b. Conserve 31 c. Replace to the full original depth 32 4. Paved areas or designated future paved areas 33 a. Backfill with select fill material 34 b. Layers not to exceed 8-inches loose measure 35 c. Compact to 95 percent standard Proctor density at optimum moisture content of 36 t 3 percent 37 5. Compaction 38 a. Hand or pneumatic tamping with tools weighing at least 20 pounds 39 b. Place material being spread and compacted in layers not over 8-in loose thick. 40 c. Sprinkle in conjunction with rolling or ramming, if needed to achieve required 41 compaction 42 6. Do not place bituminous paving in backfill. 43 7. Do not use water jetting as a means of consolidating or compacting backfill. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 �' Revised July 1,2011 260543-7 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 7 of 7 1 8. Road surfaces 2 a. Broom and hose-clean immediately after backfilling 3 b. Employ dust control measures at all times. 4 3.7 CLEANING 5 A. Remove all rubbish and debris from inside and around the underground system. 6 B. Remove dirt,dust, or concrete spatter from the interior and exterior of teles; 7 handholes and structures,using brushes,vacuum cleaner or clean,lint free rags. 8 C. Do not use compressed air. 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 "" Revised July 1,2011 31 1000-1 SITE CLEARING Pagel of 5 1 SECTION 3110 00 2 SITE CLEARING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees,when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance 10 governs all tree removals. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 3. Section 02 41 13—Selective Site Demolition 17 4. Section 02 41 14—Utility Removal/Abandonment - 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment _ 20 1. Site Clearing 21 a. Measurement 22 1) Measurement for this Item shall be by lump sum. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for: 26 2) 3110.0101 Site Clearing—per lump sum at the lump sum price bid for 27 "Site Clearing". 28 c. The price bid shall include: 29 1) Pruning of designated trees and shrubs 30 2) Removal and disposal of trees, structures and obstructions 31 3) Backfilling of holes 32 4) Removal and disposal of organic material under proposed embankment .. 33 5) Clean-up 34 2. Tree Removal "Site 35 "is net a bid item) .. 36 a. Measurement 37 1) Measurement for this Item shall be per each. 38 b. Payment 39 1) The work performed and the materials furnished in accordance with this 40 Item shall be paid for at the unit price bid per each"Tree Removal"for: 41 a) 3110.0103 12"-18" Tree Removal—per each CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 31 1000-2 SITE CLEARING Page 2 of 5 1 b) 3110.0104 18"-24" Tree Removal—per each 2 c. The price bid shall include: 3 43 4 2) Removal and disposal of structures and obstructions 5 3) Grading and backfilling of holes 6 4) Excavation 7 5) Fertilization 8 6) Clean-up 9 3- 10 a: Measufement 11 43 . 12 b Payment 13 43 14 1-tem sl}all be paid for-at the unit price bid pea "Tree Tr-affsplant"€er 15 a) 16 . 17 43 18 2} 19 3) 20 4} Ckading and baekfilkag of holes 21 -54 22 6) Maintaining tFee until We4 is eempleted 23 -7} 24 S) lye 25 9) 26 4-0)Clean up -. 27 1.3 REFERENCES [NOT USED] 28 1.4 ADMINSTRATIVE REQUIREMENTS 29 A. Permits 30 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 31 required by the City's Tree Ordinance. (www.FortWorthTexas.gov) 32 B. Preinstallation Meetings 33 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, 34 City Inspector, and the Project Manager for the purpose of reviewing the 35 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 36 prior to the meeting. 37 2. The Contractor will provide the City with a Disposal Letter in accordance to 38 Division 01. 39 1.5 SUBMITTALS [NOT USED] 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ~ Revised December 20,2012 31 1000-3 SITE CLEARING Page 3 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION 9 A. All trees identified to be protected and/or preserved should be clearly flagged with 10 survey tape. 11 B. Following taping and prior to any removals or site clearing,the Contractor shall meet 12 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 13 saved. 14 3.4 INSTALLATION 15 A- D:.-teetiea ef-Trees 16 4- . 17 _ 18 .2- , pr-ateeted tFees shall he 19 20 , 21 , the 22 ' 23 geffige steek f.,e:ng o e plastie s ..F are stall he .,tt.,el,ea to the T posts to 24 fAvm tho pfwlesufe. } 25 4. Do net pafk equipment, se 04, store materials, or-distw4 the r-eet 26 . 27 , 28 29 th@ tF t . 30 (} . 31 a- 32 9- W;i;z.;wdA44r, A4 teFials 33 4- The Centr-aster.will aetif�the Engineer-iwAaedimely if my hazffde 34 ; 35 but not lifnited to - 36 9440riiies 37 l Reeftiles 38 tT Shingles CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 311000-4 SITE CLEARING Page 4 of 5 1 d swing 2 e: Utility { 3 26 The testing,femoval, and Elispesal of hazafdous fnater-ials will be in aeeefdanee r 5 C. Site Clearing 6 1. Clear areas shown on the Drawings of all obstructions,except those landscape 7 features that are to be preserved. Such obstructions include,but are not limited to: 8 a. Remains of buildings and other structures 9 b. Foundations 10 c. Floor slabs 11 d. Concrete 12 e. Brick 13 f. Lumber 14 g. Plaster 15 h. Septic tank drain fields 16 i. Abandoned utility pipes or conduits 17 j. Equipment - 18 k. Trees 19 1. Fences 20 m. Retaining walls �. 21 n. Removal and disposal of organic material under proposed embankment. 22 o. Other items as specified on the Drawings 23 24 , but At limited te- a-- 25 t} Gw-b and guaef 26 b-. Days 27 � edcg gear, 28 d- 29 e: ea�l�s 30 31 g Melds 32 1} 1s 33 34 35 1F Athef delis 36 , and inlets s-Eviefiee to 37 38 4. , not designated&r- 39 . 40 , 41 l . v 42 , 43 off te-gr-eu►d-level 44 - 45 D. Disposal 46 1. Dispose of all trees within 24 hours of removal. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 311000-5 SITE CLEARING Page 5 of 5 1 2. All materials and debris removed becomes the property of the Contractor,unless 2 otherwise stated on the Drawings. 3 3. The Contractor will dispose of material and debris off-site in accordance with local, 4 state, and federal laws and regulations. 5 3.5 REPAIR [NOT USED] 6 3.6 RE-INSTALLATION [NOT USED] 7 3.7 FIELD QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.A Permits: Removed ordinance number and added City's website address 17 r CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 "" Revised December 20,2012 312400-1 EMBANKMENTS Page 1 of 9 1 SECTION 3124 00 2 EMBANKMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of- 8 f8 a. Roadways 9 b. Embankments 10 c. Drainage Channels _ 11 d. Site Grading 12 e. Any other operation involving the placement of on-site materials 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 3. Section 3123 16—Unclassified Excavation 19 4. Section 3123 23—Borrow 20 1.2 PRICE AND PAYMENT PROCEDURES - 21 A. Measurement and Payment 22 1. Embankments by Plan Quantity 23 a. Measurement 24 1) Measurement for this Item shall be by the cubic yard in its final position 25 using the average end area method,based on the cross sections provided in 26 the plans. Limits of measurement are shown on the Drawings. 27 2) When measured by the cubic yard in its final position,this is a plans 28 quantity measurement Item. The quantity to be paid is the quantity shown in 29 the proposal,unless modified by Article 11.04 of the General Conditions. 30 Additional measurements or calculations will be made if adjustments of 31 quantities are required.It is expressly understood by the contractor that upon 32 disturbance of the existing ground and no notification to the engineer of 33 possible errors, that the contractor accepts as final payment the quantities of 34 embankment as detailed on the plans and laid out in the proposal. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under"Measurement"will be paid for-A the uni 38 "as follows. No 39 additional compensation will be allowed for rock or shrinkage/swell 40 factors, as these are the Contractor's responsibility: 41 a) 3124.0101 Embankment by Plan—per cubic yard 42 c. The price bid shall include: r. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-2 EMBANKMENTS Page 2 of 9 1 1) Transporting or hauling material 2 2) Placing,compacting, and finishing Embankment 3 3) Construction Water 4 4) Dust Control 5 5) Clean-up 6 6) Proof Rolling 7 7) Disposal of excess materials 8 8) Reworking or replacement of undercut material 9 10 a. u,r,.asu nt 11 4)— for-this Rem shall be by the etibie ye&d in its fiita4 pesifie 12 ealettla4ed using the eAvfage eftd afea of eempesite fnethed. 13 a) The City will pefferm a feferettee suFvey enee the Site has been eleared 14 to ebtain emisting gfound eeftdifiens, .� 15 b) The Gib,will peffefm a final post eenstmefien stwvey. 16 e) The Geft1faeter-will be paid fer-the eubie yardage of Effibankfn 17 . 18 19 20 b. Paymew 21 22 "will be paid for-UA the tmit 23 " 24 e. The pfiee bid shall inelude- 25 1) T-ffiffspeffing or-hauling fneAer-iftl 26 , and finishing Embankme 27 28 4) Dust Gea#e4 29 5) Cleanup 30 6) Pf:eef RelNog 31 7) Disposal of e*eess Fma4eFia16 32 8) Rewefkiag or-mplaeemen4 of under-eut material 33 1.3 REFERENCES 34 A. Reference Standards 35 1. Reference standards cited in this specification refer to the current reference standard 36 published at the time of the latest revision date logged at the end of this 37 specification,unless a date is specifically cited. 38 2. ASTM Standards 39 a. ASTM D4318-10, Test Procedure for Determining Liquid Limit,Plastic Limit, 40 and Plasticity Index of Soils 41 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the - 42 Wax Method 43 c. ASTM D698-07e1, Standard Test Methods for Laboratory Compaction 44 Characteristics of Soil Using Standard Effort 45 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 46 Characteristics of Soil Using Modified Effort CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 +« Revised January 28,2013 312400-3 EMBANKMENTS Page 3 of 9 1 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 2 Weight and Water Content Range for Effective Compaction of Granular Soils 3 Using a Vibrating Hammer 4 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In-Place 5 by the Sand Cone Method 6 1.4 ADMINSTRATIVE REQUIREMENTS 7 A. Sequencing 8 1. Sequence work such that calls of proctors are complete in accordance with ASTM 9 D698 prior to commencement of construction activities. 10 1.5 SUBMITTALS 11 A. Submittals shall be in accordance with Section 0133 00. 12 1. Submit a sample to engineer's lab for lime series testing. See lime specification for 13 more details. 14 B. All submittals shall be approved by the City prior to construction 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 16 A. Shop Drawings 17 1. Stockpiled material k 18 a. Provide a description of the storage of the excavated material only if the 19 Contract Documents do not allow storage of materials in the right-of-way or the 20 easement w 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY,STORAGE,AND HANDLING 25 A. Storage 26 1. Within&Eisfi"g Rights of Way(ROW) 27 a. Soil mery be stemd within eitisfing ROW, easements of:tempomfy eeffitfflefiO 28 easemews,unless speeifieally disallowed ift the Gentfaet Deetmeftts-. 29 . 31 , 32 33 , 34 35 2. Designated Storage Areas �- 36 a. If the Contract Documents do not allow the storage within the ROW,easement 37 or temporary construction easement, then secure and maintain an adequate 38 storage location. 39 1) Materials shall not be stored in the right-of-way. Storage (stockpile) 40 locations are shown on the plans. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-4 EMBANKMENTS Page 4 of 9 1 b. Provide an affidavit that rights have been secured to store the materials on 2 private property. 3 c. Provide erosion control in accordance with Section 3125 00. 4 d. Do not block drainage ways. 5 1.11 FIELD CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on subsurface conditions is not ` 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible 10 for interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS - 14 2.1 OWNER-FURNISHED [NOT USED] 15 2.2 PRODUCT TYPES AND MATERIALS 16 A. Materials 17 1. Acceptable Fill Material 18 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 19 ASTM D2487 20 b. Free from deleterious materials, boulders over 3 6 inches in size and organics 21 c. Can be placed free from voids 22 d. Must have 20 percent passing the number 200 sieve 23 e. Material to be limed or near the exposed surface to be seeded shall not include 24 boulders over 3 inches in size. 25 2. Blended Fill Material 26 a. In-situ soils classified as GW, GP, GM, SW, SP, or SM in accordance with 27 ASTM D2487 -• 28 b. Blended with in-situ or imported acceptable backfill material to meet the 29 requirements of an Acceptable Backfill Material 30 c. Free from deleterious materials,boulders over 3 6 inches in size and organics 31 d. Must have 20 percent passing the number 200 sieve 32 e. Material to be limed or near the exposed surface to be seeded shall not include 33 boulders over 3 inches in size. 34 35 3. Unacceptable Fill Material 36 a. In-situ soils classified as ML,MH,PT,OL or OH in accordance with ASTM 37 D2487 38 4. Select Fill 39 a. Classified as SC or CL in accordance with ASTM D2487 40 b. Liquid limit less than 35 41 c. Plasticity index between 8 and 20 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-5 EMBANKMENTS Page 5 of 9 1 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2 2.4 ACCESSORIES [NOT USED] 3 2.5 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION - 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Protection of In-Place Conditions -� 9 1. Pavement 10 a. Conduct activities in such a way that does not damage existing pavement that is 11 designated to remain. 12 b. Repair or replace any pavement damaged due to the negligence of the 13 contractor outside the limits designated for pavement removal at no additional 14 cost 15 2. Trees 16 a. When operating outside of existing ROW, stake permanent and temporary 17 construction easements. r 18 b. Restrict all construction activities to the designated easements and ROW. 19 c. Flag and protect all trees designated to remain in accordance with Section 31 10 20 00. 21 d. Conduct embankments in a manner such that there is no damage to the tree v 22 canopy. 23 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 24 specifically allowed by the City. 25 1) Pruning or trimming may only be accomplished with equipment 26 specifically designed for tree pruning or trimming. 27 3. Above ground Structures 28 a. Protect all above ground structures adjacent to the construction. 29 4. Traffic 30 a. Maintain existing traffic, except as modified by the traffic control plan,and in - 31 accordance with Section 34 71 13. 32 b. Do not block access to driveways or alleys for extended periods of time unless: 33 1) Alternative access has been provided 34 2) Proper notification has been provided to the property owner or resident 35 3) It is specifically allowed in the traffic control plan 36 3.4 INSTALLATION 37 A. Embankments General 38 1. Placing and Compacting Embankment Material - 39 a. Perform fill operation in an orderly and systematic manner using equipment in 40 proper sequence to meet the compaction requirements CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-6 EMBANKMENTS Page 6 of 9 1 b. Scarify and loosen the unpaved surface areas, except rock,to a depth of at least 2 6 inches,unless otherwise shown on the Drawings - 3 c. Place fill on surfaces free from trees, stumps,roots, vegetation, or other 4 deleterious materials 5 d. Bench slopes before placing material. - 6 e. Begin filling in the lowest section or the toe of the work area 7 f. When fill is placed directly or upon older fill, remove debris and any loose 8 material and proof roll existing surface. 9 g. After spreading the loose lifts to the required thickness and adjusting its 10 moisture content as necessary, simultaneously recompact scarified material 11 with the placed embankment material. 12 h. Roll with sufficient number passes to achieve the minimum required 13 compaction. 14 i. Provide water sprinkled as necessary to achieve required moisture levels for 15 specified compaction 16 j. Do not add additional lifts until the entire previous lift is properly compacted. 17 2. Surface Water Control 18 a. Grade surface horizontally but provide with sufficient longitudinal and 19 transverse slope to allow for runoff of surface water from every point. 20 b. Conduct fills so that no obstruction to drainage from any other sections of fill is 21 created. 22 c. Install temporary dewatering sumps in low areas during filling where excess 23 amounts of runoff collect. 24 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 25 free from humps and hollows that would prevent proper uniform compaction. 26 e. Do not place fill during or shortly after rain events which prevent proper work 27 placement of the material and compaction 28 f. Prior to resuming compaction operations, remove muddy material off the 29 surface to expose firm and compacted materials 30 B. Embankments for-Reads y 31 t. Only Aeeeptable Fill Mafer-ial will be allowed fef:roadways 32 33 the finished grade of the stfeet. 34 35 shown ift the Drawings-. 36 37 38 . 39 C. Earth Embankments 40 1. Earth embankment is mainly composed of material other than rock. Construct 41 embankments in successive layers, evenly distributing materials in lengths suited 42 for sprinkling and rolling. 43 2. Rock or Concrete 44 a. Obtain approval from the City prior to incorporating rock and broken concrete 45 produced by the construction project in the lower layers of the embankment. 46 b. No Rock or Concrete will be permitted in embankments in any location where 47 future utilities are anticipated. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-7 EMBANKMENTS Page 7 of 9 1 c. When the size of approved rock or broken concrete exceeds the layer thickness 2 place the rock and concrete outside the limits of the proposed structure or 3 pavement. Cut and remove all exposed reinforcing steel from the broken 4 concrete. 5 3. Move the material dumped in piles or windrows by blading or by similar methods 6 and incorporate it into uniform layers. 7 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 8 ensure there are no abrupt changes in the material. 9 5. Break down clods or lumps of material and mix embankment until a uniform 10 material is attained. - 11 D. Reek Fff�bwtkmeats 12 13 14 the P 15 3. Coast-iet r-eek em ap4meftts in stteeessiye layefs for-the fid!width of 16 . 17 4. The ie,�,er-depth fef:large r-eek sioes shall not e*eeed a depth of 18 iftehes in a-ay 18 ease. Fill voids emated by the large stone fneAf:im with sfoaller-stones dth-ing th-e 19 plaeefnefft and filliftg epeffAiefis. 20 21 of 22 . 23 24 . 25 26 27 E. Density 28 1. Compact each layer until the maximum dry density as determined by ASTM D698 29 is achieved. 30 a. Not Under Roadway or Structure: 31 1) areas to be compacted in the open,not beneath any structure,pavement, 32 flatwork, or is a minimum of 1 foot outside of the edge of any structure, 33 edge of pavement,or back of curb. 34 a) Compact each layer to a minimum of 90 percent Standard Proctor 35 Density. 36 b. Embankments under future paving: 37 1) Compact each layer to a minimum of 95 percent standard proctor density 38 with a moisture content not to exceed+4 percent or-2 percent of optimum 39 moisture or as indicated on the Drawings 40 c. Embankments under structures: 41 1) Compacted each layer as indicated on the Drawings 42 F. Maintenance of Moisture and Reworking 43 1. Maintain the density and moisture content once all requirements are met. 44 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 45 percentage points below optimum. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-8 EMBANKMENTS Page 8 of 9 1 3. Rework the material to obtain the specified compaction when the material loses the 2 required stability, density,moisture, or finish. - 3 4. Alter the compaction methods and procedures on subsequent work to obtain 4 specified density as directed by the City. _ 5 3.5 REPAIR [NOT USED] 6 3.6 RE-INSTALLATION [NOT USED] 7 3.7 FIELD QUAILITY CONTROL 8 A. Field Tests and Inspections .. 9 1. Proctors 10 a. The City will perform Proctors in accordance with ASTM D698. 11 b. Test results will generally be available to within 4 calendar days and distributed 12 to: 13 1) Contractor 14 2) City Project Manager 15 3) City Inspector l 16 4) Engineer 17 c. Notify the City if the characteristic of the soil changes. 18 d. City will perform new proctors for varying soils: 19 1) When indicated in the geotechnical investigation in the Appendix 20 2) If notified by the Contractor 21 3) At the convenience of the City -- 22 e. Embankments where different soil types are present and are blended,the 23 proctors shall be based on the mixture of those soils. 24 2. Proof Rolling 25 a. Embankments under Future Pavement 26 1) City Project Representative must be on-site during proof rolling operations. 27 2) Use equipment that will apply sufficient load to identify soft spots that rut 28 or pump. 29 a) Acceptable equipment includes fully loaded single-axle water truck 30 with a 1500 gallon capacity. _ 31 3) Make at least 2 passes with the proof roller(down and back= 1 pass). 32 4) Offset each trip by at most 1 fire width. 33 5) If an unstable or non-uniform area is found,correct the area. 34 6) Correct 35 a) Soft spots that rut or pump greater than 3/4 inch. 36 b) Areas that are unstable or non-uniform 37 7) If a non-uniform area is found then correct the area. 38 b. Embankments Not Under Future Paving 39 1) No Proof Rolling is required. 40 3. Density Testing of Embankments 41 a. Density Test shall be in conformance with ASTM D2922. 42 b. For Embankments under future pavement: 43 1) The City will perform density testing twice per working day when 44 compaction operations are being conducted. 45 2) The testing lab shall take a minimum of 3 density tests,but the number of 46 test shall be appropriate for the area being compacted. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312400-9 EMBANKMENTS Page 9 of 9 1 3) Testing shall be representative of the current lift being compacted. 2 4) Special attention should be placed on edge conditions. 3 c. For Embankments not under future pavement or structures: 4 1) The City will perform density testing once working day when compaction 5 operations are being conducted. 6 2) The testing lab shall take a minimum of 3 density tests. 7 3) Testing shall be representative of the current lift being compacted. 8 d. Make the area where the embankment is being placed available for testing. 9 e. The City will determine the location of the test. 10 f. The City testing lab will provide results to Contractor and the City's Inspector 11 upon completion of the testing. 12 g. A formal report will be posted to the City's Buzzsaw site within 48 hours. 13 h. Test reports shall include: 14 1) Location of test by station number 15 2) Time and date of test 16 3) Depth of testing 17 4) Field moisture 18 5) Dry density 19 6) Proctor identifier 20 7) Percent Proctor Density 21 B. Non-Conforming Work 22 1. All non-conforming work shall be removed and replaced. 23 3.8 SYSTEM STARTUP [NOT USED] 4 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 Revision Log Y DATE NAME SUMMARY OF CHANGE 1.2—Added possible measurement and payment procedures and Blue 12/20/2012 D.Johnson text for instructions on how the methods should be applied 2.2.2.a added GW and SW material classifications 1/28/13 D. Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 32 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised January 28,2013 312500-1 EROSION AND SEDIMENT CONTROL Page 1 of 9 1 SECTION 3125 00 2 EROSION AND SEDIMENT CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Implementation of the project's Storm Water Pollution Prevention Plan(SWPPP) 7 and installation,maintenance and removal of erosion and sediment control devices. 8 Contractor shall install all necessary erosion controls to adhere to SWPPP 9 standards and to receive SWPPP permit. w 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements ti 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Storm Water Pollution Prevention Plan<1 acre 18 a. Measurement 19 1) This Item ' will be measured 20 by the lump sum for the Item bid. 21 b. Payment 22 1) The work performed and the materials furnished in accordance with this 23 Item are subsidiai5,te the stmetureer.Atow being bid and me other 24 shall be paid for as follows: 25 a) 3125.0101 SWPPP < 1 acre—per lump sum 27 28 b- Pa3ffief)4 29 4} 30 _ " 31 G-. The P660 bid 32 4} Pfepaf Mien of 8AzPPP 33 24 lfwlefaen4atioff 34 3) Pelmiaiag fees 35 43 installation 36 -54 37 6) Removal 38 1.3 REFERENCES 39 A. Reference Standards CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-2 EROSION AND SEDIMENT CONTROL _ Page 2 of 9 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this - 3 Specification,unless a date is specifically cited. 4 2. ASTM Standard: 5 a. ASTM D3786, Standard Test Method for Bursting Strength of Textile 6 Fabrics—Diaphragm Bursting Strength Tester Method 7 b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation 8 of Geotextiles - 9 c. ASTM D4751, Standard Test Method for Determining Apparent Opening Size 10 of a Geotextile 11 d. ASTM D4833, Standard Test Method for Index Puncture Resistance of 12 Geomembranes and Related Products 13 3. Texas Commission on Environmental Quality(TCEQ)TPDES General Permit No. 14 TXR150000 15 4. TxDOT Departmental Material Specifications (DMS) 16 a. DMS-6230 "Temporary Sediment Control Fence Fabric" 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS r 19 A. Storm Water Pollution Prevention Plan(SWPPP) 20 B. TCEQ Notice of Intent(NOI)for Storm Water Discharges Associated with 21 Construction Activity under the TPDES General Permit + 22 C. Construction Site Notice 23 D. TCEQ Notice of Termination(NOT) for Storm Water Discharges Associated with V 24 Construction Activity under the TPDES General Permit 25 E. Notice of Change(if applicable) 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS 34 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 35 2.2 PRODUCT TYPES AND MATERIALS 36 A. Rock Filter Dams CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-3 EROSION AND SEDIMENT CONTROL y Page 3 of 9 1 1. Aggregate 2 a. Furnish aggregate with hardness, durability,cleanliness and resistance to f 3 crumbling, flaking and eroding acceptable to the Engineer. 4 b. Provide the following: 5 1) Types 1,2 and 4 Rock Filter Dams — 6 a) Use 3 to 6 inch aggregate. 7 2) Type 3 Rock Filter Dams 8 a) Use 4 to 8 inch aggregate. -� 9 2. Wire t0 a. Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie 11 wires for Types 2 and 3 rock filter dams 12 b. Type 4 dams require: 13 1) Double-twisted,hexagonal weave with a nominal mesh opening of 21/2 14 inches x 3 t/4 inches 15 2) Minimum 0.0866 inch steel wire for netting 16 3) Minimum 0.1063 inch steel wire for selvages and corners 17 4) Minimum 0.0866 inch for binding or tie wire -- 18 B. Geotextile Fabric 19 1. Place the aggregate over geotextile fabric meeting the following criteria: 20 a. Tensile Strength of 250 pounds,per ASTM D4632 21 b. Puncture Strength of 135 pounds,per ASTM D4833 22 c. Mullen Burst Rate of 420 psi,per ASTM D3786 23 d. Apparent Opening Size of No. 20 (max),per ASTM D4751 -' 24 G Sandbag mateFig 25 4- 26 b8 IaSOd tO fill d;A RAN Es- 27 D. Stabilized Construction Entrances 28 1. Provide materials that meet the details shown on the Drawings and this Section. _ 29 a. Provide crushed aggregate for long and short-term construction exits. 30 b. Furnish aggregates that are clean,hard, durable and free from adherent coatings 31 such as salt, alkali,dirt,clay, loam, shale, soft or flaky materials and organic _ 32 and injurious matter. 33 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 34 d. The aggregate shall be placed over a geotextile fabric meeting the following 35 criteria: 36 1) Tensile Strength of 300 pounds,per ASTM D4632 37 2) Puncture Strength of 120 pounds,per ASTM D4833 38 3) Mullen Burst Rate of 600 psi,per ASTM D3786 39 4) Apparent Opening Size of No.40(max),per ASTM D4751 40 41 4- , 42 43 l sandbags 44 4- , 45 , 46 . CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-4 EROSION AND SEDIMENT CONTROL Page 4 of 9 1 3 3- Filled sandbags ffmst be 2 4 to 3 0 inehes long, 16 to 18 iflehes wide, 4 ii;VA s-thick 5 T-saipr 6 skw" ° ,4 by Weight)4 �A9 7 G. Temporary Sediment Control Fence 8 1. Provide a net-reinforced fence using woven geo-textile fabric. 9 2. Logos visible to the traveling public will not be allowed. 10 a. Fabric 11 1) Provide fabric materials in accordance with DMS-6230,"Temporary 12 Sediment Control Fence Fabric." 13 b. Posts 14 1) Provide essentially straight wood or steel posts with a minimum length of 15 48 inches,unless otherwise shown on the Drawings. 16 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 17 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 18 4) T-or L-shaped steel posts must have a minimum weight of 1.3 pounds per 19 foot. 20 c. Net Reinforcement 21 1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire 22 mesh,with a maximum opening size of 2 x 4 inch, at least 24 inches wide, 23 unless otherwise shown on the Drawings. 24 d. Staples 25 1) Provide staples with a crown at least 3/4 inch wide and legs 1/2 inch long. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 INSTALLATION n 33 A. Storm Water Pollution Prevention Plan 34 1. Develop and implement the project's Storm Water Pollution Prevention Plan 35 (SWPPP)in accordance with the TPDES Construction General Permit TXR150000 36 requirements. Prevent water pollution from storm water runoff by using and 37 maintaining appropriate structural and nonstructural BMPs to reduce pollutants 38 discharges to the MS4 from the construction site. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-5 EROSION AND SEDIMENT CONTROL Page 5 of 9 1 B. Control Measures 2 1. Implement control measures in the area to be disturbed before beginning 3 construction, or as directed. Limit the disturbance to the area shown on the 4 Drawings or as directed. 5 2. Control site waste such as discarded building materials,concrete truck washout 6 water, chemicals, litter and sanitary waste at the construction site. 7 3. If,in the opinion of the Engineer,the Contractor cannot control soil erosion and 8 sedimentation resulting from construction operations,the Engineer will limit the 9 disturbed area to that which the Contractor is able to control. Minimize disturbance 10 to vegetation. 11 4. Immediately correct ineffective control measures. Implement additional controls as 12 directed. Remove excavated material within the time requirements specified in the 13 applicable storm water permit. 14 5. Upon acceptance of vegetative cover by the City, remove and dispose of all 15 temporary control measures,temporary embankments,bridges,matting, falsework, 16 piling, debris, or other obstructions placed during construction that are not a part of 17 the finished work, or as directed. 18 C. Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body,or 19 streambed. 20 D. Do not install temporary construction crossings in or across any water body without the 21 prior approval of the appropriate resource agency and the Engineer. 22 E. Provide protected storage area for paints, chemicals, solvents,and fertilizers at an 23 approved location. Keep paints, chemicals, solvents,and fertilizers off bare ground and 24 provide shelter for stored chemicals. 25 F. Installation and Maintenance 26 1. Perform work in accordance with the TPDES Construction General Permit 27 TXR15OOOO. 28 2. When approved, sediments may be disposed of within embankments, or in areas 29 where the material will not contribute to further siltation. 30 3. Dispose of removed material in accordance with federal, state, and local 31 regulations. 32 4. Remove devices upon approval or when directed. 33 a. Upon removal, finish-grade and dress the area. 34 b. Stabilize disturbed areas in accordance with the permit, and as shown on the 35 Drawings or directed. 36 5. The Contractor retains ownership of stockpiled material and must remove it from 37 the project when new installations or replacements are no longer required. 38 G. Rock Filter Dams for Erosion Control 39 1. Remove trees, brush, stumps and other objectionable material that may interfere 40 with the construction of rock filter dams. 41 2. Place sandbags as a foundation when required or at the Contractor's option. 42 3. For Types 1, 2, 3, and 5,place the aggregate to the lines, height, and slopes 43 specified,without undue voids. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ,� Revised December 20,20I2 312500-6 EROSION AND SEDIMENT CONTROL Page 6 of 9 1 4. For Types 2 and 3,place the aggregate on the mesh and then fold the mesh at the 2 upstream side over the aggregate and secure it to itself on the downstream side with 3 wire ties,or hog rings, or as directed. 4 5. Place rock filter dams perpendicular to the flow of the stream or channel unless 5 otherwise directed. ' 6 6. Construct filter dams according to the following criteria,unless otherwise shown on 7 the Drawings: 8 a. Type 1 (Non-reinforced) 9 1) Height-At least 18 inches measured vertically from existing ground to top 10 of filter dam 11 2) Top Width-At least 2 feet 12 3) Slopes -At most 2:1 13 b. Type 2 (Reinforced) 14 1) Height-At least 18 inches measured vertically from existing ground to top 15 of filter dam 16 2) Top Width-At least 2 feet 17 3) Slopes-At most 2:1 y 18 c. Type 3 (Reinforced) 19 1) Height-At least 36 inches measured vertically from existing ground to top 20 of filter dam 21 2) Top Width-At least 2 feet 22 3) Slopes-At most 2:1 23 d. Type 4(Sack Gabions) 24 1) Unfold sack gabions and smooth out kinks and bends. 25 2) For vertical filling, connect the sides by lacing in a single loop—double loop 26 pattern on 4-to 5-inches spacing.At 1 end,pull the end lacing rod until 27 tight, wrap around the end,and twist 4 times. At the filling end, fill with 28 stone,pull the rod tight,cut the wire with approximately 6 inches 29 remaining, and twist wires 4 times. 30 3) For horizontal filling,place sack flat in a filling trough, fill with stone,and _ 31 connect sides and secure ends as described above. 32 4) Lift and place without damaging the gabion. 33 5) Shape sack gabions to existing contours. 34 e. Type 5 35 1) Provide rock filter dams as shown on the Drawings. 36 H. Construction Entrances 37 1. When tracking conditions exist,prevent traffic from crossing or exiting the 38 construction site or moving directly onto a public roadway,alley, sidewalk,parking 39 area,or other right of way areas other than at the location of construction entrances. 40 2. Place the exit over a foundation course, if necessary. 41 a. Grade the foundation course or compacted subgrade to direct runoff from the 42 construction exits to a sediment trap as shown on the Drawings or as directed. - 43 3. At drive approaches,make sure the construction entrance is the full width of the 44 drive and meets the length shown on the Drawings. 45 a. The width shall be at least 14 feet for 1-way and 24 feet for 2-way traffic for all 46 other points of ingress or egress or as directed by the Engineer. 47 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1 2 - 3 4 4.} , 5 . 6 7 . 8 3� _ 9 10 4) 11or-esiea 600481-BRA-MRgiff-es; gas show*@a the Drawings A;:R'; . 12 -5) , 13 , 14 t .,«:,..,� «ti,,«so o e with i nAr.mtm:p a:'41,.t.oaRv;:Rq .« I «:..0, .« an � 15 16 b- R*V'RA"atiAn Re Debris 17 4} 18 the deViGOS, aftff a faifi, 19 20 21 , 23 -2-. Fill eaeh bag with sand so th-at_Rt I-e-ast t_J;@ top 6 inehes of the bag is unfilled to 24 25 3- ni V-PtO«t,o .;_EV8 gS With thA_i f«:oa o„41;i the s e a:,.eetio., 26 4. . ` 27 45-28 6- 29 30 K. Temporary Sediment-Control Fence 31 1. Provide temporary sediment-control fence near the downstream perimeter of a _ 32 disturbed area to intercept sediment from sheet flow. 33 2. Incorporate the fence into erosion-control measures used to control sediment in 34 areas of higher flow. Install the fence as shown on the Drawings, as specified in this 35 Section, or as directed. 36 a. Post Installation 37 1) Embed posts at least 18 inches deep,or adequately anchor,if in rock,with a 38 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 39 b. Fabric Anchoring 40 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of 41 fabric. 42 2) Provide a minimum trench cross-section of 6 x 6 inches 43 3) Place the fabric against the side of the trench and align approximately 2 44 inches of fabric along the bottom in the upstream direction. 45 4) Backfill the trench,then hand-tamp. 46 c. Fabric and Net Reinforcement Attachment CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-8 EROSION AND SEDIMENT CONTROL Page 8 of 9 1 1) Unless otherwise shown under the Drawings, attach the reinforcement to 2 wooden posts with staples, or to steel posts with T-clips,in at least 4 places 3 equally spaced. 4 2) Sewn vertical pockets may be used to attach reinforcement to end posts. 5 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 6 every 15 inches or less. 7 d. Fabric and Net Splices 8 1) Locate splices at a fence post with a minimum lap of 6 inches attached in at 9 least 6 places equally spaced,unless otherwise shown under the Drawings. 10 a) Do not locate splices in concentrated flow areas. 11 2) Requirements for installation of used temporary sediment-control fence 12 include the following: 13 a) Fabric with minimal or no visible signs of biodegradation(weak fibers) 14 b) Fabric without excessive patching(more than 1 patch every 15 to 20 r. 15 feet) 16 c) Posts without bends 17 d) Backing without holes .. 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. Waste Management 25 1. Remove sediment, debris and litter as needed. 26 3.11 CLOSEOUT ACTIVITIES 27 A. Erosion control measures remain in place and are maintained until all soil disturbing 28 activities at the project site have been completed. 29 B. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, 30 on areas not covered by permanent structures,or in areas where permanent erosion 31 control measures (i.e. riprap, gabions, or geotextiles) have been employed. 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE 34 A. Install and maintain the integrity of temporary erosion and sedimentation control 35 devices to accumulate silt and debris until earthwork construction and permanent 36 erosion control features are in place or the disturbed area has been adequately stabilized 37 as determined by the Engineer. T 38 B. If a device ceases to function as intended,repair or replace the device or portions 39 thereof as necessary. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 312500-9 EROSION AND SEDIMENT CONTROL .� Page 9 of 9 1 C. Perform inspections of the construction site as prescribed in the Construction General 2 Permit TXR150000. 3 D. Records of inspections and modifications based on the results of inspections must be 4 maintained and available in accordance with the permit. 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-1 LIME TREATED BASE COURSES Page 1 of 10 1 SECTION 32 1129 2 LIME TREATED BASE COURSES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Treating subgrade, subbase and base courses by the pulverization,addition of lime, 7 mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement; base or 9 subbase courses placed and shall conform to the typical section,lines and grades 10 shown on the Drawings. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 -Bidding Requirements,Contract Forms,and Conditions of the Contract 15 2. Division 1 -General Requirements 16 3. Section 3123 23 -Borrow 17 4. Section 32 1123 -Flexible Base Courses v 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Hydrated Lime 21 a. Measurement 22 1) Measurement for this Item shall be by the ton(dry weight)of Hydrated 23 Lime used to prepare slurry at the job site. - 24 b. Payment 25 a) The work performed and materials furnished in accordance with this 26 Item and measured as provided under"Measurement"will be paid for 27 at the unit price bid per ton of Hydrated Lime as follows: 28 3211.0501 6" Lime Treatment—per square yard 29 2) } 30 c. The price bid shall include: 31 1) Furnishing the material 32 2) All freight involved 33 3) All unloading, storing, and handling R 34 a) Commercial Lime Slurry is also permitted but paid for under this 35 item. 36 37 2. Commercial Lime Slurry 38 a. Measurement 39 1) Measurement for this Item shall be by the ton(dry weight)as calculated - 40 from the minimum percent dry solids content of the slurry multiplied by the 41 weight of the slurry in tons delivered. 42 b. Payment CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-2 LIME TREATED BASE COURSES Page 2 of 10 1 4} 2 « 3 If commercial lime slurry is 4 used in lieu of hydrated lime,payment will be made under hydrated 5 lime. 6 c. The price bid shall include: 7 1) Furnishing the material 8 2) All freight involved 9 3) All unloading, storing, and handling 10 11 � Meas»e� 12 44 a,reasu,.emen f..this item shall be by th too(dry weight) of n,,;,.yl;,,.o 13 14 15 13- pay4neflt 16 4) 17 "*411 be paid for-at the 18 . 19 . 20 4) 21 2-} d 22 ' and handling 23 4. Lime Treatment 24 a. Measurement 25 1) Measurement for this Item shall be by the square yard of surface area as 26 established by the widths shown on the Drawings and the lengths measured 27 at placement. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be paid for at the 31 s follows: 32 3211.0400 Hydrated Lime—per ton 33 c. The price bid shall include: 34 1) Preparing the roadbed 35 2) Loosening,pulverizing application of lime,water content in the slurry 36 mixture and the mixing water 37 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 38 4) Performing all manipulations required 39 1.3 REFERENCES 40 A. Definitions 41 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 42 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water 43 delivered to a project in slurry form. 44 45 gfades: 46 " 47 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-3 LIME TREATED BASE COURSES Page 3 of 10 1 b. 2 wet plaeiag No quicklime or dry lime is permitted 3 B. Reference Standards 4 1. Reference standards cited in this specification refer to the current reference standard 5 published at the time of the latest revision date logged at the end of this 6 specification,unless a date is specifically cited. 7 2. ASTM International(ASTM): 8 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 9 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) 10 b. D6938, Standard Test Method for In-Place Density and Water Content of Soil 11 and Soil-Aggregate by Nuclear Methods(Shallow Depth) 12 3. Texas Department of Transportation(TXDOT): 13 a. Tex-101-E,Preparing Soil and Flexible Base Materials for Testing 14 b. Tex-140-E,Measuring Thickness of Pavement Layer 15 c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and 16 Commercial Lime Slurry 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 ACTION SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY AND STORAGE 24 A. Truck Delivered Lime 25 1. Each truck ticket shall bear the weight of lime measured on certified scales. 26 2. Submit delivery tickets,certified by supplier, that include weight with each bulk 27 delivery of lime to the site. 28 1.11 SITE CONDITIONS 29 A. Start lime application only when the air temperature is at least 35°F and rising or is at 30 least 407. Measure temperature in the shade and away from artificial heat. 31 B. Suspend application when the City determines that weather conditions are unsuitable. 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS 34 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 35 2.2 MATERIALS 36 A. General _ 37 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 38 the Drawings and specifications. 39 2. Notify the City of the proposed material sources and of changes to material sources. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-4 LIME TREATED BASE COURSES Page 4 of 10 1 3. Obtain verification from the City that the specification requirements are met before 2 using the sources. 3 4. The City may sample and test project materials at any time before compaction. 4 B. Lime 5 1. Hydrated Lime 6 a. pumpable suspension of solids in water 7 b. solids portion of the mixture when considered as a basis of"solids content," } 8 shall consist of principally hydrated lime of a quality and fineness sufficient to 9 meet the chemical and physical requirements. 10 -2-. Pfy Lime- Do aetose unless appr-eved by City. 11 -3- Quie"me 13 1} . 14 . 15 4-} Cade-D9 16 2) 6fade-9 -- 17 4. Furnish lime that meets the following requirements 18 a. Chemical Requirements 19 Table 2 20 Lime Chemical Re uirements Hydrated Commercial Lime Quicklime Lime Slurry Total"active"lime 90.0 Min 87.0 Min content,percent by weight Unhydrated lime 5.0 Max 87.0 Min content,percent by weight CaO "Free Water" 5.0 Max content,percent by weight water _z 21 b. Physical Requirements 22 Table 3 23 Lime Physical Re uirements Hydrated Commercial Lime Quicklime Lime Slurry Wet Sieve Requirement,As percentage by Weight Residue: Retained on No.6 sieve 0.2 Max 0.2 Max 8.0 Max' Retained on No.30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement,As percentage by Weight Residue: Retained on a 1-in sieve 0.0 -- Retained on a 3/4—in sieve 10.0 Max Retained on a No. 100 Grade Ds—80 Min sieve Grade S—no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-5 LIME TREATED BASE COURSES Page 5 of 10 1 The amount total"active"lime content,as CaO,in the material retained on the No.6 sieve must not exceed 2.0%by weight of the original quicklime. � 1 2 c. Slurry Grades 3 Table 4 4 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry Grade 1 31 Grade 2 35 Grade 3 46 5 6 G 7 . 8 D. Embankment.A sample of embankment approved for fill under the proposed 9 pavement shall be provided to the engineer's lab 21 calendar days prior to lime 10 treatment.A lime series test will be ran to confirm the percent lime required.Lime 11 series tests will be ran at no cost to the contractor. 12 E. Water: Furnish water free of industrial wastes and other objectionable material. 13 F. Borrow: See Section 3123 23. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION 20 A. Shape the subgrade or existing base to conform to the typical sections shown on the 21 Drawings or as directed. z 22 3.4 INSTALLATION 23 A. General 24 1. Produce a completed course of treated material containing: 25 a. uniform lime mixture, free from loose or segregated areas. 26 b. uniform density and moisture content. 27 c. well bound for full depth. 28 d. with smooth surface and suitable for placing subsequent courses. 29 2. Maximum layer depth of lime treatment in single layer: 8 inches. 30 3. For treated subgrade exceeding 8 inches deep,pulverize,apply lime,mix, compact 31 and finish in equal layers not exceeding 5 inches deep. 32 B. Equipment V 33 1. General: Provide machinery,tools, and equipment necessary for proper execution 34 of the work. 35 2. Rollers CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-6 LIME TREATED BASE COURSES Page 6 of 10 1 a. The Contractor may use any type of roller to meet the production rates and 2 quality requirements of the Contract unless otherwise shown on the Drawings 3 or directed. 4 b. When specific types of equipment are required,use equipment that meets the 5 specified requirements. 6 c. Alternate Equipment 7 1) Instead of the specified equipment,the Contractor may,as approved, 8 operate other compaction equipment that produces equivalent results. 9 2) Discontinue the use of the alternate equipment and furnish the specified 10 equipment if the desired results are not achieved. 11 d. City may require Contractor to substitute equipment if production rate and 12 quality requirements of the Contract are not met. 13 3. Storage Facility 14 a. Store quicklime and dry hydrated lime in closed, weatherproof containers. -- 15 4. Slurry Equipment 16 a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or 17 quicklime on the project or other approved location. 18 b. The City may approve other slurrying methods. 19 c. Provide a pump for agitating the slurry when the distributor truck is not 20 equipped with an agitator. 21 5. Pulverization Equipment 22 a. Provide pulverization equipment that: 23 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 24 plane to a uniform surface over the entire width of the cut 25 2) Provides a visible indication of the depth of cut at all times, and uniformly 26 mixes the materials 27 C. Pulverization 28 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 29 1/2 inch sieve. 30 2. If the material cannot be uniformly processed to the required depth in a single pass, 31 excavate and windrow the material to expose a secondary grade to achieve 32 processing to depth as shown in the Drawings. 33 D. Application of Lime 34 1. Uniformly apply lime as shown on the Drawings or as directed. 35 2. Add lime at the percentage specified in Drawings. 36 3. Apply lime only on an area where mixing can be completed during the same 37 working day. 38 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 39 conditions, in the opinion of the City,cause blowing lime to become dangerous to 40 traffic or objectionable to adjacent property owners. 41 5. Slurry Placement 42 a. Hydrated Lime 43 1) Mix Lime with water and apply slurry 44 2) Apply Type B, commercial lime slurry,with a lime percentage not less 45 applicable for grade used 46 3) Distribute lime at the rate shown on the Drawings CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-7 LIME TREATED BASE COURSES Page 7 of 10 1 4) Make successive passes over a measured surface of roadway until the 2 proper moisture and lime content have been achieved. 3 b- die 4 5 - 6 2} , 7 8 9 10 E. Mixing 11 1. Begin mixing within 6 hours of application of lime. 12 2. Hydrated lime exposed to the open air for 6 hours or more between application and 13 mixing,or that experiences excessive loss due to washing or blowing,will not be 14 accepted for payment. 15 3. Thoroughly mix the material and lime using approved equipment. 16 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free 17 from all clods and lumps. 18 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 19 6. Materials containing plastic clay or other materials that are not readily mixed with 20 lime shall be mixed as thoroughly as possible at the time of lime application, 21 brought to the proper moisture content and sealed with a pneumatic roller. 22 7. Allow the mixture to cure for 72 hours or as directed by City. " 23 8. When pebble grade quicklime is used,allow the mixture to cure for 2 to 4 days. 24 9. Sprinkle the treated materials during the mixing and curing operation to achieve 25 adequate hydration and proper moisture content. 26 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 27 11. After mixing,City will sample the mixture at roadway moisture and test in 28 accordance with Tex-101-E,Part III,to determine compliance with the gradation 29 requirements in Table 5. 30 Table 5 31 Gradation Re uirements Minimum% Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 32 No.4 60 33 F. Compaction { 34 1. General 35 a. Begin compaction immediately after final mixing. 36 b. Aerate and sprinkle as necessary to provide optimum moisture content. 37 c. Multiple lifts are permitted when shown on the Drawings or approved. 38 d. Bring each layer to the moisture content directed. 39 2. Rolling 40 a. Begin rolling longitudinally at the sides and proceed toward the center, 41 overlapping on successive trips by at least one-half the width of the roller unit. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 1129-8 LIME TREATED BASE COURSES -� Page S of 10 1 b. On superelevated curves,begin rolling at the low side and progress toward the 2 high side. 3 c. Offset alternate trips of the roller. 4 d. Operate rollers at a speed between 2 and 6 MPH or as directed. 5 e. Rework,recompact, and refinish material that fails to meet or that loses 6 required moisture,density, stability,or finish before the next course is placed or 7 the project is accepted. 8 1) Continue work until specification requirements are met. - 9 2) Rework in accordance with Maintenance item of this Section. 10 f. Proof roll the lime treated base course in accordance with the following: 11 1) Proof Rolling 12 a) City Project Representative must be on-site during proof rolling 13 operations. 14 b) Use equipment that will apply sufficient load to identify soft spots that 15 rut or pump. 16 (1) Acceptable equipment includes fully loaded single-axle water truck 17 with a 1500 gallon capacity. 18 c) Make at least 2 passes with the proof roller(down and back= 1 pass). 19 d) Offset each trip by at most 1 tire width. 20 e) If an unstable or non-uniform area is found, correct the area. 21 2) Correct 22 a) Soft spots that rut or pump greater than 3/4 inch. 23 b) Areas that are unstable or non-uniform. 24 3. Density Control 25 a. Compact until the entire depth of the mixture has achieved a uniform density of 26 not less than 95 percent of the maximum density as determined by ASTM 27 D698. 28 b. Moisture content: minus 2 to plus 4 optimum. 29 G. Maintenance 30 1. Maintain the completed soil lime base in good condition, satisfactory to the City as 31 to grade, crown and cross section until the overlaying or next course is constructed. 32 2. Keep surface of the compacted course moist until covered by other base or 33 pavement. 34 3. Reworking a Section 35 a. When a section is reworked within 72 hours after completion of compaction, 36 rework the section to provide the required density. 37 b. When a section is reworked more than 72 hours after completion of 38 compaction,add additional lime at 25 percent of the percentage specified. 39 c. Reworking includes loosening, adding material or removing unacceptable 40 material if necessary,mixing as directed,compacting, and finishing. 41 H. Finishing 42 1. After completing compaction of the final course, clip, skin, or tight-blade the 43 surface of the lime-treated material with a maintainer or subgrade trimmer to a 44 depth of approximately 1/4 inch. - 45 2. Remove loosened material and dispose of at an approved location. 46 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth 47 surface is attained. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321129-9 LIME TREATED BASE COURSES Page 9 of 10 1 4. Add small amounts of water as needed during rolling. 2 5. Shape and maintain the course and surface in conformity with the typical sections, 3 lines,and grades shown on the Drawings or as directed. 4 I. Curing 5 1. Cure for the minimum number of days shown in Table 6 and by finished pavement 6 type: 7 a. Concrete pavement 8 1) Sprinkle with water 9 2) Maintain moisture during curing 10 3) Do not allow equipment on the finished course during curing except as 11 required for sprinkling. 12 1} Asphalt Ravemoot 13 1-) . 14 15 Table 6 16 Minimum Curing Re uirements Before Placing Subsequent Courses' Untreated Material Curing(Days) PI 5 35 2 PI>35 5 1.Subject to the approval of the City.Proof rolling may be required as an indicator of adequate curing. 17 2. Begin paving operations or add courses within 14 calendar days of final 18 compaction. } 19 3.5 REPAIRIRESTORATION [NOT USED] 20 3.6 RE-INSTALLATION [NOT USED] 21 3.7 QUALITY CONTROL 22 A. Density Test 23 1. City Project Representative must be on site during density testing 24 2. City to measure density of lime treated base course in accordance with ASTM 25 D6938. 26 3. Spacing directed by City( per 1,000 Sl�. 27 4. City Project Representative determines density testing locations. 28 B. Depth Test 29 1. In-place depth will be evaluated for each 500-foot roadway section 30 2. Determine in accordance with Tex-140-E in hand excavated holes. 31 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 32 4. City Project Representative determines depth testing locations. 33 5. Depth test to be performed by contractor CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 1129-10 LIME TREATED BASE COURSES Page 10 of 10 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 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 Revision Log DATE NAME SUMMARY OF CHANGE 9 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321313-I CONCRETE PAVING Page 1 of 22 1 SECTION 32 13 13 2 CONCRETE PAVING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0 -Bidding Requirements, Contract Forms,and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 0129-Concrete Paving Repair 14 4. Section 32 13 73 -Concrete Paving Joint Sealants 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement 17 1. Measurement 18 a. Measurement for this Item shall be by the square yard of completed and 19 accepted Concrete Pavement in its final position as measured from back of curb 20 for various: 21 1) Classes 22 2) Thicknesses 23 b. Measurement for this item shall include the construction of monolithic curb 24 (curb shall be considered subsidiary to these pay items). Measurement of area 25 for payment shall begin at back of curb. Vertical face of curb is not considered 26 area for measurement in payment. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item will 29 be paid for 30 1) 3213.0100 4" Conc Pvmt—per square yard. 31 2) 3213.0101 6" Conc Pvmt—per square yard. i 32 3. The price bid shall include: 33 a. Shaping and fine grading the placement area 34 b. Furnishing and applying all water required 35 c. Furnishing, loading and unloading, storing,hauling and handling all concrete ` 36 ingredients including all freight and royalty involved 37 d. Mixing,placing, finishing and curing all concrete 38 e. Furnishing and installing all reinforcing steel CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-2 CONCRETE PAVING Page 2 of 22 1 f. Furnishing all materials and placing longitudinal,warping,expansion, and 2 contraction joints,including all steel dowels, dowel caps and load transmission 3 units required,wire and devices for placing,holding and supporting the steel 4 bar, load transmission units, and joint filler material in the proper position; for 5 coating steel bars where required by the Drawings 6 g. Sealing joints 7 h. Monolithically poured curb 8 i. Cleanup 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this specification refer to the current reference standard 12 published at the time of the latest revision date logged at the end of this 13 specification,unless a date is specifically cited. 14 2. ASTM International(ASTM): 15 a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete 16 Reinforcement 17 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 18 Field 19 c. C33, Concrete Aggregates 20 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 21 Specimens 22 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 23 Beams of Concrete 24 f. C94/C94M, Standard Specifications for Ready-Mixed Concrete 25 g. C150, Portland Cement 26 h. C 156,Water Retention by Concrete Curing Materials 27 i. C 172, Standard Practice for Sampling Freshly Mixed Concrete 28 j. C260,Air Entraining Admixtures for Concrete 29 k. C309,Liquid Membrane-Forming Compounds for Curing Concrete,Type 2 30 1. C494,Chemical Admixtures for Concrete, Types"A","D","F"and"G" 31 in. C618,Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 32 Admixture in Concrete 33 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 34 Concrete 35 o. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 36 Cement Concrete 37 p. C1602, Standard Specification for Mixing Water Used in the Production of 38 Hydraulic Cement Concrete. 39 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 40 (12,400 ft-lbf/ft3) 41 3. American Concrete Institute(ACI): 42 a. ACI 305.1-06 Specification for Hot Weather Concreting 43 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 44 c. ACI 318 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-3 CONCRETE PAVING Page 3 of 22 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Mix Design: submit for approval. See Item 2A.A. 5 B. Paving Plan 6 1. Paving plan shall include the location of and chronological order of each day's 7 production. 8 C. CigvEngineer reserve the right to conduct a pre pave meeting. The paving plan, mix 9 design, and all other pertinent submittals shall be approved before meeting.All 10 pertinent items must be approved 10 calendar days before paving. The pre pave 11 meeting will include discussions of how the contractor plans to comply with the 12 performance and quality control of this specification. 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 CONDITIONS 18 A. Weather Conditions 19 1. Place concrete when concrete temperature is between 40 and 100 degrees when 20 measured in accordance with ASTM C 1064 at point of placement. 21 2. Hot Weather Concreting 22 a. Take immediate corrective action or cease paving when the ambient 23 temperature exceeds 95 degrees. 24 b. Concrete paving operations shall be approved by the City when the concrete 25 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 26 Concreting(ACI 305.1-06). 27 3. Cold Weather Concreting 28 a. Do not place when ambient temp in shade is below 40 degrees and falling. 29 Concrete may be placed when ambient temp is above 35 degrees and rising or 30 above 40 degrees. 31 b. Concrete paving operations shall be approved by the City when ambient 32 temperature is below 40 degrees. See Standard Specification for Cold Weather 33 Concreting(ACI 306.1-90). 34 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 35 pavement in natural light,or as directed by the City. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-4 CONCRETE PAVING Page 4 of 22 1 1.12 WARRANTY [NOT USED] 2 PART2- PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cementitious Material: ASTM C 150. 6 B. Aggregates: ASTM C33. 7 C. Water: ASTM C1602. 8 D. Admixtures: When admixtures are used,conform to the appropriate specification: 9 1. Air-Entraining Admixtures for Concrete: ASTM C260. 10 2. Chemical Admixtures for Concrete: ASTM C494, Types"A","D","F"and"G." 11 3. Fly Ash 12 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 13 ASTM C618. 14 b. Fly ash may be substituted at one pound per pound of cement up to 25%of the 15 specified cement content when such batch design is approved by the Engineer. 16 E. Steel Reinforcement: ASTM A615. 17 F. Steel Wire Reinforcement: Not used for concrete pavement. ` 18 G. Dowels and Tie Bars 19 1. Dowel and tie bars: ASTM A615. 20 2. Dowel Caps 21 a. Provide dowel caps with enough range of movement to allow complete closure 22 of the expansion joint. 23 b. Caps for dowel bars shall be of the length shown on the Drawings and shall 24 have an internal diameter sufficient to permit the cap to freely slip over the bar. 25 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 26 and one end of the cap shall be rightly closed. 27 3. Epoxy for Dowel and Tie Bars: ASTM C881. 28 a. See following table for approved producers of epoxies and adhesives 29 - Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308+ Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-5 CONCRETE PAVING Page 5 of 22 Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 1 2 b. Epoxy Use, Storage and Handling 3 1) Package components in airtight containers and protect from light and 4 moisture. 5 2) Include detailed instructions for the application of the material and all 6 safety information and warnings regarding contact with the components. 7 3) Epoxy label requirements 8 a) Resin or hardener components 9 b) Brand name 10 c) Name of manufacturer ~ 11 d) Lot or batch number 12 e) Temperature range for storage 13 f) Date of manufacture 14 g) Expiration date 15 h) Quantity contained 16 4) Store epoxy and adhesive components at temperatures recommended by the 17 manufacturer. 18 5) Do not use damaged or previously opened containers and any material that 19 shows evidence of crystallization, lumps skinning, extreme thickening, or 20 settling of pigments that cannot be readily dispersed with normal agitation. 21 6) Follow sound environmental practices when disposing of epoxy and 22 adhesive wastes. 23 7) Dispose of all empty containers separately. 24 8) Dispose of epoxy by completely emptying and mixing the epoxy before 25 disposal - 26 H. Reinforcement Bar Chairs 27 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 28 reinforcement bars and shall not bend or break under the weight of the 29 reinforcement bars or Contractor's personnel walking on the reinforcing bars. 30 2. Bar chairs may be made of metal(free of rust),precast mortar or concrete blocks or 31 plastic. 32 3. For approval of plastic chairs, representative samples of the plastic shall show no 33 visible indications of deterioration after immersion in a 5-percent solution of 34 sodium hydroxide for 120-hours. ~ 35 4. Bar chairs may be rejected for failure to meet any of the requirements of this 36 specification. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-6 CONCRETE PAVING Page 6 of 22 1 I. Joint Filler 2 1. Joint filler is the material placed in concrete pavement and concrete structures to 3 allow for the expansion and contraction of the concrete. 4 2. Wood Boards: Used as joint filler for concrete paving. 5 a. Boards for expansion joint filler shall be of the required size, shape and type 6 indicated on the Drawings or required in the specifications. 7 1) Boards shall be of selected stock of redwood or cypress. The boards shall 8 be sound heartwood and shall be free from sapwood,knots, clustered 9 birdseyes, checks and splits. 10 2) Joint filler,boards, shall be smooth, flat and straight throughout,and shall 11 be sufficiently rigid to permit ease of installation. 12 3) Boards shall be furnished in lengths equal to the width between 13 longitudinal joints, and may be furnished in strips or scored sheet of the 14 required shape. 15 3. Dimensions. The thickness of the expansion joint filler shall be shown on the 16 Drawings; the width shall be not less than that shown on the Drawings,providing 17 for the top seal space. 18 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 19 requirements of this specification. 20 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. LL 21 K. Curing Materials 22 1. Membrane-Forming Compounds. _ 23 a. Conform to the requirements of ASTM C309,Type 2,white pigmented 24 compound and be of such nature that it shall not produce permanent 25 discoloration of concrete surfaces nor react deleteriously with the concrete. 26 b. The compound shall produce a firm, continuous uniform moisture-impermeable 27 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 28 concrete. 29 c. It shall, when applied to the damp concrete surface at the specified rate of 30 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 31 normal conditions suitable for concrete operations. 32 d. It shall adhere in a tenacious film without running off or appreciably sagging. 33 e. It shall not disintegrate, check,peel or crack during the required curing period. 34 f. The compound shall not peel or pick up under traffic and shall disappear from 35 the surface of the concrete by gradual disintegration. 36 g. The compound shall be delivered to the job site in the manufacturer's original 37 containers only, which shall be clearly labeled with the manufacturer's name, 38 the trade name of the material and a batch number or symbol with which test 39 samples may be correlated. 40 h. When tested in accordance with ASTM C 156 Water Retention by Concrete 41 Curing Materials,the liquid membrane-forming compound shall restrict the loss 42 of water present in the test specimen at the time of application of the curing 43 compound to not more than 0.01-oz.-per-2 inches of surface. 44 2.3 ACCESSORIES [NOT USED] 45 2.4 SOURCE QUALITY CONTROL 46 A. Mix Design CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-7 CONCRETE PAVING Page 7 of 22 1 1. Concrete Mix Design and Control 2 a. At least 10 calendar days prior to the start of concrete paving operations,the 3 Contractor shall submit a design of the concrete mix it proposes to use and a 4 full description of the source of supply of each material component. 5 b. The design of the concrete mix shall produce a quality concrete complying with 6 these specifications and shall include the following information: 7 1) Design Requirements and Design Summary 8 2) Material source 9 3) Dry weight of cement/cubic yard and type 10 4) Dry weight of fly ash/cubic yard and type, if used 11 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 12 6) Design water/cubic yard rt 13 7) Quantities, type, and name of admixtures with manufacturer's data sheets 14 8) Current strength tests or strength tests in accordance with ACI 318 15 9) Current Sieve Analysis and-200 Decantation of fine and coarse aggregates 16 and date of tests 17 10) Fineness modulus of fine aggregate 18 11) Specific Gravity and Absorption Values of fine and coarse aggregates 19 12) L.A. Abrasion of coarse aggregates 20 c. Once mix design approved by City,maintain intent of mix design and 21 maximum water to cement ratio. 22 d. No concrete may be placed on the job site until the mix design has been 23 approved by the City. 24 2. Quality of Concrete 25 a. Consistency 26 1) In general,the consistency of concrete mixtures shall be such that: 27 a) Mortar shall cling to the coarse aggregate - 28 b) Aggregate shall not segregate in concrete when it is transported to the 29 place of deposit 30 c) Concrete, when dropped directly from the discharge chute of the mixer, 31 shall flatten out at the center of the pile,but the edges of the pile shall 32 stand and not flow 33 d) Concrete and mortar shall show no free water when removed from the 34 mixer 35 e) Concrete shall slide and not flow into place when transported in metal 36 chutes at an angle of 30 degrees with the horizontal 37 f) Surface of the finished concrete shall be free from a surface film or 38 laitance 39 2) When field conditions are such that additional moisture is needed for the 40 final concrete surface finishing operation, the required water shall be - 41 applied to the surface by hand sprayer only and be held to a minimum 42 amount. 43 3) The concrete shall be workable,cohesive,possess satisfactory finishing 44 qualities and be of the stiffest consistency that can be placed and vibrated 45 into a homogeneous mass. 46 4) Excessive bleeding shall be avoided. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-8 CONCRETE PAVING Page 8 of 22 1 5) If the strength or consistency required for the class of concrete being 2 produced is not secured with the minimum cement specified or without 3 exceeding the maximum water/cement ratio,the Contractor may use, or the 4 City may require, an approved cement dispersing agent(water reducer); or 5 the Contractor shall furnish additional aggregates,or aggregates with 6 different characteristics, or the Contractor may use additional cement in 7 order to produce the required results. 8 6) The additional cement may be permitted as a temporary measure,until 9 aggregates are changed and designs checked with the different aggregates 10 or cement dispersing agent. 11 7) The Contractor is solely responsible for the quality of the concrete 12 produced. 13 8) The City reserves the right to independently verify the quality of the 14 concrete through inspection of the batch plant,testing of the various 15 materials used in the concrete and by casting and testing concrete cylinders 16 or beams on the concrete actually incorporated in the pavement. 17 b. Standard Class 18 1) Unless otherwise shown on the Drawings or detailed specifications,the 19 standard class for concrete paving for streets and alleys is shown in the 20 following table: Y #i rt CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 .. Revised December 20,2012 32 13 13-9 CONCRETE PAVING Page 9 of 22 1 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strengthz Cementitious, Maximum psi Ratio Size inch P 517 3600 0.49 1-1/2 H 564 4500 0.45 1-1/2 2 1.All exposed horizontal concrete shall have entrained-air. 3 2.Minimum Compressive Strength Required. 4 5 2) Machine-Laid concrete: Class P 6 3) Hand-Laid concrete: Class H 7 c. High Early Strength Concrete(HES) 8 1) When shown on the Drawings or allowed,provide Class HES concrete for 9 very early opening of pavements area or leaveouts to traffic. 10 2) Design class HES to meet the requirements of class specified for concrete 11 pavement and a minimum compressive strength of 2,600 psi in 24 hours, .. 12 unless other early strength and time requirements are shown on the 13 Drawings allowed. 14 3) No strength overdesign is required. 15 i 16 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious Compressive Water/ Aggregate Lb./CY Strengthz Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1-1/2 17 18 d. Slump 19 1) Slump requirements for pavement and related concrete shall be as specified 20 in the following table: 21 22 Concrete Pavement Slump Requirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Slip-Form/Form-Riding Paving 1-1/2 3 Hand Formed Paving 4 5 Sidewalk,Curb and Gutter,Concrete 4 5 Valley Gutter and Other Miscellaneous Concrete 23 24 2) No concrete shall be permitted with slump in excess of the maximums 25 shown. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-10 CONCRETE PAVING Page 10 of 22 1 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 12 2. The equipment shall include spreading devices(augers), internal vibration, _ 13 tamping, and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine-Laid Concrete Pavement 16 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b. Slip-Form Paver 20 1) Slip-form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions, shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip-Form Paver if paver requires over-digging and 24 impacts trees, mailboxes or other improvements. 25 4. Hand-Laid Concrete Pavement 26 a. Machines that do not incorporate these features, such as roller screeds or 27 vibrating screeds, shall be considered tools to be used in hand-laid concrete 28 construction,as slumps, spreading methods,vibration, and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 32 B. Concrete Mixing and Delivery 33 1. Transit Batching: shall not be used—onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M. City shall have access 37 ready mix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain material samples. 39 c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied, individual samples shall be taken after the 42 discharge of approximately 15 percent and 85 percent of the load. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-11 CONCRETE PAVING Page 11 of 22 1 2) The method of sampling shall provide that the samples are representative of 2 widely separated portions, but not from the very ends of the batch. 3 d. The mixing of each batch, after all materials are in the drum, shall continue until 4 it produces a thoroughly mixed concrete of uniform mass as determined by 5 established mixer performance ratings and inspection, or appropriate uniformity 6 tests as described in ASTM C94. 7 e. The entire contents of the drum shall be discharged before any materials are 8 placed therein for the succeeding batch. 9 f. Retempering or remixing shall not be permitted. 10 3. Delivery 11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 12 City to prevent cold joint. 13 4. Delivery Tickets 14 a. For all operations,the manufacturer of the concrete shall,before unloading, 15 famish to the purchaser with each batch of concrete at the site a delivery ticket 16 on which is printed, stamped, or written,the following information to determine 17 that the concrete was proportioned in accordance with the approved mix design: 18 1) Name of concrete supplier 19 2) Serial number of ticket 20 3) Date 21 4) Truck number T 22 5) Name of purchaser 23 6) Specific designation of job (name and location) 24 7) Specific class,design identification and designation of the concrete in 25 conformance with that employed in job specifications 26 8) Amount of concrete in cubic yards 27 9) Time loaded or of first mixing of cement and aggregates 28 10) Water added by receiver of concrete 29 11) Type and amount of admixtures 30 C. Subgrade a 31 1. When manipulation or treatment of subgrade is required on the Drawings,the work 32 shall be performed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The roadbed shall be excavated and shaped in conformity with the typical sections 35 and to the lines and grades shown on the Drawings or established by the City. 36 3. All holes, ruts and depressions shall be filled and compacted with suitable material 37 and, if required,the subgrade shall be thoroughly wetted and reshaped. 38 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be 39 corrected. 40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 41 density as determined by ASTM D698. 42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 44 pavement to ensure its being in a firm and moist condition. 45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 46 of the work. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-12 CONCRETE PAVING Page 12 of 22 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. v 3 10. After the specified moisture and density are achieved,the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base, additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine-laid concrete 10 1) The side forms shall be metal,of approved cross section and bracing, of a 11 height no less than the prescribed edge thickness of the concrete section, 12 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing, settling or deflection. 17 3) The forms shall be free from warps, bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Forms shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment. 21 5) Forms shall be set to line and grade at least 200 feet,where practicable, in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with the subgrade throughout their length 26 and base width. - 27 8) If the subgrade becomes unstable, forms shall be reset,using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. _ 30 b. Forms for hand-laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 32 inches in thickness or equivalent when wooden forms are used, or be of a 33 gauge that shall provide equivalent rigidity and strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 38 shall be rejected. 39 2. Settling. When forms settle over 1/8 inch under finishing operations,paving 40 operations shall be stopped the forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3. Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approved. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-13 CONCRETE PAVING Page 13 of 22 1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 2 after a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e. When forms are removed before 72 hours after concrete placement,promptly 5 apply membrane curing compound to the edge of the concrete pavement. + 6 E. Placing Reinforcing Steel,Tie, and Dowel Bars 7 1. General 8 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 9 as shown on the Drawings. 10 b. All reinforcing steel shall be clean,free from rust in the form of loose or 11 objectionable scale, and of the type,size and dimensions shown on the l 12 Drawings. 13 c. Reinforcing bars shall be securely wired together at the alternate intersections 14 and all splices and shall be securely wired at each intersection dowel and load- 15 transmission unit intersected. 16 d. All bars shall be installed in their required position as shown on the Drawings. 17 e. The storing of reinforcing or structural steel on completed roadway slabs 18 generally shall be avoided and, where permitted, such storage shall be limited 19 to quantities and distribution that shall not induce excessive stresses. 20 2. Splices - 21 a. Provide standard reinforcement splices by lapping and tying ends. 22 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 23 the Drawings. 24 3. Installation of Reinforcing Steel 25 a. All reinforcing bars and bar mats shall be installed in the slab at the required 26 depth below the finished surface and supported by and securely attached to bar 27 chairs installed on prescribed longitudinal and transverse centers as shown by 28 sectional and detailed drawings on the Drawings. 29 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 30 on the Drawings and shall be approved by the City prior to extensive 31 fabrication. 32 c. After the reinforcing steel is securely installed above the subgrade as specified 33 in Drawings and as herein prescribed, no loading shall be imposed upon the 34 bar mats or individual bars before or during the placing or finishing of the 35 concrete. 36 4. Installation of Dowel Bars 37 a. Install through the predrilled joint filler and rigidly support in true horizontal 38 and vertical positions by an assembly of bar chairs and dowel baskets. 39 b. Dowel Baskets 40 1) The dowels shall be held in position exactly parallel to surface and 41 centerline of the slab,by a dowel basket that is left in the pavement. 42 2) The dowel basket shall hold each dowel in exactly the correct position so 43 firmly that the dowel's position cannot be altered by concreting operations. 44 c. Dowel Caps 45 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 46 direction. 47 5. Tie Bar and Dowel Placement 48 a. Place at mid-depth of the pavement slab,parallel to the surface. Y CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-14 CONCRETE PAVING Page 14 of 22 1 b. Place as shown on the Drawings. 2 6. Epoxy for Tie and Dowel Bar Installation 3 1) Epoxy bars as shown on the Drawings. 4 2) Use only drilling operations that do not damage the surrounding operations. 5 3) Blow out drilled holes with compressed air. 6 4) Completely fill the drilled hole with approved epoxy before inserting the tie 7 bar into the hole. 8 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 9 F. Joints 10 1. Joints shall be placed where shown on the Drawings or where directed by the City. 11 2. The plane of all joints shall make a right angle with the surface of the pavement. 12 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 13 4. Joint Dimensions 14 a. The width of the joint shall be shown on the Drawings,creating the joint 15 sealant reservoir. 16 b. The depth of the joint shall be shown on the Drawings. 17 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 18 recommendations. 19 d. After curing,the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 20 surface at the center of the joint. 21 5. Transverse Expansion Joints 22 a. Expansion joints shall be installed perpendicularly to the surface and to the 23 centerline of the pavement at the locations shown on the Drawings,or as 24 approved by the City. 25 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 26 approved by the City. 27 c. Dowel bars, shall be of the size and type shown on the Drawings,or as 28 approved by the City,and shall be installed at the specified spacing. 29 d. Support dowel bars with dowel baskets. 30 e. Dowels shall restrict the free opening and closing of the expansion join and 31 shall not make planes of weaknesses in the pavement. 32 f. Greased Dowels for Expansion Joints. 33 1) Coat dowels with a thin film of grease or other approved de-bonding 34 material. 35 2) Provide dowel caps on the lubricated end of each dowel bar. 36 g. Proximity to Existing Structures. When the pavement is adjacent to or around 37 existing structures,expansions joints shall be constructed in accordance with 38 the details shown on the Drawings. 39 6. Transverse Contraction Joints 40 a. Contraction or dummy joints shall be installed at the locations and at the 41 intervals shown on the Drawings. 42 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 43 approved by the City. 44 c. Dowel bars, shall be of the size and type shown on the Drawings,or as 45 approved by the City, and shall be installed at the specified spacing. 46 d. Joints shall be sawed into the completed pavement surface as soon after initial 47 concrete set as possible so that some raveling of the concrete is observed in 48 order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-15 CONCRETE PAVING Page 15 of 22 1 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 2 1/3 inch(1/4 inch permitted if limestone aggregate used)of the actual 3 pavement thickness, or deeper if so indicated on the Drawings. 4 f. Complete sawing as soon as possible in hot weather conditions and within a 5 maximum of 24 hours after saw cutting begins under cool weather conditions. 6 g. If sharp edge joints are being obtained,the sawing process shall be sped up to 7 the point where some raveling is observed. 8 h. Damage by blade action to the slab surface and to the concrete immediately 9 adjacent to the joint shall be minimized. 10 i. Any portion of the curing membrane which has been disturbed by sawing 11 operations shall be restored by spraying the areas with additional curing 12 compound. 13 7. Transverse Construction Joints 14 a. Construction joints formed at the close of each day's work or when the placing 15 of concrete has been stopped for 30-minutes or longer shall be constructed by 16 use of metal or wooden bulkheads cut true to the section of the finished 17 pavement and cleaned. 18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 19 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 20 surface and at right angles to the centerline of the pavement. 21 d. Edges shall be rounded to 1/4 inch radius. 22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 23 the work. 24 8. Longitudinal Construction Joints 25 a. Longitudinal construction joints shall be of the type shown on the Drawings. 26 9. Joint Filler 27 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 28 Drawings. 29 b. Redwood Board joints shall be used for all pavement joints except for 30 expansion joints that are coincident with a butt joint against existing 31 pavements. 32 c. Boards with less than 25-percent of moisture at the time of installation shall be 33 thoroughly wetted on the job. 34 d. Green lumber of much higher moisture content is desirable and acceptable. 35 e. The joint filler shall be appropriately drilled to admit the dowel bars when 36 required. 37 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 38 slab. The top edge shall be held approximately 1/2 inch below the finished 39 surface of the pavement in order to allow the finishing operations to be 40 continuous. 41 g. The joint filler may be composed of more than one length of board in the 42 length of joint,but no board of a length less than 6 foot may be used unless 43 otherwise shown on the Drawings. 44 h. After the removal of the side forms,the ends of the joints at the edges of the 45 slab shall be carefully opened for the entire depth of the slab. 46 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 47 and as specified in Section 32 13 73. Materials shall generally be handled and 48 applied according to the manufacturer's recommendations as specified in Section 49 32 1373. i CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-16 CONCRETE PAVING Page 16 of 22 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings, the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. 10 Tem erature—Time Requirements Concrete Temperature Max Time—minutes Max Time—minutes at point ofplacement) no retarding age twith retarding agent) t Non-Agitated Concrete { All temperatures 45 45 Agitated Concrete a Above 90°F Time may be reduced by 75 city Above 75°F thru 90°F 60 90 75°F and Below 60 120 11 1 Normal dosage of retarder. 12 13 4. Rakes shall not be used in handling concrete. 14 5. At the end of the day, or in case of unavoidable interruption or delay of more than _ 15 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 16 placed in accordance with 3.41.7 of this Section. 17 6. Honeycombing 18 a. Special care shall be taken in placing and spading the concrete against the 19 forms and at all joints and assemblies so as to prevent honeycombing. 20 b. Excessive voids and honeycombing in the edge of the pavement, revealed by 21 the removal of the side forms,may be cause for rejection of the section of slab 22 in which the defect occurs. 23 H. Finishing 24 1. Machine 25 a. Tolerance Limits 26 1) While the concrete is still workable, it shall be tested for irregularities with 27 a 10 foot straightedge placed parallel to the centerline of the pavement so as 28 to bridge depressions and to touch all high spots. 29 2) Ordinates measured from the face of the straightedge to the surface of the _ 30 pavement shall at no place exceed 1/16 inch-per-foot from the nearest point 31 of contact. 32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 33 than 1/8 inch. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-17 CONCRETE PAVING Page 17 of 22 1 4) Any surface not within the tolerance limits shall be reworked and 2 refinished. 3 b. Edging 4 1) The edges of slabs and all joints requiring edging shall be carefully tooled 5 with an edger of the radius required by the Drawings at the time the 6 concrete begins to take its"set"and becomes non-workable. 7 2) All such work shall be left smooth and true to lines. 8 2. Hand 9 a. Hand finishing permitted only in intersections and areas inaccessible to a 10 finishing machine. 11 b. When the hand method of striking off and consolidating is permitted, the 12 concrete, as soon as placed, shall be approximately leveled and then struck off 13 with screed bar to such elevation above grade that,when consolidated and 14 finished,the surface of the pavement shall be at the grade elevation shown on 15 the Drawings. 16 c. A slight excess of material shall be kept in front of the cutting edge at all times. 17 d. The straightedge and joint finishing shall be as prescribed herein. - 18 I. Curing 19 1. The curing of concrete pavement shall be thorough and continuous throughout the 20 entire curing period. 21 2. Failure to provide proper curing as herein prescribed shall be considered as 22 sufficient cause for immediate suspension of the paving operations. 23 3. The curing method as herein specified does not preclude the use of any of the other 24 commonly used methods of curing, and the City may approve another method of 25 curing if so requested by the Contractor. 26 4. If any selected method of curing does not afford the desired results,the City shall 27 have the right to order that another method of curing be instituted. 28 5. After removal of the side forms,the sides of the slab shall receive a like coating 29 before earth is banked against them. 30 6. The solution shall be applied,under pressure with a spray nozzle, in such a manner 31 as to cover the entire surfaces thoroughly and completely with a uniform film. 32 7. The rate of application shall be such as to ensure complete coverage and shall not 33 exceed 20-square-yards-per-gallon of curing compound. 34 8. When thoroughly dry, it shall provide a continuous and flexible membrane,free 35 from cracks or pinholes, and shall not disintegrate, check,peel or crack during the 36 curing period. 37 9. If for any reason the seal is broken during the curing period,it shall be immediately 38 repaired with additional sealing solution. 39 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 40 Materials, the curing compound shall provide a film which shall have retained 41 within the test specimen a percentage of the moisture present in the specimen when 42 the curing compound was applied according to the following. 43 11. Contractor shall maintain and properly repair damage to curing materials on 44 exposed surfaces of concrete pavement continuously for a least 72 hours. 45 J. Monolithic Curbs CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-18 CONCRETE PAVING Page 18 of 22 1 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 2 back from the paving mixer,shall be placed within 20-minutes after being mixed. 3 2. After the concrete has been struck off and sufficiently set,the exposed surfaces 4 shall be thoroughly worked with a wooden flat. 5 3. The exposed edges shall be rounded by the use of an edging tool to the radius 6 indicated on the Drawings. 7 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. ` 8 Ir ming 9 10 11 . 12 ; 13 Dfawifigs. i 14 1} 15 16 spaeiag of 600 foot 17 18 An thA ar, 19 d- 20 mquiFedjeiats shall be pfedueed te the satisfaetion of the City. 21 o- 22 in aeeer-danee withthe eat of Seration 32 13-7-3-: 23 L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 25 provided at location indicated on the Drawings or as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 City. 29 3.5 REPAIR 30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 31 specified in Section 32 0129. 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 SITE QUALITY CONTROL 34 A. Concrete Placement 35 36 37 Pfostieal 38 a. All eener-ete pavement aet plaeed by hand shall be plared using a figly 39 autemated Paving fnaehifte as appreved by the City. 40 41 B. Testing of Materials 42 1. Samples of all materials for test shall be made at the expense of the City,unless 43 otherwise specified in the special provisions or in the Drawings. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-19 CONCRETE PAVING Page 19 of 22 1 2. In the event the initial sampling and testing does not comply with the specifications, 2 all subsequent testing of the material in order to determine if the material is 3 acceptable shall be at the Contractor's expense at the same rate charged by the 4 commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be ACI certified or equivalent. 7 C. Pavement Thickness Test 8 1. Upon completion of the work and before final acceptance and final payment9h&44be 9 thickness shall be checked 10 by survey performed by the contractor. Coring shall only be performed at the 11 discretion of the engineer/city. Coring shall be performed by the contractor. 12 2. The number of tests and location shall be at the discretion of the City,unless 13 otherwise specified in the special provisions or on the Drawings. 14 -3-. The eve-st the initial pavefaeat thiekness test shall be the @*pease of the City. 15 4. In the event a deficiency in the thickness of pavement is revealed during normal 16 testing operations, subsequent tests necessary to isolate the deficiency shall be at 17 the Contractor's expense. 18 -5 19 laberteie� - 20 6. Where the average thickness of pavement in the area found to be deficient in 21 thickness by more than 0.20 inch,but not more than 0.50 inch,payment shall be 22 made at an adjusted price as specified in the following table. 23 Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Y Inches Allowed 0.00-0.20 100 percent 0.21 -0.30 80 percent 0.31 -0.40 70 percent 0.41-0.50 60 percent 24 25 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 26 more than 0.75 inch or 1/10 of the thickness specified on the Drawings,whichever 27 is greater, shall be evaluated by the City. 28 8. If, in the judgment of the City the area of such deficiency should not be removed 29 and replaced, there shall be no payment for the area retained. 30 9. If,in the judgment of the City,the area of such deficiency warrants removal,the { 31 area shall be removed and replaced, at the Contractor's entire expense,with 32 concrete of the thickness shown on the Drawings. 33 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 34 than 1/10 of the plan thickness,whichever is greater, shall be removed and 35 replaced, at the Contractor's entire expense,with concrete of the thickness shown 36 on the Drawings. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-20 CONCRETE PAVING Page 20 of 22 1 11. No additional payment over the contract unit price shall be made for any pavement 2 of a thickness exceeding that required by the Drawings. 3 D. Pavement Strength Test 4 1. During the progress of the work the City shall provide trained technicians to cast 5 test cylinders for conforming to ASTM C31, to maintain a check on the 6 compressive strengths of the concrete being placed. 7 2. After the cylinders have been cast, they shall remain on the job site and then 8 transported,moist cured, and tested by the City in accordance with ASTM C31 and 9 ASTM C39. 10 3. In each set, 1 of the cylinders shall be tested at 7 days,2 cylinders shall be tested at 4 11 28 days, and 1 cylinder shall be held or tested at 56 days, if necessary. 12 4. If the 28 day test results indicate deficient strength, the Contractor may,at its option 13 and expense, core the pavement in question and have the cores tested by an 14 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol,except 15 the average of all cores must meet 100 percent of the minimum specified strength, 16 with no individual core resulting in less than 90 percent of design strength,to 17 override the results of the cylinder tests. 18 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not 19 meet minimum specified strength, additional cores shall be taken to identify the _ 20 limits of deficient concrete pavement at the expense of the Contractor. 21 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 22 meeting the minimum specified strength shall be subject to the money penalties or 23 removal and placement at the Contractor's expense as show in the following table. 24 Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent-Not More Than 10 percent 90-percent Greater Than 10 percent-Not More Than 15 percent 80-percent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and expense of Contractor as directed by City 25 26 7. The amount of penalty shall be deducted from payment due to Contractor; such as 27 penalty deducted is to defray the cost of extra maintenance. 28 8. The strength requirements for structures and other concrete work are not altered by 29 the special provision. 30 9. No additional payment over the contract unit price shall be made for any pavement 31 of strength exceeding that required by the Drawings and/or specifications. 32 E. Cracked Concrete Acceptance Policy 33 1. If cracks exist in concrete pavement upon completion of the project,the Project 34 Inspector shall make a determination as to the need for action to address the 35 cracking as to its cause and recommended remedial work. Any and all repairs 36 directed by the city/engineer shall be performed at the owner's expense. This can 37 include slab replacement, crack repair, spall/partial slab repair. 38 2. If the recommended remedial work is routing and sealing of the cracks to protect 39 the subgrade,the Inspector shall make the determination as to whether to rout and 40 seal the cracks at the time of final inspection and acceptance or at any time prior to 41 the end of the project maintenance period. The Contractor shall perform the routing 42 and sealing work as directed by the Project Inspector, at no cost to the City, 43 regardless of the cause of the cracking. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-21 CONCRETE PAVING Page 21 of 22 1 3. If remedial work beyond routing and sealing is determined to be necessary,the 2 Inspector and the Contractor will attempt to agree on the cause of the cracking. If LL 3 agreement is reached that the cracking is due to deficient materials or workmanship, 4 the Contractor shall perform the remedial work at no cost to the City. Remedial 5 work in this case shall be limited to removing and replacing the deficient work with 6 new material and workmanship that meets the requirements of the contract. 7 4. ,Effid the 8 Inspeetef and the GefAfaeter-agree that the eause of the ereeking is not defieient �. 9 10 11 Address the eause afthe emek4ag, 12 No payment shall be awarded to the 13 contractor for repairs. 14 , 15 the eause ef the afaeking,the City may hire m independent geeteehairaal @ 16 17 18 19 . 20 6. If the geeteehaieal engineer determines that the primary cause of the cracking is the 21 Contractor's deficient material or workmanship, the remedial work will be 22 performed at the Contractor's entire expense and the Contractor will also reimburse 23 the City for the balance of the cost of the geotechnical investigation over and above 4 24 the amount that has previously been escrowed. Remedial work in this case shall be 25 limited to removing and replacing the deficient work with new material and 26 workmanship that meets the requirements of the contract. Y. 27 "L if the geeteehffieal engineer-detefffliffes that the pfifnar-y eause of the sfaekipg is not- 28 ,thS City Will V-Atllm the. 29 ,will pr-evide+U8 City 30 32 3.8 SYSTEM STARTUP [NOT USED] } 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 32 13 13-22 CONCRETE PAVING Page 22 of 22 1 END OF SECTION Z Revision Log { DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A—Modified items to be included in price bid ., 05/21/2014 Doug Rademaker 2.2.1)—Modified to clarify acceptable fly ash substitution in concrete paving 3 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ++ Revised December 20,2012 321373-1 CONCRETE PAVING JOINT SEALANTS *- Page I of 4 1 SECTION 32 13 73 2 CONCRETE PAVING JOINT SEALANTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 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 3. Section 32 13 13 -Concrete Paving 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item shall be by,the limear-fees ef-Joing 902-01104019 eempleted 17 of be 18 measured for separate payment. 19 2. Payment 20 a. The work performed and materials furnished in accordance with this Item are 21 subsidiary to the var-iour, items bid under 32 13 13 concrete paving and no other 22 compensation will be allowed . 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification,unless a date is specifically cited. 28 2. ASTM International(ASTM): 29 a. D5893, Standard Specification for Cold Applied, Single Component, 30 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 31 Pavements 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 35 A. Test and Evaluation Reports 36 1. Prior to installation, furnish certification by an independent testing laboratory that 37 the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ` Revised December 20,2012 321373-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 4 1 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant 2 has a minimum 2-year demonstrated, documented successful field performance 3 with concrete pavement silicone joint sealant systems. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS 9 A. Do not apply joint sealant when the air and pavement temperature is less than 35 10 degrees F 11 B. Concrete surface must be clean,dry and frost free. 12 C. Do not place sealant in an expansion-type joint if surface temperature is below 35 13 degrees F or above 90 degrees F. 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 17 2.2 MATERIALS & EQUIPMENT 18 A. Materials 19 1. Joint Sealant: ASTM D5893. 20 2. Joint Filler, Backer Rod and Breaker Tape 21 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 22 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 23 b. The back rod and breaker tape shall be installed in the saw-cut joint to prevent 24 the joint sealant from flowing to the bottom of the joint. 25 c. The backer rod and breaker tape shall be compatible with the silicone joint 26 sealant and no bond or reaction shall occur between them. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 321373-3 CONCRETE PAVING JOINT SEALANTS -- Page 3 of 4 1 3.4 INSTALLATION 2 A. General 3 1. The silicone sealant shall be cold applied. 4 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 5 prior to sealing joints. 6 3. Perform joint reservoir saw cutting, cleaning,bond breaker installation, and joint 7 sealant placement in a continuous sequence of operations. 8 4. See Drawings for the various joint details with their respective dimensions. 9 B. Equipment 10 1. Provide all necessary equipment and keep equipment in a satisfactory working 11 condition. 12 2. Equipment shall be inspected by the City prior to the beginning of the work. 13 3. The minimum requirements for construction equipment shall be as follows: 14 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 15 complete the joint sawing to the required dimensions. 16 b. Air Compressors. The delivered compressed air shall have a pressure in excess 17 of 90 psi and shall be suitable for the removal of all free water and oil from the 18 compressed air. 19 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 20 of sealant to the joint. 21 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 22 the joint. 23 e. Sandblaster. The design shall be for commercial use with air compressors as 24 specified in this Section. 25 f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and 26 free of contamination. They shall be compatible with the joint depth and width 27 requirements. 28 C. Sawing Joints: see Section 32 13 13. 29 D. Cleaning joints 30 1. Dry saw in 1 direction with reverse cutting blade then sand blast. 31 2. Use compressed air to remove the resulting dust from the joint. 32 3. Sandblast joints after complete drying. 33 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 34 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 35 face of the joint. 36 b. Sandblast both joint faces sandblasted in separate, 1 directional passes. 37 c. When sandblasting is complete,blow-out using compressed air. 38 d. The blow tube shall fit into the joints. 39 4. Check the blown joint for residual dust or other contamination. 40 a. If any dust or contamination is found,repeat sandblasting and blowing until the 41 joint is cleaned. 42 b. Do not use solvents to remove stains and contamination. R 43 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 44 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 45 the joint sealant. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 "� Revised December 20,2012 321373-4 CONCRETE PAVING JOINT SEALANTS +�. Page 4 of 4 1 7. Do not leave open,cleaned joints unsealed overnight. 2 E. Joint Sealant 3 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the 4 mechanical injection tool. 5 2. Do not seal joints unless they are clean and dry. 6 3. Remove and discard excess sealant left on the pavement surface. 7 a. Do not excess use to seal the joints. 8 4. The pavement surface shall present a clean final condition as determined by City. 9 5. Do not allow traffic on the fresh sealant until it becomes tack-free. -- 10 F. Approval of Joints 11 1. The City may request a representative of the sealant manufacturer to be present at 12 the job site at the beginning of the final cleaning and sealing of joints. 13 a. The representative shall demonstrate to the Contractor and the City the 14 acceptable method for sealant installation. 15 b. The representative shall approve the clean, dry joints before the sealing 16 operation commences. 17 3.5 REPAIR/RESTORATION [NOT USED] y 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 'r Revised December 20,2012 666 Item 666 Retroreflectorized Pavement Markings 1. DESCRIPTION Furnish and place retroreflectorized,non-retroreflectorized(shadow)and profile pavement markings. 2. MATERIALS 24-. Type I MaFklng Matedals. Furnish in aA-r-e-Fdame with WAS 922Q,"Hot AppliedTheffnepla Fumish pavement maFking mate—Oal urbe-d-fe-F Type 1 pr4ofile maFkings and shadew FnaFkings that have been appFeved by the GGAGW40A Division,and On N-r-A-FdanAW with DIVIS 9229,"Hot Applied TheFmepla6tir.." 2.2. Type II Marking Materials. Furnish in accordance with DMS-8200,"Traffic Paint." 2.3. Glass Traffic Beads.Furnish drop-0n glass beads in accordance with DMS-8290,"Glass Traffic Beads"or as approved.Furnish a double-drop of Type II and Type III drop-0n glass beads where each type bead is applied separately in equal portions(by weight),unless otherwise approved.Apply the Type III beads before applying the Type II beads. 2.4. Labeling.Use clearly marked containers that indicate color,mass,material type,manufacturer,and batch number. 3. EQUIPMENT 3.1. General Requirements. Use equipmentthat: • is maintained in satisfactory condition, • meets or exceeds the requirements of the National Board of Fire Underwriters and the Texas Railroad Commission for this application, • applies beads by an automatic bead dispenser attached to the pavement marking equipment in such a manner that the beads are dispensed uniformly and almost instantly upon the marking as the marking is being applied to the road surface.The bead dispenser must have an automatic cut- off control,synchronized with the cut-off of the pavement marking equipment, • has an automatic cut-off device with manual operating capabilities to provide clean,square marking ends, • is capable of producing the types and shapes of profiles specified,and • can provide continuous mixing and agitation of the pavement marking material.The use of pans, aprons, or similar appliances which the die overruns will not be permitted for longitudinal striping applications. applying Type 1 mategal. Addendum No. 2 666 11-26 A-4149-F N WOFFIal global positieRing syrAW(9128)OF the ability to be IiFiked with an extemal 0 of the FeadiRgs Fetumed#eFA the G128 are taken. 3.2. Material Placement Requirements.Use equipment that can place: • at least 40,000 ft.of 4-in.solid or broken non-profile markings per working day at the specified thickness; • at least 15,000 ft.of solid or broken profile pavement markings per working day at the specified thickness; • linear non-profile markings up to 8 in.wide in a single pass; • non-profile pavement markings other than solid or broken lines at an approved production rate; • a centerline and no-passing barrier-line configuration consisting of 1 broken line and 2 solid lines at the same time to the alignment,spacing,and thickness for non-profile pavement markings shown on the plans; • solid and broken lines simultaneously; • white line from both sides; • lines with clean edges,uniform cross-section with a tolerance of t1/8 in.per 4 in.width,uniform thickness,and reasonably square ends; • skip lines between 10 and 10-1/2 ft.,a stripe-to-gap ratio of 10 to 30,and a stripe-gap cycle between 39-1/2 ft.and 40-1/2 ft.,automatically; • beads uniformly and almost instantly on the marking as the marking is being applied; • beads uniformly during the application of all lines(each line must have an equivalent bead yield rate and embedment);and • double-drop bead applications using both Type II and Type III beads from separate independent bead applicators,unless otherwise approved by the Engineer. 4. CONSTRUCTION Place markings before opening to traffic unless short-term or work zone markings are allowed. 4.1. General.Obtain approval for the sequence of work and estimated daily production.Minimize interference to roadway operations when placing markings on roadways open to traffic.Use traffic control as shown on the plans or as approved.Protect all markings placed under open-traffic conditions from traffic damage and disfigurement. Establish guides to mark the lateral location of pavement markings as shown on the plans or as directed,and have guide locations verified.Use material for guides that will not leave a permanent mark on the roadway. Apply markings on pavement that is completely dry and passes the following tests: per. • Type II Marking Application—Place a 1-sq.ft.piece of clear plastic on the pavement,and weight down the edges.The pavement is considered dry if,when inspected after 15 min.,no condensation has occurred on the underside of the plastic. Addendum No. 2 666 Apply markings: • that meet the requirements of Tex-828-13, • that meet minimum retroreflectivity requirements when specified on the plans(applies to Type I markings only), • using widths and colors shown on the plans, • at locations shown on the plans, • in proper alignment with the guides without deviating from the alignment more than 1 in.per 200 ft.of roadway or more than 2 in.maximum, • without abrupt deviations, • free of blisters and with no more than 5%by area of holes orvoids, • with uniform cross-section,density andthickness, • with clean and reasonably square ends, • that are retroreflectorized with drop-on glass beads,and • using personnel skilled and experienced with installation of pavement markings. Remove all applied markings that are not in alignment or sequence as stated on the plans,or in the specifications,at the Contractor's expense in accordance with Item 677,"Eliminating Existing Pavement Markings and Markers,"except for measurement and payment. 4.2. Surface Preparation.Prepare surfaces in accordance with this Section unless otherwise shown on the plans. 4.2.1. Cleaning for New Asphalt Surfaces and Retracing of All Surfaces.Air blast or broom the pavement surface for new asphalt surfaces(less than 3 years old)and for retracing of all surfaces to remove loose material,unless otherwise shown on the plans.A sealer for Type I markings is not required unless otherwise shown on the plans. 4.2.2. Cleaning for Old Asphalt and Concrete Surfaces(Excludes Retracing).Clean old asphalt surfaces (more than 3 years old)and all concrete surfaces in accordance with Item 678,"Pavement Surface Preparation for Markings,"to remove curing membrane,dirt,grease,loose and flaking existing construction markings,and other forms of contamination. 4-2RA21AF far Type 1 MaFk"Ags.Apply a pavement se-ale-F te A-ld a6phalt 6wdaGes(FneFe than 3 yeaFs Gid)and W 211 C-9-AgetA F;-AmAs WaFe PlaGing Type 1 maFkings on 19GAWAS thRt dA Rot have existing FnaFkings,unless .," plans. 4.3. Application.Apply markings during good weather unless otherwise directed. If markings are placed at Contractor option when inclement weather is impending and the markings are damaged by subsequent y. precipitation,the Contractor is responsible for all required replacement costs. 4.4.1-. Type 1 MaFkings.PlaGO th8 TYP8 1 FAaFkffil;g Aftff the F;A--;I'A-.r GUMS.Apply within the tempeFahn limits FeGemmeRded by the material FARAI d2d'Par.Flush the spFay head if spFay appliGation epeFatiews wase for at the rer-A-mmeWed tempeFaWFB. App- n y OR ng the sh we test described Radon 666.4.1., and with a surfaKe ta-pnPeFatuF49 above 5-0-0 Addendum No. 2 666 4211 . V Rvelydng Rem 316,4 9.960 (69 MRS)fGF FetFaGiAg OR th8FFAGPla6tiG pavement FAaFk*RgS,OF • . ThA maxim-im th*nknArr,fQF TYPO I AGA P418 FnaFkmn@6 or,Q.180 on.(190 mils).MeasuFe thinkAers fer FFiaFk;AgS in-an-r-ArdAnAA With Tex-054-8 using the tape FnethGd-. 4.' . • . th-2A Q-30- IR.(NO Mil)AOF gFeateF thai;9.50 in.(509 me!)in height when measum-al-Mbnva the . 1- RGFmal top 6UFfaGe plane Af thp r-A9014ARY.The#a%yeme width ef the profile must not be less than 3.25 in.,and the lengitud'nal wid-th not less-thaR 1 4A.,when mwim-rad At thA tOp Wfa%plane of the pr4gfile baF.The pFefile wig 4.3.2. Type II Markings.Apply on surfaces with a minimum surface temperature of 50°F.Apply at least 20 gal.per mile on concrete and asphalt surfaces and at least 22 gal.per mile on surface treatments for a solid 4-in. line.Adjust application rates proportionally for other widths.When Type II markings are used as a sealer for Type I markings,apply at least 15 gal.per mile using Type II drop-on beads. 4.3.3. Bead Coverage.Provide a uniform distribution of beads across the surface of the stripe for Type I and Type II markings,with 49%to 60%bead embedment. .. 44. ty ReqUIFOMORW.WheR SpeGified on the plans,Type 1 maFkings must meet the following WhA-A me-aswFed any time after 3 days,but not lateF than IIQ days a#eFapp'*G - 4.5. Retroreflectivity Measuremen . pavement maFk;RgS,unless n-the-pNise-A-hown on the .For Contracts with less than 200,000 ft.of pavement markings or Contracts with callout work,mobile or portable retroreflectometers may be used at the Contractor's discretion. 4.a OR hA.104A y roadways(i.e.,meaGuFe both double Aniffid HAAN;iR W-th ArArfigns and meas,we all CAR*skip lines On both diFertiens). FI MiRh MARRI-FAMARtS iR GOMPliaRGS With SpeGial SpeGifiratien,"Mobile Retrerefierth ity Data GGlleGti9R fer Pavement MaFkinq6," 24 hr.hAfaFe taking any measUF8FA80S. Addendum No. 2 666 0 ReWpe at the G-A—Atradeeg expense with a minim,im At Q ON in.(69 mils)of Type 1 FAaFking of!he maFking 4 of Feadway JAW A--;,A-h se—rie-g-A-f Fnarking6(i.e.,edgeliFle,G@RtOF skip line,eaGh 10AR Of A MINA IiAe,OtG.)and ., ..... .akA a minim f IQ mAra MA21;"FaMAAtA after 19 days of this seGend appk--atien within that mile segment W that sege6 Of MaFk*AgS. R86tFope again at#;a"AAWIAtegr' FAtFAFAflAQtiVi fequireme*aFe met. 4.5.3. Traffic Control. Provide traffic control,as required,when taking retroreflectivity measurements after marking application.On low volume roadways(as defined on the plans),refer to the figure,"Temporary Road Closure" in Part 6 of the Texas Manual on Uniform Traffic Control Devices for the minimum traffic control requirements.For all other roadways,the minimum traffic control requirements will be as shown on the Traffic Control Plan(TCP)standard sheets TCP(3-1)and TCP(3-2).The lead vehicle will not be required on divided highways.The TCP and traffic control devices must meet the requirements listed in Item 502, "Barricades,Signs,and Traffic Handling."Time restrictions that apply during striping application will also apply during the retroreflectivity inspections except when using the mobile retroreflecto meter unless otherwise shown on the plans orapproved. 4.6. Performance Period.All markings must meet the requirements of this specification for at least 30 calendar days after installation.Unless otherwise directed,remove pavement markings that fail to meet requirements, and replace at the Contractor's expense.Replace failing markings within 30 days of notification.All replacement markings must also meet all requirements of this Item for a minimum of 30 calendar days after installation. 4.7. Marking Removal. The industry's best practice shall be used to remove existing pavement markings and markers. Addendum No.2 666 If the roadway is being damaged during the marker removal, Work shall be halted until consultation with the City.Removals shall be done in such a matter that color and texture contrast of the pavement surface will be held to a minimum.Repair damage to asphaltic surfaces,such as spalling,shelling,etc., greater than Y4 inch in depth resulting from the removal of pavement markings and markers. Driveway patch asphalt emulsion may be broom applied to reseal damage to asphaltic surfaces.Dispose of markers in accordance with federal,state,and local regulations. Use any of the following methods unless otherwise shown on the Drawings. Blasting Method. Use a blasting method such as water blasting,abrasive blasting,water abrasive blasting,shot blasting,slurry blasting,water-injected abrasive blasting,or brush blasting as approved. Remove pavement markings on concrete surfaces by a blasting method only. It is the contractor's responsibility to prevent damage of property and pavement during removal operations. Contractor must immediately clean up any debris,sand,or slurry from removal operations. 5. MEASUREMENT This item Retroreffectorized Parking Stripes will be measured by the square foo;by w9rd,symbel, Retroreflective beads are not measured for separate payment but shall be considered subsidiary to marking application. This is a plans quantity measurement item.The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. Pavement marking removal shall be measured by number of square feet of markings removed in accordance with the specifications and accepted by the Engineer. plans. 6. PAYMENT "Retrorefiectorized Parking Stripes"of the type and color specified and the shape,width,size,and thickness specified as applicable, sizes, Ggler.s,shapes,sizes,and widths . This price is full compensation for application of pavement markings,materials,equipment,labor,tools,and incidentals. ,"PayeffleAt SUFfaG8 PFepaFatien fGF MaFkings."Surface preparation of all pavement,except for sealing,will not be paid for directly but is subsidiary to this Item. 1.A1e_Fk-;[QAA pavement maFkings(Type 11,paiAt and beads)usod;w a sAAW9 fbF Type 1 FnaFW;9& (th8FMGPIa6tiG)will be paid far und-A-F Item ," damaged by the OFIGIament weatheF Will be paid fbF in addition to the eggiRal pIaA6 qUaRtity.Markings shall not be placed in inclement weather. Marking Removal.Payment shall be made at the contract unit price per square foot for pavement Addendum No.2 666 marking removal. The price shall be full compensation for furnishing all materials and for all - labor,equipment,tools,and incidentals necessary to complete the item. Payment will be made under.• Item TX-666-6.1 Retroreffectorized Parking Stripes(Type 11, White)—Per Square Foot Item TX-666-6.2 Marking Removal—Per Square Foot Addendum No.2 3232 13-I CAST-IN-PLACE CONCRETE RETAINING WALLS Page I of 6 1 SECTION 32 32 13 2 CAST-IN-PLACE CONCRETE RETAINING WALLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 7 8 97 9 2. Construction of TxDOT standard cast-in-place, spread foot concrete retaining wall 10 of the size and shape detailed on the Drawings and at the location shown on the 11 Drawings. 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0 -Bidding Requirements,Contract Forms, and Conditions of the Contract .. 16 2. Division 1 -General Requirements 17 3. Section 03 30 00-Cast-in-Place Concrete 18 4. Section 3123 16—Unclassified Excavation 19 5. Section 3123 23 -Borrow 20 6. Section 31 24 00-Embankments 21 7. Section 32 13 20-Concrete Sidewalks, Driveways and Barrier Free Ramps 22 8. Section 33 46 00-Subdrainage 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 , Faeo 26 a- #Ieasl e e 27 4) for.this item shall be by the squafe feet of the f0efit sw4es,F1 28 fiho wall 29 b-. Dent 30 31 "4.40011 be paid &r-at dhe--lmit 32 ' 33 . 34 4) R—weavation in-h--aeke-f-Retaining Walls 35 3} 36 3} Leveling pads affd 69pings 37 4) FuFaishing,plaeiag, 38 3} , 39 pipe,joint , 40 when equired 41 6} , 42 Spe8448d CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 323213-2 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 2 of 6 1 a} Sidewalk adjaemt to Retain4fig Wall per-Seetion 12 13 :10 2 , 4 Sidewalw- 3 a- 4 4} fev thil; Item shall be by the sqHafe &@t of eeffiPleted 5 6 . 7 b- P"OfA 8 4} r 9 » 10 , 11 12 s- The Pfiee bid shall ineirde- 13 4-) 14 -} 15 3. TxDOT Standard--Spread Footing Walls 16 a. Measurement 17 1) Measurement for this Item shall be by the square foot of the front surface of 18 the wall.Unless otherwise shown on the Drawings, measure area from 19 finished ground line(as compliant with the plans/cross sections) on the 20 face of the exterior wall to the top of the wall including any coping required 21 (not including railing). 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"will be paid for at the-ui i 25 s follows: 26 a) 3232.0201 TxDOT Std Ret Wall-RW 1 (L)A—per square foot. 27 c. The price bid shall include: '- 28 1) Excavation in back of Retaining Walls 29 2) Furnishing and placing footings 30 3) Leveling pads and copings 31 4) Furnishing, placing,and compacting backfill(except in embankment areas) 32 5) Furnishing and placing concrete,reinforcing steel,waterproofing material, 33 filter material and drain pipe,joint material,water stop,and filter fabric �. 34 when required 35 6) Fabricating,curing, and finishing wall including special coatings when 36 specified 37 1.3 REFERENCES 38 A. Definitions. 39 1. Permanent Wall- Retaining wall with a design service life of 75 years. All walls 40 are presumed to be permanent walls unless otherwise specified in the Drawings. 41 B. Reference standards cited in this specification refer to the current reference standard y 42 published at the time of the latest revision date logged at the end of this specification, 43 unless a date is specifically cited. 44 1. ASTM International(ASTM): v. 45 a. D4491, Standard Test Methods for Water Permeability of Geotextiles by 46 Permittivity 47 b. D4533, Standard Test Method for Trapezoid Tearing Strength of Geotextiles CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 3232 13-3 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 3 of 6 1 c. D4632, Standard Test Method for Grab Breaking Load and Elongation of 2 Geotextiles 3 d. D4751, Standard Test Method for Determining Apparent Opening Size of a 4 Geotextile 5 2. Texas Department of Transportation(TXDOT), Standard Specifications for 6 Construction and Maintenance of Highways and Bridges: 7 a. 110, Excavation 8 b. 132, Embankment { 9 c. 400, Excavation and Backfill for Structures 10 d. 420,Concrete Structures 11 e. 421,Hydraulic Cement Concrete .. 12 f. 423,Retaining Walls 13 g. 440,Reinforcing Steel 14 h. 445,Galvanizing 15 i. 458, Waterproofing Membranes for Structures 16 j. 556,Pipe Underdrains 17 3. TxDOT Standard—Spread Footing Walls 18 a. RW 1 (L)A—Low Footing Pressure,Design A Retaining Walls 19 b. RW 1 (L)B—Low Footing Pressure,Design B Retaining Walls 20 c. RW 1 (L)C—Low Footing Pressure, Design C Retaining Walls 21 d. RW 1 (H)A—High Footing Pressure,Design A Retaining Walls 22 e. RW 1 (H) B—High Footing Pressure, Design B Retaining Walls 23 f. RW 1 (H)C—High Footing Pressure, Design C Retaining Walls 24 g. RW 2—Retaining Wall Miscellaneous Details Y 25 4. Texas Department of Transportation(TXDOT), Manual of Testing Procedures: 26 a. Tex-616-J, Construction Fabrics 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. See Section 03 30 00. 30 1.6 ACTION SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE 34 A. See Section 03 30 00. 35 1.10 DELIVERY, STORAGE,AND HANDLING 36 A. See Section 03 30 00. 37 1.11 SITE CONDITIONS 38 A. Ambient Conditions: See Section 03 30 00. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 3232 13-4 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 4 of 6 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Concrete and Reinforcing Steel 6 4- Ceaemte Retaining 7 ;} . 8 2. TxDOT Standard—Spread Footing Walls 9 a. 420,Concrete Structures 10 b. 421, Hydraulic Cement Concrete 11 c. 440,Reinforcing Steel 12 d. 445,Galvanizing 13 e. 458,Waterproofing Membranes for Structures 14 B. Backfill 15 4- Genefete Retaining Wall A4th Sidewalk 16 ;} ae,.+:,... 2I :Z2 22 17 2. TxDOT Standard--Spread Footing Walls 4 18 a. 132, Embankments 19 I3;;derAvaim; 20 4- Geneftte Retaining Wall with Sidewalk 21 22 .2- 23 ,Pipe Uad@Fdmins 24 D. Filter Fabric 25 1. General 26 a. Provide standard weight fabric for retaining walls and soil separation. 27 b. Provide filter fabric rated as UV-resistant when used as part of the exposed 28 facing for a temporary wall. 29 c. The fabric consists exclusively of manmade thermoplastic fibers, is a non- 30 woven geotextile fabric,and forms a mat of uniform quality. 31 d. Fabric fibers are continuous and random throughout the fabric. 32 e. The fabric is mildew resistant and rot-proof, and it is satisfactory for use in a 33 wet soil and aggregate environment. 34 2. Physical Requirements: The fabric must conform to the requirements listed in Table 35 1 when tested in accordance with the test methods specified. 36 37 Table 1 38 Filter Fabric Requirements 39 Physical Properties Test Method Value Fabric Weight, on an ambient Tex-6164 4 oz/yard temperature air-dried,tension free sample Permittivity, 1/sec ASTM D4491 1.0, min CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 3232 13-5 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 5 of 6 Tensile Strength, lbs ASTM D4632 100 lbs Apparent Opening Size ASTM D4751 70-100 Elongation at yield,percent ASTM D4632 20-100 Trapezoidal Tear, lbs ASTM D4533 35 lbs 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] n 7 3.4 INSTALLATION 8 A. Construct retaining walls in accordance with the Drawings and to the pertinent 9 requirements of the following Sections: 10 1. Concrete Retaining Wall with Sidewalk 11 a. Section 03 30 00 12 b. Section 3123 16 13 c. Section 3123 23 14 d. Section 31 24 00 15 e. Section 33 46 00 16 2. TxDOT Standard—Spread Footing Walls 17 a. 110, Excavation 18 b. 132, Embankment 19 c. 400, Excavation and Backfill for Structures 20 d. 423,Retaining Walls 21 e. 420, Concrete Structures - 22 f. 458,Water proofing Membranes for Structures 23 g. 556, Pipe Underdrains 24 3.5 REPAIR y 25 A. See Section 03 30 00. 26 3.6 RE-INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. See Section 03 30 00. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 *. Revised December 20,2012 323213-6 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 6 of 6 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—Payment Item for concrete retaining wall with sidewalk was broken into two Items:one for the face of wall and one for the sidewalk. 9 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 SECTION 32 84 00 - PLANTING IRRIGATION PART 1- GENERAL 1.1 SCOPE: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Divisions 00 and 01 Specification Sections, apply in this Section. B. Related Work Specified Elsewhere: 1. Planting: Section 32 90 00. 2. Cast-In-Place Concrete: Section 03 31 00. 1.2 QUALITY ASSURANCE: The following Codes, Regulations, Reference Standards, and Specifications apply to work included in this section: ASTM: D2241, D2464, D2466, D2564, and D855. A. The system shall be installed by a qualified Licensed Irrigator having prior experience in the installation of irrigation systems and shall be under the direction of the daily supervision of an Irrigator who has a minimum of five (5) years experience installing irrigation systems of comparable size and nature. B. The Contractor shall provide a minimum of three (3) references, listing the Project name, project location, Owner's name, address and telephone with the bid submittal. 1.3 WARRANTY AND MAINTENANCE: A. The Contractor shall warranty material and workmanship for one year after final acceptance including repair and replacement of defective materials, workmanship, and repair of backfill settlement. B. Maintenance during warranty shall include, but not necessarily be limited to, the following: 1. Adjustment of sprinkler height and plumb to compensate for settlement and/or plant growth. f 2. Backfilling of all trenches. 3. Adjustment of head coverage (arc of spray) as necessary. 4. Unstopping heads plugged by foreign material. 5. Adjustment of controller as necessary to insure proper sequence and watering time. 6. All maintenance necessary to keep the system in good operating order. Repair of damage caused by vandals, other contractors or weather conditions shall be considered extra to these specifications. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 1 C. Warranty and maintenance after final acceptance does not include alterations as necessitated by re-landscaping, re-grading, addition of trees or the addition, and/or changes in sidewalks, walls, driveways, etc. 1.4 SUBMITTALS: A. The Contractor shall submit shop drawings or manufacturer's "cut sheet" for each type of sprinkler head, pipe, controller, valves, check valve assemblies, valve boxes, wire, conduit, fittings, and all other types of fixtures and equipment which he proposes to install on the job. The Submittals shall include the manufacturer's name, model number, equipment capacity, and manufacturer's installation recommendation, if applicable, for each proposed item. B. No partial submittals will be accepted and submittals shall be neatly bound into a brochure and logically organized. After the Submittals have been approved, substitutions will not be allowed except by written consent of the authorized representative for the City of Fort Worth. C. Shop drawings shall include dimensions, elevations, construction, details, arrangements, and capacity of equipment, as well as manufacturer's installation recommendations. 1.5 "APPROVED EQUAL" SUBSTITUTIONS: Several items in this section and on the plans are specified by a manufacturer's brand name and catalog number, followed by the phrase "or approved equal". This is not intended to unduly restrict competitive procurement or bidding, but is done to assure a minimum standard of quality that is believed to be best for the item specified. 1.6 CODES/PERMITS: A. All work under this section shall comply with the provisions of these Specifications, as illustrated on the accompanying drawings, or as directed by the City of Fort Worth representative and shall satisfy all applicable local codes, ordinances, or regulations of the governing bodies and all authorities having jurisdiction over this Project. B. Installation of equipment and materials shall be done in accordance with requirements of the National Electrical Code, City of Fort Worth's Plumbing Code, and standard plumbing procedures. The drawings and these Specifications are intended to comply with all the necessary rules and regulations; however, some discrepancies may occur, the Contractor shall immediately notify Architect in writing of the discrepancies and apply for an interpretation. Should the discovery and notification occur after the execution of a contract, any additional work required for compliance with the regulations shall be paid for as covered by these Contract documents. C. The Contractor shall give all necessary notices, obtain all permits, and pay all costs in connection with his work; file with all governmental departments having jurisdiction; obtain all required certificates of inspection for his work. D. The Contractor shall include in the work any labor, materials, services, apparatus, or drawings in order to comply with all applicable laws, ordinances, rules, and regulations whether or not shown on the drawings and/or specified. E. The installation of the irrigation system shall be made by an individual or firm duly licensed under Article No. 8751 VTCS, Titled "Licensed Irrigators Act", S.B. No. 259 as passed by the 66thTexas Legislature. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 2 F. The misplacement, addition or omission of any letter word or punctuation mark or drawing symbol is not to damage the true spirit, intent or meaning of these plans and specifications 1.7 UTILITIES - LOCATION AND ELEVATIONS: A. Locations and elevations of various utilities included with the scope of this work have been obtained from the most reliable sources available and should serve as a general guide without guarantee to accuracy. The Contractor shall examine the Site and verify to his own satisfaction the locations and elevation of all utilities and availability of utilities and services required. The Contractor shall inform himself as to their relation to the work and the submission of bids shall be deemed as evidence thereof. The Contractor shall repair at his own expense, and to the satisfaction of the City of Fort Worth representative, for damage to any utility shown or not shown on the plans. B. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify the Architect representative for instructions as to further action. C. Contractor shall make necessary adjustments in the layout as may be required to connect to existing stub-outs, should such stub- outs not be located exactly as shown and as may be required to work around existing work, at no increase in cost to the Owner. All such work will be recorded on record drawings and turned over to the Engineer's representative prior to final acceptance. 1.8 RECORD DRAWINGS: A. Record dimensioned locations and depths for each of the following: 1. Point of connection. 2. Sprinkler pressure line routing (provide dimensions for each 100 lineal feet (maximum) along each routing, and for each change in directions). 3. Gate valves. 4. Sprinkler control valves (buried only). 5. Control wire routing. B. Locate all dimensions from two permanent points (buildings, monuments, sidewalks, curbs, or pavements). C. Record all changes, which are made from the Contract drawings, including changes in the pressure and non-pressure lines. D. Record all required information on a set of back-line prints of the Contract drawings. r Do not use these prints for any other purpose. E. Maintain information daily. Keep Contract drawings at the Worksite at all times and available for review by the other related items as may be directed by the Engineer or representative. F. Refer to Section 01-77-00, "Closeout Procedure" for closeout and required record documents. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 3 G. Reproducible mylars will be furnished by the Contractor's representative at cost for printing and handling. 1.9 CONTROLLER CHARTS: A. Do not prepare charts until record drawings have been approved by the Engineer. B. Provide one controller chart for each automatic controller installed. 1. Chart may be a reproduction of the record drawing, if the scale permits fitting T the controller door. If photo reduction prints are required, keep reduction to maximum size possible to retain full legibility. 2. Chart shall be back-line print of the actual system, showing the area covered by that controller. C. Identify the area of coverage of each remote control valve, using a distinctly different pastel color, drawn over the entire area of coverage. D. Following approval of charts by the Contractor's representative, they shall be a hermetically sealed between two layers of 20 mil. thick plastic sheet. E. Charts must be completed and approved prior to final acceptance of the irrigation system. 1.10 OPERATING AND MAINTENANCE MANUALS: A. Provide individual bound manuals detailing operating and maintenance requirements for irrigation systems. B. Manuals shall be delivered to the Engineer representative no later than 10 days prior to completion of work. C. Provide descriptions of all installed materials and systems in sufficient detail to permit maintenance personnel to understand, operate, and maintain the equipment. D. Provide the following in each manual: 1. Index sheet, stating Irrigation Contractor's name, address, telephone number, and name of person to contact. 2. Duration of guarantee period. 3. Equipment list providing the following for each item: a. Manufacturer's name. b. Make and model number. C. Name and address of local manufacturer's representative. d. Spare parts list in detail. e. Detailed operating and maintenance instructions of major equipment. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 4 1.11 CHECKLIST: A. Provide a signed and dated checklist, and deliver to the Engineer's representative prior to final acceptance of the work. B. Use the following format: 1. Plumbing permits: if none required, so note. 2. Material approvals: approved by and date. 3. Pressure line tests: by whom and date. 4. Record Drawings: received by and date. 5. Controller charts: received by and date. 6. Materials furnished: received by and date. n 7. Operation and maintenance manuals: received by and date. 8. System and equipment operation instructions: received by and date. 9. Manufacturer's warranties if required: received by and date. 10. Written guarantee: received by and date. 11. Lowering of heads in lawn areas: if incomplete, so state. 1.12 ELECTRIC POWER: (Not include in This Contract) Electric power to operate the controller shall be furnished by the Contractor unless otherwise noted on the plans. Service wiring to the controller cabinet shall be furnished by the Contractor. 1.13 WATER FOR TESTING: Unless noted otherwise on the plans or elsewhere, furnish all water necessary for testing, flushing, and jetting. 1.14 SLEEVES AND ELECTRICAL CONDUITS: Sleeves and electrical conduits have been installed as noted on the drawings. Contractors shall be responsible for locating all sleeves and conduits at no additional cost to the Authority. PART 2 - PRODUCTS 2.1 GENERAL: Unless otherwise noted on the plans, all materials shall be new and unused. The irrigation equipment catalog numbers used for reference in these Specifications are to establish minimum quality standards and may be substituted with an "approved equal" as outlined in Paragraph 1.6 of this section. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 5 2.2 POLYVINYL CHLORIDE PIPE (PVC PIPE): PVC pipe manufactured in accordance with ASTM Standards noted herein. A. Marking and Identification: PVC pipe shall be continuously and permanently marked with following information: Manufacturer's name, size, type of pipe, and material, SDR number, Product Standard number, and the NSF (National Sanitation Foundation) Seal. B. PVC pipefittings: Shall be of the same material as the PVC pipe specified and compatible with PVC pipe furnished. Solvent weld type shall be Schedule 40. C. PVC Pipe: Shall be Class 200 solvent weld, SDR-21, PS 22-70 for all sizes 3/4" - 2". All %z" pipe shall be solvent weld SDR- 13.5, Class 315. 3" and larger pipe shall utilize belled ends or belled couplings using rubber gaskets in 20 foot laying lengths. Pipe sized less than 3" may be solvent welded. D. Flexible PVC Risers (Nipples): All flexible PVC nipples shall be made from virgin PVC material, and shall comply with ASTM D2287, shall be tested at 200 P.S.I. static pressure for 2 hours and have a quick burst rating of a minimum 400 P.S.I. Flexible PVC pipe nipples shall be factory assembled only. 2.3 SWING JOINTS: Swing joints shall be O-ring seal type. 2.4 WIRE AND SPLICES: A. All wire shall be single strand solid copper, minimum 14 gauge with type OF insulation that is Underwriters Laboratory approved for direct underground burial when used in a National Electrical Code Class II Circuit (30 volts AC or less) as per Articles 725 and 300. Voltage drop shall be taken into consideration. - B. All wire shall be color coded so that the common wire shall have white insulation and the signal wires shall have red insulation. C. All wire connectors shall have a two-piece PVC housing that, when filled with resin epoxy and pressed together, forms a permanent, one-piece, moisture-proof wire splice. Splices at control valves shall be left exposed in valve boxes. No splices will be allowed in the common wire except within 18 inches of a control valve. D. All connectors shall be UL listed, rated 600 volt, for PVC insulated wire. No wire splices shall be buried. 2.5 QUICK COUPLING VALVES: A. Quick coupling valves shall be composed of a bronze cast body with a weighted metal cover. B. The valve shall accept a single lug 1 inch bronze valve key for operation. C. Provide one (1) Hunter HQ-44RC Series quick coupler, or an approved equal and one (1) No. 10 hose swivel ell for each quick coupling valve shown on the plans. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 6 2.6 GATE VALVES: A. Gate valves 3" and larger shall be M & H Model 4067, resilient seated w/2" operator nut or an approved equal and have bell or spigot ends, flanges or other joints as required for the piping in which they are installed. All gate valves shall be manufactured of Class D cast iron or brass conforming to the AWWA Standard C- 509, or to Federal Specification WW-V-58, Class Gate valves shall be designed for a minimum water working pressure of 150 psi. Gate valves shall have a clear waterway equal to the full nominal diameter of the valve and shall be opened by turning counterclockwise. B. Valves 2-1/2 inches and smaller shall be NIBCO T-1 13 all bronze gate valve or an approved equal; and shall conform to Federal Specification MSS- 5P80. 2.7 VALVE BOXES: A. A box shall be provided for all automatic control valves, quick couplers and gate valves. B. Valve boxes in planted areas for gate valves and automatic control valves shall be T cycolac plastic 10" dia. adjustable height boxes. Valve boxes in planted areas for quick couplers shall be cycolac plastic 6" dia. adjustable height boxes. All valve boxes shall utilize locking covers. Valve boxes shall be manufactured by Amour Corp. or an approved equal. C. Valve boxes installed in paved areas for valves, quick couplers and double check valve assemblies shall be precast concrete, Brooks or an approved equal, and size as per City Of Fort Worth's Plumbing specifications. Covers shall be cast iron, locking. D. Extension sections will be used as appropriate to the depth of piping. E. All valve box covers shall bolt down or have locking mechanisms and shall be colored green or black or as selected by the Engineer'. 2.8 SPRINKLER HEADS: STREAM ROTOR HEADS: ADJUSTABLE ARC, ADJUSTABLE RADIUS, MATCHED PRECIPITATION RATE, MULTI-STREAM, MULTI-TRAJECTORY, ROTATING STREAM SPRINKLER A. MP Rotator Sprinklers The sprinkler shall be of the viscous fluid brake rotary type and be a multi-stream, multi- trajectory rotating stream sprinkler. In full or part circle mode the sprinkler shall be capable of covering a 10 foot —27 foot radius at 30 psi to 45 psi pressure range with an equivalent full circle discharge rate of 0.54 to 3.15 gpm. Side Strip sprinklers shall be capable or irrigating a rectangular area of 5 feet x 30 feet at 30 psi. Left strip and right strip sprinklers shall be capable or irrigating a rectangular area of 5 feet x 15 feet at 30 psi. The sprinkler shall produce and maintain a matched precipitation rate no greater than 0.6" per hour throughout the arc adjustment range and radius adjustment range, (up to 25% of radius reduction), when spaced at 50% of wetted diameter. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 7 The part circle sprinkler shall have an infinitely adjustable arc from 45° to 1050, 900 to 2100 or between 2100 to 2700 depending on the model selected. The full circle sprinkler shall irrigate a full 360°. The 450 to 1050 model shall not require coverage from adjacent sprinklers closer then 3' from the head. Full or part circle sprinklers shall be capable of up to 25% radius reduction using a stainless steel radius adjustment screw. The radius reduction screw shall have a slip clutch mechanism to prevent internal damage if turned past the minimum or maximum radius settings. The radius reduction screw shall reduce the pressure and flow upstream of the adjustable orifice thereby maintaining stream integrity. Part circle sprinklers shall have arc adjustment capabilities using a stainless steel ring. The adjustment ring shall be effective only while the sprinkler is popped up and shall be ineffective while the sprinkler is popped down. When turned past the minimum or maximum arc limits the adjustment mechanism shall have a slip clutch action to prevent internal damage. { This same slip clutch action shall allow the orientation of the fixed edge of the variable arc when installed on a fixed riser or in a popup body. This is independent of and in addition to any ratchet that may exist in a popup body. The sprinkler itself shall popup at approximately 15 psi of water pressure. Upon cessation of water pressure, the sprinkler itself shall retract. When installed in a popup body the -- sprinkler itself shall pop-up after the popup of the body stem has begun. Upon decreasing pressure the sprinkler itself shall pop-down before the pop-down of the body stem is complete. The sprinklers adjustable orifice shall be manufactured from polyurethane and acetyl plastic materials for durability. The sprinkler shall be fitted with a detachable filter. Sprinkler Assembly models MP Corner, MP Side Strip, MP Left Strip, MP Right Strip, MP1000, MP2000 & MP3000 shall be able to be installed in popup bodies having a 5/8- 27 UNS male threaded stem, at all common popup heights. Sprinkler Assembly shall also be able to be attached to a 1/2 FIPT x 5/8-27 UNS male-threaded adapter for use on _ fixed pipe risers. Models MP Corner T, MP Side Strip T, MP Left Strip T, MP Right Strip T, MP1000T, MP2000T & MP3000T shall be able to be installed in popup spray head bodies having a 5/8-28 UNS female threaded stem, at all common popup heights. Sprinkler Assembly shall also be able to be attached to a 1/2 FIPT x 5/8-28 UNS female threaded adapter for use on fixed pipe risers. The sprinkler shall be as manufactured by Hunter Industries, Inc, San Marcos, CA, or an approved equal. B. HUNTER INSTITUTIONAL SPRAY SPRINKLER: INSTITUTIONAL SERIES SPRAY SPRINKLER The sprinkler shall be capable of covering a 7 to 19 foot radius at 15 to 100 PSI, with a full circle discharge rate of 0.17 to 5.92 GPM. The sprinkler shall be available with a 4-, 6-, or 12-inch (10-, 15-, or 30-cm) pop-up stroke, depending on the body specified, to bring the nozzle into a clean environment. The sprinkler shall have the option of either a factory-installed or field-installed drain check valve capable of checking up to 10 feet in elevation change. When specified as factory-installed, the sprinkler shall have the words "CHECK VALVE" stamped in white lettering on the body cap. The 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 8 sprinkler shall have available an optional, snap-on cap, molded in purple alcryn rubber, or a replacement body cap, molded in purple to indicate the use of reclaimed water. The sprinkler shall have a standard pressure-regulating device as an integral part of the pop-up riser. This regulator will prevent fogging or misting of the nozzle spray pattern by maintaining a constant nozzle outlet pressure of 30 PSI with inlet pressures of up to 100 PSI, regardless of the nozzle installed. The body of the sprinkler shall be constructed of corrosion and UV-resistant, heavy-duty A.B.S. The riser of the sprinkler shall be constructed of abrasion and UV-resistant A.B.S. and shall be adjustable for pattern alignment. The riser shall be compatible with female threaded nozzles and shall have a stainless steel spring for positive retraction when irrigation is complete. The sprinkler shall have a pressure-activated, multi-function, UV stable wiper seal that will clean debris from the pop-up stem while it retracts. This seal shall prevent the sprinkler from sticking in the up position and be capable of sealing the sprinkler riser stem to the sprinkler cap under normal operating pressures. The seal shall be removable from the cap for easy service and shall be replaceable. The sprinkler shall have a factory-installed, removable flush cap with a pull-up tab that shall prevent debris from entering the sprinkler during installation and allow the system to be flushed before installing the nozzle. The flush cap shall have a directional flushing action that allows the water to escape only in one direction. The flush cap shall open as the stem extends and completely close when the stem is in the retracted position. The sprinkler shall have an exposed surface diameter after installation of 2-1/4 inches. The - sprinkler shall have a 1/2-inch Female National Pipe Thread (FNPT) bottom inlet. In addition, the 6-inch and 12-inch sprinklers shall be equipped with a standard 1/2-inch FNPT side inlet. The sprinkler shall carry a five-year, exchange warranty (not prorated). The sprinkler shall be manufactured by Hunter Industries Incorporated, San Marcos, California. 2.9 TREE IRRIGATION: HUNTER PCB-PRESSURE COMPENSATING BUBBLERS Refer to and irrigations plans and details. The pressure compensating bubbler shall have a full circle discharge rate of 0.25 to 2.0 GPM at 30 PSI. The bubbler shall be constructed of corrosion and UV-resistant plastic, with an integral elastomeric flow bushing for maintaining a constant flow rate over the operating pressure range of 20 to 90 PSI. Y The bubbler shall be compatible with a plastic filter screen to protect the nozzle from debris in the water. The PCB version shall have a '/z-inch Female National Pipe Thread (FNPT) inlet for connection to a %z-inch male threaded riser. The PCN version shall have standard female threads that are compatible with the threaded riser on Hunter spray heads as well as some other manufacturer's spray heads. The nozzle shall carry a two-year, exchange warranty (not prorated). The bubbler shall be manufactured for Hunter Industries Incorporated, San Marcos, California. 2.10 ELECTRIC REMOTE CONTROL VALVES: INSTITUTIONAL SERIES ELECTRIC REMOTE-CONTROL VALVE The valve shall be a normally closed, electronically-actuated, diaphragm-operated, remote- control valve. The valve will be capable of operating Between 20 and 220 PSI with a flow range of between 0.10 and 300 GPM. Pressure loss shall be -1.0 to 16.0 PSI maximum at .10 to 150 GPM. The valve shall be available in a globe configuration with 1-1-1/2- or 2-inch Female National Pipe Thread (FNPT) inlet and outlet. When specified, the valve shall be configured with British 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 9 Standard Pipe threads. The valve shall be equipped with a flow control mechanism with removable handle that will regulate flow from full on to completely off. The body and bonnet shall be molded of non-corrodible, glass-reinforced nylon, rated to 220 PSI. The body of the valve shall have brass inserts, with through-holes, which will accept the bonnet bolts. The bonnet bolts shall be serviceable with a slotted screwdriver, Phillips screwdriver, or a hex wrench, and shall be held captive in the bonnet when the bonnet is removed from the valve body. The diaphragm assembly shall be of molded construction, reinforced with nylon fabric and have a thermoplastic elastomer seating material. The valve shall be equipped with an internal filter as well as a self-cleaning metering rod, so only clean water can enter the solenoid chamber. An optional filter cleaning system, that cleans a stainless steel filter each time the valve opens and closes, shall be available. All metal parts internal to the valve shall be manufactured from corrosion-resistant stainless steel. The valve shall be available with an optional adjustable pressure regulating device with a calibrated dial for setting of the outlet pressure. (The regulator shall be capable of adjusting the outlet pressure from between 20 and 100 PSI when inlet pressure is 15 PSI or greater than regulated outlet pressure.) The regulated downstream pressure shall remain constant regardless of variations in upstream pressure. The regulation shall be maintained when valve is manually operated with use of internal bleed valve. The regulator should be capable of regulating upstream pressures from 35 psi to 220 psi. The standard solenoid shall be a 24 VAC unit with a 370mA inrush current and 190mA holding current at 60 cycles and a 475 mA inrush current and 230 mA holding current at 50 cycles. When specified, the unit shall be equipped with a DC latching solenoid for use with battery-operated controllers. The solenoid shall be an encapsulated, one-piece unit with captive plunger. It shall be equipped with manual internal bleed capability to release the upper chamber water to the downstream piping, allowing the valve to open. The valve shall carry a five-year, exchange warranty (not prorated). The valve shall be manufactured by Hunter Industries Incorporated, San Marcos, California, or an approved equal. 2.11 ELECTRIC CONTROLLER (INCLUDED FOR INFORMATION ONLY, NOT IN THIS CONTRACT): 1. ACC and ACC Decoder Specifications The automatic irrigation controllers shall be of an advanced commercial design, with a large, backlit, 8 line by 20 character display, and user-friendly dial-and-button type programming. The controller shall have a removable facepack (containing the user interface and all program memory), which can be easily removed without tools for programming and diagnostics outside the controller enclosure. The controller facepack shall have non-volatile memory, with 9 VDC battery power to enable programming when removed from the enclosure. The controller interface shall have an Info button to provide text help instructions for each dial position. The controller shall also have two independently programmable Pump/Master Valve outputs, which may be configured as either Normally Open or Normally Closed. Pump/Master Valve activation combinations shall be programmable by station; each station may have one, two, both, or neither P/MV output configured whenever the station is activated for any reason. Each Pump/Master Valve output shall have a capacity of .325 A @24VAC. The controller shall have an internal 120/230 VAC transformer of at least 120 volt-amp capacity, and shall have sufficient output capacity (4A @ 24V secondary) to operate up to 14 standard 24 VAC solenoids (12 solenoids plus 2 Pump/Master Valve outputs) simultaneously. For primary electrical wire sizing assume 2-amp max in 120V installations, 1 amp max in 230V installations. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 10 28400 - 10 The controller shall have a self-diagnostic circuit breaker to prevent harmful overloads due to field wiring. The controller shall have a replaceable fuse, 6x20mm, 2A, 250V fast blow, and shall be supplied with one spare fuse. The irrigation controllers shall have 6 automatic programs with 10 automatic start times, each. Start Times shall be set in one-minute increments, and may be set in 24-hour clock or AM/PM time formats. Each program and station may be uniquely named with alphanumeric characters. Automatic programs shall be individually configurable for Overlapping, Stacked, or programmable SmartStacked operation (including SSG/SmartStack operation if this feature is used). SmartStack operation shall permit the operator to specify the number of programs permitted to overlap before Stacking commences. Automatic programs shall have programmable water day schedules with optional Day of Week, Interval Day (1 to 31 days), or Odd or Even days, by program. Automatic programs shall have user-programmed Non-Water windows to except certain time windows from watering, regardless of the water day schedule. Automatic programs shall also permit the designation of non-water days, even when Odd/Even or Interval Day patterns have been set. Non-water window violations shall be detected and the operator shall be warned when programming irrigation into non-water windows. If the program changes are kept despite the warning, the irrigation shall automatically stop when the non-water window is reached. The controller shall permit run times per station start of between 1 second and 6 hours, in one- second increments. Automatic irrigation shall be capable of Cycle and Soak programming, by station, to minimize runoff. The controller shall also offer programmable delay between stations of up to 6 hours in one-second increments. The controller shall have a programmable Rain Shutdown delay of up to 31 days. Individual programs, or the entire controller, may be adjusted with Season Adjust from 0 to 300% in one percent increments. The controllers shall have 4 additional Custom Manual programs for specialty applications that allow any stations to run in any order, with programmable pauses between stations. Custom Manual programs shall not run automatically but can be started by the operator at any time from the dial controls. The controller shall have a Quick Check test program, permitting all stations to run sequentially for a user-entered period of time, programmable in one-second increments up to 10 minutes each, for system startup and diagnostics. The controller shall also save an Easy Retrieve Program, which stores all original programming settings. The installing contractor shall be able to restore the system to this saved state at any - time after initial installation. The stored Easy Retrieve settings may also be updated at any time by the contractor. The controller shall save and display programmable contact information for the manufacturer, and shall be reprogrammable in the field to display the contact information for the installing or maintaining contractor, to assist future operators in obtaining assistance with the controller. The controller shall have a one-button manual station advance in Test mode for quick diagnostics checks. r The controllers shall permit stations to be grouped into Simultaneous Station Groups (SSG) for simultaneous activation and programming, in clusters of 2 to 4 stations. SSGs shall be used to reduce programming time, and to consolidate irrigation times when flow and pressure permit. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 11 28400 - 11 SSGs shall be included in automatic programs with a single run time, in the same fashion as individual stations, but representing the electronic group of similar stations. SSGs may also be assigned alphanumeric names. The controller shall permit connection of up to 4 switch closure sensors, with programmable response to each sensor, by program. Sensor response may consist of a) Suspend, wherein the controller ceases irrigation, but continues counting "irrigation time" so that it resumes where it should be with no violation of the end of the water window, or b) Pause, wherein the program ceases irrigation but will resume where it left off at time of the Pause input. Each program may respond to each sensor regardless of other programs' status or responses. The controller shall permit connection of a true flow meter which connects via the master power module of the controller (or via the two-wire path in two-wire decoder configurations), and which is calibrated by the operator for the pipe diameter in which it is installed. The flow meter shall measure actual flow in gallons or litres. The controller shall have a learning mode in which the controller operates each single station for a short period, learns the actual flow for each station, and stores the information internally by station. When the learned flow is exceeded during normal operations the controller shall record a flow alarm event, cease irrigating the station or stations contributing to the high or low flow readings, and resume irrigation with any stations, which do not cause alarms. The controller shall have the ability to determine high or low flow conditions when multiple stations are operating, and shall perform diagnostics to identify stations, which contribute to the problem flow. Allowable limits and duration of incorrect flow shall be preset, but reprogrammable by the operator for unique local conditions. The flow meter shall be a Hunter Industries HFS in an appropriately sized FCT fitting. It shall also be possible to except certain stations from flow monitoring, for non-irrigation devices. 2 Conventional Station Outputs The basic controller shall have a minimum of 12 stations in two modular outputs of six stations each, and shall expand at any time in modular increments of six stations to a maximum capacity of 42 stations. The controller shall be packaged in a powder-coated metal wall-mount enclosure, with an optional powder-coated steel pedestal mount. The controller shall also be available in a pre- assembled plastic pedestal enclosure. All enclosures shall be suitable for outdoor installation. Each station output shall have a capacity of up to .56 A @ 24VAC. Station expansion shall be affected via 6-station modules requiring no tools to install, and only a screwdriver to attach field wiring. All station output modules shall feature transparent plastic housings with colored indicator LEDs showing station status (OK, Running, Faulted). Station output modules shall be furnished with built in, fully encased Metal Oxide Varistor (MOV) surge protection components. Extreme Service (AGM600) output modules shall be furnished with fully encased heavy-duty surge protection, consisting of spark gap and induction coil _ protection on each output. Earth grounding shall be connected via a factory supplied copper ground lug inside the controller, for connection to earth ground hardware via 6 AWG (4mm dia.) copper wire (see ASIC Earth Grounding Guideline 100-2002 for details of earth grounding irrigation control systems available online at www.asic.org). Ground wire shall be extended underground, at right angles to any communications wiring, to approved direct burial earth grounding hardware at least 6 ft./2m from the controller location. Earth Ground shall be have an impedance of 10 Ohms or less, or shall meet the standards of the Earth Grounding Guideline cited above. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 12 28400 - 12 The controllers shall be equipped with an integrated, pre-wired SmartPort input to permit connection of wireless remote controls and other devices as specified by the manufacturer. Wireless remote control shall permit individual start of individual stations and Programs, and shall also enable remote shut down of all irrigation at the controller. The controller shall be adaptable to compatible computerized central control systems through an optional communications module, with a selection of common communications media including hardwired cable, UHF radio, dial-up modem, and cellular telephone. When configured for operation within a central system, the controller shall feature full two-way communications with the central computer. The compatible control system shall be Hunter Industries Model IMMS 2.0 Irrigation Management and Monitoring System. The controller shall be installed in accordance with the manufacturer's published instructions. The controller shall carry a conditional five-year exchange warranty. The automatic controller(s) shall be the ACC series controller as manufactured for Hunter Industries Incorporated, San Marcos, California. The controller shall be UL and c-UL listed. The controller shall be CE and C-tick approved and shall have WEEE recyclability markings as required. The wall mount controller shall be model ACC-1200. The optional steel pedestal shall be model ACC-PED and the controller cabinet shall be installed on the pedestal according to the manufacturer's instructions. The plastic pedestal configuration shall be model ACC-1200PP. Station expansion modules (6 stations each) shall be Hunter Model ACM-600. _ Compatible Flow Meter shall be Hunter Industries Model HFS, with appropriately sized FCT fitting for the pipe. The wireless remote control shall be Hunter Industries Model ICR, or an approved equal. 3 Additional specifications, ACC99D The ACC controller shall be capable of two-wire decoder control of up to 99 stations via a plug-in decoder output module. The decoder output module shall be field-installable without tools, and only a screwdriver to make the two-wire path connections. The decoder output module shall in no way reduce the range of features or programming capabilities of the standard ACC controller. The decoder output capability shall be compatible with any of the enclosure configurations (steel wall, metal pedestal, plastic pedestal) available for the ACC controller. The decoder output module shall have an intrinsic capability of up to 99 stations, and shall occupy 3 modular expansion slots inside the ACC controller cabinet The decoder output module shall have 6 two-wire output paths to the field. The decoders may be wired in sequence over any combination of the two-wire paths, including all 99 on a single two-wire path. Each path may extend up to 10,000 ft. to the end of the wire run over 14 AWG wire, or 15,000 ft. over 12 AWG wire. The wire paths shall be twisted pair, solid-core, color-coded red/blue pairs with each conductor in a polyethylene jacket suitable for direct burial. The two-wire paths shall be Hunter Industries Model IDWIREI for 14 AWG conductors, or Model IDWIRE2 for 12 AWG conductors for extended range (over 10,000 ft. up to 15,000 ft. The two-wire paths may be spliced, or "teed", permitting extensions of the path in multiple directions. In general, the distance from the controller to the end of any one end of a "tee" or 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 13 28400 - 13 wire run shall not exceed the maximum for the gauge of wire, even if the total of all wire exceeds that number. For example, a path comprised of IDWIREI (rated for 10,OOOft. could extend 5000 ft. to a "tee" splice, and each arm of the tee could extend an additional 5000 ft. The total wire connected would equal 15,000 ft. but the distance from the controller, to the end of each run, would be 10,OOOft. or less, meeting the specification. All wire splices must be made in a valve box with DBR-6 or equal direct-burial waterproof connectors. The decoder output module shall be compatible only with Hunter Industries ICD Series decoders, and shall not be connected to any other model or brand of decoder. The decoder output module - shall have a port for programming station addresses directly into each field decoder, and shall not require the use of serial numbers. Each decoder shall have one or more (in the case of multiple output decoders) station addresses programmed at the controller location with the ACC control panel, and the station number(s) shall be noted on the side of the decoder prior to installing in the valve box. Any single-station decoder (ICD-100) output station shall have the optional capability to be designated as a Pump/Master Valve for programming purposes, and the controller's ability to operate two P/MV outputs by station may be divided in any way between direct P/MV connections from the controller's Master Module, and designated in-line decoder outputs. The decoder output module shall feature diagnostic status LEDs indicating line status, faults, active decoders (stations running) and active communications on the two-wire paths. The decoder output module shall use the existing ACC transformer for power output, and shall be capable of running up to 14 solenoids (12 solenoids plus two programmable Pump/Master Valve outputs) simultaneously. The decoder output module shall include heavy-duty spark gap surge suppression as a standard feature, with a rating of not less than 90 Volts. The decoder output module shall require acknowledgement from each decoder when stations ` are activated, and shall permit two-way communications on the wire path. Each decoder shall confirm each station activation, or the controller shall indicate a failure, whenever a station is turned on. All connections in the two-wire paths (outside the controller enclosure) shall be made with 3M DBR-6 waterproof, strain-relieving direct burial connectors, or exact equals. Decoder output to solenoid connections shall be made with 3M DBY waterproof, strain-relieving connectors, or exact equals. No substitution of wire or wire connector specifications is permissible. All connections, tees, and splices shall be positioned in valve boxes for future location and service. Maximum distance from decoder output to solenoid under normal conditions shall be 100 ft. Wire runs between decoder output and solenoid shall be twisted wire when in excess of 20 ft., to assist in surge protection. The powder-coated steel wall mount decoder controller shall be Hunter Industries Model ACC99D. The plastic pedestal controller shall be Hunter Industries Model ACC99DPP. The decoder controller shall be UL and c-UL listed. The controller shall be CE and C-tick approved and shall have WEEE recyclability markings as required. 4 Decoders (Included as part of FTW Admin Parking Lot Irrigation Project): Compatible decoders include only the Hunter ICD Series as described herein. ICD Series decoders are available in four different station output configurations, and shall be selected and 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 14 28400 - 14 placed to minimize the wiring distance from decoder to solenoid. The maximum distance recommended between individual decoder outputs, and the solenoids they are to activate, is 100 ft. Shorter runs between individual decoder outputs and their solenoids reduce susceptibility to lightning damage in all decoder installations. 18 AWG dia. wire or larger shall be used for all decoder-to-solenoid connections. In high lightning areas this wire shall be twisted to maximize surge suppression. Decoders shall be available in one, two, four, or six station decoder units. Each decoder shall have a single pair of red/blue leads for connection to the two-wire path, and a pair of black leads for connection to the first solenoid. Multiple station decoders shall have color-coded outputs for each individual output, which corresponds to the station number of that output. Decoders with multiple station capability shall activate individual outputs, independently of each other color- coded output. Each decoder output shall have sufficient capacity to activate two typical 24VAC irrigation solenoids simultaneously. A "typical" solenoid is assumed to require approximately 400 ma inrush current with approximately 200 ma holding current. The decoders shall have a current draw of 3.5 ma standby and 40 ma per active station. Decoders shall be filled with a waterproof polymer compound to protect all circuitry, but shall be installed in valve boxes (or compatible top service valve-in-head sprinkler compartments) to - facilitate proper connections and service. Each decoder shall include an integrated surge suppression circuit with an exposed, unjacketed ground wire. No additional surge suppression devices shall be required in the two-wire path. The installer shall provide adequate earth ground (not to exceed 10 Ohms, or in compliance with practices as defined in American Society of Irrigation Consultants Earth Grounding Guideline 100-2002, available at www.asic.org) and connect it to one of the decoder ground leads every 1000 ft., or every 12th decoder module, whichever is shorter. Minimum ground hardware shall be a 4" x 36" copper plate with at least 10 AWG dia. copper wire. In high - lightning areas, grounding may be increased to every 500 ft. or 6 decoders. Ground connections from decoder ground lead to grounding hardware shall be made by joining the 12AWG decoder ground wire with a 10AWG solid copper lead in an approved wire nut of appropriate size, inserted in a DBR-6 waterproof direct burial connector, or with an approved wire clamp. Ground hardware shall extend at right angles from the two-wire red/blue path, and ground hardware shall be located at least 6ft. away from the two-wire path. Each decoder output shall also have thermal, resettable circuit breakers to prevent overload from solenoid malfunctions. The decoders shall be Hunter Industries Models as specified by station capacity: ICD-100 Single-station decoder ICD-200 Two-station decoder ICD-400 Four-station decoder ICD-600 Six-station decoder Sensor Decoders ACC99D controllers shall have the ability to monitor the status of specified sensors remotely, via the two-wire path, with specialized Sensor Decoders. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 15 28400 - 15 The Sensor Decoder shall have 2 input Ports suitable for Clik-type sensors or the Hunter Industries HFS flow meter. The HFS flow meter must connect to Port A on the Sensor Decoder. Both Ports (A & B) may accommodate normally-closed Clik-type switch closure sensors. The designer shall have the option of connecting system sensors directly into the controller's main module, or via the Sensor Decoder, or both, up to the specified maximum number of sensors for the controller (4 Clik + 1 Flow). The Sensor Decoder shall report status of sensors "upstream" via the two-wire path, regardless of other decoder activity on the two-wire path. The Sensor Decoder shall install into the two-wire path exactly like the ICD station output decoders, having a single red/blue pair for connection to the two-wire path, and shall also have a programmable address. The Sensor Decoder connections shall be made according to the specifications for all other decoders. Sensor connections shall be made to the color-coded Sensor Decoder input leads with DBY, or exact equal, waterproof, direct-burial connectors, and all connections shall be placed in a valve box for subsequent location and service. Sensors shall be connected with not more than 150ft. 18 AWG wire to the Sensor Decoder. The Sensor Decoder shall have a bare ground wire for connection to earth ground, in accordance with the specifications applying to all other decoders. The Sensor Decoder shall count as a "decoder" for ground spacing purposes. The Sensor Decoder shall be a Hunter Industries Model ICD-SEN. The ICD decoders and Sensor Decoders shall be UL and c-UL listed, and shall be CE and C-tick approved. 2.12 IRRIGATION MONITOR & MANAGEMENT SYSTEM (IMMS'1*r): (Not included in This Contract) 2.13 BACKFLOW PREVENTER: A. A double gate valve, double check assembly shall Febco Model 850, or an approved equal. The double check assembly shall be located and sized as shown on the plans. B. Construction shall be all brass for sizes 3/4" - 3". C. This assembly shall be installed in a box and shall conform to the City Plumbing Codes. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL: A. Design pressure: This irrigation system has been designed to operate with a minimum static inlet water pressure of 68 psi at the point of connection. The contractor shall take a pressure reading prior to beginning construction. If the pressure reading is less than above, the contractor shall notify the Engineer. B. Contractor responsibility: The contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in equipment usage, area dimensions or water pressure exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Landscape Architect in writing. In the event this notification is not performed, the contractor shall assume full responsibility for any revision necessary. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 16 28400 - 16 C. Staking: Before installation is started, place a stake or flag where each sprinkler is to be located, in accordance with drawing. Staking shall be approved by the Engineer before proceeding. D. Piping layout: Piping layout is diagrammatic. Route piping around existing trees and shrubs in such a manner as to avoid damage to plantings. Do not dig within the ball of newly planted trees or shrubs. E. In areas where trees are present, trenches will be adjusted on site to provide a minimum clearance of four times the trunk diameter of the tree (at its base) between any tree and any trench. F. All material and equipment shall be delivered to the Worksite in unbroken reels, cartons or other packaging to demonstrate that such material is new and of a quality and grade in keeping with the intent of these Specifications. 3.2 EXCAVATION AND TRENCHING: A. The Contractor shall perform all excavation to the depth indicated in these Specifications and Contract drawings. The banks of trenches shall be kept as nearly vertical as practicable. Trenches shall be wide enough to allow a minimum of 4" between parallel pipelines or electrical wiring. Where rock excavation is required, or where stones are encountered in the bottom of the trench that would create a concentrated pressure on the pipe, the rock or stones shall be removed to a depth of six (6) inches minimum below the trench depth indicated. The over depth rock excavation and all excess trench excavation shall be backfilled with loose, moist earth or sand, thoroughly tamped. Whenever wet or otherwise unstable soil that is incapable of properly supporting the pipe is encountered in the trench bottom, such shall be removed to a depth and length required, and the trench backfilled to trench bottom grade as hereinafter specified, with course sand, fine gravel or other suitable material. B. Bottom of trench grade shall be continued past ground surface deviations to avoid air pockets and low collection points in the line. The minimum cover specifications shall govern regardless of variations in ground surface profile and the occasional deeper excavation required at banks and other field conditions. Excavation shall be such that a uniform trench grade variation will occur in all cases where variations are necessary. C. Trench excavation shall comprise the satisfactory removal and disposition of all materials, and shall include all shoring and sheeting required to protect the excavation and to safeguard employees. D. During excavation, material suitable for backfilling shall be stockpiled in an orderly manner a sufficient distance back from edge of trenches to avoid overloading and prevent slides or cave-ins. Material unsuitable for backfilling shall be removed from site as directed by the Architect. When excavated material is of a rocky nature and the topsoil or any other layer of excavated material is suitable for pipe bedding and backfill in the vicinity of the pipe, such material shall be separately stockpiled for use in such bedding and pipe backfill operations, unless satisfactory imported material is used. E. All excavations and backfill shall be unclassified and covered in the basic bid. No additional compensation will be allowed for rock encountered. F. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavations to their original conditions in a manner acceptable to the Landscape Architect. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 17 28400 - 17 3.3 PIPE INSTALLATION: A. Sprinkler Mains: Sprinkler mains are that portion of piping from water source to electric valves. This portion of piping is subject to surges since it is a closed portion of the sprinkler system. Sprinkler mains shall be installed in a trench with a minimum of 24 inches of cover. B. Lateral Piping: Lateral piping is that portion of piping from electrical valve to sprinkler heads. This portion of piping is not subject to surges since it is an "open end" portion of the sprinkler system. Lateral piping shall be installed in a trench with a minimum of 18 inches of cover. C. Remove lumber, rubbish, and rocks from trenches. Provide firm, uniform bearing for entire length of each pipeline to prevent uneven settlement. Wedging or blocking of pipe will not be permitted. Remove foreign matter or dirt from inside of pipe before welding, and keep piping clean during and after laying pipe. D. PVC pipe shall not be installed where there is water in the trench, nor shall PVC pipe be laid when temperature is 40 deg. F or below or when rain is imminent. PVC pipe will expand and contract as the temperature changes. Therefore, pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. 3.4 PVC PIPE AND FITTING ASSEMBLY: A. Solvent: Use only solvent recommended by manufacturer to make solvent-welded joints following standards noted herein. Thoroughly clean pipe and fittings of dirt, dust, and moisture with an approved colored Pvc primer before applying solvent. B. PVC to Metal Connection: Work metal connections first. Use a non-hardening pipe dope such as Permatex No. 2 or "Teflon" tape on threaded PVC to metal joints. Use only light wrench pressure. C. Threaded PVC Connections: Where required, use threaded PVC adapters into which pipe may be welded. 3.5 HYDROSTATIC TESTS: Pressure Test: After the pipe is laid, the joints completed, and the trench partially backfilled, leaving the joints exposed for examination, the newly laid piping or any valved section of main pressure line piping shall, unless otherwise specified, be subjected for four hours to a hydrostatic pressure test of normal city water pressure. Each valve shall be opened and closed during the test. Enclosed pipe, joints, fittings, and valves shall be carefully examined during the partially open trench test. Joints showing visible leakage shall be replaced or remade, as = necessary. Cracked or defective pipe, joints, fittings, or valves discovered in consequence of this pressure test shall be repeated until the test results are satisfactory. All replacement and repair shall be at contractor's cost. 3.6 CONTROL WIRE INSTALLATION: A. All control wire less than 500 feet in length shall be continuous without splices or joints from the controller to the valves. Connections to the electric valves shall be made within 18 inches of the valve using connectors specified in Paragraph 2.4 of this section, unless otherwise approved by the Landscape Irrigator in writing. B. All control wires shall be installed at least 18 inches deep. Contractor shall obtain the Landscape Irrigator's approval for wire routing when installed in a separate ditch. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 18 28400 - 18 Control wires may be installed in a common ditch with piping; however, wires must be installed a minimum of 4 inches below or to one side of piping. C. All wire passing under existing or future paving, sidewalk, construction, etc., shall be encased in PVC Schedule 40 conduit extending at least 2 feet beyond edges of paving, sidewalks, or construction. 3.7 POP-UP SPRAY HEADS: A. Provide heads and nozzles as specified and install in locations as shown on the Contract Drawings. B. Pop-up spray heads shall be installed on a Poly nipple directly on to lateral piping as detailed on the Contract drawings C. Heads shall be installed with underside of flange flush with the finished grade. D. Contractor will be required to adjust heads as necessary after establishment of grass or other plant material. 3.8 QUICK COUPLING VALVES: A. Quick coupling valves shall be installed with the underside of flange flush with the finished grade. B. Quick coupling valves shall be installed on a swing joint assembly as detailed on the drawings. C. Under the warranty, the Contractor shall return after grass is established and adjust valves and valve boxes to proper grade. 3.9 MANUAL VALVES: A. Manual valves shall be sized and located where shown on the Contract drawings. B. Valve boxes shall be adjusted to be flush with finished grade. The Contractor will be required to adjust after establishment of grass. C. Valve boxes shall be properly supported and of sufficient construction that tractors and mowers crossing over the boxes will not push boxes down and crush the pipe, valve, or box. 3.10 VALVE AND VALVE BOX PLACEMENT: A. All manual, electric, and quick coupling valves shall be in boxes as specified in Paragraph 2.7 of this section, and shall be set with a minimum of six (6) inches of space between their top surface and the bottom of the valve box. B. Valves shall be fully opened and fully closed to ensure that all parts are in operating condition. C. Valve boxes shall be set plumb, vertical, and concentric with the valve stem. D. Any valve box that has moved from this required position so as to prevent the use of the operating wheel of the valve shall be reset by the Contractor at his own expense. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 19 28400 - 19 3.11 ELECTRIC CONTROLLER: NOT INCLUDED IN THIS CONTRACT) A. Electric controller shall be located as shown on the plans and shall be capable of operating the number of stations indicated. B. The system is designed to operate only one section at a time, unless otherwise noted on the plans in strict accordance with the manufacturer's published installation instructions. C. Lightning protectors shall be Irritrol Model SA120, or an approved equal. NOT IN CONTRACT D. Freeze sensor shall be used to prevent the irrigation system from watering during periods of freezing temperature. The freeze shall be manufactured by Hunter Industries Industries, Inc., San Marcus, CA, or an approved equal. E. Rain sensor shall be used to prevent the irrigation system from watering during periods of rainfall. The rain sensor shall be manufactured by Hunter Industries Industries, Inc., San Marcus, CA, or an approved equal. 3.12 ELECTRIC REMOTE CONTROL VALVES: A. Remote control valves shall be located and sized as shown on the plans. All electrical connections shall be made when the weather is dry with connection kits as specified in Paragraph 2.4 of this section in strict accordance with manufacturer's recommended procedures. All remote control valves shall be installed in a horizontal position, in accordance to the manufacturer's published installation instructions. B. It shall be the responsibility of the Contractor to furnish and install the proper size wire on each of the low voltage circuits from the master control center to the various electric remote control valves. C. Consideration shall be given to each circuit for allowance of voltage drop and economy consistent with accepted practices of electrical installation. Under no circumstances shall the voltage of any branch circuit be reduced more than proper due to length of run exceeding the maximum allowable for the wire size used. 3.13 BACKFILL AND COMPACTION: A. After system is operating and required tests and inspections have been made, the trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, gravel, soft shale, or other approved materials, free from large clods of earth or stone. Rock, broken concrete, or pavement, and large boulders shall not be used as backfill material. The backfill shall be thoroughly compacted and evened with the adjacent soil level. B. Compact trenches in areas to be planted by thoroughly flooding the backfill. Compact all other areas by flooding or hand tamping. The jetting process may be used in areas when flooding. C. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to a minimum of 90% density. D. Any trenches improperly backfilled, or where settlement occurs, shall be reopened to the depth required for compaction, then refilled and compacted with the surface 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 20 28400 - 20 restored to the required grade and left in a completed surface condition as described above. E. Specifically tamp backfill under heads and around the flange of heads for one foot 11') by a suitable means after trench backfill has dried from flooding to prevent heads loosening in the ground. 3.14 FINAL ADJUSTMENT: A. After installation has been completed, make final adjustment of sprinkler system prior to the Engineer and City of Fort Worth representative's final inspection. B. Completely flush system to remove debris from lines by removing nozzle from heads on -- ends of lines and turning on system. C. Check sprinklers for proper operation and proper alignment for direction of throw. D. Check each section for operating pressure and balance to other sections by use of flow adjustment on top of each valve. E. Check nozzling for proper coverage. Prevailing wind conditions may indicate that arc or angle of spray should be other than as shown on drawings. In this case, change nozzles to provide correct coverage and furnish record data to the Landscape Irrigator -- with each change. F. After system is thoroughly flushed and ready for operation, each section of sprinklers shall be adjusted to control pressure at heads. Use the following method, one section at a time: 1. Remove last head on section and install a temporary riser above grade. Install tee with pressure gauge attached on top of riser and re-install head with nipple onto tee. 2. Correct operating pressure at last head of each section as follows: Refer to Section 2.8 in these Specifications. 3. After replacing head, at grade, tamp thoroughly around head. 3.15 CLEAN-UP: A. The Worksite shall be thoroughly cleaned of all waste materials and all unused or salvaged materials, equipment, tools, etc. B. After completion of the work, areas disturbed shall be leveled and the Worksite shall be raked clean and left in an orderly condition. PART 4 - METHOD OF MEASUREMENT MEASUREMENT: Landscape Irrigation Systems described in this section will be paid for on a lump sum basis wherein no measurement will be made. 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 21 28400 - 21 PART 5 - BASIS OF PAYMENT PAYMENT: A. Landscape irrigation systems will be paid for at the contract lump sum, which price will be full compensation for furnishing and installing equipment; shop drawings; providing all submittals and warranties; furnishing all labor, materials, tools, equipment; and incidentals necessary, and demolition of existing irrigation system as shown in the plans to complete the work as described in this section and related other sections of these Specifications and plans, as well as maintenance until final acceptance. B. Payment will be made under: Pay Item Pay Unit 32 84 00 Planting Irrigation Lump Sum - END OF SECTION 32 84 00 - 1808100 FTW ADMIN PARKING LOT IRRIGATION PROJECT 328400 - 22 28400 - 22 3292 13-1 HYDROMULCHING,SEEDING AND SODDING v Page 1 of 8 1 SECTION 32 92 13 ' 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 91 19—Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Bleek Sod Plaeefnei-A 17 iY. Meetsufefnent 18 . a 19 b. Paymem 20 21 "will be paid for eA the dait 22 . 23 . 24 25 2) Rolling and tafflPing 26 3) Water-iftg(tmtil established) 27 4) Disposal of sufous fna4efWs 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be by the square yard of Seed spread. -- 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for a'the uni w 34 as 35 follows: 36 a) 3292.0200 Seeding,Broadcast—per square yard 37 c. The price bid shall include: 38 1) Furnishing and placing all Seed 39 2) Furnishing and applying water for seed fertilizer 40 3) Slurry and hydraulic mulching 41 4) Fertilizer 42 5) Watering and mowing(until established) 43 6) Disposal of surplus materials CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2 of 8 1 3—Niewing ' 3 . 4 b. Paymen 5 w 6 and measumd as provided undef"Meastffement"will be paid for-a4 the tmit 7 mer'eaeb.. 8 1.3 REFERENCES [NOT USED] 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 ACTION SUBMITTALS [NOT USED] 11 1.6 INFORMATIONAL SUBMITTALS 12 A. Seed 13 1. Vendors' certification that seeds meet Texas State seed law including: 14 a. Testing and labeling for pure live seed(PLS) 15 b. Name and type of seed 16 2. All seed shall be tested in a laboratory with certified results presented to the City in 17 writing,prior to planting. 18 3. All seed to be of the previous season's crop and the date on the container shall be 19 within 12 months of the seeding date. 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING 24 A.Blee#Sed 25 , 26 2. Keep staeked sod moist. 27 B. Seed 28 1. If using native grass or wildflower seed,seed must have been harvested within 100 29 miles of the construction site. 30 2. Each species of seed shall be supplied in a separate, labeled container for 31 acceptance by the City. 32 C. Fertilizer 33 1. Provide fertilizer labeled with the analysis. 34 2. Conform to Texas fertilizer law. 35 1.11 FIELD [SITE] CONDITIONS [NOT USED] 36 1.12 WARRANTY [NOT USED] 37 PART 2 - PRODUCTS [NOT USED] 38 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 3292 13-3 HYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 2.2 MATERIALS AND EQUIPMENT 2 A. Materials 3 1. Bleek god 4 5 7 "Buehlee " 8 9 5) or-an appfflved zeysiagf"s 10 b. god ffwst eentain stelefts,leaf blades, 11 ,undes le 12 13 . 14 d. Nfiftiffmmrsod Welae9s— 4 ifth 15 16 17 1) St. Augustine gfass sod. elay or-elay loam top%4 18 19 g —Dime sle s 20 21 , 22 handled and felled withea4 br-eaking. 23 . 24 2. Seed 25 a. General 26 1) Plant all seed at rates based on pure live seed(PLS) 27 a) Pure Live Seed(PLS)determined using the formula: 28 (1) Percent Pure Live Seed=Percent Purity x [(Percent Germination+ 29 Percent Firm or Hard Seed)+ 100] 30 2) Availability of Seed 31 a) Substitution of individual seed types due to lack of availability may be 32 permitted by the City at the time of planting. 33 b) Notify the City prior to bidding of difficulties locating certain species. 34 3) Weed seed 35 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 36 and other material in the mixture w 37 b) Seed not allowed: 38 (1) Johnsongrass 39 (2) Nutgrass seed 40 4) Harvest seed within 1-year prior to planting 41 b. No seed producing grass shall be permitted(including but not limited to fortail 42 millet) 43 c. Non-native Grass Seed 44 1) Plant between April 15 and September 10 45 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) cynodon dactylon 95 90 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 y. Revised December 20,2012 3292 13-4 HYDROMULCHING,SEEDING AND SODDING Page 4 of 8 1 2 2) Plant between September 10 and April 15 3 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass lolium multiflorum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 4 5 d. Native Grass Seed 6 1) Plant between February 1 and October 1. 7 Lbs.PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum r 10.0 Prairie Wildrye* Elymus canadensis 8 9 e. Wildflower Seed 10 1) Plant between the following: 11 a) March 5 and May 31 12 b) September 1 and December 1 13 Lbs.PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 14 *not to be planted within ten feet of a road or parking lot or within three feet of a 15 walkway 16 17 f. Temporary Erosion Control Seed 18 1) Consist of the sowing of cool season plant seeds. 19 3. Mulch 20 a. For use with conventional mechanical or hydraulic planting of seed. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5 of 8 1 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products 2 (waste products from paper mills or recycled newspaper). 3 c. No growth or germination inhibiting factors. 4 d. No more than ten percent moisture,air dry weight basis. 5 e. Additives: binder in powder form. 6 £ Form a strong moisture retaining mat. 7 4. Fertilizer 8 a. Acceptable condition for distribution 9 b. Applied uniformly over the planted area 10 c. Analysis 11 1) 16-20-0 12 2) 16-8-8 13 d. Fertilizer rate: 14 1) Not required for wildflower seeding 15 2) Newly established seeding areas- 100 pounds of nitrogen per acre 16 3) Established seeding areas- 150 pounds of nitrogen per acre 17 5. Topsoil: See Section 32 91 19. 18 6. Water: clean and free of industrial wastes or other substances harmful to the 19 germination of the seed or to the growth of the vegetation. 20 7. Soil Retention Blanket 21 a. "Curlex I" from American Excelsior, 900 Ave. H East,Post Office Box 5624, 22 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 23 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION x 30 A. Surface Preparation: clear surface of all material including: 31 1. Stumps, stones, and other objects larger than one inch. �. 32 2. Roots,brush,wire, stakes, etc. 33 3. Any objects that may interfere with seeding or maintenance. 34 B. Tilling 35 1. Compacted areas: till 1 inch deep 36 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 37 seed/water run-off 38 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 39 3.4 INSTALLATION 40 A. BIeek Sedding 41 1 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6 of 8 1 2 3 b. Plant bev�veea the averege lost fmeze date in the spFing and 6 weeks prior-to the 4 . 6 a. Plant sod speeified after the afea has beeft eempleted to the lines and gftHk.9 7 shown on the Pfawings with 6 iftehes of topsoil. 8 b. Use eafe to retail—; Raltive seil en the mets of the sod dufi"the preees - 9 , hauling and planfing. 10 11 . 12 e. Fill Yeids left in the solid sodding with addifienal sod md tmV. 13 14 slepe- 15 g. Peg sod with weeden pegs(or-wife staple)dr-iveft thfough the sod bleek to the 16 fifm eafth in afeas that may slide due to the height or-slope of the wdffaee e 17 aatufe of the seii. _ 18 3. Watering and Finish* 19 20 , 21 an aeeeptable stmd of tfff as defifted in 3.13.B. 22 . 23 e. sir. e f tmfil established. 24 d. Genefolly, 25 ,plan 26 !or-ge areas by irrigation zettes to ettsuf ter-ed as seen as they ffe 27 planted 28 B. Seeding 29 1. General 30 a. Seed only those areas indicated on the Drawings and areas disturbed by 31 construction. 32 b. Mark each area to be seeded in the field prior to seeding for City approval. 33 c. Topsoil is not expected to be required in embankment areas. The contractor 34 can use on-site topsoil(or other source) if required to establish seed. No extra 35 payment for topsoil. 36 2. Broadcast Seeding 37 a. Broadcast seed in 2 directions at right angles to each other. 38 b. Harrow or rake lightly to cover seed. 39 c. Never cover seed with more soil than twice its diameter. 40 d. For wildflower plantings: 41 1) Scalp existing grasses to 1 inch 42 2) Remove grass clippings, so seed can make contact with the soil. 43 3. Mechanically Seeding(Drilling): 44 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 45 b. All varieties of seed and fertilizer may be distributed at the same time provided 46 that each component is uniformly applied at the specified rate. 47 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 48 drill. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 d. Drill on the contour of slopes 2 e. After planting roll with a roller integral to the seed drill,or a corrugated roller - 3 of the "Cultipacker" type. 4 f. Roll slope areas on the contour. 5 4. Hydromulching 6 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 7 1) Mixture is uniformly suspended to form a homogenous slurry. 8 2) Mixture forms a blotter-like ground cover impregnated uniformly with 9 grass seed. 10 3) Mixture is applied within 30 minutes after placed in the equipment. 11 b. Placing 12 1) Uniformly distribute in the quantity specified over the areas shown on the 13 Drawings or as directed. 14 5. Fertilizing: uniformly apply fertilizer over seeded area. } 15 6. Watering 16 a. Furnish water by means of temporary metering irrigation,water truck or by 17 any other method necessary to achieve an acceptable stand of turf as defined in — 18 3.13.B. 19 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 20 c. Water as direct by the City at least twice daily for 14 days after seeding in such 21 a manner as to prevent washing of the slopes or dislodgement of the seed. 22 d. Water until final acceptance. 23 e. Generally, an amount of water that is equal to the average amount of rainfall Y 24 plus 1/2 inch per week should be applied until accepted. 25 3.5 REPAIR/RESTORATION [NOT USED] 26 3.6 RE-INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL [NOT USED] 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES 32 3.12 PROTECTION [NOT USED] -- 33 3.13 MAINTENANCE 34 A. Bleek geddiffg 35 Y 36 dimetedby the-G4y. 37 2. sod Shall flet be eensidefed fififilly deeepted umil the sod has stuted to Peg dew" 38 39 B. Seeding 40 1. Water and mow sod until completion and final acceptance of the Project or as - 41 directed by the City. 42 2. Maintain the seeded area until each of the following is achieved: 43 a. Vegetation is evenly distributed CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8 of 8 1 b. Vegetation is free from bare areas _ 2 3. Turf will be accepted once fully established. 3 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 4 cycle performed by the Contractor prior to consideration of acceptance by the 5 City. ~ 6 C. Rejection 7 1. City may reject block sod or seeded area on the basis of weed populations. 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 Revision Log ti DATE NAME SUMMARY OF CHANGE 11 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 .. Revised December 20,2012 329343-1 TREES AND SHRUBS Pagel of 8 1 SECTION 32 93 43 2 TREES AND SHRUBS 3 PART1 - GENERAL 4 1.1 SUMMARY _ 5 A. Section Includes: 6 1. Tree and shrub planting and maintenance within street right-of-way and easements. 7 2. Tree removal and transplant is to be performed in accordance with Section 31 10 00 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0 -Bidding Requirements,Contract Forms, and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 31 10 00—Site Clearing 14 4. Section 32 92 13 -Hydromulching, Seeding and Sodding 15 5. Section 32 91 19 -Topsoil Placement and Finishing of Parkways 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Plant Tree 19 a. Measurement 20 1) Measurement for this Item shall be per each by ea4pef4ffehplant type. 21 2) Minimum tree trunk widths are specified within the plans. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item -- 24 and measured as provided under"Measurement"will be paid for as the uni 25 pr4ee bid1gep eaek tree 69 be PlanW bys follows: 26 a) 3293.0107 Plant Live Oak(Large Tree)—per each — 27 b) 3293.0108 Plant Chinese Pistache (Medium Tree)—per each 28 c) 3293.0109 Plant Red Yucca(Shrub)—per each 29 c. The price bid shall include: r 30 1) Furnishing and installing trees 31 2) Hauling 32 3) Grading and backfilling 33 4) Excavation 34 5) Fertilization 35 6) Water 36 7) Removing and disposing of surplus material 37 1.3 REFERENCES 38 A. Reference Standards 39 1. Reference standards cited in this specification refer to the current reference standard 40 published at the time of the latest revision date logged at the end of this 41 specification,unless a date is specifically cited. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-2 TREES AND SHRUBS Page 2 of 8 1 2. American National Standards Institute(ANSI): 2 a. ANSI Z60.1,American Standard for Nursery Stock 3 3. Hortus Third,The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing 4 Co.,New York. 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 ACTION SUBMITTALS [NOT USED] 7 1.6 INFORMATIONAL SUBMITTALS 8 A. Tree data: Submit certification from supplier that each type of tree conforms to 9 specification requirements. 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. Coordination 14 1. Coordinate with City Forester prior to beginning construction activities adjacent to ` 15 or that will impact existing trees and shrubs. 16 B. Qualifications 17 1. Landscaper specialized in landscape and planting work 18 C. Substitutions 19 1. Not permitted unless approved by City when specified planting material is not w 20 obtainable 21 a. Submit proof of non-availability together with proposal for use of equivalent 22 material. 23 b. Substitutions of larger size or better grade than specified will be allowed upon 24 approval by City Forester,but with no increase in unit price. 25 1.10 DELIVERY,STORAGE,AND HANDLING 26 A. Do not remove container grown stock from containers before time of planting. 27 B. Delivery and Acceptance Requirements 28 1. Ship trees with Certificates of Inspection as required by governing authorities. 29 2. Label each tree and shrub with securely attached waterproof tag bearing legible 30 designation of botanical and common name. 31 3. Use protective covering during delivery. 32 4. Deliver packaged materials in fully labeled original containers showing weight, 33 analysis and name of manufacturer. 34 C. Storage and Handling Requirements 35 1. Protect materials from deterioration during delivery,and while stored at Site. 36 2. Do not prune prior to installation. 37 3. Do not bend or bind-tie trees or shrubs in such manner as to damage bark,break 38 branches, or destroy natural shape. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-3 TREES AND SHRUBS Page 3 of 8 1 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY 3 A. Warranty Period: 12 months after job acceptance 4 B. Warrant trees against defects including: ~ 5 1. Death 6 2. Unsatisfactory growth 7 3. Loss of shape due to improper pruning, maintenance, or weather conditions 8 C. Plumb leaning trees during warranty period. ._ 9 D. Remove and replace trees found to be dead during warranty period. 10 E. Remove and replace trees which are in doubtful condition at end of warranty period, or 11 when approved by City, extend warranty period for trees for full growing season. 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 1. General 16 a. Plants shall be true to species and variety specified,grown under climatic 17 conditions similar to those in the locality of the project for at least 2 years and 18 have been freshly dug during the most recent favorable harvest season. 19 b. All plant names and descriptions are as defined in Hortus Third. 20 c. All plants are to be grown and harvested in accordance with the American 21 Standard for Nursery Stock. 22 d. Unless approved by the City Forester,plants shall have been grown in a latitude 23 not more than 200 miles north or south of the latitude of the project unless the 24 provenance of the plant can be documented to be compatible with the latitude 25 and cold hardiness zone of the planting location. 26 2. Trees 27 a. Provide container grown trees which are straight and symmetrical and have 28 persistently preferred main leader. 29 b. Mark the tree's north orientation in the nursery for all deciduous trees grown in 30 the field with a 1-inch diameter spot of white paint on the tree trunk within the 31 bottom twelve inches of the trunk. 32 c. Crown shall be in good overall proportion to entire height of tree with 33 branching configuration as recommended by ANSI Z60.1 for type and species 34 specified. - 35 d. Trees designated as balled and burlapped(B&B) shall be properly dug with 36 firm,natural balls of soil retaining as many fibrous roots as possible, in sizes 37 and shapes as specified in the American Standard for Nursery Stock. Balls shall - 38 be firmly wrapped with nonsynthetic, rottable burlap and secured with nails and 39 heavy, nonsynthetic,rottable twine. The root collar shall be apparent at surface 40 of ball. Trees with loose,broken,processed, or manufactured root balls will not 41 be accepted,except with special written approval before planting. 42 e. Where clump is specified, furnish plant having minimum of three stems 43 originating from common base at ground line. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-4 TREES AND SHRUBS Page 4 of 8 1 f. Measure trees by average caliper of trunk as follows: 2 1) For trunks up to 4 inches or less in diameter,measure caliper 6 inches ` 3 above top of root ball. 4 2) For trunks more than 4 inches,measure caliper 12 inches above top of root 5 ball. 6 3) Caliper measurements 7 a) By diameter tape measure 8 b) Indicated calipers on Drawings are minimum -- 9 c) Averaging of plant caliber: not permitted 10 g. Trees shall conform to following requirements: 11 1) Healthy 12 2) Vigorous stock 13 3) Grown in recognized nursery 14 4) Free of: 15 a) Disease 16 b) Insects 17 c) Eggs 18 d) Larvae ` 19 e) Defects such as: 20 (1) Knots 21 (2) Sun-scald 22 (3) Injuries 23 (4) Abrasions 24 (5) Disfigurement 25 (6) Borers and infestations 26 3. Soil Products 27 a. Topsoil: See 32 91 19. -- 28 b. Peat moss,mulch and fertilizer: Use material recommended by City Forester 29 for establishment of healthy stock after replanting. 30 4. Stakes and Guys 31 a. Provide minimum 8-foot long steel T-stakes and 1 inch wide plastic tree chains. 32 b. Where applicable for anchoring trees,use wood deadmen: 33 1) Minimum: 2-inch by 4-inch stock 34 2) Minimum: 36 inches long and buried 3 feet. 35 3) Provide white surveyor's plastic tape for flagging tree guys. 36 5. Tree Wrap,Twine and Seal 37 a. Wrap 38 1) First quality 39 2) Bituminous impregnated tape _ 40 3) Corrugated or crepe paper, specifically manufactured for tree wrapping and 41 having qualities to resist insect infestation 42 b. Twine 43 1) Lightly tarred, medium-coarse sisal(lath)yarn 44 2) Do not use nails or staples to fasten wrapping 45 c. Seal: Commercially available tree wound dressing specifically produced for use 46 in sealing tree cuts and wounds M 47 6. Water: clean and free of industrial wastes or other substances harmful to the growth 48 of the tree CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-5 TREES AND SHRUBS Page 5 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL 3 A. Notify City,prior to installation, of location where trees that have been selected for 4 planting may be inspected. 5 B. Plant material will be inspected for compliance with following requirements. 6 1. Genus, species,variety, size and quality M 7 2. Size and condition of balls and root systems, insects, injuries and latent defects 8 PART 3 - EXECUTION [NOT USED] 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION 12 A. General 13 1. Schedule work so that planting can proceed rapidly as portions of site become 14 available. 15 2. Plant trees after final grades are established and prior to seeding or sodding. } 16 3. When planting of trees occurs after seeding work,protect seeded areas and 17 promptly repair damage to seeded areas resulting from tree planting operations in 18 compliance with requirements of Section 32 92 13. 19 4. Layout individual trees at locations shown on Drawings. 20 5. In case of conflicts,notify City before proceeding with work. 21 6. Stake trees for City approval. 22 B. Preparation of Planting Soil 23 1. Before mixing, clean topsoil of roots,plants, sod, stones,clay lumps, and other 24 extraneous materials harmful or toxic to plant growth. 25 2. Strip and utilize 4 inch layer of top soil from existing ground. 26 3. Delay mixing of fertilizer when planting will not follow placing of planting soil 27 within 48 hours. 28 4. Incorporate amendments into soil as part of soil preparation process prior to fine 29 grading, fertilizing,and planting. 30 5. Broadcast or spread amendments evenly at specified rate over planting area. 31 6. Thoroughly incorporate amendments into top 3 or 4 inches of soil until 32 amendments are pulverized and have become homogeneous layer of topsoil ready 33 for planting. 34 3.4 INSTALLATION 35 A. Planting 36 1. Excavate pits,beds, or trenches with vertical sides and with bottom of excavation 37 raised minimum of 6 inches at center for proper drainage. 38 2. Provide following minimum widths: 39 a. 15 gallon containers or larger, 2 feet wider than diameter of root ball 40 b. 1 and 5 gallon containers,6 inches wider than diameter of root ball CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-6 TREES AND SHRUBS Page 6 of 8 1 3. When conditions detrimental to plant growth are encountered, such as 2 unsatisfactory soil,obstructions, or adverse drainage conditions,notify City before 3 planting. 4 4. Deliver trees after preparations for planting have been completed and plant 5 immediately. u 6 5. When planting is delayed more than 6 hours after delivery 7 a. Set trees and shrubs in shade. 8 b. Protect from weather and mechanical damage. 9 c. Keep roots moist by covering with mulch,burlap,or other acceptable means of 10 retaining moisture,and water as needed. 11 6. Lift plants only from the bottom of the root balls or with belts or lifting harnesses of 12 sufficient width not to damage the root balls. Do not lift trees by their trunk as a 13 lever in positioning or moving the tree in the planting area. 14 7. Remove plastic,paper, or fibrous pots from the containerized plant material. Pull 15 roots out of the root mat,and cut circling roots with a sharp knife. Loosen the 16 potting medium and shake away from the root mat. Immediately after removing the 17 container, install the plant such that the roots do not dry out. Pack planting mix 18 around the exposed roots while planting. 19 8. Cut ropes or strings from the top of root balls and trees after plant has been set. 20 Remove burlap or cloth wrapping and any wire baskets from around top half of 21 balls. Do not turn under and bury portions of burlap at top of ball. Set balled and 22 burlapped trees in the hole with the north marker facing north. 23 9. Set root ball on undisturbed soil in center of pit or trench and plumb plant. 24 10. Place plants at level that,after settlement,natural relationship of plant crown with 25 ground surface will be established. 26 11. When set,place additional backfill around base and sides of ball,and work each 27 layer to settle backfill and eliminate voids and air pockets. 28 12. When excavation is approximately 2/3 full,water thoroughly before placing 29 remainder of backfill. 30 13. Repeat watering until no more water is absorbed. 31 14. Dish top of backfill to allow for mulching. 32 15. Mulch pits, trenches and planted areas. 33 a. All trees, shrubs and other plantings will be mulched with mulch previously 34 approved by the City Forester. The mulch on trees and shrubs shall be to the 35 depths shown on the drawing. Mulch must not be placed within 3 inches of the 36 trunks of trees and shrubs. 37 16. Provide 2 to 4 inch thickness of mulch,work into top of backfill, and finish level 38 with adjacent finish grades. 39 17. Cover entire root ball. 40 18. Prune 41 a. Plants shall not be heavily pruned at the time of planting. Pruning is required at 42 planting to correct defects in the tree structure, including removal of injured 43 branches,double leaders,watersprouts, suckers,and interfering branches. 44 Healthy lower branches and interior small twigs should not be removed except 45 as necessary to clear walks and roads. In no case should more than 1/4 of the 46 branching structure be removed. Retain the normal shape of the plant. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-7 TREES AND SHRUBS Page 7 of 8 1 b. All pruning shall be completed using clean sharp tools. All cuts shall be clean 2 and smooth,with the bark intact with no rough edges or tears. 3 c. Except in circumstances dictated by the needs of specific pruning practices,tree 4 paint shall not be used. The use of tree paint shall be only upon approval of the 5 City Forester. Tree paint,when required, shall be paint specifically formulated 6 and manufactured for horticultural use. 7 19. Prune trees to retain required height and spread. 8 20. Do not cut tree leaders,and remove only injured and dead branches from flowering 9 trees. 10 21. Remove and replace excessively pruned or misformed stock resulting from 11 improper pruning. 12 22. Inspect tree trunks for injury, improper pruning and insect infestation and take 13 corrective measures. 14 23. Guy and stake trees immediately after planting. 15 B. Moving Existing Trees 16 1. Coordinate tree moving and replanting with City Forester during dormant growth 17 season. 18 2. Provide tree spade of adequate size as directed by City Forester. 19 3.5 REPAIRIRESTORATION [NOT USED] 20 3.6 RE-INSTALLATION [NOT USED] 21 3.7 FIELD QUALITY CONTROL 22 A. City may reject unsatisfactory or defective material at anytime during progress of work. 23 B. Remove rejected trees immediately from site and replace with specified materials. 24 C. Plant material not installed in accordance with these Specifications will be rejected. 25 D. An inspection to determine final acceptance will be conducted by City at end of 12 26 month maintenance period. 27 E. Warranty periods provided for in paragraph 1.12A. 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING 31 A. During planting work,keep pavements clean and work area in orderly condition. 32 B. Dispose of excess soil and waste in approved location. 33 C. Waste Material Disposal: On-site burning of combustible cleared materials shall not be 34 permitted. .� 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION 37 A. Protect planting work and materials from damage due to planting operations. 38 B. Maintain protection during installation and maintenance period. 39 C. Treat,repair,or replace damaged planting work. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 329343-8 TREES AND SHRUBS Page 8 of 8 1 3.13 MAINTENANCE 2 A. Maintenance Period shall be 12 months after final acceptance. 3 B. During the maintenance period if a work schedule and frequency are not shown on the 4 Drawings,perform the minimum requirements shown below: ` 5 1. Water trees to full depth a minimum of once each week or as required to maintain 6 healthy, vigorous growth. 7 2. Prune, cultivate,and weed as required for healthy growth. 8 3. Restore planting saucers. 9 4. Tighten and repair stake and guy supports,and reset trees and shrubs to proper 10 grades or vertical position as required. 11 5. Restore or replace damaged wrappings. 12 6. Spray as required to keep trees and shrubs free of insects and disease. 13 7. Contractor shall replace any plant that does not survive. It shall be replaced as soon 14 as it is determined no longer alive. Contractor is to maintain new plants as 15 described above until growth is established and maintenance period expires unless 16 waived by the City. 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.LA—Payment Items removed for tree removal and transplantation;these Items are to be performed in accordance with Section 31 10 00. 12/20/2012 D.Johnson 3.13.A—modified maintenance period to begin 12 months after final acceptance 3.13.13—Modified maintenance period requirements 19 20 21 22 23 24 25 26 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 3305 10-1 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 1 of 20 1 SECTION 33 05 10 Y 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment ' 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. None. 26 C. Related Specification Sections include,but are not necessarily limited to: 27 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 —General Requirements 30 3. Section 02 41 13—Selective Site Demolition 31 4. Section 02 41 15—Paving Removal 32 5. Section 02 41 14—Utility Removal/Abandonment 33 6. Section 03 30 00—Cast-in-place Concrete 34 7. Section 03 34 13—Controlled Low Strength Material(CLSM) 35 8. Section 31 10 00—Site Clearing 36 9. Section 3125 00—Erosion and Sediment Control 37 10. Section 33 05 26—Utility Markers/Locators 38 11. Section 34 71 13—Traffic Control 39 1.2 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 330510-2 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 2 of 20 1 1. Trench Excavation, Embedment and Backfill associated with the installation of an 2 underground utility or excavation 3 a. Measurement 4 1) This Item is considered subsidiary to the installation of the utility pipe line 5 as designated in the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item are considered subsidiary to the installation of the utility pipe for the 9 type of embedment and backfill as indicated on the plans.No other 10 compensation will be allowed. 11 2. Imported Embedment or Backfill - 12 a. Measurement 13 1) Measured by the cubic yard as delivered to the site and recorded by truck 14 ticket provided to the City 15 b. Payment 16 1) Imported fill shall only be paid when using materials for embedment and 17 backfill other than those identified in the Drawings. The work performed 18 and materials furnished in accordance with pre-bid item and measured as 19 provided under"Measurement"will be paid for at the unit price bid per 20 cubic yard of"Imported Embedment/Backfill"delivered to the Site for: 21 a) Various embedment/backfill materials 22 c. The price bid shall include: 23 1) Furnishing backfill or embedment as specified by this Specification 24 2) Hauling to the site 25 3) Placement and compaction of backfill or embedment 26 3. Concrete Encasement for Utility Lines 27 a. Measurement 28 1) Measured by the cubic yard per plan quantity. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per cubic yard of"Concrete Encasement for Utility Lines"per 33 plan quantity. 34 c. The price bid shall include: 35 1) Furnishing,hauling,placing and finishing concrete in accordance with 36 Section 03 30 00 4 37 2) Clean-up 38 4. Ground Water Control 39 a. Measurement 40 1) Measurement shall be lump sum when a ground water control plan is 41 specifically required by the Contract Documents. 42 b. Payment 43 1) Payment shall be per the lump sum price bid for"Ground Water Control" 44 including: 45 a) Submittals 46 b) Additional Testing 47 c) Ground water control system installation 48 d) Ground water control system operations and maintenance 49 e) Disposal of water CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] = Revised December 12,2016 330510-3 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 3 of 20 1 f) Removal of ground water control system 2 5- ask-Safety 3 a- Measufefoefit 4 measwed pe-r-hin-effiv f-p-0-t-of A-Ift fie-r-a I-1 krafiehes that feqt*iF@ 4*0446,13 5 6 7 1} payffie"t 8 dw 9 « 10 pr-iee bid per-haear-feet of exam,atien to sefoply with 0914A e*6av 11 Sa ty.}.,.,loads i19 C;F.a D,.t �a�� �cn e,.t paft n4 ..,a„aing but not 12 • 13 1.3 REFERENCES 14 A. Definitions 15 1. General—Definitions used in this section are in accordance with Terminologies 16 ASTM F412 and ASTM D8 and Terminology ASTM D653,unless otherwise _ 17 noted. 18 2. Definitions for trench width,backfill, embedment, initial backfill,pipe zone, 19 haunching bedding, springline,pipe zone and foundation are defined as shown in 20 the following schematic: �--PAVED AREAS` 1 UNPAVED AREAS /\/\x m U Q M Q J INITIAL BACKFILL Z / W m SPRINGLINE HAUNCHING BEDDING /\\� FOUNDATION OD CLEARANCE EXCAVATED TRENCH WIDTH 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 330510-4 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL - Page 4 of 20 1 3. Deleterious materials—Harmful materials such as clay lumps, silts and organic 2 material 3 4. Excavated Trench Depth—Distance from the surface to the bottom of the bedding 4 or the trench foundation 5 5. Final Backfill Depth 6 a. Unpaved Areas--The depth of the final backfill measured from the top of the 7 initial backfill to the surface 8 b. Paved Areas—The depth of the final backfill measured from the top of the 9 initial backfill to bottom of permanent or temporary pavement repair 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification,unless a date is specifically cited. 14 2. ASTM Standards: 15 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 16 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or a 17 Magnesium Sulfate 18 c. ASTM C 136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 19 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 20 Bridge Construction. 21 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 22 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 23 f. ASTM D588—Standard Test method for Moisture-Density Relations of Soil- 24 Cement Mixture 25 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 26 Soil Using Stand Efforts(12,400 ft-lb/ft3 600 Kn-m/M3)). 27 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 28 Place by Sand Cone Method. 29 i. ASTM 2487— 10 Standard Classification of Soils for Engineering Purposes _ 30 (Unified Soil Classification System) 31 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 32 and Other Gravity-Flow Applications 33 k. ASTM D2922--Standard Test Methods for Density of Soils and Soil 34 Aggregate in Place by Nuclear Methods(Shallow Depth) 35 1. ASTM 3017- Standard Test Method for Water Content of Soil and Rock in 36 place by Nuclear Methods(Shallow Depth) 37 in. ASTM D4254- Standard Test Method for Minimum Index Density and Unit 38 Weight of Soils and Calculations of Relative Density 39 3. OSHA w 40 a. Occupational Safety and Health Administration CFR 29,Part 1926-Safety 41 Regulations for Construction, Subpart P-Excavations 42 1.4 ADMINISTRATIVE REQUIREMENTS 43 A. Coordination 44 1. Utility Company Notification 45 a. Notify area utility companies at least 48 hours in advance,excluding weekends 46 and holidays,before starting excavation. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 330510-5 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 5 of 20 1 b. Request the location of buried lines and cables in the vicinity of the proposed 2 work. 3 B. Sequencing 4 1. Sequence work for each section of the pipe installed to complete the embedment 5 and backfill placement on the day the pipe foundation is complete. 6 2. Sequence work such that proctors are complete in accordance with ASTM D698 7 prior to commencement of construction activities. 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 0133 00. 10 B. All submittals shall be approved by the City prior to construction. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Provide detailed drawings and explanation for ground water and surface water 14 control, if required. 15 2. Trench Safety Plan in accordance with Occupational Safety and Health 16 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P- 17 Excavations 18 3. Stockpiled excavation and/or backfill material 19 a. Provide a description of the storage of the excavated material only if the 20 Contract Documents do not allow storage of materials in the right-of-way of the 4 21 easement. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Storage 27 1. Within Existing Rights-of-Way(ROW) 28 a. Spoil, imported embedment and backfill materials may be stored within 29 existing ROW, easements or temporary construction easements, unless 30 specifically disallowed in the Contract Documents. 31 b. Do not block drainage ways, inlets or driveways. 32 c. Provide erosion control in accordance with Section 3125 00. 33 d. Store materials only in areas barricaded as provided in the traffic control plans. 34 e. In non-paved areas, do not store material on the root zone of any trees or in 35 landscaped areas. 36 2. Designated Storage Areas 37 a. If the Contract Documents do not allow the storage of spoils, embedment or 38 backfill materials within the ROW,easement or temporary construction 39 easement, then secure and maintain an adequate storage location. 40 b. Provide an affidavit that rights have been secured to store the materials on 41 private property. 42 c. Provide erosion control in accordance with Section 3125 00. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 330510-6 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL -- Page 6 of 20 1 d. Do not block drainage ways. 2 e. Only materials used for 1 working day will be allowed to be stored in the work 3 zone. 4 B. Deliveries and haul-off-Coordinate all deliveries and haul-off. - 5 1.11 FIELD [SITE] CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on subsurface conditions is not 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible 10 for interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS 14 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS 15 2.2 MATERIALS 16 A. Materials 17 1. Utility Sand 18 a. Granular and free flowing 19 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 20 fine aggregate according to ASTM C 33 21 c. Reasonably free of organic material 22 d. Gradation: sand material consisting of durable particles, free of thin or 23 elongated pieces, lumps of clay, loam or vegetable matter and meets the 24 following gradation may be used for utility sand embedment/backfill,and 25 graded with following limits when tested in accordance with ASTM C136._ 26 Sieve Size Percent Retained '`/Z" 0 1/4" 0-5 #4 0-10 #16 0-20 #50 20-70 #100 60-90 #200 90-100 27 2. Crushed Rock 28 a. Durable crushed rock or recycled concrete 29 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 30 c. May be unwashed 31 d. Free from significant silt clay or unsuitable materials -- 32 e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 33 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 34 sodium sulfate soundness per ASTM C88 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-7 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 7 of 20 1 3. Fine Crushed Rock 2 a. Durable crushed rock 3 b. Meets the gradation of ASTM D448 size numbers 8 or 89 4 c. May be unwashed 5 d. Free from significant silt clay or unsuitable materials. - 6 e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 7 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 8 sodium sulfate soundness per ASTM C88 9 4. Ballast Stone 10 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 11 b. May be unwashed ,.. 12 c. Free from significant silt clay or unsuitable materials 13 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 14 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 15 sodium sulfate soundness per ASTM C88 16 5. Acceptable Backfill Material 17 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 18 ASTM D2487 19 b. Free from deleterious materials,boulders over 6 inches in size and organics 20 c. Can be placed free from voids 21 d. Must have 20 percent passing the number 200 sieve 22 6. Blended Backfill Material 23 a. In-situ soils classified as SP, SM,GP or GM in accordance with ASTM D2487 H 24 b. Blended with in-situ or imported acceptable backfill material to meet the 25 requirements of an Acceptable Backfill Material 26 c. Free from deleterious materials,boulders over 6 inches in size and organics 27 d. Must have 20 percent passing the number 200 sieve 28 7. Unacceptable Backfill Material 29 a. In-situ soils classified as ML,MH,PT, OL or OH in accordance with ASTM 30 D2487 31 8. Select Fill 32 a. Classified as SC or CL in accordance with ASTM D2487 33 b. Liquid limit less than 35 34 c. Plasticity index between 8 and 20 35 9. Cement Stabilized Sand(CSS) 36 a. Sand 37 1) Shall be clean, durable sand meeting grading requirements for fine 38 aggregates of ASTM C33 and the following requirements: 39 a) Classified as SW, SP, or SM by the United Soil Classification System 40 of ASTM D2487 41 b) Deleterious materials 42 (1) Clay lumps,ASTM C 142, less than 0.5 percent 43 (2) Lightweight pieces,ASTM C123, less than 5.0 percent 44 (3) Organic impurities,ASTM C40, color no darker than standard 45 color 46 (4) Plasticity index of 4 or less when tested in accordance with ASTM 47 D4318. 48 b. Minimum of 4 percent cement content of Type I/11 portland cement CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] — Revised December 12,2016 3305 10-8 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL _.. Page 8 of 20 1 c. Water 2 1) Potable water, free of soils, acids,alkalis,organic matter or other TM 3 deleterious substances,meeting requirements of ASTM C94 4 d. Mix in a stationary pug mill, weigh-batch or continuous mixing plant. 5 e. Strength 6 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 7 D1633,Method A 8 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM - 9 D1633,Method A 10 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 11 that exceeds the maximum compressive strength shall be removed by the 12 Contractor for no additional compensation. 13 f. Random samples of delivered product will be taken in the field at point of 14 delivery for each day of placement in the work area. Specimens will be _ 15 prepared in accordance with ASTM D1632. 16 10. Controlled Low Strength Material(CLSM) 17 a. Conform to Section 03 34 13 ,- 18 11. Trench Geotextile Fabric 19 a. Soils other than ML or OH in accordance with ASTM D2487 20 1) Needle punch,nonwoven geotextile composed of polypropylene fibers 21 2) Fibers shall retain their relative position 22 3) Inert to biological degradation 23 4) Resist naturally occurring chemicals 24 5) UV Resistant 25 6) Mirafi 140N by Tencate,or approved equal 26 b. Soils Classified as ML or OH in accordance with ASTM D2487 27 1) High-tenacity monofilament polypropylene woven yarn 28 2) Percent open area of 8 percent to 10 percent 29 3) Fibers shall retain their relative position 30 4) Inert to biological degradation 31 5) Resist naturally occurring chemicals 32 6) UV Resistant 33 7) Mirafi FW402 by Tencate, or approved equal 34 12. Concrete Encasement 35 a. Conform to Section 03 30 00. 36 2.3 ACCESSORIES [NOT USED] 37 2.4 SOURCE QUALITY CONTROL [NOT USED] 38 PART 3- EXECUTION 39 3.1 INSTALLERS [NOT USED] 40 3.2 EXAMINATION 41 A. Verification of Conditions 42 1. Review all known, identified or marked utilities,whether public or private,prior to 43 excavation. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] = Revised December 12,2016 3305 10-9 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 9 of 20 1 2. Locate and protect all known, identified and marked utilities or underground 2 facilities as excavation progresses. 3 3. Notify all utility owners within the project limits 48 hours prior to beginning 4 excavation. 5 4. The information and data shown in the Drawings with respect to utilities is 6 approximate and based on record information or on physical appurtenances 7 observed within the project limits. 8 5. Coordinate with the Owner(s) of underground facilities. 9 6. Immediately notify any utility owner of damages to underground facilities resulting 10 from construction activities. 11 7. Repair any damages resulting from the construction activities. 12 B. Notify the City immediately of any changed condition that impacts excavation and 13 installation of the proposed utility. } 14 3.3 PREPARATION 15 A. Protection of In-Place Conditions 16 1. Pavement 17 a. Conduct activities in such a way that does not damage existing pavement that is 18 designated to remain. 19 1) Where desired to move equipment not licensed for operation on public 20 roads or across pavement,provide means to protect the pavement from all 21 damage. 22 b. Repair or replace any pavement damaged due to the negligence of the 23 contractor outside the limits designated for pavement removal at no additional 24 cost to the City. t 25 2. Drainage 26 a. Maintain positive drainage during construction and re-establish drainage for all 27 swales and culverts affected by construction. 28 3. Trees 29 a. When operating outside of existing ROW, stake permanent and temporary 30 construction easements. 31 b. Restrict all construction activities to the designated easements and ROW. 32 c. Flag and protect all trees designated to remain in accordance with Section 31 10 33 00. 34 d. Conduct excavation, embedment and backfill in a manner such that there is no 35 damage to the tree canopy. 36 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 37 specifically allowed by the City. 38 1) Pruning or trimming may only be accomplished with equipments 39 specifically designed for tree pruning or trimming. 40 f. Remove trees specifically designated to be removed in the Drawings in 41 accordance with Section 31 10 00. 42 4. Above ground Structures 43 a. Protect all above ground structures adjacent to the construction. 44 b. Remove above ground structures designated for removal in the Drawings in 45 accordance with Section 02 41 13 46 5. Traffic CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-10 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL r Page 10 of 20 1 a. Maintain existing traffic, except as modified by the traffic control plan,and in 2 accordance with Section 34 71 13. R 3 b. Do not block access to driveways or alleys for extended periods of time unless: 4 1) Alternative access has been provided 5 2) Proper notification has been provided to the property owner or resident 6 3) It is specifically allowed in the traffic control plan 7 c. Use traffic rated plates to maintain access until access is restored. 8 6. Traffic Signal—Poles,Mast Arms, Pull boxes, Detector loops - 9 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 10 excavation that could impact the operations of an existing traffic signal. 11 b. Protect all traffic signal poles, mast arms,pull boxes, traffic cabinets,conduit 12 and detector loops. 13 c. Immediately notify the City's Traffic Services Division if any damage occurs to 14 any component of the traffic signal due to the contractors activities. 15 d. Repair any damage to the traffic signal poles, mast arms,pull boxes,traffic 16 cabinets,conduit and detector loops as a result of the construction activities. 17 7. Fences 18 a. Protect all fences designated to remain. 19 b. Leave fence in the equal or better condition as prior to construction. 20 3.4 INSTALLATION T 21 A. Excavation 22 1. Excavate to a depth indicated on the Drawings. �. 23 2. Trench excavations are defined as unclassified. No additional payment shall be 24 granted for rock or other in-situ materials encountered in the trench. 25 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 26 and bracing in accordance with the Excavation Safety Plan. 27 4. The bottom of the excavation shall be firm and free from standing water. 28 a. Notify the City immediately if the water and/or the in-situ soils do not provide 29 for a firm trench bottom. 30 b. The City will determine if any changes are required in the pipe foundation or 31 bedding. 32 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 33 excavation shall not advance beyond the pipe placement so that the trench may be 34 backfilled in the same day. 35 6. Over Excavation 36 a. Fill over excavated areas with the specified bedding material as specified for 37 the specific pipe to be installed. r 38 b. No additional payment will be made for over excavation or additional bedding 39 material. 40 7. Unacceptable Backfill Materials _ 41 a. In-situ soils classified as unacceptable backfill material shall be separated from 42 acceptable backfill materials. 43 b. If the unacceptable backfill material is to be blended in accordance with this 44 Specification, then store material in a suitable location until the material is 45 blended. 46 c. Remove all unacceptable material from the project site that is not intended to be 47 blended or modified. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] �, Revised December 12,2016 3305 10-11 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 11 of 20 1 8. Rock-No additional compensation will be paid for rock excavation or other 2 changed field conditions. 3 B. Shoring, Sheeting and Bracing 4 1. Engage a Licensed Professional Engineer in the State of Texas to design a site y 5 specific excavation safety system in accordance with Federal and State 6 requirements. 7 2. Excavation protection systems shall be designed according to the space limitations 8 as indicated in the Drawings. 9 3. Furnish, put in place and maintain a trench safety system in accordance with the 10 Excavation Safety Plan and required by Federal, State or local safety requirements. -- 11 4. If soil or water conditions are encountered that are not addressed by the current 12 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 13 Texas to modify the Excavation Safety Plan and provide a revised submittal to the } 14 City. 15 5. Do not allow soil,or water containing soil,to migrate through the Excavation 16 Safety System in sufficient quantities to adversely affect the suitability of the 17 Excavation Protection System. Movable bracing, shoring plates or trench boxes 18 used to support the sides of the trench excavation shall not: 19 a. Disturb the embedment located in the pipe zone or lower _ 20 b. Alter the pipe's line and grade after the Excavation Protection System is 21 removed 22 c. Compromise the compaction of the embedment located below the spring line of 23 the pipe and in the haunching 24 C. Water Control 25 1. Surface Water 26 a. Furnish all materials and equipment and perform all incidental work required to 27 direct surface water away from the excavation. 28 2. Ground Water 29 a. Furnish all materials and equipment to dewater ground water by a method 30 which preserves the undisturbed state of the subgrade soils. 31 b. Do not allow the pipe to be submerged within 24 hours after placement. 32 c. Do not allow water to flow over concrete until it has sufficiently cured. 33 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 34 Control Plan if any of the following conditions are encountered: 35 1) A Ground Water Control Plan is specifically required by the Contract 36 Documents 37 2) If in the sole judgment of the City, ground water is so severe that an 38 Engineered Ground Water Control Plan is required to protect the trench or 39 the installation of the pipe which may include: 40 a) Ground water levels in the trench are unable to be maintained below 41 the top of the bedding 42 b) A firm trench bottom cannot be maintained due to ground water 43 c) Ground water entering the excavation undermines the stability of the 44 excavation. - 45 d) Ground water entering the excavation is transporting unacceptable 46 quantities of soils through the Excavation Safety System. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-12 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 12 of 20 1 e. In the event that there is no bid item for a Ground Water Control and the City 2 requires an Engineered Ground Water Control Plan due to conditions - 3 discovered at the site,the contractor will be eligible to submit a change order. 4 f. Control of ground water shall be considered subsidiary to the excavation when: 5 1) No Ground Water Control Plan is specifically identified and required in the 6 Contract Documents 7 g. Ground Water Control Plan installation, operation and maintenance 8 1) Furnish all materials and equipment necessary to implement,operate and 9 maintain the Ground Water Control Plan. 10 2) Once the excavation is complete, remove all ground water control 11 equipment not called to be incorporated into the work. 12 h. Water Disposal 13 1) Dispose of ground water in accordance with City policy or Ordinance. 14 2) Do not discharge ground water onto or across private property without 15 written permission. 16 3) Permission from the City is required prior to disposal into the Sanitary 17 Sewer. 18 4) Disposal shall not violate any Federal, State or local regulations. T 19 D. Embedment and Pipe Placement 20 1. Water Lines less than, or equal to, 12 inches in diameter: 4 21 a. The entire embedment zone shall be of uniform material. 22 b. Utility sand shall be generally used for embedment. 23 c. If ground water is in sufficient quantity to cause sand to pump,then use 24 crushed rock as embedment. 25 l) If crushed rock is not specifically identified in the Contract Documents, 26 then crushed rock shall be paid by the pre-bid unit price. 27 d. Place evenly spread bedding material on a firm trench bottom. ` 28 e. Provide firm,uniform bedding. 29 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 30 g. In no case shall the top of the pipe be less than 42 inches from the surface of the - 31 proposed grade,unless specifically called for in the Drawings. 32 h. Place embedment, including initial backfill, to a minimum of 6 inches,but not 33 more than 12 inches, above the pipe. - 34 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 35 the elevation of the valve nut. 36 j. Form all blocking against undisturbed trench wall to the dimensions in the 37 Drawings. 38 k. Compact embedment and initial backfill. 39 1. Place marker tape on top of the initial trench backfill in accordance with 40 Section 33 05 26. 41 2. Water Lines 16-inches through 24-inches in diameter: 42 a. The entire embedment zone shall be of uniform material. 43 b. Utility sand may be used for embedment when the excavated trench depth is 44 less than 15 feet deep. 45 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 46 trench depths 15 feet, or greater. 47 d. Crushed rock shall be used for embedment for steel pipe. 48 e. Provide trench geotextile fabric at any location where crushed rock or fine 49 crushed rock come into contact with utility sand CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-13 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 13 of 20 1 f. Place evenly spread bedding material on a firm trench bottom. 2 g. Provide firm, uniform bedding. 3 1) Additional bedding may be required if ground water is present in the 4 trench. 5 2) If additional crushed rock is required not specifically identified in the } 6 Contract Documents,then crushed rock shall be paid by the pre-bid unit 7 price. 8 h. Place pipe on the bedding according to the alignment shown on the Drawings. 4. 9 i. The pipe line shall be within: 10 1) f3 inches of the elevation on the Drawings for 16-inch and 24-inch water 11 lines _ 12 j. Place and compact embedment material to adequately support haunches in 13 accordance with the pipe manufacturer's recommendations. 14 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 15 but not more than 12 inches,above the pipe. 16 1. Where gate valves are present,the initial backfill shall extend to up to the valve 17 nut. 18 in. Compact the embedment and initial backfill to 95 percent Standard Proctor �- 19 ASTM D 698. 20 n. Density test may be performed by City to verify that the compaction of 21 embedment meets requirements. - 22 o. Place trench geotextile fabric on top of the initial backfill. 23 p. Place marker tape on top of the trench geotextile fabric in accordance with 24 Section 33 05 26. 25 3. Water Lines 30-inches and greater in diameter 26 a. The entire embedment zone shall be of uniform material. 27 b. Crushed rock shall be used for embedment. ,w 28 c. Provide trench geotextile fabric at any location where crushed rock or fine 29 crushed rock come into contact with utility sand. 30 d. Place evenly spread bedding material on a firm trench bottom. 31 e. Provide firm,uniform bedding. 32 1) Additional bedding may be required if ground water is present in the 33 trench. 34 2) If additional crushed rock is required which is not specifically identified in 35 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 36 price. 37 f. Place pipe on the bedding according to the alignment shown on the Drawings. 38 g. The pipe line shall be within: 39 1) fl inch of the elevation on the Drawings for 30-inch and larger water lines 40 h. Place and compact embedment material to adequately support haunches in — 41 accordance with the pipe manufacturer's recommendations. 42 i. For steel pipe greater than 30 inches in diameter,the initial embedment lift shall 43 not exceed the spring line prior to compaction. 44 j. Place remaining embedment, including initial backfill,to a minimum of 6 45 inches,but not more than 12 inches,above the pipe. 46 k. Where gate valves are present,the initial backfill shall extend to up to the valve 47 nut. 48 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 49 ASTM D 698. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-14 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 14 of 20 1 in. Density test may be performed by City to verify that the compaction of 2 embedment meets requirements. 3 n. Place trench geotextile fabric on top of the initial backfill. 4 o. Place marker tape on top of the trench geotextile fabric in accordance with 5 Section 33 05 26. 6 4. Sanitary Sewer Lines and Storm Sewer Lines(HDPE) 7 a. The entire embedment zone shall be of uniform material. 8 b. Crushed rock shall be used for embedment. - 9 c. Place evenly spread bedding material on a firm trench bottom. 10 d. Spread bedding so that lines and grades are maintained and that there are no 11 sags in the sanitary sewer pipe line. 12 e. Provide firm,uniform bedding. 13 1) Additional bedding may be required if ground water is present in the 14 trench. 15 2) If additional crushed rock is required which is not specifically identified in 16 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 17 price. 18 f. Place pipe on the bedding according to the alignment shown in the Drawings. 19 g. The pipe line shall be within±0.1 inches of the elevation,and be consistent 20 with the grade shown on the Drawings. 21 h. Place and compact embedment material to adequately support haunches in 22 accordance with the pipe manufacturer's recommendations. 23 i. For sewer lines greater than 30 inches in diameter,the embedment lift shall not 24 exceed the spring line prior to compaction. 25 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 26 but not more than 12 inches, above the pipe. 27 k. Compact the embedment and initial backfill to 95 percent Standard Proctor - 28 ASTM D 698. 29 1. Density test may be performed by City to verify that the compaction of 30 embedment meets requirements. 31 in. Place trench geotextile fabric on top of the initial backfill. 32 n. Place marker tape on top of the trench geotextile fabric in accordance with 33 Section 33 05 26. 34 5. Storm Sewer(RCP) 35 a. The bedding and the pipe zone up to the spring line shall be of uniform 36 material. 37 b. Crushed rock shall be used for embedment up to the spring line. 38 c. The specified backfill material may be used above the spring line. 39 d. Place evenly spread bedding material on a firm trench bottom. 40 e. Spread bedding so that lines and grades are maintained and that there are no 41 sags in the storm sewer pipe line. 42 f. Provide firm,uniform bedding. 43 1) Additional bedding may be required if ground water is present in the 44 trench. 45 2) If additional crushed rock is required which is not specifically identified in 46 the Contract Documents, then crushed rock shall be paid by the pre-bid unit - 47 price. 48 g. Place pipe on the bedding according to the alignment of the Drawings. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] = Revised December 12,2016 3305 10-15 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 15 of 20 1 h. The pipe line shall be within f0.1 inches of the elevation, and be consistent 2 with the grade, shown on the Drawings. ` 3 i. Place embedment material up to the spring line. 4 1) Place embedment to ensure that adequate support is obtained in the haunch. 5 j. Compact the embedment and initial backfill to 95 percent Standard Proctor -- 6 ASTM D 698. 7 k. Density test may be performed by City to verify that the compaction of 8 embedment meets requirements. 9 1. Place trench geotextile fabric on top of pipe and crushed rock. 10 6. Storm Sewer Reinforced Concrete Box 11 a. Crushed rock shall be used for bedding. 12 b. The pipe zone and the initial backfill shall be: 13 1) Crushed rock,or 14 2) Acceptable backfill material compacted to 95 percent Standard Proctor 15 density 16 c. Place evenly spread compacted bedding material on a firm trench bottom. 17 d. Spread bedding so that lines and grades are maintained and that there are no 18 sags in the storm sewer pipe line. 19 e. Provide firm,uniform bedding. 20 1) Additional bedding may be required if ground water is present in the 21 trench. 22 2) If additional crushed rock is required which is not specifically identified in 23 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 24 price. 25 f. Fill the annular space between multiple boxes with crushed rock,CLSM 26 according to 03 34 13. 27 g. Place pipe on the bedding according to the alignment of the Drawings. 28 h. The pipe shall be within f0.1 inches of the elevation,and be consistent with the 29 grade, shown on the Drawings. 30 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 31 D698. 32 7. Water Services(Less than 2 Inches in Diameter) 33 a. The entire embedment zone shall be of uniform material. 34 b. Utility sand shall be generally used for embedment. 35 c. Place evenly spread bedding material on a firm trench bottom. 36 d. Provide firm,uniform bedding. 37 e. Place pipe on the bedding according to the alignment of the Plans. 38 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 39 8. Sanitary Sewer Services 40 a. The entire embedment zone shall be of uniform material. 41 b. Crushed rock shall be used for embedment. 42 c. Place evenly spread bedding material on a firm trench bottom. 43 d. Spread bedding so that lines and grades are maintained and that there are no 44 sags in the sanitary sewer pipe line. 45 e. Provide firm,uniform bedding. 46 1) Additional bedding may be required if ground water is present in the 47 trench. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-16 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 16 of 20 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents,then crushed rock shall be paid by the pre-bid unit R 3 price. 4 f. Place pipe on the bedding according to the alignment of the Drawings. 5 g. Place remaining embedment, including initial backfill,to a minimum of 6 6 inches,but not more than 12 inches,above the pipe. 7 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 8 i. Density test may be required to verify that the compaction meets the density 9 requirements. 10 E. Trench Backfill 11 1. At a minimum,place backfill in such a manner that the required in-place density - 12 and moisture content is obtained, and so that there will be no damage to the surface, 13 pavement or structures due to any trench settlement or trench movement. 14 a. Meeting the requirement herein does not relieve the responsibility to damages 15 associated with the Work. 16 2. Backfill Material 17 a. Final backfill depth less than 15 feet 18 1) Backfill with: 19 a) Acceptable backfill material 20 b) Blended backfill material,or - 21 c) Select backfill material, CSS,or CLSM when specifically required 22 b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 23 1) Backfill depth from 0 to 15 feet deep 24 a) Backfill with: 25 (1) Acceptable backfill material 26 (2) Blended backfill material, or 27 (3) Select backfill material,CSS,or CLSM when specifically required 28 2) Backfill depth from 15 feet and greater 29 a) Backfill with: 30 (1) Select Fill 31 (2) CSS, or 32 (3) CLSM when specifically required 33 c. Final backfill depth 15 feet or greater: (not under pavement or future pavement) 34 1) Backfill with: 35 a) Acceptable backfill material,or 36 b) Blended backfill material 37 d. Backfill for service lines: 38 1) Backfill for water or sewer service lines shall be the same as the 39 requirement of the main that the service is connected to. 40 3. Required Compaction and Density 41 a. Final backfill(depths less than 15 feet) 42 1) Compact acceptable backfill material,blended backfill material or select 43 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 44 moisture content within-2 to+5 percent of the optimum moisture. 45 2) CSS or CLSM requires no compaction. r 46 b. Final backfill(depths 15 feet and greater/under existing or future pavement) 47 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 48 ASTM D 698 at moisture content within-2 to+5 percent of the optimum 49 moisture. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-17 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 17 of 20 1 2) CSS or CLSM requires no compaction. 2 c. Final backfill(depths 15 feet and greater/not under existing or future pavement) 3 1) Compact acceptable backfill material blended backfill material, or select 4 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 5 moisture content within-2 to+5 percent of the optimum moisture. 6 4. Saturated Soils 7 a. If in-situ soils consistently demonstrate that they are greater than 5 percent over 8 optimum moisture content, the soils are considered saturated. 9 b. Flooding the trench or water jetting is strictly prohibited. 10 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 11 Appendix, Contractor shall proceed with Work following all backfill - 12 procedures outlined in the Drawings for areas of soil saturation greater than 5 13 percent. 14 d. If saturated soils are encountered during Work but not identified in Drawings or 15 Geotechnical Report in the Appendix: 16 1) The Contractor shall: 17 a) Immediately notify the City. 18 b) Submit a Contract Claim for Extra Work associated with direction from 19 City. 20 2) The City shall: 21 a) Investigate soils and determine if Work can proceed in the identified 22 location. 23 b) Direct the Contractor of changed backfill procedures associated with 24 the saturated soils that may include: -- 25 (1) Imported backfill 26 (2) A site specific backfill design 27 5. Placement of Backfill 28 a. Use only compaction equipment specifically designed for compaction of a 29 particular soil type and within the space and depth limitation experienced in the 30 trench. 31 b. Flooding the trench or water setting is strictly prohibited. 32 c. Place in loose lifts not to exceed 12 inches. 33 d. Compact to specified densities. 34 e. Compact only on top of initial backfill,undisturbed trench or previously 35 compacted backfill. 36 f. Remove any loose materials due to the movement of any trench box or shoring 37 or due to sloughing of the trench wall. 38 g. Install appropriate tracking balls for water and sanitary sewer trenches in 39 accordance with Section 33 05 26. _ 40 6. Backfill Means and Methods Demonstration 41 a. Notify the City in writing with sufficient time for the City to obtain samples 42 and perform standard proctor test in accordance with ASTM D698. 43 b. The results of the standard proctor test must be received prior to beginning 44 excavation. 45 c. Upon commencing of backfill placement for the project the Contractor shall 46 demonstrate means and methods to obtain the required densities. 47 d. Demonstrate Means and Methods for compaction including: 48 1) Depth of lifts for backfill which shall not exceed 12 inches 49 2) Method of moisture control for excessively dry or wet backfill CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-18 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 18 of 20 1 3) Placement and moving trench box, if used 2 4) Compaction techniques in an open trench 3 5) Compaction techniques around structure 4 e. Provide a testing trench box to provide access to the recently backfilled 5 material. 6 f. The City will provide a qualified testing lab full time during this period to 7 randomly test density and moisture continent. 8 1) The testing lab will provide results as available on the job site. 9 7. Varying Ground Conditions 10 a. Notify the City of varying ground conditions and the need for additional 11 proctors. 12 b. Request additional proctors when soil conditions change. 13 c. The City may acquire additional proctors at its discretion. 14 d. Significant changes in soil conditions will require an additional Means and 15 Methods demonstration. 16 3.5 REPAIR [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Proctors 21 a. The City will perform Proctors in accordance with ASTM D698. 22 b. Test results will generally be available to within 4 calendar days and distributed 23 to: 24 1) Contractor _ 25 2) City Project Manager 26 3) City Inspector 27 4) Engineer 28 c. Notify the City if the characteristic of the soil changes. 29 d. City will perform new proctors for varying soils: 30 1) When indicated in the geotechnical investigation in the Appendix 31 2) If notified by the Contractor 32 3) At the convenience of the City 33 e. Trenches where different soil types are present at different depths,the proctors 34 shall be based on the mixture of those soils. 35 2. Density Testing of Backfill 36 a. Density Tests shall be in conformance with ASTM D2922. 37 b. Provide a testing trench protection for trench depths in excess of 5 feet. 38 c. Place, move and remove testing trench protection as necessary to facilitate all 39 test conducted by the City. 40 d. For final backfill depths less than 15 feet and trenches of any depth not under 41 existing or future pavement: 42 1) The City will perform density testing twice per working day when 43 backfilling operations are being conducted. 44 2) The testing lab shall take a minimum of 3 density tests of the current lift in 45 the available trench. 46 e. For final backfill depths 15 feet and greater deep and under existing or future 47 pavement: CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-19 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 19 of 20 1 1) The City will perform density testing twice per working day when 2 backfilling operations are being conducted. 3 2) The testing lab shall take a minimum of 3 density tests of the current lift in 4 the available trench. 5 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 6 f. Make the excavation available for testing. 7 g. The City will determine the location of the test. 8 h. The City testing lab will provide results to Contractor and the City's Inspector 9 upon completion of the testing. 10 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 11 j. Test reports shall include: _ 12 1) Location of test by station number 13 2) Time and date of test 14 3) Depth of testing 15 4) Field moisture v 16 5) Dry density 17 6) Proctor identifier 18 7) Percent Proctor Density LL 19 3. Density of Embedment 20 a. Storm sewer boxes that are embedded with acceptable backfill material, 21 blended backfill material, cement modified backfill material or select material 22 will follow the same testing procedure as backfill. 23 b. The City may test fine crushed rock or crushed rock embedment in accordance 24 with ASTM D2922 or ASTM 1556. 25 B. Non-Conforming Work 26 1. All non-conforming work shall be removed and replaced. 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] = 33 3.14 ATTACHMENTS [NOT USED] 34 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2 -Added Item for Concrete Encasement for Utility Lines Various Sections—Revised Depths to Include 15'and greater 12/20/2012 D.Johnson 3.3.A—Additional notes for pavement protection and positive drainage. 3.4.E.2—Added requirements for backfill of service lines. 3.4.13.5—Added language prohibiting flooding of trench CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 12,2016 3305 10-20 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 20 of 20 1.2.A.3—Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D.Johnson quantity 2.2.A—Added language for concrete encasement 12/12/16 Z.Arega 2.2.A.l.d Modify gradation for sand material 1 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December I2,2016 3341 10-1 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 1 of 12 1 SECTION 33 4110 2 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS -- 3 PART 1 - GENERAL 4 1.1 SUMMARY y 5 A. Section Includes: 6 1. Furnishing and installing reinforced concrete storm drain pipe and culverts, 7 including: 8 a. Pipe or box fittings 9 b. Connection of drain lines to curb inlets 10 c. All joints 11 d. All connections to new or existing pipe or headwalls, manholes, etc.,to the 12 lines and grades shown on the Drawings 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 3. Section 33 0131 —Closed Circuit Television(CCTV)Inspection 19 4. Section 03 30 00—Cast-in-Place Concrete 20 5. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 21 6. Section 33 05 23—Hand Tunneling 22 7. Section 03 34 13 -Controlled Low Strength Material(CLSM) 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Reinforced Concrete Storm Drain Pipe 26 a. Measurement 27 1) Measured along the longitudinal centerline of the pipe from the initial 28 beginning point as shown on Drawings to the end of construction as shown 29 on Drawings, excluding inside diameters of any manholes encountered 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under"Measurement"will be paid for-at the unit 33 s follows: 34 a) Various sizes 3341.0100 12" RCP,Class III—per linear footVar-ieas 35 elasses 3341.0103 18" RCP,Class III—per linear foot 36 c. The price bid shall include: 37 1) Furnishing and installing the specified diameter pipe and appurtenant 38 fittings 39 2) Mobilization 40 3) Pavement removal 41 4) Excavation CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 3341 10-2 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 2 of 12 1 5) Hauling 2 6) Disposal of excess material 3 7) Furnishing,placement and compaction of embedment 4 8) Furnishing,placement and compaction of backfill 5 9) Gaskets 6 10) Clean-up 7 11) Cleaning 8 12) Jointing 9 13) Connections to all drainage structures 10 14) bedding 11 12 a: Measwoment 13 4} 14 beginning Pei-at as shown on DFawings to the and Of rA;;qtR-0#iA4; as shewfl 15 , 16 1} payffiefft 17 4) 18 "40,411 be paid fef a4 t-h-e- 4—mit ` 19 . 20 a) Vafieas-sues 21 . 22 4} 23 €it40gs 24 21) Mobilization 25 3) 26 4) ExeRA,otion 27 $) 14ag 28 g} 29 , 30 84 Pufflishing, 31 s3) baskets 32 40)Clean up 33 443 Cleaning 34 4�4 jointing 35 4-3} 36 1.3 REFERENCES 37 A. Reference Standards 38 1. Reference standards cited in this Specification refer to the current reference 39 standard published at the time of the latest revision date logged at the end of this 40 Specification,unless a date is specifically cited. 41 2. American Association of State Highway and Transportation Officials(AASHTO): 42 a. T111, Inorganic Matter or Ash in Bituminous Materials. 43 3. ASTM International(ASTM): 44 a. A185, Standard Specification for Steel Welded Wire Reinforcement,Plain,for 45 Concrete. 46 b. A497, Standard Specification for Steel Welded Wire Reinforcement,Deformed, 47 for Concrete. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 334110-3 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS - Page 3 of 12 1 c. C76, Standard Specification for Reinforced Concrete Culvert, Storm Drain, and 2 Sewer Pipe. 3 d. C361, Standard Specification for Reinforced Concrete Low-Head Pressure 4 Pipe. 5 e. C443, Standard Specification for Joints for Concrete Pipe and Manholes,Using 6 Rubber Gaskets. 7 f. C497, Standard Test Methods for Concrete Pipe,Manhole Sections, or Tile. 8 g. C506, Standard Specification for Reinforced Concrete Arch Culvert, Storm 9 Drain, and Sewer Pipe. 10 h. C507, Standard Specification for Reinforced Concrete Elliptical Culvert, Storm 11 Drain, and Sewer Pipe. 12 i. C990, Standard Specification for Joints for Concrete Pipe, Manholes,and 13 Precast Box Sections Using Preformed Flexible Joint Sealants. 14 j. C1433, Standard Specification for Precast Reinforced Concrete Monolithic Box 15 Sections for Culverts, Storm Drains,and Sewers. 16 k. D4, Standard Test Method for Bitumen Content. 17 1. D6, Standard Test Method for Loss on Heating of Oil and Asphaltic 18 Compounds. 19 m. D36, Standard Test Method for Softening Point of Bitumen(Ring-and-Ball 20 Apparatus). 21 n. D71, Standard Test Method for Relative Density of Solid Pitch and Asphalt -' 22 (Displacement Method). 23 o. D92, Standard Test Method for Flash and Fire Points by Cleveland Open Cup 24 Tester. 25 p. D113, Standard Test Method for Ductility of Bituminous Materials. 26 q. D217, Standard Test Methods for Cone Penetration of Lubricating Grease. 27 4. TxDOT Test Procedures(Tex): 28 a. Tex-7044,Making, Curing, and Testing Compression Test Specimens for 29 Precast Concrete 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMITTALS 32 A. Submittals shall be in accordance with Section 01 33 00. 33 B. All submittals shall be approved by the City prior to delivery. 34 1.6 ACTION SUBMITTALS/INFORMATION SUBMITTALS 35 A. Certificates 36 1. Furnish manufacturer's certificate of compliance that their product meets the -- 37 physical testing requirements of this Specification for the materials referenced 38 including,but not limited to: 39 a. Reinforced concrete pipe 40 b. Concrete box culvert 41 c. Jointing materials CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 3341 10-4 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 4 of 12 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] l 4 1.10 DELIVERY,STORAGE,AND HANDLING 5 A. Storage and Handling Requirements 6 1. Secure and maintain a location to store the material in accordance with Section 01 7 6600. 8 2. Keep pipe clean and fully drained during storage. 9 3. Transport,handle and store pipe and fittings as recommended by manufacturer. 10 4. Repair or replace any damaged pipe before installation per the manufacturer's 11 recommendation. 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS 15 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 16 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 17 A. Fabrication 18 1. Precast Reinforced Concrete Pipe 19 a. Provide precast storm sewer pipe that conforms to ASTM C76,ASTM C506 or 20 ASTM C507 for circular, arch or elliptical pipe respectively. 21 b. Utilize a machine made process or cast by a process that will provide uniform 22 placement of a mixture of cement, aggregate and water proportional to provide 23 a homogeneous concrete meeting the specified strength requirements. 24 c. Mix concrete in a central batch plant or other approved batching facility where 25 the quality and uniformity of the concrete is assured. 26 d. Do not use transit mixed concrete to manufacture precast concrete pipe. 27 28 a-. f 29 4} 30 b- R4:esagt 31 4} 32 -2} 33 , 34 35 36 3} 37 4) Utilize minimum 4:70 peu*ds of eefaea4 pef oubie yffd ef eenefete unless 38 39 . CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 334110-5 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS t Page 5 of 12 1 -5) 2 . 3 63 4 5 a) 6 of AST-44- nnm 7 3. Jointing Materials 8 a. Use any of the materials described in this Section for the making of joints. r 9 1) Furnish a manufacturer's certificate of compliance for all jointing materials. 10 2) Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants 11 a) Provide flexible joint sealants that meet the requirements of .. 12 ASTM C990. 13 b) Utilize 1 continuous gasket conforming to the joint shape for each joint. 14 c) Plastic gasket shall be produced from blends of refined hydrocarbon - 15 resins and plasticizing compounds reinforced with inert mineral filler 16 and shall contain no solvents, irritating fumes or obnoxious odors. 17 d) Use flexible joint sealants that do not depend on oxidizing, evaporating 18 or chemical action for its adhesive or cohesive strength. 19 e) Supply in extruded rope form of suitable cross section and size as to fill 20 the joint space when the pipes are joined. 21 f) Provide a size of the pre-formed flexible joint sealant in accordance 22 with the manufacturer's recommendations and large enough to properly 23 seal the joint and obtain the squeeze out as described under 24 construction methods. - 25 g) The gasket joint sealer shall be protected by a suitable removable 2- 26 piece wrapper, and the 2-piece wrapper shall be so designed that 1/2 may 27 be removed longitudinally without disturbing the other 1/2 to facilitate 28 application as noted below. 29 h) The chemical composition of the gasket joint sealing compound as 30 shipped shall meet the requirements of Table 1 when tested in 31 accordance with the test methods shown. 32 33 Table 1. Sealing Compound Chemical Composition Composition Test Method Percent by Weight Bitumen ASTM D4 Bitumen Content 50-70 Ash-Inert Mineral Matter AASHTO T111 30-50 Volatile Matter at 325 degrees F ASTM D6 Loss on Heating of 2.0 Max Oil and Asphaltic Compounds 34 35 i) Gasket joint sealing compound when immersed for 30 days at ambient - 36 room temperature separately in 5 percent solution of caustic potash, a 37 mixture of 5 percent hydrochloric acid, a 5 percent solution of sulfuric 38 acid and a saturated hydrogen sulfide(HZS)solution shall show no 39 visible deterioration. 40 j) The physical properties of the gasket joint sealing compound as 41 shipped shall meet the requirements in Table 2 when tested in 42 accordance with the test methods shown. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ,� Revised July 1,2011 3341 10-6 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 6 of 12 1 Table 2. Sealing Compound Physical Properties Property Test Method Typical Analysis -Specific Gravity at 77 degrees F ASTM D71 1.20 to 1.35 -Ductility at 77 degrees F ASTM D113 5.0 centimeters minimum '— -Softening Point at 77 degrees F ASTM D36 320 degrees F minimum Penetration 32 degrees F 300- s 60-seconds 75 minimum " 77 degrees F 150- ms 5-seconds ASTM D217 50 to 120 115 degrees F 150- s 5-seconds 150 max Flash Point C.O.C. 600 degrees F Fire Point C.O.0 ASTM D92 625 degrees F 2 3) Rubber Gaskets 3 a) Provide gaskets that conform to ASTM C361 or ASTM C443. 4 b) Meet the requirements of ASTM C443 for design of the joints and 5 permissible variations in dimensions. 6 B. Design Criteria 7 1. Reinforced Concrete Pipe 8 a. Unless otherwise indicated on the Drawings, furnish Class III concrete pipe 9 with shell thickness, circumferential reinforcement and strength conforming to 10 the requirements of ASTM C76,ASTM C506 or ASTM C507 for circular, arch 11 or elliptical pipe respectively, except as modified below: 12 1) Manufacture pipes larger than 60-inch diameter by using 2 lines of circular 13 reinforcement. 14 2) For Class III pipes larger than 60-inch diameter,manufacturer may,at its �. 15 option, furnish pipe manufactured with either Wall "B" or Wall"C" 16 minimum thicknesses and the applicable minimum steel area as listed for 17 circular cages in Table II of ASTM C76,provided test strength 18 requirements for Class III pipe are satisfactorily met. 19 b. Jacking, Boring, or Tunneling 20 1) Design pipe for jacking,boring or tunneling conforming to the 21 requirements of Section 33 05 23. 22 2) When requested,provide design notes and drawings signed and sealed by a 23 Texas licensed professional engineer. r 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL 26 A. Tests and Inspections 27 1. Reinforced Concrete Pipe 28 a. Acceptance of pipe will be determined by the results of the following tests: 29 1) Material tests required in ASTM C76,ASTM C506 or ASTM C507. 30 2) Absorption tests in accordance with ASTM C497. 31 3) 3-edge bearing tests in accordance with ASTM C497. _- 32 a) Testing Rate 33 (1) If tested for 0.01-inch crack only: 34 (a) Test 0.8 percent of pipe sections for each size included in order 35 (2) If tested for 0.01-inch crack and ultimate load: CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July I,2011 3341 10-7 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS -. Page 7 of 12 1 (a) Test 0.2 percent of pipe sections for each size included in order _ 2 b) Pipes that have been tested only to the formation of a 0.01 inch crack 3 and that meet the 0.01 inch test load requirements shall be accepted for 4 use. 5 c) Failed Pipe 6 (1) Test 2 consecutive joints in the same mix series if a specimen fails 7 to meet test requirements. 8 (2) Entire pipe series will be rejected if 1 of the consecutive joints fails - 9 to meet test requirements. 10 d) Pipes larger than 1 inch in diameter may be accepted on the basis of 11 material tests and inspection of completed product as an alternate to 3- 12 edge bearing test, at the option of the manufacturer. 13 (1) Acceptance of pipe will be determined by the results of the material 14 tests as required in ASTM C76, ASTM C506 or ASTM C507. _ 15 (a) Perform crushing tests on cores taken from barrel of completed 16 and cured pipe. 17 (b) Perform absorption tests on samples from pipe wall. 18 (c) Inspect finished pipe including amount and placement of 19 reinforcement. 20 (2) Manufacturer will furnish facilities and personnel for taking core 21 samples from pipe barrel and for determining compressive strength 22 of samples. 23 (3) Manufacturer will plug and seal core holes if samples meet strength 24 requirements. 25 (a) Plug and seal sections in a manner that the pipe section will 26 meet all test requirements of ASTM C76,ASTM C506 or 27 ASTM C507. 28 (b) Pipe sections plugged and sealed as described above will be 29 accepted for use. 30 4) Inspect the finished pipe to determine its conformance with the required 31 design. 32 -2-. Cast in Plaee Genefete BE)*QilveA 33 a 35 a-. Make test speeifneas in test eyhodefs at the saffw tifne Mand-iffl-the -saffie mafmef- 36 . 37 b- day's 38desiga. 39 s- 40 resent. 41 42 B. Sizes and Permissible Variations 43 1. Reinforced Concrete Pipe 44 a. Ensure that variations in diameter, size, shape,wall thickness,reinforcement, 45 placement of reinforcement, laying length and the permissible under run of 46 length are in accordance with the applicable ASTM Specification for each type 47 of pipe as referred to previously. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 334110-8 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 8 of 12 1 b. Where rubber gasket pipe joints are to be used,the design of joints and 2 permissible variations in dimensions shall be in accordance with ASTM C443, 3 Sections 7 and 8. 5 . 6 4} 7 e e encs 1....., a 41an !Q : ehor- 1 Pe ent ...t ieheyer-i eat 8 2) The 1hor-4-icenta4 of plane a4 eaek end of the be*seetion does net vafy 9 , 10 ,fneasur-ed an the inside faees of the seetion 11 ,r 12 , 13 . 14 13 m 15 , 16 . 17 4-} if PF8P0Fj8iHtiflg is fi8t affftt8d, 18 . 19 20 Atted at the plant or-job site and the jeifA opening at afty point deas not expeed 21 1--i;;rh 22 4} 23 in-this 24 C. Workmanship and Finish 25 1. Reinforced Concrete Pipe 26 a. Ensure that pipe is substantially free from fractures, large or deep cracks and _ 27 surface roughness. 28 b. Ensure that ends of pipe are normal to the walls and centerline of the pipe 29 within the limits of variations allowed as stated previously. n 31 a- Pin-ea A-iffi-eks At*the sof&ee of the faember--t—h-at de iffet ewtood to the plane ef the 32 33 34 13 35 36dafnage, 37 ,PFOPM54iftiShed and 38 . 39 e , diseentimle 40 41 :tea 42 D. Curing 43 1. Cure pipe/box in accordance with the applicable ASTM Specification for each type 44 of pipe as referred to above. 45 E. Marking 46 1. Reinforced Concrete Pipe 47 a. Clearly mark the following information on each section of pipe: CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 3341 10-9 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 9 of 12 1 1) Class of pipe 2 2) ASTM designation 3 3) Date of manufacture 4 4) Identification of plant 5 5) Name or trademark of the manufacturer 6 6) Pipe to be used for jacking and boring 7 b. For pipe with elliptical reinforcement, in addition to above,clearly mark 1 end 8 of each section during the process of manufacture or immediately after with the - 9 following: 10 1) The location of the top or bottom of the pipe as it should be installed, 11 unless the external shape of the pipe is such that the correct position of the 12 top and bottom is obvious 13 2) Mark the pipe section by indenting or painting with waterproof paint. 14 v 15 a-. Maf4 Pr-eeast beres with the following- 16 4) 17 4) Date Afmam chehing 18 34 Re4si;;e 19 4) Miaifpmm an- maximilm A411 heights 20 1 , 21 22 23 t- 24 F. Pipe/Box Rejection 25 1. Individual sections of pipe/box may be rejected if any of the Specification 26 requirements are not met or if any of the following exist: 27 a. Fractures or cracks passing through the shell,with the exception of a single end 28 crack that does not exceed the depth of the joint 29 b. Defects that indicate imperfect proportioning, mixing and molding 30 c. Surface defects indicating honeycombed or open texture 31 d. Damaged ends which would prevent making a satisfactory joint 32 e. Any continuous crack having a surface width of 0.01 inch or more and 33 extending for a length of 12 inch or more 34 2. Mark rejected pipe/box with painted"REJECTED". 35 3. Remove rejected pipe/box immediately from job site and replace with pipe/box 36 meeting the requirements of this Specification. 37 PART 3 - EXECUTION 38 3.1 INSTALLERS [NOT USED] 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 INSTALLATION 42 A. General CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 3341 10-10 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS — Page 10 of 12 1 1. Conform to the requirements of Section 33 05 10 for excavation and embedment for 2 open-cut type installation. 3 2. Conform to the requirements of Section 33 05 23 when jacking,boring or tunneling 4 methods are specified on Drawings. 5 3. Establish and maintain lines and grades. 6 B. Pipe/Box Laying—Trench Installation 7 1. Ensure that pipe/box and fittings are laid and jointed in firm trench bottom 8 conditions. 9 2. Start laying pipe/box on the bedding at the outlet or downstream end with the spigot 10 or tongue end of the pipe joint pointing downstream, and proceed toward the inlet - 11 or upstream end with the abutting sections properly matched,true to the established 12 lines and grades. 13 3. Provide appropriate facilities for hoisting and lowering the sections of pipe/box 14 according to manufacturer's recommendation. 15 4. Lift and lower sections of pipe/box into trench without damaging pipe or disturbing 16 the prepared bedding or sides of trench. 17 5. Carefully clean pipe/box ends before pipe is placed in trench. 18 6. Protect pipe/box open end to prevent entrance of earth or bedding material as each 19 length of pipe/box is laid. 20 7. Fit,match and lay pipe/box to form a smooth,uniform conduit. 21 8. When elliptical pipe with circular reinforcing or circular pipe with elliptical v 22 reinforcing is used, lay the pipe in trench so that the markings for top or bottom are 23 not more than 5 degrees from the vertical plane through the longitudinal axis of the 24 pipe 25 9. Remove and re-lay,without extra compensation,pipe/box that is not in alignment 26 or that shows excessive settlement after laying. 27 E- Multiple gaffe!Box Qalvef4 Plaeeffient 28 4- 29 X.- 30 31 32 . 33 3.r Fit,mateh and lay boxes to fefm a smooth, = 34 Ii esnd grades 35 D. Jointing — 36 1. Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants 37 a. Brush-apply a suitable primer,recommended by the manufacturer of the gasket 38 joint sealer,to tongue and groove joint surfaces and end surfaces. 39 1) Ensure that surface to be primed is clean and dry when primer is applied. 40 2) Ensure that primer is not applied over mud, sand, dirt or sharp cement 41 protrusions. 42 3) Allow primer to dry and harden. 43 b. Attach plastic gasket sealer around tapered tongue or tapered groove near the 44 pipe joint hub or shoulder,before laying pipe in trench. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 3341 10-11 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 11 of 12 1 c. Remove paper wrapper from 1 side only of the 2-piece wrapper on gasket and 2 press it firmly to the clean, dry pipe joint surface. 3 1) Do not remove the outside wrapper until immediately before pushing pipe 4 into its final position. 5 d. Align the tongue correctly with the flare of the groove. 6 e. Remove outside wrapper on the gasket and pull or push pipe home with 7 sufficient force(back hoe shovel,chain hoist, ratchet hoist or winch)to cause 8 evidence of gasket material squeeze-out on inside or outside around complete 9 pipe joint circumference. 10 1) Remove any joint material that pushed out into the interior of pipe. 11 2) Ensure that pipe is pulled home in a straight line with all parts of pipe on 12 line and grade at all times. 13 f. Proceed with backfilling of pipe laid with plastic gasket joints as soon as joint 14 has been inspected and approved by the Engineer or Inspector. 15 1) Take special precautions in placing and compacting backfill to avoid + 16 damage to joints. 17 g. When the atmospheric temperature is below 60 degrees F, store pre-formed 18 flexible joint sealants in an area warmed to above 70°degrees F or artificially ` 19 warmed to this temperature in a manner satisfactory to the Engineer. 20 1) Apply gaskets to pipe joints immediately prior to placing pipe in trench, 21 followed by connection to previously laid pipe. 22 2. Rubber Gaskets 23 a. Make the joint assembly according to the recommendations of the gasket 24 manufacturer. - 25 b. When using rubber gaskets, make joints watertight. 26 c. Backfill after the joint has been inspected and approved. 27 E. Backfill 28 1. Conform to the requirements of Section 33 05 10 for backfilling pipe/box trenches. 29 F. Pipe fittings 30 1. Poured Concrete Pipe Collars 31 a. Provide collars for locations shown on Drawings. 32 b. Collar cost is considered subsidiary to bid price for furnishing and installing 33 reinforced concrete pipe. No extra payment will be made for installation of 34 concrete pipe collars shown on the Drawings. 35 2. Shop and Field-Fabricated Wyes,Tees, Crosses and Bends -- 36 a. Furnish and install shop or field-fabricated wyes,tees, crosses or bends as 37 indicated on Drawings or required by the Engineer. 38 b. Shop-fabricate fittings for maximum pipe size less than 24-inches in diameter w 39 for the larger pipe. 40 c. Field-fabricate fittings with 24-inch or greater diameter for the larger pipe. 41 d. Field-fabricate fittings for box culverts. 42 e. Take care in fabrication that concrete walls of pipe are broken back only 43 enough to provide the required finished opening. 44 f. Join reinforcing mesh or bars by bending,twisting or spot welding to provide a 45 rigid connection. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 3341 10-12 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 12 of 12 1 g. Concrete or mortar(as specified in this segment)shall be wiped over the 2 reinforcing wires connecting the 2 pipe joints,compacted by light blows, 3 shaped to the contour of the pipe barrels, lightly brushed for finish and cured 4 under wet burlap. 5 3. Poured Concrete Pipe Plugs 6 a. Plug pipe ends with a fabricated unit as shown on Drawings,when conduit lines 7 terminate at locations with no connection to drainage structures. 8 b. Concrete pipe plug cost is considered subsidiary to bid price for furnishing and 9 installing reinforced concrete pipe. No extra payment will be made for 10 installation of concrete pipe plugs shown on the Drawings. 11 3.5 REPAIR/RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD [OR] SITE QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Video Inspection 16 a. Perform post-construction TV inspection of all installed reinforced concrete 17 pipes/boxes conforming to the requirements of Section 33 01 31. 18 2. Ensure that pipes/boxes are installed correctly and are free of significant debris. } 19 a. At the City's discretion,replace any pipelbox that is determined to have 20 jointing problems, cracking or significant debris. 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] Y 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised July 1,2011 334910-1 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES Page 1 of 6 1 SECTION 33 49 10 2 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Storm drain cast-in-place concrete manholes and junction boxes 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Division 3-Concrete 14 4. Section 03 30 00-Cast-In-Place Concrete 15 5. Section 3123 16-Unclassified Excavation 16 6. Section 3150 00-Excavation Support and Protection 17 7. Section 33 05 10-Utility Trench Excavation, Embedment and Backfill ~ 18 8. Section 33 05 13-Frame, Cover and Grade Rings 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 4- 22 a: 44easaftment 23 4} , of- 24 eemplated to the stage Of F-A-EtHiFOEI ISY 1) 25 l} payfflea't 26 4} 27 "installed 28 €9F. 29 a) o� 30 . 31 43 32 24 €xeavtiefr 33 34 Hauling 34 43 Disposal of emea-sq-m—ateff-i-Ak 35 3} Fumishing, 36 6} Fumishifig, 37 -7) Manhole eenstswtion 38 $4 39 �4 stefs 40 40)Ring and Cekw 41 444 Glean up CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 334910-2 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES Page 2 of 6 1 2. Storm Junction Boxes 2 a. Measurement 3 1) Measurement for this Item shall be per each Junction Box complete, or 4 completed to the stage of construction required by Drawings. 5 Z) Prefabricated manholes shall be permitted if they comply with the general n 6 dimensions and are approved by the engineer. 7 b. Payment 8 4) The work performed and materials furnished in accordance with this Item 9 will be paid for at the unit price bid for: " 10 installed fef 11 a} l',r-i-e- s; si:,os 3349.0001 4' Storm Junction Box—per each 12 c. The price bid shall include: 13 1) Mobilization 14 2) Excavation 15 3) Hauling + 16 4) Disposal of excess materials 17 5) Furnishing,placement and compaction of embedment 18 6) Furnishing,placement and compaction of backfill 19 7) Junction Box construction 20 8) Junction Box frames 21 9) Steps 22 10) Ring and Cover 23 11) Clean-up 24 3- - 25 ;} 26 , OF 27 . 28 13: Payment 29 4) 30 " 31 " 32 e . 33 4) Mobilization 34 24 ExeRA'atien 35 34 Haoling 36 4) 37 3) Fumishing, 38 6) FUMiShifig, 39 40 S} 41 9-) �s 42 Ring and Ge*eff 43 444 Cleat 44 1.3 REFERENCES 45 A. Reference Standards 46 1. Reference standards cited in this Specification refer to the current reference 47 standard published at the time of the latest revision date logged at the end of this 48 Specification,unless a date is specifically cited. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ..� Revised December 20,2012 334910-3 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES Page 3 of 6 1 2. ASTM International(ASTM): 2 a. C478, Standard Specification for Precast Reinforced Concrete Manhole 3 Sections. 4 b. D4101, Standard Specification for Polypropylene Injection and Extrusion 5 Materials. + 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 01 33 00. 9 B. All submittals shall be approved by the City prior to delivery. 10 1.6 ACTION SUBMITTALS/INFORMATION SUBMITTALS 11 A. Certificates 12 1. Furnish manufacturer's certificate of compliance that their product meets the 13 physical testing requirements of this Specification for the materials referenced. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS 21 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 22 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS — 23 A. Concrete 24 1. Furnish concrete that conforms to the provisions of Section 03 30 00. 25 B. Reinforcing Steel 26 1. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 27 C. Frames, Grates,Rings, and Covers —' 28 1. Provide frames, grates,rings and covers that conform to dimensions and materials 29 shown on Drawings and Section 33 05 13. 30 2. Ensure that covers and grates fit properly into frames and seat uniformly and 31 solidly. 32 D. Steps 33 1. Provide polypropylene supports and steps to the shape and dimensions shown on 34 Drawings that meet the requirements of ASTM D4101 and ASTM C478, Section 35 16, "Steps and Ladders." CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 334910-4 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES Page 4 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General - 9 1. Perform all concrete work in accordance with Division 3. 10 2. Use of forms is required for all concrete walls,except where the nature of the 11 surrounding material is such that it can be trimmed to a smooth vertical face 12 a. Outside form for concrete bases supporting brick walls may be omitted with 13 approval from the Engineer. 14 3. Cast polypropylene supports and steps into concrete walls when concrete is placed 15 or drill and grout steps in place after concrete placement. 16 B. Excavation and Embedment 17 1. Conform to the requirements of Section 3123 16, Section 31 50 00 and Section 33 y 18 05 10,where applicable. 19 C. Manholes for Precast Concrete Drain Pipes -- 20 1. Construct manholes for precast concrete pipe drains as soon as is practicable after 21 drain lines into or through the manhole locations are completed. 22 2. Neatly cut all drain pipes at the inside face of the walls of the manhole and point up �- 23 with mortar. 24 _ 25 4- 26 27 I w 28 4- . 29 , ' , 30 31 . 32 a-. , 33 -Y 34 3- , 35 . 36 F. Junction Structures 37 1. All structures shall be installed as specified in Drawings. 38 G. Inverts CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 334910-5 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES y Page 5 of 6 1 1. Shape and route floor inverts passing out or through the manhole as shown on the 2 Drawings. - 3 2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 4 the required additional material with the base. 5 H. Curing 6 1. Cure all exposed concrete as required in Division 3. 7 I. Finishing 8 1. Finish all concrete as required in Division 3. 9 J. Form Removal 10 1. Remove concrete form as required in Division 3. 11 K. Placement and Treatment of Castings, Frames, and Fittings 12 1. Place castings, frames and fittings in positions indicated on Drawings or as directed 13 by Engineer,true to line and correct elevation. 14 2. Frames or fittings set in new concrete or mortar 15 a. Place and position anchors or bolts before concrete mortar is placed. 16 b. Do not disturb unit until mortar or concrete has set. 17 3. Frames or fittings placed upon previously constructed masonry 18 a. Bring bearing surface or masonry true to line and grade, and present an even 19 bearing surface, so that entire face or back of unit will come in contact with 20 masonry. 21 b. Set unit in mortar beds or anchor to masonry, as indicated on Drawings or as 22 directed and approved by the Engineer. 23 4. Ensure that units are set firm and secure. 24 5. Allow concrete or mortar to harden for a minimum 7 days. 25 6. Replace and fasten down grates or covers. 26 3.5 REPAIR/RESTORATION [NOT USED] 27 3.6 RE-INSTALLATION [NOT USED] 28 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] i 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 334910-6 CAST-IN-PLACE STORM DRAIN MANHOLES AND JUNCTION BOXES Page 6 of 6 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 f CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 334920-1 CURB AND DROP INLETS Pagel of 5 1 SECTION 33 49 20 2 CURB AND DROP INLETS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Construction of inlets,complete in place or to the stage detailed 7 a. Including furnishing and installing frames, grates,rings and covers M 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. ` 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Division 3 —Concrete 14 4. Section 02 41 13—Selective Site Demolition 15 5. Section 03 30 00—Cast-In-Place Concrete 16 6. Section 03 80 00—Modifications to Existing Concrete Structures 17 7. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 18 8. Section 33 05 13—Frame,Cover and Grade Rings 19 9. Section 33 05 14—Adjusting Manholes,Inlets,Valve Boxes and Other Structures y 20 to Grade 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Measurement 24 a. Measurement for this Item shall be per each inlet complete in place. 25 2. Payment 26 a. The work performed and the materials furnished in accordance with this Item 27 shall be paid for s follows: 28 43 stypes 29 a) 3349.5000 8' Curb Inlet—per each 31 3. The price bid shall include: 32 a. Furnishing and installing the specified Inlet 33 b. Mobilization 34 c. Excavation 35 d. Hauling 36 e. Disposal of excess materials 37 f. Furnishing,placement and compaction of embedment 38 g. Furnishing,placement and compaction of backfill 39 h. Concrete 40 i. Reinforcing steel CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 u Revised December 20,2012 334920-2 CURB AND DROP INLETS Page 2 of 5 1 j. Mortar 2 k. Aluminum and castings 3 1. Frames 4 in. Grates 5 n. Rings and covers 6 o. Clean-up 7 1.3 REFERENCES 8 A. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification,unless a date is specifically cited. 12 2. ASTM International(ASTM): 13 a. C478, Standard Specification for Precast Reinforced Concrete Manhole and 14 Inlet Sections. 15 b. D4101, Standard Specification for Polypropylene Injection and Extrusion 16 Materials. 17 c. C309, Standard Specification for Liquid Membrane-Forming Compounds for 18 Curing Concrete. 19 3. Texas Department of Transportation(TxDOT). r 20 a. Departmental Materials Specification(DMS): 21 1) 7340, Qualification Procedure for Multi-Project Fabrication Plants of 22 Precast Concrete Manholes and Inlets. 23 1.4 ADMINISTRATIVE REQUIREMENT [NOT USED] 24 1.5 SUBMITTALS 25 A. Submittals shall be in accordance with Section 0133 00. 26 B. All submittals shall be approved by the City prior to delivery. 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Precast Concrete Inlet 30 2. Pipe connections at inlet walls 31 3. Stubs and stub plugs 32 4. Admixtures 33 5. Concrete Mix Design 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] 37 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 38 1.11 FIELD [SITE] CONDITIONS [NOT USED] 39 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 ,� Revised December 20,2012 334920-3 CURB AND DROP INLETS Page 3 of 5 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 4 A. Materials 5 1. Concrete 6 a. Furnish concrete that conforms to the provisions of Section 03 30 00. 7 2. Reinforcing Steel 8 a. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 9 3. Mortar 10 a. Furnish mortar per Section 03 80 00. 11 4. Steps 12 a. Provide polypropylene supports and steps conforming to the shape and 13 dimensions shown on the Drawings that meet the requirements of ASTM 14 D4101 and ASTM C478, Section 16, "Steps and Ladders." 15 5. Curing Materials 16 a. Curing materials shall conform to the provisions of Division 3. 17 6. Frames, Grates,Rings and Covers 18 a. Provide frames,grates,rings and covers that conform to dimensions and 19 materials shown on Drawings and Section 33 05 13. 20 b. Ensure that covers and grates fit properly into frames and seat uniformly and 21 solidly. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3- EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION [NOT USED] 27 3.3 PREPARATION 28 A. Removal 29 1. Remove all or portions of existing structures in accordance with Section 02 41 13. 30 2. Drill,dowel, and grout in accordance with Section 03 30 00. 31 3.4 INSTALLATION 32 33 4- All t....es of ifi ets may be built aitha,.in i stage a ia 2 stage aese fibea as Stage-4 34 and-stage U. 35 ; . 36 37 thisseetie}r 38 e- . CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 �, Revised December 20,2012 334920-4 CURB AND DROP INLETS Page 4 of 5 1 3- 2 . 3 , 4 ,ffkvihele steps, ourb beams 5 eelleet4rig basins required. 6 B. Cast-In-Place Inlets 7 1. Construct cast-in-place inlets in accordance with Section 03 30 00. 8 a. Forms will be required for all concrete walls. 9 b. Outside wall forms for cast-in-place concrete may be omitted with the approval 10 of the Engineer if the surrounding material can be trimmed to a smooth vertical 11 face. 12 2. Cast polypropylene steps into the concrete walls when the concrete is placed,or 13 drill and grout steps in place after concrete placement. 14 -3- 15 G, 1-4410-Its fier. Genevete Drain Pipes 16 4- 17 . 18 a-. Neatly eut all pipes at the feee of the walls of the inlet and poiatup with 19 20 1 21 22 StOfffl dFaiff OF Aff the StOfffi Elfain iS GORStMeted-. 23 E. Inverts 24 1. Shape and route floor inverts passing out or through the inlet as shown on the 25 Drawings. 26 2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 27 the required additional material with the base. 28 F. Finishing Complete Inlets 29 1. Complete inlets in accordance with the Drawings. 30 2. Backfill to original ground elevation in accordance with Section 33 05 10. 31 G. Finishing Stage I Construction 32 1. Complete Stage I construction by constructing the walls to the elevations shown on " 33 the Drawings and backfilling to required elevations in accordance with Section 33 34 05 10. 35 H. Stage II Construction 36 1. Construct subgrade and base course or concrete pavement construction over Stage I 37 inlet construction,unless otherwise approved by the Engineer. a 38 2. Excavate to expose the top of Stage I construction and complete the inlet in 39 accordance with the Drawings and these Specifications, including backfill and 40 cleaning of all debris from the bottom of the manhole or inlet. 41 I. Form Removal 42 1. Forms used in the construction of"Inlets"which support vertical loads will remain 43 in place at least 24 hours after the concrete is placed. CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 334920-5 CURB AND DROP INLETS v Page 5 of 5 1 2. Other forms shall remain in place for a minimum time 24 hours after concrete is 2 placed,unless otherwise directed by the Engineer. ti 3 J. Curing 4 1. Cure all exposed concrete as required in Section 03 30 00. 5 K. Finishing 6 1. Conform to Section 03 30 00. 7 3.5 REPAIR [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [OR) SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING 12 A. Refer to Section 33 05 14. w 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 20 CITY OF FORT WORTH Forth Worth Meacham Admin Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 101239 Revised December 20,2012 APPENDIX GC-4.01 Availability of Lands-NONE GC4.02 Subsurface and Physical Conditions—NONE GC-4.04 Underground Facilities-NONE GC-4.06 Hazardous Environmental Condition at Site-NONE GC-6.06.D Minority and Women Owned Business Enterprise Compliance-NONE GC-6.07 Wage Rates GC-6.09 Permits and Utilities-NONE GC-6.24 Nondiscrimination-NONE GR-01 60 00 Product Requirements-NONE CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July I,2011 r�r GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK r r CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK r w CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK �. CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK VON CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter,Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 _ Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101239 Revised July 1,2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH FTW Meacham Admin.Parking Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.101239 Revised July 1,2011