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Home My WebLink About025260 - Construction-Related - Contract - Southland Contracting, Inc.� 1 1 1 � � ' � � ' � � � �' � � i �--� L `�.::�� , . __ ,.��" �' Bob Terrell City Manager SET 32 � 4:,�_ :. - t;._,4,,. SPECIFICATION AND CONTRACT �� :�:�� DOCUMENTS FOR �� CITY SECRETARY Cd n CONTRACT NQ . � �� CQ 1�.� �,��;3�z��=�4��l�l�in�207R Drainage Area Sanitary Sewer �., , ,rt,�,�.� ,��:��;��r;��' Rehabilitation and Improvements (Group 5, Contract 3), Part 6 Units � 3 Sewer Project No. PS46-070460410270 Department of Engineering No.'s 1824, 2369, 2370 City of Fort Worth, Texas 1998 0 Kenneth Barr Mayor Lee Bradley, Jr., P.E. Water Department Drivector Hugo A. Malanga, P.E. Transportation and Public Works Director / In Association with: Ratnala & Bahl, Inc. Engineers • Surveyors 3950 Fossil Creek Boulevard, Suite 202 Fort Worth, Texas 76137 .�v,`�.�Q"`t•_��`y,`�-c c -`' �. c ' t: �y,J 4C ' ��, \ ��' �O� ..�I_ �� !t .;'�.. T�i � T: � . >'E., � .,�,,. �4: �i�.�eooue��M'�•wecaecrocoe�sc::c wa*�. �^ ��r..t.. � dv�{�i�^J�i.i�l�t�iL"i:l,�i�.1�7 �• ��oo�oocoaae��eo o eca aaa cc�: ee ou��F* n �. � � � ,� 64��c� �� ,� c �' e �v I�' � ti�'cg�G, t.,�c'��`'� �� r�,S+� �c eoo��0�ii\.� �bQ��c�ri�� 4 ` �� v��GG�� Ue'�C��C� � C�B�I ��[�Q°� : �. �� >>��a, �. = A. Douglas Rademaker, P.E. Engineering Deparimenf Director Prepared by: Wendy Lopez & Associates, Inc. Engineering • Environmental • Surveying Construction Management 3800 Sandshell Drive, Suite 175 Fort Worth, Texas 76137 „ r �x � x ADDENDUM NO. 1 June 10, 1999 Main 207R Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 5, Contract 3), Part 6 Units 1,2 & 3 Sewer Project No. PS46-070460410270 Department of Engineering No.'s 1824, 2369, 2370 � This addendum forms part of the contract documents referenced above and modifies the original contract documents and plans. Acknowledge receipt of this addendum by signing and faxing a copy to Doug Mikeworth at Wendy Lopez & � Associates, Inc. (817) 232-4638, notinq the receipt in the bid proposal and on the outer envelope of vour bid. , 1. Bid Proposal Revisions have been made to several of the bid jtem quantities. A few bid ] items were discovered to not have been included and a few bid items listed that are subsidiary to other pay items. Appropriate corrections have been made. Remove pages B1-2 through B1-7, �2-1 through B2-5 and � B3-1 through B3-6 and replace with the attached corresponding numbered bid proposal pages. � 2. Construction Drawings � a. The manhole locations where stainless steel manhole inserts are to be installed was not clearly defined in the construction drawings. The three stainless steel manhole inserk� are to be installed on M207 of Unit 3 at the manholes (oca��d within the Interstate � Highway 30 right-of-way. Specifically th�� re the manholes at Station 191+69.8, Station 192+98.8 an� �t�tj�p 197+47.1 of M207 ain Unit 3. � b. The profile callouts for the length and type of pipe to be installed � between Station 207+50 and Station 20$+79.1 of M207 as shown on Sheet 33 of 33 were incorrect. attached Exhibit A illustrates the correct length and type of pipe to be installe� at this location. � c. On Sheet 13 of 33 (L-6971, Unit '� ) a��out is noted to be removed from within an existing concr�� lriveway without an a indication for replacement of the concret� dri�eway to fill the void created by the cleanout removal. Attac�� c�ipit B illustrates the �� a 1 ADDENDUM NO. 1 � � } � 9 � � � � � � �� I � � 1 � 1� corrected plan view showing the need for concrete driveway replacement. � Approved: ��n,� �� ► � Rick Trice, P.E. Manager, Consultant Services Receipt Acknowledged (Fax copy to Doug Mikeworth at (817) 232-4638). ADDENDUM NO. 1 S O C�T�-j . . . �i�/.//.%//%�/ffr!� -, -_,- .- . . . .. 8,,: MaY-�-�a. L-. ��-,�;�r4-I� (Type or print name) Date: � ! � � � � � � 2 1 iU �-, . < � �� ADDENDUM NO. 1 I I � � � � � � � � � 1 � �� I� �� I �' 1� CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 _. _ TO THE PLANS AND SPECIFICATIONS AND CONTRACT DOCU�MENTS FOR MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3), PART 6, UNITS 1, 2 AND 3 DOE NOS. 1824, 2369 and 2370 ORIGINAL BID RECEIPT DATE JULY 1, 1999: REVISED BID RECEIPT DATE JULY 8, 1999 ADDENDUM ISSUE �ATE JULY 1, 1999: The following modifications, clarifications, additions or deletions shall be made to the appropriate sections of the Contract Documents: 1. 2. 3 The bid opening date has been changed to July 8, 1999. Construction Drawings Sheet Nos. 6, 7 and 8 have been revised. Bidders shall revise the plan view of these sheets to read "Abandon Exist. 8" SS" instead of "Remove Exist. 8" S.S". All other provisions of the plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. FAILURE TO RETURN A SIGNED COPY OF THE ADDENDUM WITH THE PROPOSAL SHAL'L BE GROUNDS FOR RENDERING THE BID NON-RESPONSIVE. A SIGNED COPY OF THIS ADDENDUM SHALL BE PLACED INTO THE PROPOSAL AT THE TIME OF BID SUBMITTAL. RECEIPT ACKNOWLEDGED: � / f ,/ �� , v � / ��L�i✓ 1,��f _, , /� A. Douglas Rademaker, P.E., Director By: � ony s%o � � �� Rick Trice, P.E., Manager Consultant Services Addendum No. 1- Page 1 �. , I • M-1(} � STA 208+35 t PROP M-207 � � N ..... 2, �S � ..................... XIST. >� : r. � ..............................�............... .....;............................. - .. ..... .. ....................... �.� . .......... . ......... .. o .. . Sl'A ��08+20.7 PROP f�-207 W ......._............ .... �...., ......I. ......_ ......................�. ......... , � ,.�d....... �_ �.. . ...�... CONST. STD. 4 DlA. 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J J i ^ � �•• � 4: ir- .- ta:�ls i....�........ �1 ... _ • .. • ...�...._ .• X„• 'J �;y7�� •--^ � � Ci �L � �. W ...._._.........._`.�i .la. . W W ... 0 ADDENDUM N0. 1 EXHIBIT A Q PROFILE CALLOUT MODIFICATION SEGMENT M-207, SHEET 33 OF 33 � MAIN 207R DRAINAGE AREA SANITARY SEWER � SYSTEM REHABILITATION AND IMPROVEMENT (GROUP 5, CONTRACT 3, PART 6) � � Wendy Lopez & Associates, Inc. aigineering • envlronmental services • construction servtcer • srm�eytng � 3800 Sandshell Ddve, Suite 175 Fort Worth Texas 76137 (817� 232-0244 �p�.�r.,:.....�,,�,�95�� - '� : : � •. o�Q� � . ..p , DOUGLAS C. .MIKEWORTH 0� ..P � A :.......60666 ......:�o° Q��o,� �,QF �,� � �p� apnnSS � lSTE ��Gp�a /�° IA��'��i�44 NOT TO SCALE . � ' ' , ' ] w. I � � � � � � � � � � � LOT 7� 8LK 33 I LOT 8, BLK 33 U.�LHIGNWAY BP�W. 7708 U.S. HIGHWAY 80 W. ALTA MIRA G0. D.R.T.C.T. VOL 80125 PG. 2519 ID.R.T.C.T. ABANDON CONTRACT�R TO PROTECT . WATER �1ETERS DURING ENLARGEMENT � � � ._.__' TREE WM � M � ..., � � � , o � � 3+00 �— - — CONC. SIDEWALK � N � :� .� REMOVE EXIST. � CLEANOUT Exisrir c R.o.w. " 12" U�-- CONCRETE ORNEWAY � � � STA 3+12 PROP. L-6971= CONST. STD. 4' DIA M.H. W/ CONC. COLLAR & INSERT RIM = 769.04 N = 384242.1778 E = 2015955.2968 ADDENDUM N0. 1 0 EXHIBIT B ADDITIONAL DRIVEWAY REMOVAL � SEGMENT L-6971, SHEET 13 OF 33 � � � I� u.,..� •r,.,�4�E 6F-. T� - � o �Pt 11� c� �.•.••'' •,9s+ �a � 0 4 .......... ...... ...: �QQ . .... . ..P 0 DOUGLAS C. MIKEWORTH p � .................................p od�o�;: 60666 ��d MAIN 207R DRAINAGE AREA SANITARY SEWER �aa�FSscrsY��°�4�pd SYSTEM REHABILITATION AND IMPROVEMENT nn �ONAL'�-�'4" °00000�Q (GROUP 5, CONTRACT 3, PART 6) �—� o-9� Wendy Lopez & Associates, Inc. sc,�E �N FEEr rngGuering • envir+onmartal servtce.t • conttrucHon servtcea •.rsrrveyin8 Q � 0 ,ZQ � 3800 Sandshell Drive, Suite 175 Fort Worth Texas 76137 . (817) 232-0244 �� SPECIFICATION AND CONTRACT DOCUMENTS FOR � Main 207R Drainage Area Sanitary Sewer Rehabilifation and Improvements (Group 5, Contract 3), Part 6 � Units i, 2 & 3 J � J � �I � �,�� ;J i� �� Sewer Project No. PS46-0704604 � 0270 Department of Engineering No.'s 1824, 2369, 2370 City of Fort Worth, Texas 1998 Hugo A. Malanga, P.E. Transportafion and Pu61ic Works Direcfor � In Association with: Ratnala & Bahl, Inc. Engineers • Surveyors 3950 Fossil Creek Boulevazd, Suite 202 Fort Worth, Texas 76137 Bob Terrell City Manager Kenneth Barr Mayor Lee Bradley, Jr., P.E. Water Deparfinent Drivector A. Douglas Rademaker, P.E. Engineering Departmeni Direcfor Prepared by: Wendy Lopez & Associates, Inc. Engineering • Environmental • Surveying Construction Management 3800 Sandshell Drive, Suite 175 Fort Worth, Texas 76137 „ p �'•Np_'w�=E.c a� �� e ��E � a �� . �: �LGIAs Ceh�lFco�ta�,��.�,� ��; � ° '� �� ,°�'� � �`� �' � e� .�, ��`��'�°��a �' �p`�� a��arraL � 4 `-�'�=� � � � TABLE OF CONTENTS � 1. Notice to Bidders 2. Comprehensive Notice to Bidders 3. Special Instructions to Bidders � 4. Vendor Compliance with State Law (Texas resident/non-resident contractors) 5. Minority/Woman Business (M/WBE) Enterprises Information and Certification, Unit 1 � 6. Proposal (Part "B"), Unit 1 7. Minority/Woman Business (M/WBE) Enterprises Information and Certification, Unit 2 8. Proposal (Part "B"), Unit 2 � 9. Minority/Woman Business (M/WBE) Enterprises Information and Certification, Unit 3 10. Proposal (Part "B"), Unit 3 . 11. General Conditions (Part "C") � 12. Supplementary Conditions to Part C(Part "C-1 ") 13. Special Conditions (Part "D") 14. Additional Special Conditions (Part "DA") � 15. Details 16. Section "E" Specifications 17. Contractor Compliance with Workers Compensation Law � 18. Certificate of Insurance . 19. PerFormance Bond 20. Maintenance Bond 7 21. Payment Bond 22. City Contract (Part "G") Appendix A - Easements �Appendix B - SRF Specifications w � � J J � � J � J J � NOTICE TO BIDDERS Sealed proposals for the following: � FOR: MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3), PART 6, UNITS 1, 2& 3 � DOE NOS. 1824, 2369 & 2370 SEWER PROJECT NO. PS46-070460410270 � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., July 1, 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. � � � Plans, Specifications and Contract documents for this project may be obtained at the office of the Department of Engineering, Municipal Office building, 1000 Throckrnorton Street, Fort Worth, Texas. One set of Plans and Documents will be provided for the deposit of Forty Dollars ($40.00). A pre-bid conference will not be held. Unit 1- 50 L.F. of 8" D.I.P. open cut, 1,393 L.F. of 8" PVC open cut, 1,116 L.F. of 8" to 8" Pipe Enlargement, 288 L.F. of 6" to 8" Pipe Enlargement, 13 manholes, and related appurtenances. � Unit 2- 315 L.F. of 8" D.I.P. open cut, 655 L.F. of 8" PVC open cut, 2,630 L.F. of 8" to 8" Pipe Enlargement, 10 Manholes, and related appurtenances. � � Unit 3- 30 L.F. of 8" D.I.P. open cut, 90 L.F. of 10" PVC open cut, 581 L.F. of 12" PVC open cut, 1,247 L.F. of 12" D.I.P. other than open cut, 9 Manholes, and related appurtenances. For additional information concerning this project, please contact Rakesh Chaubey, P.E., � Project Manager, at (817) 332-5474, Ext. 40 or pouglas Mikeworth, P.E,. of Wendy Lopez & Associates, Inc. at (817) 232-0244. . J � Bidders shall not separate, detach or remove any portion, segment or sheets form the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of bid as non- responsive. Advertising Dates: � Ma 27, 1999 Y � June 3, 1999 �Fort Worth, Texas I J � NTB-1 � J � � ■J ■1 � J J � � � � � J ;J � � � COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3), PART 6, UNITS 1, 2& 3 DOE CONTRACT NOS. 1824, 2369 & 2370 SEWER PROJECT NO. PS46-070460410270 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., July 1, 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A Forty Dollar ($40.00) deposit is required for first set of documents and additional sets may be purchased on a non-refundable basis for Forty Dollars ($40.00) for each set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provisions 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. A pre-bid conference will not be held. Bid security is required in accordance with paragraph 2 of the Special Instruction to Bidders. The major items of work on the above project are: Unit 1 - Unit 2 - 50 L.F. of 8" D.I.P. open cut, 1,393 L.F. of 8" PVC open cut, 1,116 L.F. of 8" to 8" Pipe Enlargement, 288 L.F, of 6" to 8" Pipe Enlargement, 13 manholes, and related appurtenances. 315 L.F. of 8" D.I.P. open cut, 655 L.F. of 8" PVC open cut, 2,630 L.F. of 8" to 8" Pipe Enlargement, 10 Manholes, and related appurtenances. Unit 3- 30 L.F. of 8" D.I.P. open cut, 90 L.F. of 10" PVC open cut, 581 L.F. of 12" PVC open cut, 1,247 L.F. of 12" D.I.P. other than open cut, 9 Manholes, and related appurtenances. CNTB-1 � � !J Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserved the right to reject any and/or all bids and waive any and/or all irregularities. � AWARD OF CONTRACT: No bid may be withdrawn until the expiration of for ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids but in no case will the award be � made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract has been verified. � � � � � Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. This document is designed as three (3) separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as three (3) separate proposals and are arranged in Units to be awarded to the responsive low bidder for each Unit. If the Contractor submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder for the individual proposal Unit. Contractors may bid on any or all the Units. � Time on all Units awarded will run concurrently. If the Contractor is low bidder on more than one unit, his time for all Unites awarded tho him will the the longest time allowed for any single Unit awarded to him. � J �� Bidders shall not separate, detach or remove any portion, segment or sheets form the contract documents at any time. Bidders must complete the proposal sections and submit the complete specificcations book or face regection of bid as non-responsive. � Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees are or will be a � party to this Notice to Bidders or any resulting contract. The contract(s) is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. �� I� �� '� In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM, and GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) City business days after bid opening. Failure to comply shall render the bid non-responsive. CNTB-2 � ' ' � � � � � � � � � � J �M � � � � WAIVER FORM, and GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) City business days after bid opening. Failure to comply shall render the bid non-responsive. For additional information concerning this project, contact Rakesh Chaubey, P.E., Project Manager, at (817) 332-5474, Ext. 40 or pouglas Mikeworth, P.E. of Wendy Lopez & Associates, Inc. at (817) 232-0244. BOB TERRELL ALICE CHURCH CITY MANAGER CITY SECRETARY A. Douglas Rademaker, P.E., Director Department of Engineering � � sy: la n� v � �!' Rick Trice, P. E., Manager Consultant Services Division Advertisement dates: May 27, 1999 June 3, 1999 Fort Worth, Texas CNTB-3 il � J � � J � � J J � J � � � J � � J SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMENT) 1. PREQUALIFICATION REQUIREMENT: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and no more that one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verific�tion. (b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the. same nature and technical level as that of the project for which bids are to be received. (c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. (d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstrate experience an/or expertise. (f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. (g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City � of Fort Worth in an amount jof not less than five percent (5%) of the largest possible "..� total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) J � SITB-1 � � � � � � J � � J � calendar days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of he surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one- tenth (1/10) the total capital and surplus. 3. BONDS: A performance bond, a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3- 3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas and as set forth in the contract documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advatageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601f, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower then the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the State in which the nonresident's principal place of business is located. ►-1 "Nonresident bidde�" means a bidder whose principal place of business is not in the J State of Texas, but excludes a contractor whose ultimate parent company or , majority owner has its principal place of business in the State of Texas. ll � This provision does not apply if tehis contract involves Federal funds. � The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. J �� ,� J �� 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the c�ty. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it, nor any of its officers, members, agents employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the employment, SITB-2 � � � � advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirements. ] Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this � contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or �] � �J � � �� statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify artd hold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with or employees of Contractor or any of its subconsultants. Contractor warrants it will fully comply with the ADA's provisions and any other applicable Federal, State and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's and/or its subcontractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 11. MINORITY AND WOMEN GUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of he Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTCOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt form the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City, Failure to comply shall render the bid non-responsive. Upon reauest, Contraxtor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any SITB-3 � �books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation o0f facts (other than a � negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any � such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred form participating in City work for a period of time of not � less than three (3) years. � � J � J `l � � J � �� J DSITB-4 � � � > � J � � VENDOR COHPLI/U{CE TO STATE l./lu The 1985 Session of the Texas Legislstu�e passed ilouse AiII b20 refa[ive co tt�c a�ard of cvntracts to non-resident bidders. 7his lev provides tl�ac� in ordcr to bc avatded a cantract as Iou biddcr, non-�esident biddcrs (out-oE.- stace contractocs vhose corpornte offices or principal plaec of buainess are oucside of Lhe state oE Texas) 6Id pro�ecta [or COn6t�UGt1o�� imp�ovemcnte, supplies oc services i� Texaa at,sa araount lvwtr thsR the lv�+est Texas rcaident bidder by the e:me emouat �that a Texis resident bidder uould bc �eQut�ed to underbid a aon-cesident bidder i� order to obta[n a comparable contract in the etate in vhlch the non-te6iden�'s pri�cipel rlace of buainess (s locaced. 7he app�opriate blanks in Sectlon A a�ust be Eilled out by all ovt-of-scate or aoa-reaident biddcrs !n orde� Eor yvuc bid to meet �pec[licotfo�s. Tl,e faflure vE out-vE-state.or noa-resident eo�[ractor6 to do �o vt1l autoc�aeicaliy disqvalify tt�at bldder. Rasident btclders must ct�eck tl�e bvz fn Seetion B. A. Non-resident vendors in (give statc), our prt�cipal placc � , o! business� are reqniced to be percent lower than resident bidders by state Iaw. Il cvpy of •the st:tute is attached. � � �J � �� l �! Itor+-restde�t vendors la (give state)� our principal place of business, ast nvt reqvired Cv u�dcrbid resident bidders. . B. Ovr �rincipal 7exas. � BIDOER: 0 > S(`� lrlla t�1�� .i�3i13t#-LT) A�r,.TNC. $Y �-%�I�dl- L. � 12 T�� 11�1 Co�apa�y (p easc print) � CP� �P Tl .�i�,�1 5�;,\J Signature: I �—�� 012��1��C '�1G�1 �/� Ttt�e: � , cccy sc�c� ztP tpt�es� print) 71IIS PORH HUST HE RETURNEO W1T11 YOUR QUOTAI'lON � pIace vf bvs[ness or corporate vffites are ia tlie State of �� _ 1 � Unit 1 Construction M/WBE Specifications Proposal Unit 2 Construction M/WBE Specifications Proposal Unit 3 Construction M/WBE Specifications Proposal Note: M/WBE GOALS ARE DIFFERENT FOR UNIT 1, UNlT 2 AND UNIT 3 CONSTRUCTION. SEPARATE M/WBE DOCUMENT MUST BE SUBMITTED WlTH THE PROPOSAL FOR EACH UNlT. � � PART B - PROPOSAL � This proposal must not be removed from this book of Contract Documents. TO: Robert Terrell � City Manager Fort Worth, Texas � PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of water mains, fittings, �valves and all necessary appurtenances and incidental work to provide a complete and h serviceable project designated as: ;� Main 207R Drainage Area Sanitary h� Sewer System Rehabilitation and Improvements � (Group 5, Contract 3), Part 6, Units 1- 3 � Sewer Project No. PS46-070460410270 DOE #'s 1824, 2369 & 2370 � � Pursuant to the foregoing A Notice to Bidders, the undersigned Bidder, having thoroughly examined the contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, � the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the D work as provided in the Plans and contract documents and subject to the inspection and approval of the Director of the City Water Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an � approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the � following sums: ,J �� j� '!J i� �� B1-1 ��i �7_�jtJ:�i7v i_._- __. _ a., � � ' ATTACHMENT 1 Ci Of FOrt Worth Page 1 of � � Minority and Women �usiness Enterprise Specifi�`g��oC�s � � MBE/WBE UT1LiZATiON. -�� `��E�r�NG/C FW SOUTHLAND CONTR.ACTING , INC . �� 8 � 9;�9 JUL 12 A�l 11 3�2 , �PRIME COAFPANY NALtE 81D DATE Main �7R� Dr^ina.ga arP�S SPT,pr g stem n��ti_n�nc.hn�1n��n P ti.1 CT NA117E y PROJECT NUMB�R � �,, �e�iab, Group S,Contract 3,Part 6,Unit 3 DOE��2370 r J QTY'S Mlt�'8E PR03ECT GOA,C,: 12� � , M/WBE P�RCE�TAGE ACF�6V£A: 14% � _ _ i � �iti�a io �. h� � �crm irt<7ts enti -w ," v , , Y _ 9 9 . � i r,, �� f �' .��r;.EP�+t�ir�g�ocume�lta�lrir�, dnd receiued h'.iFte Mana 'in D'� rtmenl r,, r��Q��.ve {.5)'C1#y biisiness da�rsatt�r#�kt'opening, ex�lus�vE'of bid:�npening:date,.srvilt resuit in the bid � n:9�."s�J��lrt=�,espar�sl� �g �sJd;s_paci�c�itior��, , r s� � v�o'ir$a��la .,�,�-��$`�46.�7�27�Jii�:�y��l��i19QTEAl1'i2ri?'�fu�f1�:�1Fia-Rf17t�e�.tt��:ius�.a:�-`:--._ °y-.•.. .. .. .._ ' � � �d i� � . - -r': . ,.... .,�. ... .�a.�•�;-. � .. . r �-- v !v'�u��17bull!11r".�[fle D �'�.�DBI�'-(`i0i181d@�d . � .i�o„,»v .x . ;__.... . .. .. . . � .. . . . . _ . .. . . . ... . . _ � ,... � ' � �• ¢e��51��`�.��.''�`e,�rdtl,ed�,j R . r � Ati��ootract�� 3 ebi �tems:zo-�a- , jj" 5,�� ^ d ' � ��i��y�cit_1+V�_�yr�R � A fY9ll aoilar ArnoLnt � ;t ..i4 8�� -'� .' r'�.�}.,y,k�x ��r,: � 1 i'=� »t,'%. '' e'r^q { . � � `'","Y � � ` 5 �5�.1�}��dE��: �-,"�i.,.e �'�;+.. a�., •-tJ r`� O`o -'� k � w�. ��„ fM ,��j . �?:� �r ia.ti t ,� t� : �k-^� a -�;F,j�z a'� • .. ' � Y a r,: . . . w,',. .. , ,. {~ . .. .. . ,•�F � .�� "�. ..,. . . . � � � - . . . .. � � � .. .- . - . �Southern Paradise X Open Cut Furnish/Insta111 100,000.00 P.O. Box 126393 . Benbrook, Texas Pipe �61z6 . �� llina Holland � !817-244-6240 � ,. . � I � ! ! � w.., ? � . I , _ ► � .. y "-��?�!.��:�A;�NE ir�Yio e hsl.ne� cp{y .. _.. , . �,fi _. .. „_ �„ �u , _ nry±fiarkotpl6be; or �urrerttly•dofng�6�fneas;'}m':Uta�rterK�tploce et.theltnie�t:bici. ;. . � ... �� 5'` , . �� '� ��n ,.tz! ^t}'o '�o'I)!'%ItPeliod' ,:, ` ' ' � � , r�deivo CisHft towprd 4�i4..'MJ1fYBE.goA1 . , ; _ , � !jta'o�tty� w'# h'a`v.�s:.r ' , , �_ � _ .. �..�_ r� t . ;k'?• "'^'°y"�� ,. �.. r� ` �; ,� �k�Tior'aMeapsthgdL'fi�el�ot�suboo�ntracttqg betow.-lhd prl�y c aCo leonsuitan ! ��, �- � . r th�� F �, g:, e sllre� payment � ,,�,.". r Sv, � '� .. �, ' a�, a�f �1f` ��, p� �J �r-RDa : w 2F ,�«'� � i.h� �+"!�'^,^;�3� {pA kI�R�� '�r�o �vC�vnLrgcto�"�b�ys7dere �� JaF;� .. , _ . `� ' � �<,. . _ 1 �2:��i 1� ;tSe� - ,, � .., �Y_merftby�sti�onffacter.to- � ... . 'i . .. _ " F � THIS FORIA MUST 8E RECEIYEb BY TNE MANAGJNG D��ARTMEH'T BY S:GO p.m., FfVE (5} CITY HUSINESS pAYS AFTER BiD OPENlNG, EXCLUSIVE OF THE gTD OPENING DATE '.07R PaQas 1 and 2 0} Attt►chment 7A musi be r�eceived by tt�e Managing Department �� 8 AT 6 — UNtT 3 ' b1I 1�"! 1'�'�b lb: 4;, b'_ /�'�`!�J �'�b 1-';a�� 5d . i � r � � Cit af Fort Wc�r±h � �'�inari#y and Women �usine�s Enterprise Specifdcatians NlBFJWBE UTILIZA"CidN ; •`"Cbiripany Neme;.Ccnfatt Name, CcrNfleil ; � :;`f#iticdross,.atid Tele�phane Na,. :: _ a r� �', , , I� . � . � ,�' � �, , , , � �� .� � Specifyg�CoMractfng '' 'SpacltyAll iiems to bc Scopp ot Wa�k:(..) 9t�pplied(') .�.�- �. m �. N H Al'TACHMENT 1A PagE2ot2 Dntlar Amount: � i I � � .,. , . i i � , � � ! .� � � The bldder further agrees to provide, directly to the Cirr upon request, complete and accur�te information regarding arctual work performed by ail subcontractars, inclucing �73E(s) �nd/or W8E(s) arrangements submitted with this bid. � TYis bidder also agrees ta atiow an audtt andlar examinat:on of any books. recor�� and fifes he{d by their company that will substanti�i9 th� actuaf work performed by the MBEts} and/or vVBE(�) on this contract, by an a!rthorized officer or " ernptoyee of the Clty. Atty intentfo�al �nd/er knowi�g snisrepresentatian oi faCts witl b� grounds for termfnating the contract or debartttent fram Gity w4rk for � perlad of not :e+s than three j3} yeers and tor initieting actian under �ederat., State or Laca! lav�,rs noncerning f�lse statements. Ariy tailure to cornply nrith this ordinance an� creates a mater;a! breach �Of contra�i may resUlt in a detertt►inatiott of an frresponsible offereC and b8rred trorn participatung in City wotk for a petiod of time not fess ;han on� (1} year. '' � LL MB s a d��y��s MUST �E C RTlF;ED BY THE CiTY BEFORE �OM'RACT AWAR�J � �� I�tha. L. Griffith uthorized Sfgnatur Printec� Signature ' � President j�1e Contact Name and 'Title (if d�fferent) � Southland Contracting, Inc. :ompany Name � � 17 - 2 9 - 4� h� Telephone Number (s) P.O. Box 40664, 616A Shelby Road 817-293-5065 �ddr66s Fax Number ' �� Fort Worth, Texas 76140 7/9/99 �, :ity/State/Zlp Cpde ppte � THIS FOAM M_� gE HECE:VEb 87 THE NIANAG{NG DEpaRTMEN7 BY 5:00 p.m., F1VE (5} CITY Bl1SI►JESS DAY3 ARTER efQ aPENINQ, EXCLUSIV� OF TFiE BID nPENING DATE r '1247� Pages ' and 2 of Attachment 1A must be received by the Managing pepar3ment �B1• �ss 'AR79—UNIT3 f Il I� a Unit 3- DOE # 2370 � ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES IN WORDS PRICE AMOUNT � L�J � � � � f �J � l�l (Fumish and install, including all appurtenant work, complete in piace, �he following items): 1. 1768 L.F. Pre-Construction Cleaning and TV Inspection; ' Per linear foot Tl�D Dollars And Z.-° " I�� Cents $ �. � � �J $ ��,�J� � d �' : , 2. 30 L.F. 8" D.I.P. Sanitary Sewer Pipe by Open 50 38 , �Q �S Cut, (all depths); Per linear foot �9 �c �ll�-t �1 V�,Dollars - - -�1 And � �1 Cents $ '�� $�, o�J�f�. �Q . . ,� , 3. 90 L.F. "'10" Sanitary Sewer Pipe by Open Cut, (all depths); Per linear foot /�s� �i v� /�/� �o ars And �% Cents $,�� $ /► 5,%J`�,�� 4. � �' [! l�l 580 L.F. *12" Sanitary Sewer Pipe by Open Cut, (all depths); Per linear foot �ir ~`�V� o lars ' And �D Cents �� 1 �,�•0 d $�Da, OT� � " Contractor must complete City approved product and method form on Page B3-7 ' � B3-1 C� ADDENDUM NO. 1 � � � � I � I � � I � � � 1 � � � � � 5. � 7. � Q 58 L.F. 1,247 L.F 12" D.I.P. Sanitary Sewer Pipe by Open Cut (all depths); Per linear foot � ` "?11%� ��i��P � Dollars And I V D Cents 12" D.I.P. Sanitary Sewer Pipe by Other Than Open Cut; Per linear foot V r��{ T� �ollars J And /V� Cents 100 L.F. "4" Sanitary Sewer Service L�1ne; � Per linear foot . - l VC Dollars �� And � /'�� Cents • 2 EA. 4" Sanitary Sewer Tap; Per each � �P� r And ��i Cents 5 EA. Remove Existing Sanitary Sewer Manhole; Per each �jql�► Y� � � � Uo ars And / vPJ Cents � 185� a� $ �D.�'�a $��o,�o � 505, D3S.�0 � �� o � � ��5�0�� o � � ��, o � � C� �Ya� � d� D� �� D��, D c.� * Contractor must complete City approved product and method form on Page B3-7 B3-2 ADDENDUM NO. 1 Iil II� �� M I M � � � � I I I I 10. 11. 12. 13. 14. 1 EA. 7 EA. 71 V.F. 3 EA. 43 V.F. Abandon exis�ting Sanitary Sewer Manhole; Per each ��V1� Ut�l��(�'�Dollars And �) r� Cents Construct Standard 4' Diameter Manhole, 0'-6'; Per each � h�v �►�r� � �� Dollars And � �t� Cents Additional Depth for Standard 4' Diameter Manhole exceeding 6'; Per vertical foot � ��"'CIb1 ads And /V� Cents ' � Construct Standard 4' Diameter Drop Manhole, 0'-6'; Per each `w ,� n �,�f �(� l��l ��/� ��,%��,�a/t'� ,� `6ollars � And � 0 Cents Additional Depth for Standard 4' Diameter Drop Manhole exceeding 6'; � Per vertical foot � Ilars And �d Cents B3-3 � ��D, D� $ S�OD�DD $ l D � � � �/��D��00 � { $ g, �'a�, a� � �, � �c� �C�D ��0� 40 � ��. D d � �, �� - o d � ADDENDUM NO. 1 � � � � �II �I �� I � I � 15. 16. � �E:� 19. 20. 7 EA. 3 EA. 10 EA. 10 EA. 1,190 L. F. Water Tight Manhole Insert Per each , �f`� l�" �i �E; Dollars And �0 Cents , Water Tight Stainless Steel Manhole insert; Per each � ,_('�. � 'Dol a�sr�� And �� Cents Concrete Collar for Sanitary Sewer Manhole; Per each r ��.Dollars And lll t� Cents ' ' Vacuum Test Manhole; Per each ��1 �, l o rs And �-t� Cents Trench Safety System for excavations in excess of five feet deep; � Per linear foot - �� Dollars ,- And �c"f� Cents . , 2,005 L.F. Post Construction TV Inspection; Per linear foot �%1� Dollars And /�� Cents B3-4 � �5. o� � .�`9�'0� � ��5. �� i,D��,--4 � �o�ld•Dd � � 1a a, ao' �� o.�r� $ a �oo, a � � /�l� $_1,�� 1, 3a� oa $ a,�o�rd� ADDEND.UM NO. 1 � �� '� I I � � 0 � � �� 21. 22. 23. � 25. 24. 457 L.F. Asphalt Pavement Repair per Figure 4; Per linear foot — Y� Dollars And /I��1 Cents 74 L.F. Concrete Pavement Repair per � Figure 1; � Per linear foot I D ' Dollars � � And !V r� Cents � I � 51 L.F. Replacement of concrete curb � and gutter; � � Per linear foot � ` � Dollars' ,, And � � Cents 30 V.F. 191 L.F. 2 EA. Manhofe Protective Coating; Per vertical foot ��o�� And %�%� Cents Hydro Mulch Seeding; Per linear foot �� (� 'V Dollars And � ( li l°. Cents Pre-Construction De-hole; Per each � I Dollars And �v� Cents 63-5 $ �3.0� � ��. D D � �3 D� �J'�� B �� $�� ' r� � 3,1a� a� , � �, � g3 oa , � .��ta, a� � 9�� o � $�00�� 0��(�1 Dd ADDENDUM NO. 1 r i � � � � � � � � � � � � � � � I ' 25. 26. 1 Ton D.I.P. Fittings; Per ton ��r�U a�� , l �1VN�T�Uf1.Sc3Y1(�� Dollars� And �4 Cents $ ��'�D $ Q, �(� '�� 5 SY Rock Riprap (18") for Channel Lining; Per square yard ' � � Dollars And /, V �% ` Cents $ �'`� �� $ �7,�, D � UNtT 3- BID TOTAL AMOUNT BID: $�� . ��0�� - , (TRANSFER TOTAL TO PAGE B-SUMMARY) � G � ► �t � � • �4 �t � � B3-6 ADDENDUM NO. 1 � 'J � � � � � � � � � � � � � � � � � *CITY APPROVED PRODUCT AND **APPROVED METHOD FORM *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND PROVIDE GENERIClTRADE NAME: . STANDARD SPEC. SPEC. N0.% J E1-31 E1-25 E1-27 E1-28 4" thru 30" 4" thru 15" 4" thru 15" 18" thru 27" E100-2 18" thru 48" Consult the City of Fort Warth, Texas Standard Product List to obtain the GenericlTrade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. B3-7 r � � � � � � � � � PART B - PROPOSAL Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Non resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statue is attached. Non resident bidders in the State of , our principal or majority owner is in the State of � Texas. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. , � This contract is issued by an organization which qualifies for exemption pursuant to the provisions o Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed � by or incorporated into the project construction, are subject to State sales taxes undder House Bill 11, enacted August 15, 1992. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges at the time of executing this contract. � �� The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and to complete the contract within: UNIT 3 - Ninety (90) days after the beginning of construction as set forth in the written order to be furnished by the Owner. This project is included in the Administrative Order issued by the U.S. Environmental Protection Agency, and contract completion within the above stipulated contract time will be strictly enforced. B3-8 � J � I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of he foregoing bid: � � �� J � � � Addendum No. 1. (Initials) Addendum No. 2. (Initials) Addendum No. 3. (Init�als) Addendum No. 4. (Initials) (SEAL) Date: Respectfully submitted, �O UTlT l�C (/�/ 4/ /�I�`�✓ �`-� '�"� !`T.'' �i By: Title: n ' .�/ Address: �Q�� /� � �.�� G�/��c �� `�� U Telephone: g � �'— � � 7� L��j � / � � J �� .J � � � � � � B3-9 � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 � ' ' � .� I � �� ;; � � � � � TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-l.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITI�NS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manaqer City Attorney C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6l (6) (6) (6) (6) Director of Public works Directoz, City Water Department Enqineer Contractor Sureties The Wozk or Project Working Day Calendar Day Legal Aoliday Abbreviations Change Order Paved Stzeets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 Bid Security (1) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) � C2-2.7 Delivezy of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 C5-5 C5-5.1 CS-5.2 CS-5.3 CS-5.4 C5-5.5 C5-5.6 CS-5.7 CS-5.8 CS-5.9 CS-5.10 C5-5.11 CS-5.12 CS-5.13 C5-5.14 CS-5.15 CS-5.16 CS-5.17 C5-5.18 AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals � Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Pzogress Schedules for Water and Sewer Plant Facilities CONTROL OF WORR AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Cor.:.ract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectozs Inspection Removal of Defective and Unauthorized Substitute Materials or Equipment Samples and Tests of Materials Storage of Mnterials Existinq Structures and Otilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Znspection C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (6) C4-4 (1) C4-4 (1) C4-+4 (1) C4-4 (2) C4-4 (2) C4-4 ( 3 ) C4-4 (4) CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 Work CS-5 C5-5 CS-5 CS-5 C5-5 CS-5 CS-5 CS-5 CS-5 (1) (1) (2l (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) � � � I � , i ' � i� � � .,� , r ' � � I '3 C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C5-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 c�-�.i C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Pntented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damaqes Adjustment of Relocation of Public Utilities, etc. Temporary Sewez Drain Connections Arrangement and Charqes of Water Furnished by City Use of a Section of Portion of the Work Contzactor's Responsibility for Wozk No Waiver of Leqal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices (3) C6-6 C6-6 C6-5 C6-6 C6-6 (1) (1) (1) (2) (2) C6-6 ( 3 ) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 t6) C6-6 ( 8 ) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 (11) C6-6 (11) C5-6 (12) C6-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) t2) (3) (4) t4) (4) (5) (6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) CS-8 (1l C8-8 (1) C8-8.3 CB-8.4 CS-8.5 C8-8.6 C8-8.7 C8-8.8 C8-6.9 C8-8.10 CB-8.11 CB-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Aetainage Withholding Paya►ent Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) CB-8 (1) CB-8 (2> C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5> C8-8 (5) (4) � � GF.NF.R�►.�. CONS'TROCTION NO� � , �, � � � ��`l r� � �! 1. Applicable desiqn and details shall conform to "General Contract Documents and Specifications for water Department Pro�ects" (GCD) effective July 1,1978, with the latest revisions. 2. All horizontal blockinq, cradle blockinq, and vertical tie-down blockinq to be in accordance with Fiq.(s) 9, l0, and 11 of the GCD. 3. Fire hydrants shall be located a minimum of 3'-0" behind the face of curb per Fiq. 5 GCD. 4. All gate valve installations for sizes up to 12" are to be per Fig. 3 GCD and sizes 16" and larqer Fiq. 4 GCD. 5. The proposed water and/or sewer mains at times will be laid close to other existinq utilities and structures both above and below the qround. The contractor shall make necessary provisions for the support and protection of all utility poles, fences, trees, shrubs, qas mains, telephone cables, cables, drainage pipes, utility services, and all other utilities and structures both above and below the qround durinq construction. It is the contractor's responsibility notify all utility owners prior to any construction in the area and verify the actual location of all buried utilities that may or may not be shown on the plans. The contractor shall preserve and protect all underqround and overhead � to facilities and be responsible for any damage he may cause to them. The Contractor shall contact the followinq @ least 48 hours prior to excavating at each location: Fort Worth Water Department Lone Star Gas Company `'` Texas Utility Service Company Southwestern Bell Telephone Company � Western Union Cable Division Sammons Cable T.V. 871-8306 Metro (�14) 263-3444 336-2328 Enterprise 9800 (214) 939-1930 737-4731 6. Contractor�shall verify the elevation, configuration, and � anqulation of existinc� line prior to construction of tie-in materials. Such verification shall be considered as subsidiary cost of project ;'and no additional compensation will be � allowed. Elevation adjustments at connections may be made with bends, offsets, or joint deflections. All nonstandard bends shall be made usinc� the closest standard M.J. fittings with the � required 7oint deflections.(deflections not to exceed manufacturer's recommended deflection per joint) �i ' � 1 7. Contractor shall keep at least one lane of traffic open at all times during construction and access to all places of business and residence at all times.(reference C6-6.5 GCD) 8. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6.6 GCD) 9. Trenches which lay outside existing or future �avements shall be backfilled above the top of the embedment vith Type "C" backfill material. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" material shall be used. All backf ill material shall be compacted to a minimum of 90� proctor density by means of tampinq only. Trenches which cross under existinq or future pavement shall be backfilled per Fig. "A" with 95� proctor density by jetting, tamping, or a combination of such methods. � 10.Rim elevations of the proposed sanitar�+ sewer manholes in repaved streets are shown as final finished qrades in these plans. TheX shall be constructed to 15" below final finished qrade by utility contractor and adjusted by pavinq contractor w� in accordance with Fiq. M of the special contract documents. Manhole inserts and concrete collars shall be installed where indicated on the plans per E-100-4 and Fiq. 121 of the special contract documents respectively. Standard four foot diameter manholes shall be in accordance with section E2A, Fiq. 103 and :.1 Fiq. 104 GCD, standard four foot drop access manholes per Fiq. 107 GCD, and shallow manholes per Fiq. 106 GCD. � 11.The top of the water lines shall be a�minimum of 3'-6" below the to� of the curb for 12" and smaller mains except where � otherwise shown on these plans. 12.A11 water meters shall be placed or relocated 3'-0" behind the face of the proposed curb or as directed by the Engineer. .�++ 13.A11 existinq water services shall be replaced with 1" minimum copper tubing unless a larqer size is indicated on the plans. L Corporation stops shall be fully opened prior to trench backfill. Curb stops with lock wings shall be tested for full flow when the system is pressure tested. 'I � � ' Extend 1" water services to those lots where no water services have been extended to. Locate these services at normal locations or as directed by the Engineer. a.The normal location of water service lines shall be 5' east or north of the center of the property frontage. b.For 40' or less lot frontage, all water services shall be placed 18" from the east or south property line. � �� PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract � Documents the followinq terms or pronouns in place of them aze used, the intent and meaning shall be understood and interpreted.as follows: w C1-1.2 C9NTRACT DOCOME�TTS: The Contract Documents are all of the writfen and drawn documents, such as specifications, bonds, addenda, plans, etc., which qovern the terms and performance of the contract. These are contained in the y� General Contract Documents and the Special Contract Documents. �-, � I�� a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: � PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developez) i.,; PART D- SPECIAL CONDITIONS PART E - SPECIFICATIONS � PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) tSample) � � � � ' � White White Canary Yellow Br own Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCDMENTS: The Special Contract Docwnents are prepared for each specific project as a supplement to the Genezal Contract Documents and include the followinq items: PART A- NOTICE TO BIDDERS above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Advertisement) Same as PART H- PLANS (Usually bound separately) C1-1 (1) � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 �ROPOSAL: The completed written and signed offer or tender o a bidder to perform the work which the Owner desires to have done, together with the bid secuzity, constitutes the Proposal, which becomes bindinq upon the Bidder when it is officially zeceived by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the custo�azy procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever Conditions precedence there may be a conflict between the General and Special Conditions, the latter shall take and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contzact Documents and not specifically covered in the General Conditions. When con5idered with the General Conditions and other elements of the �ontract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the pzoject. C1-1.8 SPECIFICATIONS,: The Specifications is that section or part of the Contract Documents which sets f orth in detail the requizements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulntions, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written quarantee or security furnished by the Contractor for the prompt and C1-1 (2) � � °] faithful performance of the contract and include the 1 foll�wing: I4 � ., a. Performance Bond b. Payment Bond (see c. Maintenance Bond d. Proposal or Bid to Bidders, Part (see paragraph C3-3.7) paragraph C3-3.7) tsee paragraph C3-3.7) Security (see Special Instructions A and C2-2.6) C1-1.10 CONTRACT: The Contzact is the formal signed agreement between the Owner and the Contractor coverinq the mutual understandinq of the two contracting parties about the project to be completed under the Contzact Documents. C1-1.11 PLANS: The plans aze the drawinqs or reproductions therefrom made by the Owner's representative showing in detail �+ the locatioa, dimension and position of the various elements of the project, including such profiles, typical � cross-sections, layout diaqrams, working drawinqs, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing � changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the ' Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. � C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State ' Statutes, actinq by and through its gcverning body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of � Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are � synonymous. ir � C1-1.13 CITY COpNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. � C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the�City of Fort Worth, Texas, or his duly authozized representative. � ' � C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1 (3) ' M' � ' C1-1.17 DIRE�TOR OF PUBLIC WORRS: The duly appointed official of the City o Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRE�TOR CITY WATE DEP RTMENT: The duly appointed Director of the �ity Watez �epar�ment of the City of Fort Worth, Texas, or his duly authozized representative, assistant, oz agents. . C1-1.19 ENGINEER: The Director of Public Works, the Dizector of the Fort Worth City Water Department, or theiz duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The company, firm, association, contract with the Ownez fo directly or through a duly sub-contractor is a person, contract with the principal materials or only labor, for ' �I ' ' I person, persons, partnership, or corporation, entering into a ' r the execution of the work, acting authorized representative. A firm, corporation, or others under � contractor, supplying labor and work at the site of the project. ` C1-1.21 � URETIES: The Corporate bodies which are bound by such bon s are required with and for the Contractor. The sureties engaged aze to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORR OR PROJECT: in and covered by the Contrgct limited to the furnishing of equipment, and incidentals nec and serviceable project. . � I The completed work contemplated � Documents,�including but not ` all labor, materials, tools, �ssary to produce a completed � C1-1.23 WORRIN� DAY: A working day is defined as a calendar day, not includinq Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays prescribed by the City Council of the Cit observance by City employees as follows: shall be observed as y of Fort Worth for � Cl-1 (4) � � � � , � � � � � • � � � � r� � � 1. 2. 3. 4. 5. 6. 7. B. 9. New Yeaz's Day January 1 M. L. Ring, Jr. Birthday Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thuzsday in November Thanksqivinq Friday Fourth Fziday in Ncvember Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Hiqhway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot per Enqineers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works $ - Percentum Association R -�Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Lineaz or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Squnre Yard Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron C1-1 (5) C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids weze submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Ordez unless the increase or deczease is more than 258 of the amount of the particular item oz items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND.ALLEYS: A paved street or alley shall be definea as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic conczete with or without separate base material. 2. Any type of asphalt surface•treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street,.alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') feet back of the curb lines�or four (4') feet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) � � ' � � � � � � � SECTION C - GENERAL CONDZTIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PR�POSAL FORM: The Owner will furnish bidders with proposnl orm, which will contain an ftemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal f orm�will state the Bidder's general understandinq of the project to be completed, provide a space f or f urnishinq the amount of bid security, and state the basis for entezing into a formal contract. The Owner will furnish f orms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for openinq of bids. ' The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holdinq a valid permit issued by an appropriate state licensinq agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a biddinq date falls within the time a new statement is beinq prepared, the pzevious statement shall be updated by proper verification. Liquid assets in the amount of ten (108) percent of the estimated project cost will be required. � For an experience record to be considered to be acceptable for a qiven project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project foz which bids are to be received, and such experience must have been on projects �'' completed not more than five (5) years prior to the date on which are to be zeceived. The Director of the Water � department shall be sole judqe as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. ' � � � The prospective bidder shall schedule the equipment he has available for the project and state that he will zent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF gUANTITZE$� • The quantities of work and materials to be furnished as may be listed in the proposal C2-2(1) r. � forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be fuznished may b.e increased or decreased as hereinafter provided, without in any way invalidatinq the unit prices bid or any other require�ents of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SZTE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Ccntract Docwnents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read � and become familiar with the Contract Documents, to visi,t the site of the project and examine carefully all local �' conditions, to inform themselves by their own independent � research and investigations, tests, borinq, and by such other means as may be necessary to qain a complete knowledge of the conditions which will be encountered durinq the construction , of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for � its completion, and obtain all information required to make an �. intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in °� the Contract Documents and officially promulgated addenda j� thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data � which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the � biddez has made the investigations, examinations and tests ;. herein required. Claims for additional compensation due to variations between conditions actually encountered in � construction and as indicated in the Contract Documents will ;� not be allowed. The logs of Soil Sorings, if any, showinq on the plans are for general information only and may not be correct. Neither the C2-2(2) � � I� Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his � Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, writte�n in ink in both words and numerals, for which he ' proposes to do the work contemplated oz furnishe the materials required. All such prices shall be written leqibly. In case of discrepancy between the price written in words and the � price written in numerals, the price most advantaqeous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. � Zf a proposal is submitted by a firm, association, or partnership, the name and address of each member must be � given, and the proposal must be siqned by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or �, corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be aff ixed. Power of Attorney authorizinq agents or others to siqn proposal must be properly certified and must be in writing and �+ submitted with the proposal. � C2-2.5 REJECTI QN OF ROPOSALS: Proposals may be rejected if they show any alterat� on of words or fig�ures, additions not called for, conditional or uncalled for alternate bids, � incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. .� C2-2.6 BID SECURZTY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character and � in the amount indicated in the •Notice to Bidders" and the "Proposal." The Bid Security is requized by the Owner as evidence of good faith on the part of the Bidder, and by way ' of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract � is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. � r C2-2(3) ' C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its pzoper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manaqer, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING P�O�OSALS: Pzoposals actually filed with the City Manager canno e withdrawn prior to the time set for opening pzoposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Managez, and filed with him prior to the time set for the opening of proposals. After all pzoposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed mgy, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODI ICATION OF PROPOSj�. S: Any bidder may modify his proposal by te�eqraphic communicai�ion at any time prioz to the time set for openinq proposals, provided such telegraphic communication is received by the City Manager prioz to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such teleqraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal._ C2-2.10 PUBLZC OP�NING OF PROPOSI�,; Proposals which have been properly filed an for which no Non-consideration Request" � has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders.' All proposals � which have been opened and read will remain on file with the ,, Owner until the contzact has been awarded. Bidders or their authorized representatives are invited to be present for the � openinq of bids. u C2-2.11 IRRE ULAR PROPOSALS: Proposals shall be considered as being "Irregu�ar" if they stiow any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the C2-2(4) � � Owner resezves the right to waive any and all irregularities e and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. � � � � L_ � � � � �r � � � ' � ' C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disquali�ied and their proposals not considered for any of, but not limited to, the following reason: a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds f or believinq that any bidder is interested in more than one proposal for work contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contzact oz having defaulted on a previous contract. e. The bidder having perfozmed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showinq especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Biddez. 3. An equipment schedule showinq the equipment the biddez has available for use on the project. The Bid Proposal of a biddez who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) � ' ' � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECOTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCIIMENTS: C3-3.1 CQNSIDERATION OF PROPOSALS: After proposals have been �,�,I opened and reac� alouci, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the , proposal, and the applicatioa of such formulas or other methods of bzinging items to a common basis as may be established in the Contract Documents. ' The total obtained by taking the sum of the products of unit prices quoted and tbe estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost � of the completed project will be considered as the amount of the bid. ' Until the award of the contract is made by the Owner, the riqht will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for , the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/W�MEN-OWNED �OSINESS , ENTERPRISE COMPLIANCE: Contractor agrees o provide o Owner, upon request, complete and accurate information reqarding actual work performed by a Minority Business Enterprise (MBE) �„ and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, - upon request by Owner, to allow and audit and/or an examination of any books, zecords, or files in the possession � of Contractor that will substantiate the actual work performed �il by the MBE or WBE. Any material misrepresentation of any nature will be qrounds for termination of the contract and for ' initiatinq any action under appropriate federal, state or local laws and ordinances relatinq to false statements; further, any such misrepresentation may be grounds for � disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner foz a period of time of not less than six (6) months. C3-3.3 E�OAL EMPLOYMENT �ROVISIONS: The Contractor shall � comply with Current City Ordinance prohibitinq discrimination in employment practices. � l _J C3-3 (1) � The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractoz. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITBDRAWAL OF PROPOSALS: After a proposal has been read by the �wner it cannot be withdrawn by the Biddez within forty-five.(45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the zight to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if an award is made, will be to the lowest and best res�onsible bidder_ The award of the contract shall not become effective until the Owner has notified the Contractor in writinq of such award. C3-3.6 RETURN OF PROPOSAL SECIIRITIES: As soon as proposed price totals have been determinea for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Ownez has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of neqligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) � e bond shall guarantee the payment for all labor, 1 materials, equipment, supplies, and services used in the construction of the work, and shall zemain in full force and effect until provisions as above � stipulated are accomplished and final payment is made on the project by the City. 1 1 ' ' i� , � � r � � b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the pzompt, full and faithful performance of the general quaranty which is set forth in paragraph CS-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced.by the proposal tabulation or otherwise, quaranteeing the prompt, f ull and f aithf ul payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contrnctor. No sureties will be accepted by the Owner which are at the time in default oz delinquent on any bonds or which are interested in any litigation aqainst the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an appzoved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the ownez. In order to be acceptable, the name of the surety shall be included on the curzent O.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount ahown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on th � at any time by the Owner, to that effect and the � e contract be determined unsatisfactory notice will be given the Contractor Contractor shall immediately provide a C3-3 (3) C new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF �ONTRACT: Within ten (10) days after the Owner has by appropria e resolution, or otherwise, awarded the contract, the Contzactor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Docua►ents . No contract shall be bindinq upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILIIRE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds oz to siqn the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Ownez by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNZNG WORR: The Contractor shall not commence work until authorized�in writing to do sa by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contrnctor shall not commence work under this contract until he has obtained all the insuzance required under the Contract Documents, and such insurance has been approved by the Owner. The pzime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4) � ' � � � � � � � � � � � � � � �ir' certificate of insurance for approval. The prime contzactor shall indicate on the certificate of insurance included in the documents for execution whether or nct his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPEN�SATION INSU�tANCE: The Contractor shall main�sin, during the life of this con.tract, Workers' Compensation Insuzance on all of his .employees to be engaqed in work on the project under this contract, and for all sub-contractors. In case any class of employees engaqed in hazardous work on the project under this contract is not protected undez the Workers' Compensation Statute, the Contractor shall provide adequate employez's general liability insurance f or the protection of such of his employees not so protected. b. CO�PRE�ENS�V� GENERAL LIABILITY IN$URANCE: The Con rac or s a 1 procure anci shalY ma�ntain �duzing the life of this contract Contractor's Comprehensive General Liability Insurance tPublic Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 coverinq each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the b a ove-mentioned policies, and in the amount as set f orth for public liability and propezty damage, the following insurance: . 1. 2. 3. 4. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blastinq being done. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed adiacent to same). Damage to underqround utilities for 5500,000. C3-3 (5) � 5. 6. Builder's risk (where above-qround structures are involved). Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Compzehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than 5500,000 on account of one accident, and automobile property damage insurance in an amount not less than S100,000. e. SCOPE OF INSURANCE AND S�ECIAL HAZARD: The insurance required under the a ove paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whethez such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INS RANCE: The Contractor shall furnish the Owner wi�� satisf actory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance zequirements made upon the Contractor.shall apply to t.he sub-contractor, should the Pzime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bondinq companies with w�om the Contractor's insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3-3 (6) � ' � ' � � � City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one up on whom service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant oz any property ownez who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. � C3-3.12 CONT�tACTOR'S OBLIG �TION�S: Ondez the Contract, the Contractor shall pay for ail materials, labor and services when due. �" C3-3.13 WEERLY PAYROLL: A certified copy of each payroll covering payment of wages�to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close � of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Ccntract Documents � shall be kept posted in a conspicuous place at the site of the project at all times durinq the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, postinq and protection of the wage rates � shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, - whether a person, persons, partnership, compnny, firm, � association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will � have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall-charge, delegate, or assign this office (or � he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be � made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, � thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other i� � '!A1�*�h w ^r...,,,�•.... � �.�.. C3-3 (7) � ,/ , - � � ► u 1\M�� 1 . Y `��U r �"r� 1uI13 matter associated such as maintaining adequate and appzopriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth-Dallas metropolitan aZea, notification of the Contractor's assignment of local authority shall be made in writing�to the Enqineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assiqnment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfactiDn of Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer �aay, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) � , ' tSECTION C4-4 SCOPE OF WORR PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORR C4-4.1 INTENT OF CONTRACT DO�OMENTS: It is the definite � intention oi these Contract ocuments to provide for a complete, useful project which the Contractor undertakes to� construct or furnish, all in full compliance with the �! requirements and intent of the Contzact Documents. It is definitely understood that the Contractor shall do all work as A provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to r complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, � machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. � C4-4.2 SPECIAL PROVI,SIONS: Should any work or conditions which are not thorouglily and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract �+ Documents, then "Special Provisions" coverinq all such work will be prepared by the Owner previous to the time of � receivinq bids or proposals for such work and furnished to the Bidder in the f orm of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents � just as though they were originally written therein. � � �r C4-4.3 IN REASED OR DECRE SED QUANTITIES: The Owner reserves the righ� �o alter the quan�ities of �%e work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perf orm the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the oriqinal quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the oriqinal quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) � . � 1 waiving or invalidating any conditions or provisions of the ' Contract Documents. Vaziations in quantities of sanitary sewer pipes in depth ' categories, shall be interpreted herein as applying to the overall quantities or sanitazy sewer pipe in each pipe size, but not to the various depth categories. � C4-4.4 ALTERATION OF CONTRACT DOCUMENT$: By Chanqe Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project ns a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORR: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reascns for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work f or payments or credits as shall be determined by one or more combination of the following methods: a. b. Unit bid price previously approved. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the-time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 108 of the actual cost of such extra work. The fixed fee is not to include nny additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the fozm and in the method C4-4 (2) � � , �i � suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Ordez" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of .any kind will be allowed unless ordered in writing by the Owner. In case any ozders or instructions, either oral or written, appear to the Contractor to involve Extra Work foz which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not � constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall � proceed with the work after makinq written request f or written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). � Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time f or making the fizst estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all lnbor and j� materials expended upon the said Extra Work. ' The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual � ' installation. `. � � � �, � ' The compensation agreed upon for 'extra work' whether or not iniitiated by a'change order' shall be a full, comglete and final payment for all costs Contractor incurs as a result or relating to the change oz 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 or the change or extra work. C4-4.6 SCHEDU�E OF OPERATIONS: Before commencing any work under this con ract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a"Schedule of Operations," showing by a straiqht line method the date of commencing and finishing each of the majoz elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There C4-4 (3) shall be presented also a composite graph showing the anticipated progzess of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SC�EDULES FOR WATER AND SEWER�PLANT FACILITIES: Within en (10) days prior to submission of first monthly proqress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contr.actor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Czitical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Thzee copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following quidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencinq requirements nnd comple�ion time. b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed 550,000. Fabrication, delivery and submittal activities are exceptions to this quideline. C4-4 (4) � � c. Durations shall be in calendar days and normal e holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. � d. One critical path shall be shown on the construction sche�iule. � e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM ' construction schedule. Float time is not f or the exclusive use or benefit of either the Contractor or the Owner. ' f. Thirty days shall be used for submittal review unless otherwise specified. e The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be � broken down into activities in enough detail to achieve � activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontzacts whose work is represented by activities that follow the guidelines of this Section. � For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. � 2. , 3. 4. i 5. � 6. 7. ' 8. � � Preparation and transmittal of submittals. Submittal review periods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. Installed equipment and materials testing. Owner's operator instruction (if applicable). Final inspection. C4-4 (5) r r 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. Zn addition, the Owner may require the Contractor to submit a revised schedule demonstrating his proqram and pzoposed plan to make up laq in scheduled proqress and to insure completion of the wozk within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts oz the overtime operations without additional cost tc the Owner. I C1 ' ' 1 ' Failure of the Contractoz to comply with these zequirements ' shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insuze its completion within the time specified. ' C4-4 (6) 1 ' � w � r � � � � 1 � 1 � � � � ' �' � � � ' � � � ' PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORR AND MATERIALS SECTION CS-5 CONTROL OF WORR AND MATERIALS CS-5.1 ADTHqRITY OF EN�INEER: The work shall be performed to the satisfac�ion of the nqineer and in strict compliance with the Contrart Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed,.rate of proqress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual riqhts between Contractor and Owner under these Contrnct Documents, supervision of the work, resumption of operations, and all other questione oz disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thezeto, and he will not be responsible for Contractor's failure to pezform the work in accordance with the contract docun►ents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. Sis estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner•shall have executive authority to enforce and make effective such necessary decisions and ozders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a wzitten decision on the matter in controversy. CS-5.2 CONFORM2TY WITH PLANS: The fiaished project in all cases shall conform with li�nes, qrades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction Will in all cases be detezmined by the Engineer and authozized by the Owner by Chanqe Order. CS-5 (.1) CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as bindinq as thougti it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall qovern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the Contract Documents, and the Owner shall be permitted to make such corzections or interpretations as may be deemed necessary for the fulfillment of the. intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Enqineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractoz shall be deemed to have quoted the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of t�e Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thezeof and shall cooperate with the Engineer, his inspector, and other Contractors in evezy possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking super:ntendent and ah assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understandinq the Contract Documents and shall receive and fulfill instructions from the Owner, the Enqineer, or his authorized representatives. Pursuant to this responsibility of the Contractoz, the Contractor shall desiqnate in writing to the project superintendent, to act as the Contractor's ag ent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the pzoject Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to CS-5 (2) � i adequately provid ' traveling public oz project extends or project routing. �� lJ � � e for the safety or convenience of the the owners of property across which the the safety of property contiguous to the The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERC�EN�Y AND/OR RE�TIFICATION WORR: When, in the opinion of the wner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emerqency condition. Such a response shall occur day or niqht, whether the project is scheduled on a calendar-day or on a wozking-day basis. ' Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the �„ project specifications or plans, the Engineer sha1Z give the ' Contractor written notice that such work or changes are to be � performed. The written notice shnll direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the ■i Contractor does not take positive steps to fulfill this written request, oz does not show just cause f or not taking ' the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such � remedial action, plus 258, fzom any funds due the Contractor on the project. CS-5.6 FIELD QFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the y� Engineer, if specifiCally called for. The field office shall be not less than 10 by 14 feet in floor area, substantially � constructed, well heated, air ccnditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. � CS-5.7 CONSTRU�TION STARES: The City, throuqh its Engineer, will furnish t e Contractor with all lines, grades, and measuzements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of ma=king as may be found �„ consistent with good practice. � CS-5 (3) � These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or mazkings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or mazkings have been carelessly or willfully destroyed, disturbed, or zemoved by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will�be charged against the�Contractor, and the full amount will be deducted from payment due the Contractor. CS-5.6 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Enqineer as to the progress of the work and the manner in which it is beinq performed, to report any evidence that the materials beinq furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such tailure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obliqation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the matezials or equipment fuznished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, however, be suthorized to revoke, alter, enlarqe, or release any requizement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the zequirements of the Contzact Documents. He will in no case act as supezintendent or fozeman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractoz may within six days make written appeal to the Engineer for his decision on the matter in controversy. CS-5 (4) � ' C5-5.9 INSPECTZON: The Contractor shall furnish the Engineer � with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the ' Contractor shall, at any time before acceptance of the work, remove oz uncover such portion of the finished work as may be directed. After examination, the Contractoz shall restore said portions of the work to the standard required by the � Contract Documents. , Should the wozk exposed or examined prove acceptable, the 1 uncovering or zemoving and replacing of the coverinq oz making good of the parts removed shall be paid for as extra work, but should be wozk so exposed oz examined prove to be unacceptable, the uncoverinq or removing and the replacing of ' all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. tCS-5.10 REMOVAL OF DEFE IVE AND UNAQTEORIZED WORR: All work, materials, or equipmen�w�ich has been rejected shall be � remedied or removed and replaced in an acceptable manner by - the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the i�i expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the ' Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Enqineer made under the provisions of this paragraph, the Enqineez will have the � authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failuze to require the removal of any defective or unauthorized work shall not constitute acceptance �, of such works. � C5-5.11 SDBSTITUTE MATERIALS OR EQIIIPMENT: If the Specifications, law, ordinance, codes or requlations permit Contractor to furnish or use a substitute that is equal to any � material or equipment specified, and if Contractor wishes to f urnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGZNEER for approval of such substitute certifying in writing � that the proposed substitute will perform adequately the functions called for by the general desiqn, be similar and of equal substance to that specified and be suited to the same �„ use and capable of performing the same function as that specified; and identifying all variations of the proposed � CS-5 (5) � substitute from that specified and indicatinq available maintenance service. No substitute shall be ordered or installed without the written approval of Engineer who will be the judge of the equality and may zequire Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance quarantee�and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contzactor of his responsibility of furnishing materials and equipment fully conforming to the requizements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aqgregates, design minimum; and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples-from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made pzioz to the use of the new materials. CS-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation ehall be stored so as to insure the preservation of the quality and fitness of the work. t When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean duzable surfaces and not on the r CS-5 (6) � � ' ground, and shall be placed under cover when directed. Stored � materials shall be placed and located so as to facilitate prompt inspection. � ,� ! _, � e CS-5.14 EXI$TING STRUCTIIRES AND DTIL2TIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available.•Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans oz to show them in their exact location. Zt is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or zequires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents foz Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in �i advance of constzuction in order that he may negotiate such local adjustments as necessary in the constzuction process to ' provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of � existing utilities, structures and service lines shall include notification of all utility companies at least forty eight � (48) houzs in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be consid-ered as � subsidiary work. � ' � C 1 C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractoz, at least 24 hours in advance, shall be required to: 1. Nctify the Water Department's Distribution Division as to location, time, and achedule of service interruption. CS-5 (7) �� 2. Notify each customer personall responsible personnel as to time an of the interruption�of their service, ' y through ' d schedule or 3. In the event that personal notification of a customer cannot be made, a prepazed tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neiqhborhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. . Thank you, Contractor Address Phone � ' ' 1 1 ' � b. Emerqency : In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. . CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, throuqh acts or neglect on the part of the Contrac�or, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor aqrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. _ CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the wozk under these Contract Documents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Enqineer. Twenty-fours fours after written notice is qiven to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the CS-5 (8) � � ' � ' � � ' unsatisfactory procedure, the City may take such direct action � as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 258 of such costs, � shall be deducted from monies due or to become due to the Contractor. Upon the completion of the•project as a whole as covered by � these Contract Documents, and before final acceptance and final payment_will be made, the Contractoz shall clean and remove froai the site of the project all surplus and discarded � materials, temporary structures, and debris of evezy kind. He shall leave the site of all work in a neat and ordezly condition equal to that which originally existed. Surplus and ' waste materials removed from the site of the wozk shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thorouqhly clean all equipment and materials installed by him and shall deliver over such materials and I equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. � , CS-5.16 FINAL INSPECTION: Whenever the work provided for in and contemplated under�the Contract Documents has been satisfactorily completed and final cleanup performed, the Enqineer will notify the proper officials of the Owner and � request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After ' such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper � resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of f inal inspection of the work. , � 1 ' � CS-5 (9) ' 0 � ' PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY � SECTION C6-6 LEGAL RELAT NS AND OB �C �tESPONS aILITY �6-6.1 LAWS TO BE OBSE �s The �on�ractor sha�l at all times observe and comply wi� all Federal and State Laws and City � ordinances and requlations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist �"' or which may be enacted later by bodies having jurisdiction or . authority for such enactment. No plea of misunderstanding oz iqnorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of � its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any � such law, ordinance, requlation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all �! permits and licenses, pay�all charges, costs and fees, and r give all notices necessary and incident to the due and lawful prosecution of the work. � C6-6.3 PATENTED DEVICES M1�TERI�ILS AND PRO�ESSES: If the Contractor is required or c�esires �,o use any esiqn, device, � material, or process covered by letter, patent, or copyright, he shall provide foz such use by suitable leqal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without �! exception the contract prices shall include all royalties or cost arising from patents, trade-mazks, and copy riqhts in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such i' patented desiqn, device, material or process, or any trade-mark or copy right in connection with the work aqreed to be performed under these Contract Documents, and shall indemnif y the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any � time duzing the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brouqht for the � infringement of any patent claimed to be infringed upon by the desiqn, type of construction or material oz equipment specified in the Contract Documents furniehed the Contractor by the Owner, and to hold the Contractor harmless on account '"' of such suits. � C6-6 (1) ' C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spzead of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Lnw shall be pu� into immediate fcrce and effect by the Contzactor. The necessary sanitary c�onveniences for use of laborers on the work, properly secluded from public obsezvation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLZC SAFETY AND CQNVENIENCE: Materials or equipment stored about the work shail be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a mannez as not to impniz the safety or convenience of the public, including, but not limited to, safe and convenient ingress and eqress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingzess and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Enqineez. If diversion of traffic is approved by the Enqineer at any location, the Contractor shall make arrangemeats satisf actory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Enqineer for the divez6ion of traffic, and sh�ll, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges foz such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fize hydrants, fire alarm boxes, police call boxes, wnter valves, C6-6 (2) � ;i � � � e � � gas valves, or manholes in the vicinity. The Owner reserves the ziqht to remedy any neglect on the part of the Contractor as regazds to public convenience and safety which may come to its attention, after twenty-f our hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such wozk done or materials fuznished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractoz, after approval of;the Enqineer, shall notify the Fire Department Headquarters, Traffic Enqineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Enqineer, shall keep any street, streets, or highways in conditfon for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contracter is required to construct temporary bridges or make other arraagements f or crossing over ditches or streams, his responsibility for accidents in connection with such czossinqs shall include the roadway approaches as well as the structures of such crossings. � The Contractor shall at all times conduct his operation and the use of ccnstruction machinery so as not to damage or � destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in � settlement of such claims. The Contractor shall file with the • Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND � RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions � of the public streets and alleys, or other public places or other riqhts-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writinq by the Engineer. A � reasonable amount of tools, materials, and equipment for construction purposes may be stored in such epace, but no more than is necessary to avoid delay in the construction � operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed � and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be ,� C6-6 (3) C carried on in such manner as not to interfere with the operation of trains, loadinq or unloading of cars, etc. Othez contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be pr.ovided all reasonable facilities and assistance for the completion of adjoininq work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense.. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any zight-oi-way ot any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performinq the work and take all precautions for safety of propezty and the public. Negotiations with the railway companies foz permits shall be done by and through the City. The Contractor shall qive the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contzact Documents. C6-6.8 BARRZCADES, WARNING$ AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the prAteetion of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient nwnber of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on'or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at theiz respective assignments in sufficient numbers to protect the work and prevent accident or dnmage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffi� Control Devices for Streets and Sighways" issued under the authority of the "State of Texas Oniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) � l_ J The Contractor will not remove any requlatory sign, ' instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the � Contractor shall contact the Transportntion and Public Works department, Signs and Markinqs Divisicn (phone number 8780-8075), to remove the sign. In the case of zegulntory signs, the Contractor must replace the permanent sign with a � temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent siqn. If the temporary � sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When � construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the � permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for all damage to the A work or the public due to failure of barricades, signs, fences, liqhts, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may ordez the damaged portion immediately removed and replaced by � the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, ' signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. � No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor foz the work and materials involved in the constzucting, providing, and maintaining of barricades, signs, fences, and lights or �, for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other � incidentals necessary for the proper protection, snfety, and convenience of the public durinq the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. � C6-6.9 DSE OF EXPLOSIVE , DROP WEIGHT, ETC.: Should the Contractor elect to use exp�osives, drop weight, etc., in the � prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper zepresentative of any � public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in V C6-6 (5) � advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall�submit notice to the Engineer in writing twenty-four houzs prior to commencinq and shall furnish evideace that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. Al1 claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City oz the claimant. The City shall pzoceed to qive notice to the Contractor of any such claim. The use of explosives may be suspended by the Enqineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure mannez and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are beinq transported shall be plainly m.arked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORR WITHIN EASEMENTS: Wheze the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessnry for the prosecution of the work. Any additional rights-of-way or work area considezed necessary by the Contractor shall be provided by him at his own expense. Such additional riqhts-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the at=ectea area. zne contracLor snall noc enL propezty for any purpose without having pre permission from the owner of such property. will not be allowed to store equipment or mat property unless and until the specified a p=operty owner has been secured in writing t and a copy furnished to the Engineez. Dnles provided otherwise, the Contractor sh rights-of-way or easements of obstructions removed to make possible proper prosecution part of the project construction operations. shall be responsible for the preservation o �z upon privaLe riously obtained The Contractor erial on private �proval of the y the Contractor s specif ically all clear all which must be of the work as a The Contractor E and shall use C6-6 (6) � � every precaution to prevent damage to all trees, shrubbery, ' plants, lawns, fences, culverts, curbinq, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances � thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. � ' � � � � � .. The Contractor shall notify the proper representatines of owners or occupants of public or private lands or i.nterest in lands which might be aff ected by the work. Such notice shall be made at least 48 hours in advance of the beqinning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company,.individual, or other, either as owners or occupants, whose land or interest in land miqht affected by the work. The Contractor shall be responsible for all damaqe or injury to property of nny character zesultinq from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done ta public or private property on acccunt of any act, omission, neglect, or misconduct fn the execution of the work, or in consequence of the non-execution thezeof on the part of the Contractor, he shall restoze or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repaizing, rebuilding, or otherwise replacinq and restoring as may be directed by the Owner, or he shall make qood such damages or injury in a manner acceptable to the owner of the property and the Enqineer. All fences encountered nnd removed during construction of �-, this project shall be restored to the original or a better �, than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be � crossed, the Contractor ehall set cross braced posts on either side of permanent easement before the f ence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed � cut in addition to the cross braced posts provided at the permanent easementa limits, before the fence is cut. � Temporary fencing shall be erected in place of th removed whenevez the work is not in progress and site is vacated overniqht, and/or at all times t � livestock from entering the construction area. The fence removal, temporary closures and replacement subsidiary to the various items bid in the ` C6-6 (7) � fencing when the � prevent cost f or shall be project � proposal. Therefore, no separate payment shall be allowed f or any service associated with this work. In case of failure on the pazt of the Contractor to restore such property to make good such damage or injuzy, the Owner may, upon 48 hour written notice under ordinary cizcumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may_be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and aqreed by the parties hereto that Contractor shall perf orm all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, aqents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contzactoz, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, it� officers, agents, servants, and employees from and against any an all claims oz suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoevez kind or character, whethez real or asserted, arising out-of or in connection with, directly or indirectly, the work and services to be perf ormed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contiactors, subcontractors, licensees and innitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and employees for property damage or loss, and/or personal injuries, includinq death, to any and all persons of whatsoever kind or chazacter, whether real or asserted, arising out of or in connection with, directly or indirectly, the wozk and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) � 1 in whole or in part, by alleged negligence of officers, ' agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and aqrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or ' damages to property of tbe Owner durinq the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in � part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. 1 Zn the event a written claim for damages aqainst the contractor or its subcontractors remains unsettled at the time all work on the pzoject has been completed to the satisfaction ' of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a ' period of 30 days after the date of such final inspection, unless the Contractor shall submit wzitten evidence satisfactory to the Director that the claim has been settled w and a release has been obtained from the claimant involved. If the claim coAcerned remaine unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such �„ semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written �claims pending against the Contractor arising out of the � perf ormance of such work, and such semi-f inal payment may then be recommended by the Director. � The Director shall not recommend final payment to a Contractor � against whom such a claim for damaqes is outstanding for a period of six months followinq the date of the acceptance of the work performed unless the Contractor submits evidence in �,; writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or � 2. Good•faith efforts have been made to Bettle such outstandinq claims, and such qood faith efforts have failed. � If condition (1) above is met at any time within the six month period, the Director shall recommend that the final peyment to the Contractoz be made. If condition (2) above is met at any � time within the six month period, the Director may recoaunend that the final payment to the Contractor be made. At the � C6-6 (9) � expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a clnim for damages is outstanding as a result of �wozk performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation ior any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaininq of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall qive the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containinq any evidence as to the amount of such alleged damaqe. Onless such statements shall be filed as hereinabove required, the Contrnctor's claim for compensation shall be waived, and he shall not be entitled to payrnent on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PQBLIC OTILITIES� ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of makinq such changes or repairs to their property that-may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and foz this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) J � received from these temporary connections until such times as 1 the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ' ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisf actory manner so that no nuisance is created and so that the work under construction will be adequately protected. � � C6-6.16 ARRAN EMENT AND CHARGES .FOR i�I TER FURNISHED BY THE CITY: When t�e Contractor c�esires �o use �i�y water in �„� connection with any constructfon work, he shall make complete and satisfactory arranqements with the Fort Worth City Water ' Department for so doing. City water furnished to the Contractor shall be delivered to iJ the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be , installed by the Contractor at his own expense. The Contractor's zesponsibility in the use of all existing � fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Docua►ents. When meters are used to measure the water, the charges, if ri any, for water will be at the regular established rates. When meters are not used, the charqes, if any, will be as t prescribed by the City Ordinance, or where no ozdinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water � Department. � C6-6.17 USE OF A SE�TIO�I OR PORTION OF THE WORR: Whenever, in the opinion of the ngineer, any section or portion of the work or any structure is in suitable condition, it may be put ,� into use upon the written order of the Engineez, and such usage shall not be held to be in any way an acceptance of said ' work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into , use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. � C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and �, care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part 4 C6-6 �(11 > � i , thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damaqe to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by th� Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFI�IALS: In carrying out the provisions of these Contract ocuments or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they aze agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, 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 witfi State Comptroller's Rulinq .007. Any such exemption certificate issued by the Contractor in Iieu of the tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaininq to the Texas Limited Sales, Excise, and Use Tax Act. � On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contrnctor can probably be exempted in the same manner stated above. C6-6 (12) r ' Limited Sale, Excise and Use Tax permits and information can � be obtained from: � Comptroller of Public Accounts Sale Tax Division � Capitol Station Austin, TX � ' ,. , ' � , ' ' 1 , ' , � C6-6 (13) � � ' � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � SECTION C7-7 PROSECUTION AND PROGRESS.: C7-7.1 SUBLETTIN�: The Contractor shall perform with his own � organization, an with the assistance of workma.n under his fmmediate superintendance, work of a value of not less than fifty (50$) percent of the value embraced in the contract. If *+ the Contractor sublets any part of the vork to be done under these Contract Documents, he will not under any circumstances be relieved of the responsfbility and obliqation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be �" considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to ' character and competency. The Owner will �ot recoqnize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person � or by a superintendent or other desiqnated repzesentatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey,�or otherwise dispose of the contract or his riqhts, title, or interest in or to the same W or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in , by the Sureties. If the Contractor does, without such previous consent, assiqn, � transfer, sublet, convey, or otherwise dispose of the contract or his ziqht, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or � corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall � successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the I Owner as liquidated damaqes f oz the reason that it would be impzacticable and extzemely difffcult to fix the actual damages. � C7-7.3 PROSECIITION OF THE WOR1C: Prfor to beqinninq any construction operation, the Contractor ahall Bubmit to the Engineer in five or more copies, if requested by the Engineer, �" a progress schedule preferably fn chart or diaqram f orm, or a bzief outlining in detail and step by step the manner of � C7-7 (1) � prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in .these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh se�uencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contzactor from the full responsibility of the complete performance of the Contract. The contract time may�be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, nnd a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIQNS: The workinq operations shall at all times be conducted by the Contractoz so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Enqineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way qreater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORRMEN AND E4U�pMENT: Local labor shall be used by the Contractor is avaiia �e. The Contractor may bring in from outside the City of Fort Worth his key men and his supezintendent. All other workmen, includinq equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perf orm the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or a C7-7 (2) � ' 1 ' � otherwise objectionable oz neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed aqain thereon without written consent of the Enqineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assiqned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. � The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary f or prosecution of the work in an acceptable mannez and at a satisfactory rate of progress. All equipment, toola, and machinery used for handlinq materials and executing any part of the work shall be � subject to the approval of the Enqineer and shall be maintained fn a satisfactory, safe and efficient working ' condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. �_ C7-7.6 WORR S EDQLE: Elapsed working days shall be computed starting with ��e first day of work completed as defined in C1-1.23 "WORRING DAY" or the date stipulated in the "WORR ORDER" for beginninq work, whichever comes f irst. � Nothinq in these Contract Documents shall be construed as � prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: � � � � � � � � a. A request to work on a specific Leqal Holiday must be made to the than the proceedinq Thursday. Saturday, Sunday or Engineer no later b. Any work 'to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineez, esseatial to the timely completion of the project. The Engineer's flecision ehall be final in response to such a request for approval to work on a specific Saturday, Sunday or Leqal Aoliday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Cnlendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. _ C7-7 (3) C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. . The Contractor shall maintain a rate of progress such as will insure that the whole work will be perf ormed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents nnd such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjustinq the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freiqht embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicntes that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactoty execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: 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 C7-7 (4) � � � ' � � any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council foz final approval or disapproval; and the action thereon by the Couacil shall be final and bindinq. If delay is caused by specific orders given by the Enqineers to stop work, or by the performance of extra work, or by the failure of the Cfty to provide material or necessary instructions for carzyinq on the work, then such delay will eatitle the Contractor� to an equivalent exteasion of time, his application for which shall, however, be subject to the approval of the City Council= and no such extensfon of time shall release the Contractor oz the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF CO��LETION: The time of completion is an ' essential element of e con�ract. Each biddez shall indicate in the appropriate place on the last paqe of the Proposal the number of working days or calendar days that he will require rq to f ully complete this contract or the time of completion will be specified by the Cfty in the Proposal section of the contract documents. �� ' The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract beinq bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. � For each calendar day that any work shall remain uncompleted after the time specified in the Contzact Documents, or the " increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the � contract is siqned, the sum per day given in the following �. schedule, unless otherwise specified in other par�s of the Contract Documents, will be deducted fzom monies due the � Contractor, aot as a penalty, but as liquidated damages suffered by the Owner. rAMOUNT OF CONTRACT e � L Less than $ 5,000 S 5,001 to $ 15,000 $ 15,001 to $ 25,000 S 25,001 to $ 50,000 S 50,001 to $ 100,000 S 100,001 to $ 500,000 C7-7 (5) inclusive S inclusive $ inclusive S inclusive S inclusive S inclusive S 35.00 45.00 63.00 105.00 154.00 210.00 � $ 500,001 to $1,000,000 inclusive S 315.00 $1,000,001 to 52,000,000 inclusive S 420.00 52,000,001 and over S 630.00 The parties hereto understand and aqree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SDSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or by any court, and will not b� compensation by virtue of such cour be liable to the City in the event Court Order. Neither will the Contractor by virtue of any Court the Owner is not solely responsible. parts of the work ordered entitled to additional t ordez. Neither will he the work is suspended by a Owner be liable to the Order or action for which C7-7.12 TEMP�RARY SDSPENSZQN: The Owner shall have the right to suspend t e work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory oz detrimental to the interest of the project. Durinq temporary suspension of work aovered by this contract, for any reason, the Ownez will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessazy to suspend work for an indefinite period, the Contractor shall store all materinls in such manner that they will not obstruct or impede th� public unnecessarily nor become damaqed in any way, and he shall take every precaution to prevent damaqe or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. 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 as set forth in Paragraph C7-7.8 EXTENSION OF TflE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Enqineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbuzsed for the cost of movinq his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineez C7-7 (6) � � that constructicn may be resumed. Such reimbursement shall be � based on actual cost to the Contractor of moning the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to �, another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice ' from the Engineer and shall pzoceed with the work operations promptly when notified by the Enqineer to so resume _ operations. � � � w , , � � � ' � C7-7.13 TERMINATION OF CONT�tACT DDE TO NATIC!d1�L EMER EN��: Whenever, because of National Emergency, so 4eclarea �y t e President of the Dnited States or other lnwful authority, it becomes impossible foz the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall withfn aeven days notify the City in writing, givinq a detailed statement of the efforts which have been made and listinq all necessary items of labor, materials, and equipment not obtninable. If, after investigations, the Ownez finds that such conditions existinq and that the inability of the Contractoz to proceed is not attzibutable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable eff ort assist the Contractor ia procurinq and makinq available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request� and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNOLMENT OF CONTRACT: The work opera�ions on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Coatract may be declared"cancelled by the City Council for any good and sufficient cause. The following, by way of example,'but not of limitation, may be considered qrounde foz suspension or cancellation: a. Failure of the Contractor to commence work operations within the time epecified in the Work Order issued by the Owner. C7-7 't 7 ) � b. Substantial evidence that proqress of the work operations by Contractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to sufficient labor and equipment the workinq operations. provide and maintain to properly execute d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineez or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of of illegally procuring a fraud on the City in the contract. collusion for the purpose contract or perpetrating ' construction of work under i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. 7• k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work oz such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same oz may, with the written C7-7 (8) � � consent of the Owner, sublet the work or that portion of the ' work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized � � agents. The Sureties, in such ever.t shall assume the Contractor's place fn all respects, and shall be paid by the Owner for all work performed by them fn accordance with the 1 terms of the Contract Documents. Al1 monies remaining due the Contractor at the time of this default shall thereupon become due and p�yable to the Sureties as the work progresses, � subject to all of the terms of the Contract Documents. � In case the Sureties do not, within the hezeinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has �, ordered by the Contractor to discontinue, then the Ownez shall have the power to complete, by contract or otherwise, as it � iaay determine, the work herein desczf bed oz such part thereof as it may deem necessary, and the Contractor hereto aqrees that the Owner shall have the ziqht to take possession of and use any materials, plants, tools, equipment, supplies, and � property of any kind provided by the Contractor for the purpose of carryinq on the work and to procure other tools, equipment, materials, labor and propezty for the completion of the work, and to charge to the account of the Contractor of � said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charqed � shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the I work completinq the contract, but the expense to be deducted shall be the actual cost of the owner of such work. � In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall � pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being cazried on by the Ownez by contract or otherwise under'the provisions of this aection, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. � C7-7.15 FIILFILLMENT OF CONTRACT: The Contract will be considered as havinq been fulfilled, save as provided in any � bond or bonds or by law, when all the work and all sections or parts of the pzoject covered by the Contract Documents have � C7-7 (9) C i � � been finished Engineer, and the Owner. and completed, the final inspection made by the � the final acceptance and final payment made by C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMZNA�ION: The performance of the work �under this contrac may be terminated by�the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall detezmine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which perf ormance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively pzesumed and established when the letter is placed in the United States Mail by the Owner. 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 Owner reqarding such discretionary action. ' �I � L � � ' B. CONTRACTOR ACTION: After receipt of a notice of ' termination, and except as otherwise directed by the Engineer, 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 subcontzacts 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 zelate to the perf ormance of work terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Enqineer: ' ' C� ' C7-7 (10) ' � i ' u � � ' � � � i� � � � � 5. a. the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performnnce of, the work termfnated by the notice of terminatfon; and b. the completed, oz partially completed plans, drawings, iafozmation and other property which, if the contract had been completed, would have been required to be furnished to the Owner. complete performance of auch part of the work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessazy, or as the Enqineer 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. At a time not later than 30 days after the tezmination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, 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 the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Enqineer upon removal of the items or, if the items ar_e stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, ahall be made prior to final aettlement. C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Enqineer in the form and with the certificatioa prescribed by the Enqineer. Unless one or moze extensions in wziting are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. C7-7 (11) D. AMOUNTS: Subject to the provisions of Ztem C7-7.16(C), the Contractor and Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such aqreed amount oz amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of wozk not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due f or lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be ngreed upon to be paid to the Contractor pursuant to�this paragraph. E. FAILIIRE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner 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. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Ownez may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other thinqs kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or czedited to the Owner. G. ADJQSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12) CJ � equitable adjustment of the price or prices � specified in the contract relating to the continued portion of the eontract (the portion not terminated by the notice of termination), such equitable � adjustment as may be aqreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the riqht of the Owner and the ' Contractor to agree upon the amcunt or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract '^ price foz such continued portion. H. NO LIMITATION OF �IGHTS: Nothing contained in this section shall lim or alter the rights which the � Owner may have for termination of this contract undez C7-7.14 hezeof entitled "Suspension of ' Abandonment of the work and Amendment of Contzact" or any other right which Owner may have for def ault or breach of contract by Contractor. � C7-7.17 SAFETY ME�ODS AND PRACT�C�S: The Contractor shall be responsible for ini iating, main aininq, and supervisinq all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their � enforcement. The Contractor shall comply with federal, state, and local ' laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. , � ' , i C7-7 (13) � � � , PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT � SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF �OANTI�IES: The determination of �- quantities oi work performed by t e Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based � on measuren►ents made by the Enqineer. These measurements will be made accordinq to the Dnited States Standazd Measurements used in common practice, and will be the actual lenqth, area, solid contents, numbers, and weights of the materials and items installed. C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is � set forth, the said "Unit Price" shall include the f urnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances nnd appurtenances necessary for the � construction of and the completion in a mannez acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary i� protection of overhead, suzf ace, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent � f�ees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to � fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for ,,,i the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidazy work � necessary for the construction and completion of all the work to provide a complete and f unctional item as detailed in the Special Contract Documents and/oz Plans. � . C8-6.4 SCOPE OF P YMENT: The Contractor shall receive and accept the compensa�ion, as herein provided, in f ull payment for furnishinq all labor, tools, materiala, and incidentals � for perfonainq all work contemplated and embraced under these Contract Documents, for all losa and damage arisinq out of the nature of the work or from the action of the elements, f or any � unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time i�i C8-8 (1) LJ before its final acceptance by the Owner, (except as provided in paraqraph CS-5.14) for all zisks of whatever descziption connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, oz any and all infringements of patents, trademarks, copyrights, or othez leqal reservations, and for completeing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prioz to final acceptance of the work by the Ownez shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strenqth or quality of the material used or equipment or machinery furnished in or about the constzuction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. . C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and Sth day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done durinq the previous month, or estimate peziod under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundre8 dollars (5100.00) in amount, 908 of such estimated sum will be paid to the Contractor if the total contract amount is less than 5400,000, or 958 of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparinq estimates on f orms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorparated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. tsuch payment will be allowed on a basis of 858 of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request to aid C8-8 (2) � � 1 ' � � � him as n guide in the verification oz the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered followinq the 8iscovery of an ezror in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of�the work done or th�e release of the Contractor of any of his responsibilities under the Coatract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. � C8-8.6 WITHHQLDING PAYMENTs Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the � requirements of the Contract Documents. � ' � :. � � � t �l �� CS-8.7 FZNAL ACCEPT�iNCE: Whenever the improvements provided tor by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Enqineer in writinq that the impzovements are ready foz the final inspection. The Enqineer ehall notify the appropriate officials of the Owner, wil,l within a reasonable time make such final inspection, and if the work is satisfactory,, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processinq of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYM�NT: Whenever all the improvements provided Yor by the Contrac Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Enqineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to neceasary corrections or revisions in the final payment. C8-8 (3) � The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactozy evidence of payment as f ollows: Prior td submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, o= other orqanizations furnishing labor and/or materials have been paid in full, that the wage �scale established by the City Council in the City of Fort worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neqlect of said City relati�ng to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own desiqn featuzes, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all-appzoved additions and alterations thereto. C8-8.10 GENERAL GOARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) � 1 n L� 1 ' pay for any damage to other work re�ulting therefrom which shall appear within a period of one year from the date of final acceptance of'the work unless a longer period is specified andshall fur�ish a qood and su.fficient maintenance bond in the amount �of 100 percent of the amount of the contzact which shall assure the pezforma!�ce of the general quaranty as above outline. The Ownez will qive notice of observed defects with reasonable promptness. C8-8.11 SOBSIDIARY WOR�C: Any and all work specifically governed by documentary zequirements f or the pr�ject, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item f or bid has been provided for in the Proposal, shall be considered as,a subsidiary item of work, r.he cost of which shall be included in the price bid in the Prc�posal, for each bid item. Surface restoration, rock excr►v�tion and cleanup are genernl items of work which fall in the cateqory of subsidiary work. C8-8.12 MISCELLANEOU5 PLAC�NT OF �TE�IAL; Material may be � allocated under various bid items in he roposal to Establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engi�neer, dependinq on field conditions. Payment for miscPllaneous � placement of material will be made for only that aiaouat of material used, measuzed to the nearest one-tentii unit. Payment for miscellaneous placement of material shall �+e in ' accordance with the Qeneral Contract Documents reqardless of the actual amount used for the project. C8-8.13 RE ORD DO qME TS: Contractor shall keep on record a t copy of al� speci�ica�ions, plans, addenda, modifications, shop drawings and samples at the site, in qood order and � annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. ' ' ' � ' CS-8 (5) ' � 1 A. � B. PART C1: SUPPLEMENTARY CONDITIONS TO PART C -�:�: These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. Paragraph C3-3.2 shall be deleted in its entirety and replaced with the following: � Upon request, Contractor agrees to provide to Owner complete and accurate information regarding adual woric performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to pertnit an audit and/or 1 examination of any books, records or files in its possession that will substantiate the actual work performed by a MBE and/or WBE. The misrepresentation of facts (other than a negligent misnep�sentation) and/o� the commission of fraud by the Contractor will be grounds for termination of �"' the contrad and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrep�esentation (other than a negligent misrepresentation) and/or commission of fraud will resutt in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three (3) years. � � p�rt C- General Conditions: C3-3.7 Bonds, the paragraph ,� subparagraph d. change the paragraph to read as follows � � � � "No su�eties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms fumished by the Owner and su�ety shall be acceptable to the Owner. In order for a surety to be axeptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Cii-cular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital a�d surplus. If reinsurance is required, the company writing the reinsurance must be authorized, acc�edited or trusteed to do business in Texas." Section C&8.5 shall be deleted in its entirety and replaced with the following: ' Pa�tial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the woric is in progress. The estimate shall be processed by the City on the 10th day and the 25th day respectively. Estimates will be paid within 25 days following the end of the � estimate penod, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonpenshable materials delivered to the work place which are to be incorporated into the woric as a pemnanent pa�t thereof, but which at the time of the pay estimate have not been so installed. � If such materials are induded with a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The contractor will fumish the Engineer such infoRnation as may be reasonably requested � to aid in the verification or the preparation of the pay estimate. �� For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontraclors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authonze the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. C1-1 � L F r It is understood that the partial pay estima/es will be approximate only, and ell paKial pay estimates and � payment of same will be subject to correction in the estimate rendered followina the discovery of the mistake in any previous estimate. Payment of a partial pay estimate shall not be an admission on the ' part of the Owner of the amount of work done or of its quality o� sufficiency or as an acceptance of the wo�ic done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the ripht to withhold the payment of any partial estimate if the Contractor fails to ' perfoRn the work in strict accardance with the specifications or other provisions of this Cont�act. Part C- Generel Conditions: ParaBraph C3-3.1: Delete subparagraph a. ' Part C- Gensral Conditions: Paragraph C3-3.1: Delete subparagraph g. ' C1-2 ' I I ' I ' I 1 ' ' I � I ' � � � � � � � � � � � �J L�J � �1 Ll � � D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 PART D - SPECIAL CONDITIDNS � AWARDOF CONTRACT ............................................................................................. SC-3 SUBMISSION OF CONTRACT DOCUMENTS .................................................�........... SC-3 GENERAL.................................................................................................................... SC=4 TAXEXEMPTlONS ...................................................................................................... SC-6 PROJECTDESlGNATION ........................................................................................... SC-6 EQUAL EMPLOYMENT PROVISIONS ........................................................................SC-6 PRE-CONSTRUCTION CONFERENCE ...................................................................... SC-6 COORDINATION MEET�NGS ......................................................................................SC-6 PROJECT ABANDONMENT ........................................................................................SC-6 BREAKDOWN OF BID PROPOSAL ............................................................................SC-6 INDEMNIFICATION...................................................................................................... SC-6 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ...............SC-7 MINORITY AND WOMENS BUSINESS ENTERP.RISE (M/WBE)COMPLIANCE... .....SC-9 CA�ENDAR DAY ........................................................................................................ SC-'11 SUBSID(ARY WORK ....................................................................................:............ SC-11 WAGERATES ..................................... , ................................................................. SC-11 EASEMEIaITS AND PERMITS ... .... .......... .......................................................... SC-12 .... .... . COORDINATION WITH FORT WORTH WATER DEPARTMENT .................:...........SC-y3 DAMAGE TO PRIVATE PROPERTY ......................................................................... SC-13 SHOPDRAWINGS .................................................................................................... SC-13 CROSSlNG OF EXISTING UTILITIES ........................................................................SC-13 EXISTING UTILITIES AND IMPROVEMENTS ..:........................................................SC-13 CONSTRUCTION TRAFFIC OVER PIPELINES ........................................................ SC-14 TRAFFICCONTROL .................................................................................................. SC-14 PAYMENT.................................................................................................................. SC-15 DELAYS...............................................................................1..................................... SC-'15 DETOURS....................................................................................................:............. SC-16 BARRICADES AND WARNING SIGNS ................................................................:.::. SC-16 EXAMINATIONOF SITE ........................................ . ................................................ SC-16 .,.. ZONING COMPLIANCE .............................................................................................SC-16 WATER FOR CONSTRUCTION ..........:..........................................:.......................... SC-1 � WASTE MATERIAL. ................................................................:..... SC-16 ............................. CLEANUP FOR FINAL ACCEPTANCE ...................................................................... SC-16 PROPERTYACCESS ................................................................................................ SC-16 CONSTRtJCTION SCHEDULE AND SEQUENCING OF WORK ..:...:...............:........ SC-16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ..........................SC-16 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS, ..................................SC-17 SANITARY FACILITIES FOR WORKERS .................................................................. SC-18 LEGAL RELATIONS AND RESPONS(BILITIES TO THE PUBLIC .............................SC-18 RIGHT TO AUDIT ................. ..................... .............................................................. SC-1 � . . INCREASE OR DECREASE IN QUANTITIES ........................................................... SC-19 CUTTING OF CONCRETE ........................................................................................ SC-20 PROJECT DESIGNATION SIGN ............................................................................... SC-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .................................... SC-20 MISCELLANEQUS PLACEMENT OF MATERIAL ...................................................... SC-20 TYPE "C" BACKFILL .......................................................................................... ....... SC-21 CRUSHED LIMESTONE BACKFILL ................................................ ....................... SC-21 2:27 CONCRETE ......... .................................................. . .................................... SC-21 .... .... TRENCH EXCAVATION, BACKFILL AND COMPACTION ........................................ SC-21 PAVEMENT REPAIR (E2-19) ..................................................................................... SC-22 ov�ass SC-1 � , PART D - SPECIAL CONDITIONS D-51 D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 80.1 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 80.12 80.13 D-81 D-82 D-83 D-84 D-85 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY .. SC-23 SANITARY SEWER MANHOLES .........................................................................SC-24 SANITARY SEWER SERVICES ...........................................................................SC-27 NOTUSED ..........................................................................................•.................SC-28 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ........: SG28 DETECTABLE WARNING TAPES ....................................................................... SC-29� PIPECLEANING .................................................................................................. SC-30 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30 DISPOSAL OF SPOIUFILL MATERIAL ..............................................................: SC-30 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-30 SUBSTITUTIONS................................................................................................. SC-30 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES.SC-31 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC-34 BYPASSPUMPING .......:..............................:....................................................... SC-35 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-35 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL .. SC-38 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................. SC-39 PROTECTION OF TREES, PLANTS� AND SOIL .................................................. SC-39 SITERESTORATION ........................................................................................... SC-39 STANDARD PRODUCT LIST ............................................................................... SC-39 STATE REVOLVING FUND (SRF) REQUIREMENTS .......................................... SC-39 TOPSOIL, SODDING AND SEEDING .................................................................. SC-40 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-45 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC-45 EXCAVATION NEAR TREES .............................................................................. SC-46 CONCRETE ENCASEMENT OF SEWER PIPE ..................................................SC-46 CLAY DAM ` ...................................:...................................:................................... SC-4G„ EXPLORATORY EXCAVATION (D-HOLE) .......................................................... SC-47 INSTALLATION OF WATER FACILITIES ..........:........................................:........ SC-47 POLYVINYAL CHLORIDE (PVC) WATER PIPE ................:................................. SC-47 BLOCKING .......................................... ............................................................. SC-47 .... TYPE OF CASING PIPE ...................................................................................... SC-47 TIE-INS .....................................................................................:........................... SC-48 CONNECTION OF EXISTING MAINS .........................................�...�........:........ :.. SC-48 VALVECUT-INS .................................................................................................. SC-59 WATERSERVICES ............................................................................................. SC-49 2-INCH TEMPORARY SERVICE LINE ................................................................. SC-51 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ........................................... SC-51 ADJUST WATER VALVE BOXES ................................................:...............:....... SC-51 PURGING AND STERILIZATION OF WATER LINES .......................................... SC-52 WORK NEAR PRESSURE PLANE BOUNDARIES .............................................. SC-52 WATER SAMPLE STATION .........................................................:....................... SC-52 SPRINKLING FOR DUST�CONTROL .................................................................. SC-53 , DEWATERING..................................................................................................... SC-53 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-53 TREEPRUNING .................................................................................................. SC-53 TREEREMOVAL .........................................................................................:........ SC-54 oa�tass SC-2 � � J � J � � J � � J � !I J !J `I J PART D - SPECIAL CONDITIONS FOR: REHABILITATION OF SANITARY SEWER MAINS FORT WORTH, TEXAS � DOE PROJECT NO. 1824, 2369, 2370, 2371 SEWER PROJECT NO. PS46-070460410270 D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at. any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit'represents a separate project, each with an individual M/WBE specificatioi� and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on �one unit� some nf the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on finro units or more, a single set of contract documents consisting of all applicable units will be created and one single award of �contract shall be made. The �ontractor shall comply with the �City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WB� reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION' OF CONTRACT DOCUMENTS, CONSTRUCTION STdRT TIME AND PRE-CONSTRUCTION SUBMtTTALS: The contractor(s) shall exec'ute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. � A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working day,s after the pre-construction meeting date. •The City shall begin to charge time on the project to the contractor eleven days after the pre-construction`r�eeting date. Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must 6e signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work., Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. . Additional submittals at time of pre-construction meeting shall include (but not limited to): D Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification � 02/1W99 SC-3 !1 PART D - SPEGIAL C(�NDITIONS Trench Safety Design (if required)� Confined Space Entry Program Name and number' of a responsible person for off hour emergencies Project schedule which must refiect a project completion date to be determined by the completion time periocl stipulated in the proposal section. The pre-construction conference is intended as a forum between the contractor and the� appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails �o submit any of ihe required documents, the corrtr�ctor witl nofi be allowed to begin work and time on the_project will start to accumulate. D-3 GENERAL: The order or precedence in case of confiicts or discrepan'cies between various parts of the Contract Documents subject to the ruling of the Engineer shali generalty, but not necessarily, follow the guidelines listed tielow: 1. Plarts 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to th�s project . and shall govem over any conflicts with the General Contract � Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the Citjr of Fort Worth and will be required to replace at his expense any part or a(I of this project which becomes defective due to these causes. The City resenres the right to abandon, without obligation to the Contractor, any part of the project� or the entire project, at any time before. the Contractor _begins any construction work authorized by the City. Contract, if awarded, shaU be as described in "Award of ContracY' above. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest ,revisions� are made a part of the General Contract Documents for this project. The Plans, th�se Specia� Cor�tract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name,, or identification include therein as specifying, referring or implying product control, pertormance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithfut manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which genera! specifications shall govern pertorm�nce of all such work, otirarss SC-4 � ■l � ■I �I � •J � � ■1 � � �I � � �� PART D - SPECIAL CONDITIC�NS This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. tf not shown, then applicablew�iublished specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be tMose of the Fort Worth document rather tFian Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any qOrtion, segment or sheets from the contraci document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal� actually delivered. Each proposal sh�,ll be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or descripZion of the project as designated in the "Notice to Bidders". The envelope shaA be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box ,'17027, Fort Worth, Texas 76102. B. .WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening . of proposals. After ;all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed �, at the option, of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time� and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. I , 3 02/1N99 SC-5 � PART �D - SPECIAL CONDITI�NS D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a, breakdown between labor and material costs prior� to execution of the contract. � D-5 PROJECT DESIGNATION: Construction under these Special Documents °shall be performed under the Project Designation: Project No. PS46-07046410260 D-6 E�UAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provide�i assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate no4ices may be acquired from'the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued� a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, othe� interested City Departments (such, as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREA�KDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any real or asserted claim or cause of action against it of ar�y kind or character and in addition f�om any and all costs or damages arising out of any wrongs,. injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act� omission� neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws� regulations� ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. � oti�ass �SC-6 � �� J � � � � � � � J J � � � PART D - SPECIAL I CO�IDITIONS D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION L•AW: A. Definitions: 1. �Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the projec� has beerr completed� and accepted by the governmental entity. �. �. 3. Persons providing services ori the project ("subcontractor" in §406.096)- inctudes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees.. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owne� operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing� hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. � � � � �� - � B. The Contractor shall provide coverage, based on proper reporting of�classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded th� contract. D. If the coverage'period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on � project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on zhe project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and � 2. No later than seven days after' receipt by the contractor, a new c�rtificate of coverage showing extension of coverage� if the coverage period shown on the current certificate of coverage ends during the duration of the project. � 02/1M99 � SC-7 PART' D �- SP�CIAL CONDITIONS F. The contractor shall retain ail required certificates of coverage for the duration of the project and for one year thereafter. � G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. � H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be c�vered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it cor�tracts to provide services on a proj2ct, to: 1. �Provide coverage, based on proper• reporting on classification codes and payroll amounts and filing of any coverage agreements, wFiich meets the statutory requirements of Texas Lab.or Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; ' 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the �Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current , certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person�beginning work on the projeci; and a b.) A new certificate of coverage showing extension of coverage, prior to the end. of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. . 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal 'delivery, within ten (10) days after� the person knew or should have known, of any change that materially affects the provision of coverage of any person providing seruices on the-project; �nd 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of.coverage to be provided to the person for whom ,they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of tcoverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's ozi�ass . SC-8 � � � � � � � � ■J J � J � ■J � PART D - SPECIAL CONDITI�NS compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civi� penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This no�ice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normaf tyPe, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: . "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this �-const�uction project must be covered by workers' �compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a rnaterial breach of contract. The M/WBE UTILIZATION FORM, AA/WBE GOALS WAIVER FORM AND GOOD FAITH � EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to compty shall render the bid non-responsive. D Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the cont�act and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, j'� records or files in its possession that will substantiate the actual work performed by an MBE :,1 and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or �02/1N59 .SCi-9 J PART D - SPECIAL CONDITIONS initiating action under �appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a�negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specificatians. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed: Contractor�sh�ll• also provide monthly reports on utilization of the subcontractors to the.City's M/WBE office. The Contractor may count first and second tier subcontractors� and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joinf venture equal to the percentage, of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors .used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified� by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the n�ne (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior �d listing them on the M/WBE utilization or good faith effort forms as applicabte. Failure to contact the listed �M/WBE subcontractor or supplier prior to ,bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. VVhenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. � During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required�to comply with modifications to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/VVBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation � Insurance. b. Failuce of Subco�tractor to provide required general liability of other insurance. 02/1 Q/99 SCi-10 PART D - SPECIAL CQNDITIONS c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/V11BE Participation plan. d. Default by the NUWBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final ,participation of each subcontractor and supplier used on the project, inclusive of M/VVBEs. D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-124 Calendar Dav: A Calendar day is any d�y of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work specifically govemed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) � CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION Air Too� Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) RATE $9.00 $9.55 $8.80 �r11.51 $10.30 $10.50 $9.83 $8.84 $15.37 $7.55 $9.83 CLASSIFICATION Form Liner (Pav & Curb) Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Painter (Structures) Pipelayer Blaster RATE $9.00 $9.24 $9.09 $7.32 $8.94 $12.68 $10.17 $9.41 $11.00 $8.98 $11.50 ov�ass SC-11 � PART D - SPECIAL C4NDITIONS CLASSIFICATION RATE CLASSIFICATION POWER EQUIPMENT OPERATORS Asphal� Distributor $10.29 Asphalt Paving Machine $10.30 Broom or Sweeper Operator $8.72 Bulldozer � $10.74 Concrete Paving Curing Mach. $9.25 Concrete Pav Finishing Mach. $11.13 Concrete Paving Joint Mach. $10.42 Concrete Paving Joint Sealer $9.00 Concrete Paving Saw $10.39 Concrete Paving Spreader $10.50 Crane, Clamshell, Backhoe; " Derrick, Dragline, Shovel $11.04 Foundation Drill Operator (Crawler Mounted) $10.00 Foundation Drill Operator (Truck Mounted) $11.83 Front Ent Loader $9.96 Milling Machine Operator $8.62 Mixer $10.30 Motor Grader Operator (Fine Grade) $11.97 Motor Grader Operator $10.96 Pavement Marking Machine $7.32 Roller, Steel Wheel (Plant-Mix Pavements) $9.06 Roller, Steel Wheel (Flatwheel or Tamping) $8.59 Roller, Pneumatic Self-Pro $8.48 Scraper $9.63 Slipform Machine $9.92 Tractor - Crawler Type $10.58 tractor - Pneumatic $9.15 `fraveling Mixer $8.83 Wagon-Drill, Boring Machine $12.00 Reinforcing Steel Setter (Paving) $1321 Reinforcing Steel Setter (Structural) $13.31 Steel Worker - Structural $14.80 Spreader Box Operator $10.00 Barricade Servicer Zone Wk. $7.32 Truck Driver - Single Axle (L�ght) $8.965 Truck Driver - Single Axle (Heavy) $9.02 Truck Driver - Tandem Axle (Semi-Trailer) $8.77 Truck Driver - Lowboy/Float $10.44 Truck Driver - Transit Mix $9.47 Truck Driver - Winch $9.00 Vibrator Operator (Hand Type) $7.32 Welder $11.57 D-17 EASEMENTS AND P�RMITS: The performance of this contract requires certain temporary construction and/or right-of-entry agreements to perform work on private property. The City has attempted to obtain the temporar�r construction and/or right-of-entry agreements for u RATE a � 02/ia99 SC,-12 � PART D - SPECIAL CONDITIONS ,� properties �where construction activity is necessary on City owned facilities, such as sewer fines or manholes. For locations where the City was unable to obtain the easement or right-of-entry,. it � shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for re�riew by contacting the plans desk at the Department of Enginee�ing, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain � written permission from property owners to perform such work as cleanout repair and sewer service replacement on �private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to � the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. � The easements and/or private property shall be cleaned. up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the properiy owners invofved for the � , use of �additional property required. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction � of this project, it will be necessary ,to deactivate, for a period of time, existing lines. The � Contractor shall be required to coordina�e with the Water Department to determine the best times for deactivating and activating those lines. � ,� D-19 DAMAGE TO PRIVATE PROPERTY:, The Contractor shall immediately repair or replace any damage to private properly, includi ng but not limited to fences, wa11s, pavement and water � and sewer services, at no cost to the wner. This shall be subsidiary to the contract and not a separate pay item'. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the � Construction Engineer, for all equipment and materials, for this project. Shop drawings shall be submitted in quintuple (5) and two (2) shall be returned to the Contractor. � Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a ;� sanitary sewer or sanitary sewer service line and/or proposed sewer line �crosses over a water `J line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The j j �required length of replacement shall be determined by the Engineer. The material for sanitary ! j sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe ;-� with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM � C-425 with series 300 stainless steel compression straps. � Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known � surface and subsurface structures. However� the Owner assumes no responsibility for failure'to show any or all of these structures on the Plans, or to show them in their exact location. It is � oa�ta�ss SC-13 � PART D - SPECIAL CONDITIONS mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible far verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included �cir� the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE�ALLOWED. Where existing utilities or service (iries are cut, broken or damaged the Contractor shatl replace or repair the utilities or service lines with the sam� type of original material and construction, or better; unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of aA utilities to loca#e existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or intertered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the �City of the Engineer to be accurate as to extent, location, and depth; they are � shown on ihe plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck :delivering new pipe to the site. Anv damape to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's, expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes wifhout additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however� the responsibility of the Contractor io repair any damage to the existing or proposed lines, if the damage results from any phase oi his construction operation. � � , D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority o2i�ass SG14 .I � � PART D - SPECIAL CUNDITI�NS of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979� Traffic Control Handbook for Construction and Maintenance Worl� Areas. � The Contractor will not remove any regulatory sign, instructional sign, street nam� sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall co�tact the TransportatioNPublic Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the � case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If tt�e temporary sign i"s noi insfalled correctly J or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary- sign requirements are met. When construcfion work is completed to the extent that the permanent sign can be �reinstalled, the Contractor shall again contact the Signs and Markings � Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. � � J 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe com�lete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and ffiaterial involved in salvaging, abandoning, and/o� � removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: �1. Separate payment will be made for removal of all fire hydrants,. gate valves 16-inch and � larger, and sanitary sewer manholes regardless of location. �2. Payment will be made for salvaging, abandoning, and/or removing of all other existing ' facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. � J � � � D-26 DELAYS: The Contractor shall receive no compe�nsation 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. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or�by the failure of the City to provide material or necessary instructions for carrying on the work; then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however� be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. ov�ass SC-15 !J PART D - SPECIAL C�NDITIDNS D-27 DETOURS: The Contractor �shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be the res�onsibility of the prospective bidder to visit the project site and make such examinations and explorations �as may be necessaty to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties; procedures for protecting existing � improvements and disposition of all materials to be removed. Proper 'consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor sha11 comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to ttie satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This •cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. � D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at a�l times unless otherwise directed by the Engineer. D-35 CONSTRUCTION SCHEDULE AND SEGIUENCING OF WORK: Prior to executing the Contract� it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated„ time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: ozi�ass SC-16 �� sJ � � � � ,l J �i � � � � � PART D - SPECIAL CONDITI4NS 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warcaing sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high vmltage electric lines, notification shall be given the power company (Texas Utility Electri�) who will erect temporary mechanical barriets, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary telocation or raising of high voltage lines at the Contractor's sole cost and expense. � 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or oinrners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all Ppersons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and respQnsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service� covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recdmmended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory' to the oti�ass SC-17 � � PAR�" D - SPECIAL CO�lDITI�NS Director that the claim has been settled and a release has been obtained from the ciaimant invoived. � Aithough the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total doll�r amount then due less °the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: s� 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a,result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. � D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of virorkers at the project site. Specific attention is directed to this requirement. D-39 LEGAL FtELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: A. 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 normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space �in order to conduct audits in compliance with the provisions of�this section. The City shall give Contractor reasonable advance notice of intended audits. 02/1Q/89 SC-18 � � Cl � � Ll L'l � �� I L�, � � IJ L'l �l � l'�l � � J � � J � � PART D - SPECIAL CONDITIONS B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effe;ct that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, 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 normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection '(c) hereof. 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 copies as follows: 2. copies and under - 10 cents per page i� 3. more than 50 copies - 85 cents for the first page �plus fifteen cents �for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: 'The quantities shown in the proposal are � approximate. It is the Contractor's sole responsibility to verify, all the minor pay item quantities prior to submitting � bid. � � �I �] � J !J � � �� When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnished under�any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner o`r by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. • A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or gr�ater than 5 percent of the original contract. , A minor pay item is defined as any individual bid item included in the proposal t�at has a total cost• less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used• on such wQrk only, plus all power, fuel, lubricants� water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be ay��s SC-19 � PART D - SPECIAL CONDITIONS kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto�. D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be matle with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION StGN: Project signs are �equired at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by .the Engineer. In addition to the� 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. .or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered �as a subsidiary cost of the project and no additional compensation will be allowed. � D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for th�e full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth TransportatioNPublic Works Department Standards Specifications for Construction, Item 504. . At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Paymerit for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. � D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall �be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for'�only that amounf of material used, measured to the nearest one-tenth unit. Payment for miscelfaneous placement of material 02/1Q/99 .SCi�2� � � PART D - SPECIAL CONDITI�NS shall be in accordance with the General Contract Documents regardiess of the actual amount used for the project. ' � D-46 TYPE "C" BACKFILL: Excavated material use� for Type "C" backfiil must be mechanically compacted uniess the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report � from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. � � � �. � � � � � � � i If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill:'`* "' Revised 3/20/81 *'" Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL: Where specified on tk�e plans or directed by the Engineer, Crushed Limestone shall be 'used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. ' Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction' Specifications, General Contract Documents. D-48. 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways� gravel surfaced roads, within easements, and within existing or future R.O.W, shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications, except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will � be required to support the pipe with an improved trench bottom. The expense° of such remedial measures shall be entirely the Contractor's own. All trenching, operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. �B. TRENCH BACKFILL: Trenches which lie outside� of existing or future pavement shall be � backfilled above the top of the embedment � material with Type "C' ' backfill rimaterial. Excavated material used for Type "C" backfill must be mechanically compacted unless the � oy�asa SC-21 �� PART D - SPECIAL CQNDITIC�NS Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See Ei-2.3, Type "C" or °D" Backfill,,and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill, material under existing or future streets shall be in accordance with Figure A or B. Sand material specified in Figures..-A and B shall be obtained from an approved source consisting of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size % Size Sieve Retained Sieve #4 0-5 #50 #16 0-20 #100 #200 � Retained' 0-50 60-95 90-100 C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie ou'tside �existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (ASTM D698) by means of tamping only. Trenches which lie under existing or future paving shall be backfilled to 95% Standard Proctor Density. (ASTM D698) by jetting, tamping, or a combination of inethods. � This density testing wi,ll be performed by City personnel at City expense and will not be' charged to the Contractor. However, the Contractor will be responsible for providing access and trench'safety system to the•level of trench backfill to be�tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. , , D. MEASUREMENT AND PAYMENT: All material and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-50 PAVEMENT REPAfR (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical �sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5: � All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall 6e filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. ozi�a�s SC-22 ■1 � � � !1 � � PART D - SPEGIAL C�NDITIONS It has been determined by the Transportation and Public Works Department that the strip of existing HMAG pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within �a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. � D-51 TRENCH SAF�TY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: � � A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. � � B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and � Health Administration Standards, 29 CFR Part 1926� Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. �� C. DEFINITIONS: � 1. TRENCHES - A trench is ref�rred to as a narrow excavation rriad� below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. � � � J •l 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a �series of horizontal level or steps, usually with vertical or near-vertic�l surtaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent• structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. � o2i�ares �C-23 � PART D - SPECIAL CONDITI4NS 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertica( rails, (uprights), horizontal rai(s (wales) ancUor sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safeiy system design, labor, tools, materials, equipment and incidentals necessary ior the installation and removal of trench safety systems. � � ' D-52 SANITARY SEWER MANHOLES: A. GENERAL: The installation, replacement, and/or rehabilitation of sanitaty sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections Ei-14 Materials for Sanitary Sewer Manholes, 'Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract °Documents and Specifications, unless amended or superseded by requirements of this Special Condition. , . 'I. CONCRETE COLlARS: Cor�crete collars will be required on a!! manholes specified as per Figure 121. . 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in a11 sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18° and greater. 3. LIFT HOLES: A(( lift holes shalt be plugged with a pre=cast concrete plug. The lift hols shall be sealed on the outside of the manhole with Ram-Nek ar an approved equat � sealant. The tift hole shall be sealed on the inside of the manhole with quick setting cement grout. _ 4. FINAL RIM ELEVATlONS: Manhole rims in parkways, lawns and other improved lands shaA be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top o� manhole casting f.or not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drain�ge courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: A(I lids shall have pick stots in lieu of pick hoies. Manhole frames and covers shali be McKinley� Type N, with indented top design, or equal� with pick slots. ov�arss SC-24 � �� ) � � � PART D - SPECIAL CONDITIONS Covers shall set fiush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. . Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. .All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes sha(I have a cast iron (id and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed�on any s�nitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surtaces oi all manholes shal! be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole � sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. . � � � u � J u � LJ � This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equa(. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recom�nended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall ,not in any way depend on oxidaiion, .evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totaAy flexible without shrinking, hardening, or � oxidizing regardless. of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surtaces to be in contact with the joint sealant shalf be thoroughly cleaned of dirt, sand, mud� or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint� sealant until immediately prior to the placement �of the pipe in the trench. After removal of the protective wrapper,, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manho(e to expose� the entire manhole frame and a minimum of 6 in�hes of the manhole wall keeping the sides of the trench nearly vertical. . oti�ass SC-25 � PART D - SPECIAL C�NDITIONS Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre.-cast concrete rings; or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop�section will be•the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the fram�. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's,expense. Wire brush manhole frame and exposed manhole surfaces to remove, dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surtace. If the'�inside diameter of the manhole is too �large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides � of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet�long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8�inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSEb EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with finro mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned �with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. The price bid for reconstruction of' existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, 0211Q/99 SCi-26 � ,l � � ■J � � � � � � J � � � � PART D - SPECIAL C4NDITIONS backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surtace coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be made as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in,the field and identified by the Engineer as active sewer taps. The senrice connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor�shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be r�placed to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for.work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. . B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during consYruction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service, line. If the sewer service line is, in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by - the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope �or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings� surface restoration on private � property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service � oz�a�ss SC-27 1� PART D - SPECIAL C4NDITI�NS line replacement. Payment for all work and material involving the "tap" shall be included in the price bid for sanitaty sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACiLITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in th� field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METE�i BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. I-3 C. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water D�partment warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material appro�ed by the Engineer. Surface, restoration shall be compatible with existing surrounding surface and grade. � SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material .shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by �the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer.� Surface restoration shall be compatible with existing surrounding surtace and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. ' E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be back,filled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable oti�a�ss � SG28 � PART D - SPECIAL CONDITI4NS � � � � � � , � � � � D D excavated material approved by the Engineer. Surface restoration shaN be compatible with the existing surrounding grade. - G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shal! have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. Thae structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfiil material may be either ciean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surtace. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: .Manhotes to be removed shalf have alf pipes entering or exiting the structure disconnected. The complete manhole� including top or cone section, all fuU barrel diameter section, and base section shall be removed. The excavation shatl then be backfilled and compacted in accordance with backfill method as specitied in Section E2-2.9 Backfill. BackfiA materia! may be with Type C Backfil! or Type B Backfill, as approved by the Engineer. Surface restoration sha!! be compatible with surrounding surface. � R� CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. ' REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. A(I removed valves, fire hydrants and meter boxes shali be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material invol'ved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe. except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. ' Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a se,parate trench). � D-56 DETECTABLE WARNINC TAPES: Detectable underground utility warning tapes which � can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen , Systems, Inc, or approved equal, and shall consist of a minimum thickness 0.35 mils solid � aluminum foil encased in a protective inert plastic jacket thai is impervious to a!! known alkalis, acids� chemical reagents and solvents' found in the soil. The �minimum overall thickness of the tape shaA be 5.5 mils, and the width shaA not be less than two inches with a minimum unit weight Q of 2yz pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: � otiiass SC-29 � PART D - SPECIAL CONDITI�NS TVPe of UtilitV Water Sewer Color Code Safety Blue Safety Green Le4ends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as clos� to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). „ �' D-57 PlPE CLEANING: Joints shall be wiped and then inspected for proper installation by the inspectors. Each �oint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference' Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Ftagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIVFILL MATERIAL: `Prior to the disposing of any spoiVfill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispase of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring�within a floodplain without a permit. A floodplain permit can be issued �upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the sitc is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any. expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of° spoiVfill material at a site without a fill permit or a letter from the administ�ator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to eXecute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the` minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or 02/1Q/99 SC-3� �J � � � � PART D - SPECIAL C�NDITIDNS approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal� is not used in the specifications, this does not necessarily exclud� alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the r'epresentative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. � � D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER � 'I � ■J �� J � �� J A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material� and equipment necessary for the cleaning and inspection �of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING} EQUIPMENT:. The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. � The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during� the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautior�s to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary flu'id for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, � rocks, sand, and other materials and obstructions from the sewer lines and manholes. If, cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If� again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists� and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working�procedures, the water shall be conserved and not used 02/1 Q�99 � SC-31 PART D - SPECIAL CONDITIONS unnecessarily. No fire hydrant shail be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System; the Contractor shall apply for and receive permission from the Water Department. The .Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOV�kt AND"DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall no� be� permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site °no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection sF�atl be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be move� through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N, cable, and powered rewinds or other devices that do not obstruct the camera view or intertere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the finro manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of' a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. 02/l N59 .SCi-.32 i � PART D - SPECIAL C4NDITIONS The City makes no guarantee that ail of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera; under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, r,00ts, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a�copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contracto�'s operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tape,s shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. , THE TAPES SHALL BE SUBMITTED TO THE FsNGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Cofitractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of oy��9 SC-33 PART D - SPECIAL CONDITIONS the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of lihe shall be incidental and no payment shall be made. . The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the N Camera, under all circumstances, when it becomes� lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and. maintaining any bypass pumping .required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. . D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govem °the vacuum testing of all newly constructed sanitary sewer manholes. . ' B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes "shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines` beyond the drop-connections, gas sealing. connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the -vacuum pump will be turned off. With the valve closed, the level of vacuum shall be�read after the required test time. The required test time•shall be determined from the Table I below in accordance with ASTM C1244-93: oz�ags SC-34 � � � � � PART D - SPECIAL CONDITIONS Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" H 10"H ,- 9"Hg) (SEC) Depth of MH. 48-inch DiaC. � 60-Inch Di�. �(FT.) Manhole Manhole 0 to 16' 40 sec. , 52 sea. 18' 20' 22' 24' 26' 28' 30' For Each Additional 2' 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. � 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the leve! of vacuum is less thar� one-inch� of inercury (1' Hg) after the required test time. Any manhole which fails to pass the initiai test must be repaired with a suitable material which � conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. � Following completion of a successful test, the manhole shali be restored to its normai condition, all temporary plugs shail be removed, all braces, equipment, and debris shail be removed and disposed of in a manner satisfactory to the Engineer. � C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, � and all incidentals, including all 6ypass pumping, required to complete th� test as specified herein. D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or a � sections of sewer to be rehabilitated and/or replaced. The bypass shall 'be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall Q be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in �the bypass system. Under no circumstances will D the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental �to rehabilitation or replacement of the sewer line. � � !J D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a t�levision inspection performed. Work shall consist of� furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed, circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. � . �,�9 � SC-35 PART D - SPECIAL CONDITI�NS B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be One specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, �television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual win�hes, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall�be used to move the camera through the sewer line. , When manually operated winches are used to pull the television camera through the line, , telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television `inspection video tapes shall have.a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would �equire interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered�are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints.. The television inspection must be done immediately foll.pwing the lacing of the main with no water flow. If sewer is active, flow mLst be restricted to provid�e a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection. Logs: . Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. � 3. PHOTOGRAPHS: Instant developing, 35 mm� or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, . as long as such photographing does not interfere with -�the Contractor's operations. o�a�s SC-36 � !J � � PART D - SPECIAL C�NDITI�NS 4. VIDEOTARE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be ,provided to the City by the Contractor for review of the tapes. Tapes will be retumed to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Enqineer is unable to evaluate the condition � of the sewer line or to locate service connectiorrs; the Contractor shall be �required to re- televise and provide a qood taqe of the line at no additional cost to the Citv,. (f a good tape cannot be provided of such quality that can be reviewed by the Engineer, no � payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. � � � J � �] � � D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The c�ost for post-construction Television Inspection df sanitary sewers shall be per linear foot� of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical� cleaner) to provide video image required for line analysis. The quantity of N inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. � The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine � days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. J � C. Quality control testing bf in-place material on this project will be performed by the city �at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of th� contractor and will be billed at commercial rates as ozinv�ss SC-37 � PART D - SPECIAL CONDITI�NS determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. . D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to �be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. �� D-67 TEMPORaRY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of ,temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards� dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of tempora -ry mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the aCcepted schedule. Should seasonal conditions make such limitations urlrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. . 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 02/1 LN99 SC-38 !J PART D - SPECIAL CONDITI4NS � �� 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contracto'r shall take sufficient precautions to prevent pollution of °streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. � C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. . � �� , �, D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved�or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contracto�'s expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the properry owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted �in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRFj RE�UIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State ,requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by xhe contractor. They include: D 1. At the Time of Contract Document Execution, • ED-103-Contractors Act of Assurance • ED-104-Resolution � ■J � Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. 07J1 Q�99 SC-39 C�l PART D - SPECIAL C4NDITIONS The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING the City of Fort Worth Parks Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. ;�, CONSTRUCTION METHODS: Topsoil will be secured �rom borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will, be used in the parkways and medians before� any topsoil is obtained fr,om. a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted dep�h of topsoil parkways. 2. SODDWG DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live�and growing Bermuda, Buffalo or'St. Augustine grass secured from sources where the soil sis fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. • The sod shall be free from obnoxious weeds or other grasses and shall not� contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawri. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting, Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines� grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the � AND SEEDING: This item shall be performed in accordance with � and Community Services Department Specifications for Topsoil, � ozitags . SC-40 � � � ' � � � � � � `J � � PART D - SPECIAL CONDITIONS requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the 'finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand rolt�r developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required�on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shal) be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer� be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or °disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING j j DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting� seed or a J mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. II � � � MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, �type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be�of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variery of seed shall be furnished and delivered in separate bags or containers. A samp�e of each variety of seed shall be �furnished for analysis and testing when directed by the Engineer. oti�avgs SC-41 � PART D - SPECIAL CONDITI4NS The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody � Puri 95% 95% 95% 95% Germination 90°/a 95% 90% 90°/a �s 95% �� 90% 95% � 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastem Sections) (Western Sections) (All Sectionsl Feb 1 Bermudagrass 40 Buffalograss � 80 ' B�rmudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 , Total: 100 Total: 100 Total: 100 Table,120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates Aug 15 to May 1 (All Sections) ` Tall Fescue 50 Western Wheatgrass 50 Annual Rye 50 Total: 100 � CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in a�cordance with the requirements hereinafter described. ' - a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. ` . BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing , of seed is by hand, rather than by mechanical methods, the seed shall be sown in two oti�cv�s SC-42 � � � � � � � � � ■I � � � PART D - SPECIAL CONDITIDNS directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed, bed preparation is required. � DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted aC" the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or liarrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated r,oller of the "Cultipacker" type. All rolling of •the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. -� After the watering, when the ground has become sufficiently dry to be loose and �pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall �be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be dis#ributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In befinreen the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure unifarm mojsture from the surface to a minimum of six (6) inches in depth. �The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall M be of the type and grade as shown on the Drawings and shall conform to the requirements of � the item 300, `Asphalts, Oils and Emulsions". If the type of asphalt to b� used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of j� the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied "-� to the area in such a manner so that a complete film is obtained and the finished surtace shall be comparatively smooth. sl � RE-SEEDING OF AREAS'-PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch � 02/1 Q�9 SC-43 � � PART D - SPECIAL C�NQITI�NS to insure that slit-seeding equipment wiil be able to cut through the turf ar�d achieve adequ�te soil penetration. * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in tFie slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing°fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granul`ated fertiliier shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. . Di�tribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project� site. Measurement will be made only on topsoils secured from �borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and rneasured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted %elow), loading, hauling, placing � and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. 02/1Q/99 SC-'� � `J � J �� I � ■1 � PART D - SPECIAL CONDITIONS All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case� may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for,disposal of all surplus materials; and for all materials; labor, equipment, tools and 'incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and rriaterials f�rnished and measured�� as provided under "Measurement" shall be paid for at the unit price ;for "Seeding"� or "Sodding", of the type specified, as the case may be, which price shall eacfi be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the rssponsikiility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGAAM" which must meet OSHA requirements for all its employees and subcontractors at all times during coristruction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined� spaces". �ontractors shall submit an acceptable "CONFINED, SPACE ENTRY PROGRAM° for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. � D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: 1. Prior to the final inspection being conducted for the 'project, the contractor shall contact ;'� the city inspector in writing when the entire project or a designated �ortion of the project is � „� substantially complete. ;`3 2. The inspector along with �ppropriate City staff and the City's consultant shall make an �� inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. � � � 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the-items �have been completed or corrected. 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-15.18 Final Inspection" of PART C- GENERAL CONDITIONS. 02/1Q�99 � SC-45 PART D - SPECIAL CONDITI�NS D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid, for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work =site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the� construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. ... 4., Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before exca"vation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. � 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diamete�. Voids remaining after pipe installation shall be pressure grouted. • D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be pertormed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawirigs or as` directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shatl consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing. and finishing shall be subsidiary to the price bid for pipe installation. ` oti�ass SC-46 �� J � � �� J �� 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe � and fittings on this Project shall be in accordance with the material standard contained in the... Ge�eral Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate Blb ITEM(S). ;� 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown �-� on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be � made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the b�d price of the valve. � J � � � 02/1LY99 � � PART D - SPECIAL CONDITIONS D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The explorato .ry excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations ofi existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at ,the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). � Payment shall not be made for verification of existing �tilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified aon the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, stiall be the unit price bid. No payment shall be made for exploratory excavation(s) cond�cted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled seciion shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and o�utside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA �-203.� Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. SC-47 �l PART D - SPECIAL CONDITIONS Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade 1lVaterworks Manufacturing Company or at� approved equal shall be �used on all non- concrete pipes v�hen installed in casing. Installation shall be as recommended by the manufacturer. � � �■ 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Q Construc#ion standai�d E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: " � Payment for all materials, labor, equipment, exc��iation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility,of the Contractor to verify the exact location and elevation of,,, the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins betwe'en the contract drawings and what may be encountere,d in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing, of th,e connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, �the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- h'ours prior to the required shut down time. , The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFI�ATIONS. .The Contractor shall noti�y the customer both personally and in writing as to the location, time, and schedule of the service icnterruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the� appropriate pipe size. _ 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is;to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of 'inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants requirecl, shall be included in the price of the appropriate bid items. ��9 SC-48 � � � ■J � !J PART D - SPECIAL CONDITIQNS 80.7 Water Services: The relocation, replacement, or reconnection of� w�ter services will be required as shown on the plans, and/or� as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. "� All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. Al) materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall besinstalled,a� a minimum depfh of� 36"inches below .., final grade. . _� �. . � All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- � inch Type K copper, 1-inch °diameter tap saddle when required, and 1-inch corporation from�the main line to the meter box. J ' All services which are to be replaced or relocated shall be installed with the setvice main tap and service line being in line with the service meter unless otherwise directed by the - Engineer. � � •7 � J A minimum of 24 hours advance notice shall be given when service interruption will be required as�specified in Section C5-5.15 INTERRUPTION OF SERVICE. � All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After install�tion of the water service in the proposed �location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall.be performed by a licensed plumber. 1. WATER SERVICE REPLACEMElVTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during sireet reconstruction. The contractor shall replace the existing service line with Type K copper f�om the main to the meter, curb stop with iock wings, and corporation. stop. D Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included � in the Linear Foot price bid for Copper Service Line'from Main to five (5) feet behind Meter. Any vertical adjustment ,of customer service line within the 5 foot area shall be subsidiary to the service installation. � D � � Payment for all ,work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 2. WATER SERVICE REC.ONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for '021iQ/99 SC-49 J PART D - SPECIAL G4NDITIC�NS reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: Wfren the replacement and relocation of a water service and meter box is required arad the location of the meter and meter box is moved more than twelve,(12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be. allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this �enterline will be paid for separ.ately. Relocations rnade along the centerline will be paid of in feet of copper service line. When relocation of-service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall b�' included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s).` This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the senrice line is not being replaced. Adjustment of only the meter box and customer service line withiR 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter.box relocation. . 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be' included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. - Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service�Taps to Mains. • Payment for all work and materials such �as furnishing and setting new meter box shall be includ�d in the .price bid for furnish an�f set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. � Payment shall be made at the unit bid price in the appropriate bid item(s). ��9 SG50 �J PART D - SPECIAL CONDITIONS � 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main �nd 3/4-inch � service lines shall �be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor � shall be responsible for coordinating the schedule of the temporary service connections � and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious' manner. Severed water service must be reconnected within 2 hours of discontinuance of service. � � � � � J � � A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-ineh temporary service main and 3/4-inch service lines � shall be installed in accordance. tp the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed� tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor sha11 re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground o"r as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure'of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. � When the temporary service is required for more than one location �the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch, meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt� barricades, all service � connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. � J J � 02/fCV89 �M 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, �manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials incl:uding all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water �valves themselves will be adjusted� if necessary, by City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. SC-51 PART D - SPECIAL CONDITIDNS The unit price bid per each will be, full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and, Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas� or chlorinated lime (HTH) shall be furnished by=the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall�be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be dispc�sed of= in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be °de-chlorinated" prior to disposal. The line may not be placed in service until finro successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed,closed and no cross connections are made between pressure planes 80.13 Water Sample Station: GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be req'uired to pick up this item at the Field Operations Warehouse. � • PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Mete�. � Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample. Sta"tions. � 02/70/99 SC-�J2 PART� D - SPECIA� CONDITIONS PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the instailation tap saddle, gate valve, and fittings shail be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. , D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for th�$ ,item and it shall be considered to this contract. D-82 DEWATERING: The �ontractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor' shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the ' Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidentaF to a construction and aU costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES: � Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNINC: . A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees°. B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel `T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: `Tundra" weight, International fluorescent orange. or red color. ��9 SC-53 RART D - SPECIAL C�NDITI�NS 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as.shown on the Drawings. D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch 'diameter being cut unless cut by hand or cut` by specified methods, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading; =hauling and dumping. Extra caution shall be taken to �hot disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be consic�ered subsidiary to the project contract price and no additional payment will be allowed. oti�a�s SG54 � � � J � � J � � � � � J !J � � !7 �� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................(OMITTED) DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ................................ ......ASC- 2 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ............................................ (OMITTED) DA-4 SLIPLINING .......................................................:....................................................... (OMITfED) DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ............................................................. ASC-9 DA-6 PRIVATE SECTOR REPAIRS .................................................................................. (OMITTED) DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ...................... ASC-12 DA-8 MANHOLE REHABIUTATIONw ......................................................................:.......... (OMITTED) DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION .............................. (OMITTED) DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ............... (OMITTED) DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................ (OMIITED) DA-12 INTERIOR MANHOLE COATING - SPRAYVNALL SYSTEM .................................... (OMITTED) DA-13 INTERIOR MANHOLE COATING - RAVEN LINIRiG SYSTEM ................................. (OMITTED) DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER.. (OMITTED) DA-15 RIGID FIBERGLASS MANHOLE LINERS .................................................................: (OMITTED) DA-16 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................. (OMITTED) DA-17 PRESSURE GROUTING ..............................................:........................................... (OMITTED) DA-18 VACUUM TESTING OF REHABILITATED MANHOLES ........................................... (OMITTED) DA-19 FIBERGLASS MANHOLES .....................................:................................................. (OMITTED) DA-20 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ......................... ASC-15 DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER ................................................ ASC-16 DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAI�S ...................:.................................... ASC-16 DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ................................................. ASC-16 DA-24 GRADED CRUSHED STONES ................................................................................. (OMITTED) DA-25 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE .......................................................... (OMITTED) DA-26 BUTT JOINTS - MILLED ........................................................................................... (OMITTED) DA-27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ................................................... (OMITT'ED) DA-28 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ........................................... (OMITTED) DA-29 NEW 7" CONCRETE VALLEY GUTfER ..................................................................: (OMITTED) DA-30 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................. (OMITTED) DA-31 8" PAVEMENT PULVERIZATIO ............................................................................. (OMITTED) DA-32 REINFORCED CONCRETE PA EMENT OR BASE (UTILITY CUT) ....................... (OMITTED) DA-33 RAlSED PAVEMENT MARKER .............................................................................. (OMITTED) DA-34 POTENTIALLY PETROLEUM ,ONTAMINATED MATERIAL HANDLING ................ (OMITTED) DA-35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ...... (OMITTED) DA-36 ROCK RIPRAP - GROUT - FIL�f ER FABRIC ...................................................................... ASC-17 DA-37 CONSTRUCTION ACTIVITIES �JN CALSTAR, L.L.C. and SUNSTONE HOTELS, L.L.C. (GREEN OAKS HOTEL) PROPERTY ....................................................................ASG21 osio��ss � ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 (OMITTED) DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: 1. � Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a �ew polyethylene pipe and reconnect exisfing sewer service connections. , -; 2. Methods: This section specifies ,the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe �ursting/Crushing systems. Approved methods include: the F'IM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replac�ment Systems, (TRS System), Calgary, Canada. Ref�r to INSTRUCTIONS TO BIDDERS for information regardii�g pre-approval procedures for alternative processes. 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an �approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the, old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipmen# or other.apparatus, as specified in the approved methods. �he replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up'to 21". This specificatian is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approyed by the City of Fort Worth Department of Engineering, and Fort Worth Wafer Department. 4. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training °in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 09/01/98 ASC-2 � � � � � , �. � � � � � � � � �M B. � � � � osm��ss 5. � PART DA - ADDITI�NAL SPECIAL CONDITIONS Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a: Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage� and repair of pipe and fittings if damaged. � c. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. �a Method of construction and restoration of existing sewer service connections. This shall include:, 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass� and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) 4) Certification of workmen training for installing pipe. Television inspection reports and video �tapes made after new pipe installation. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. b. If new pipe and fittings become damaged before or during installation. it ' shall be repaired as recommended by the manufacturer or replaced as required by the �Project Manager at the Contractor's expense� before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248� Type 111, Class C, �Category 5, Grade. P34, and have a PPI (Plastic Pipe Institute)°recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight, category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. ASC-3 PART DA - ADDITIONAL SPECIAL CONDITIONS C. a. The interior of the pipe� shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe materiai shall be listed by the Plastic Pipe ,Institute (PPI) in PPI TR-4. The pipe material shall have, as hydrostatic design basis o� 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. , � d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDRI and minimum �ressure ratina of the oine shall be SDR 17 -100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. Tests: The Contractor shall be, required to send submittals to the City of Fort Worth on the production ma#erial. 2. a. � The pipe manufacturer shall provide certification that samples of the production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification .that stress regression � testing has been pertormed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure a to meet any of the requirements of this specification. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole • shall be drilled in the pipe the full inside �diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the �requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or . approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company� or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured�by Fernco Joint Sealer � Co., DFV1l Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the � C�� L�l L■l l�'1 osro��ss ASC-4 . , a � � � � J D. J � � � r PART DA - ADD1TtONAL SPECIAL CONDITIONS service lateral to trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevaZions. Elevation changes greater than 4.10 feet from the house lateral piping and shall be reconnected as dir�cted by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. PREPARATION: 1. Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing .upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to � the sewer. � b. � The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up� repair, property damage costs and claims. � � � •l !J � � � os�or�sa 2. Line Obstructions: If pre-installation (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed ,pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment� then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- � construction televisio� inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptabie grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a unifor1n grade in line with the existing pipe invert or by other measures that shall be acceptabl� to the Engineer and the City. � a. Identification of S gs: Sags shall be identified by television inspection in the absence of se ,age flow. 1f available, the Contractor shall be furnished television tapes f,om the City identifying the sag location. Flow shall be blocked at an up�tream manhole and diverted to another sewer line or downstream man ole below the segment of pipe to be inspected. TV ASC-5 PAR�l' D'A - ADDITIONAL SPECIAL CONDITIONS inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade.where access is available. For pipe enlargemer�t methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are. located. under existing structures, the existing sewer line may be relocated using� open cut or boring methods. The Department of Engineering shall specifically review pot�ential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be °per linear foot of pipe construction to correct the sag. For pipe b�irsting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. E. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: a. Insertion or access pits shall be located such that their total number shall be minimized and the 'length of replacement pipe iihstalled in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. � c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. 2. Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during stor�ge and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and m�nner approved by the Engineer. The invert and osior�ss ASC-6 � � ■J J � � � � � � •J � � � •l � ■J � osio��a 3. 4. PART DA - ADDITIONAL SPECIAL CONDITIONS benches shali be streamiined and improVed for smooth fiow. The installed pipe shall meet the leakage requirements of the pressure test specified later. Pipe Jointing: a. Sections of polyethylene replacement pipe �shall be assembled and joined on the job site �bove the ground. Jointing shall be accomplished by the heating and butt-fusion system in� strict conformance with the manufacturer's printed instructions. b. The 6utt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing pofyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility ofi the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall� be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled � above ground and pulled on the job site at any one time shall be 600 linear feet. 1 c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabiliiated. Keep lines away from pedestrian and vehicular traffic. b: Existing manholes may be used for launch and receiving access. Remove manhole invert and �ottbm as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching . manhole, apply winc� tension pulling the cutter and head into the sewer until the rear of the achine is flush with the manhole wall. Attach steel starter pipe and adv nce assembly until the rear of the steel st�rter pipe is flush with the -manh le wall. Lower hydralalic jack into the manhole and ali�n. Insert new pi�e by simultaneous operation of the jack and winching the cutter and head fOrward. 5. Anchoring New Pipe and Sealing Manholes: I a. After the new pipe �as been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to. allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at �the end of the new pipe� centered in the existing manhole wall. ASC-7 PART DA - ADDITIQNAL SPECIAL CONDITIONS r Grout flexible connector in the manhole, filling ail voids the full thickness of the manhole wall. � c. Restore manhole bottom and invert. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe bursVcrushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The. design of the plugs shall be such that they will �iold against the test pressure without requiring external blocking or bracing. � One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pr.essure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 % 2.5 psig greater • than the average back pressure resulting from ar�y ground water that may . be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe 11�inimum Elapsed Diameter (inches) Time (minutesa g � 4 10 � 5 �2 6 . 15 7 F. � Post-Construction Television Inspection of New Pipe: Refer to Special 0 Condition for Post-Construction Television Inspection of Sanitary Sewer. MEASUREMENT AND PAYMENT: 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnections: Installation of sewer senrice connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be.made for the quantities measured,at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. IJ �� I �� ,� '!� � osio��s ASC-g . . O PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall �be pertormed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television inspection of Sanitary Sewer Lines. 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage ,around the section or sections of pipe designated .for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. � 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be ` t�orne by Contractor. Repair and/or replacement of fences, sprinkler system ;piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be inCidental to pipe installation. � DA-3 (OMITTED) DA-4 (OMITTED) DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: �-� A. GENERAL: 1. �urnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to prope.r line and grade as shown on the.Plaris and,as established in the Specifications. 3. Work shall be pertormed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. . B. MATERIALS: 1. Casing Pipe: Casing pip� shall be steel conforming to ANSI B36.10 and the following: . a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.31�2 in. minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld,in accordance with AWS D1.1. osro��s ASC-9 PART DA - ADDITIONAL SPECIAL CONDITIONS C. Carrier Pipe in Casing: Carrier pipe shall be as shown on ,drawings and as specified in the General Contract Documents. 2. Sewer Pipe without Casing Pipe: Shali be minimum Class 51 ductile iron pipe, or as designated on the plans. 3. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive , strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION �. 1. Where sewer pipe is required to be installed under railroad embankments or under highways; streets or other facilities in other than open cut, construction shall be pertormed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, �and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then sha11 be removed from the site. Pits and Trenches: 2. a. If the grade of the pipe at the end is below the ground surface� suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to pre�ent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches backfilled immediately been completed. excavated to facilitate these operations shall be after the casing� and carrier pipe installation has Boring and Jacking Steel Casing Pipe: Steel casing pipe `shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. 3. a. The boring shall proceed from a pit provided for the boring equipment and' workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the wdrk pit. This pilot hole shall serve as the centerline of'the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitte� only to the extent required to �ubricate cuttings. Jetting or sluicing will not be permitted. osio��ss ASC-10 � � � � [I � '� � ��I � � �1 ■1 !J � 4. � PART DA - ADDITIONAL SPECIAL CONDITIONS b. In unconsolidated soil formations, � a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of °the hole, and furnish lubrication for subsequent removal of cuttings and instaliation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under paragraph A2. All voids between. bore arad outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located withir� �the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for. assembly unless otherwise specified. c. � The Contractor shall prevent over-belling the pipe�while installing'it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. .. , e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. Borin.g and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on dr.awings and as required and directed °by,the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall � provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be prov�ded at no additional cost and shall be subsidiary to the cost bid fo� installation By Other than Open Cut. J J ■J � 09/Of/58 Q c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of�a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory ASC-11 PART DA - ADDITIONAL SPECIAL CONDiTIONS � r� The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud jacked. x :� Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work pertormed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per li,�ear foot for Pipe Installed by Other Than Open Cutrof the type, size� and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all °preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA-6 (OMITTED) DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval "'by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. GENERAL: Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion , protecti�n shall meet the requirements of this Specification (and items DA-12 and °DA-13) and the Manufacturers recommendations and specifications. 2. � Description: The Contractor shall; be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. Manufacturer's Recommendations: Materials and procedures utilized for the lining p�ocess shall be�in strict accordance with manufacturer's recommendations. 3. Corrosian Protection: Corrosion protection may be required on all structures where high turbulence or high HZS content is expected. 4. osio��a ASC-12 iJ � B. J PART DA - ADDITIONAL SPECIAL CONDITIONS MATERIALS: 1. ScQpe: This section governs the materials required for completion of protective coating of designated structures. � 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as _ manufactured by Sprayroq, Inc. or a twapart epoxy resin system using 100% solids � based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven, 405. � � � � � D D D C. a D � � 0 3. Specialty Cement (If required for leveling` "or filling): The specialty cement-based coating material shall be either Quadex QM-1 s as manufacturetl by Quadex, Inc. or Reliner MSP as manufactured fby Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surtace of the st�ucture shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 � ASTM D-790 Long Term Value 5,000 psi 10�000 psi 550�000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the reco�nmendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under �control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall pertorm the spray coating operations and coating installations. � EXECUTION: 1.� General: Protective coating shall not be installed until the structure is complete and in place. 2. Preliminary Repairs: a. All foreign materials shall be removed from the inte�ior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately or�e-half (1/2) inch in thickness shall be filled with patching compound as rec;ommended by the material supplier for this application. c. After all repairs h ave been completed, remove all loose material. aosm��ss ASC-13 L' ■ 3. PART DA - ADDITIONAL SPECIAL CONDITIONS Protective Coating: a. The protective coating shall be applied to the structure from the bottom� of the frame to the bench, down to the top of the trough. The top of the st�ucture shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of�all foreign materials and matter. r� 2) Place covers over the invert to prevent extraneous material from entering the sewers. •, � u � � L� 3� ,1f required for filling or leveling, apply specialty" cement product to 0 provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable� through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall� have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. k . 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours .after application. � 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be pertormed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Pajrment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for pertorming the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application��of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by #he Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-8 (OMI'iTED)� DA-9 (OMITTED) DA 10 (OMITTED) osio��s ASC-14 � ■J J � �� J � �ART DA - ADDITIONAL SPECIAL CONDITI�NS DA-11 (OMI7TED) DA-12 (OMITTED) DA-13 (OMITTED) DA-14 (OMITTED) Da-15 {OMITTED) DA-16 (OMITTED) DA-'17 (OMITTED) DA-19 (OMITTED) DA-18 (OMITTED) �. y ,� �� DA-20 LOCATION AND EXPOSURE OF MANHOLES ND WATER VALVES: The contracto'r shall be responsible for locating and arking all previously exposed manholes � and water valves in each streei of this contract before t e resurfacing process commences for a particular street. . � J ■J J J J � The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street �ail be completely marked a minimum of two (2) working days before,resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contractors responsibility to notify the u�ility companies that he has commenced work on the project. As the resurfacing is completed F(wi hin same day) the contractor shall locate the covered manholes and valves and expose them fo later adjustment. Upon completion of a street the contractor shall notify the utilities of this com,pletion and indicate the start of the next one in order for the utilities to adjust facilities acco Idingly. The following are utility contact persons: Comaanv Telephone Number Southwestern Bell Telephone `Texas Utilities Lone ,Star City of Fort Worth� Street,Light and Signal 338-6275 33�-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm �• drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to, said facilities. �' "� 09/01/98 . ASC-15 J PART DA - ADDITIONAL SPECIAL CUNDITIONS Any deviation from the above procedure and aliotted working days may result in the shut down of the resurtacing operation by the Construction Engineer. _ The contractor shall be responsible for a(I materials, equipm"�nt and labor to perform a most accurate job and all costs to the contractor shal( be figured subsidiary to this contract. DA-21 REPLACEMENT OF CONCRETE CURB AND GU'1'fER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with �standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, sha11 be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc, damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shal( be comp(eted within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days� a$100 doHar liquidated damage wilt be assessed per block per day. The unit price bid per linear foot shall be iull compensation for al! �materials, labor, equipment and incidentals necessary to complete the work. DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existinq concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete', Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price'bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remave all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fiashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be rernoved, if required, to .a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to inctude the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fitl materiat. Atl excavated material shall be hauled off site, the same day as excavated, to a suitable dump�site. o�ovss ' ASC-16 PART DA - ADDITIONAL SPECIAL CONDITIONS After satisfactory completion of removai as outlined above, the contractor shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shali match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generaily the existing H.M.A.C. pavement thickness wili not exceed 6". Before the patch layers are appiied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the, City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall gpvern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. D�1-24 (OMITTED) DA 25 (OMITTED) � � DA-26 (OMITTED) DA-27 (OMITTED) • DA-28 (OMIITED) DA-29 (OMITTED) � DA-30 (OMITTED) DA-31 (OMITTED) DA 32 (OMITTED) DA-33 (OMITTED) DA 34 (OIIAITTED) DA-35 (OMITTED) DA�6 ROCK RIPRAP - GROUT - FILTER FABRIC: A. GENERAL: 1. General Conditions, Supplemental Conditions� applicable requirements of Division 1- General Requirements and the North Central Texas Council of Govemments (NCTCOG) Standard Specifications, are hereby made a part of this section. . �io„� ASC-17 PART DA - ADDITIONAL SPECIAL CONDITIONS � C. 2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans. DESIGN CRtTERIA: 1. The toe of the riprap revetment shail be entrenched in stable channel bottoms. if the channel bottom is not stable, the design shail incorporate other requirements ne�ded to stabilize the revetment toe. 2. The channe! side slope shall be as shown on the drawings. 3. Engineering filter fabric material shaA be placed underneath the riprap. �, ,� , 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection. See cross sections. , PRODUCT: 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable qua(ity io insure permanence in the structure. it shait be free from cracks, seams and other defects that would tend to increase deterioration. Rock shali tie reasonably well graded between the following prescribed timits: Sieve Size lSauare Mesh� 24" 24 inch Riprap 18 inch 12 inch 6 inch Sieve Size (Square Mesh�, 18" 18 inch Riprap 12 inch 6 inch 3 inch Percent Passinq 100 $aso 45-55 0-20 Percent Passinq ' 100 sass 15-45 0-15 2. RIPRAP WEIGHT: Weight of rock shal) be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). 3, FILTER FABRIC BLANKET: Approved Manufacturer: 4. RIPRAP GROUTING • Supac - Heavy Grade 8NP (UV) • Trevira 011/280 • Amoco 4553 • or Equal Heavy Grade a. FtNE AGGREGATE: Fne aggregate for grouting mix shall consist of natural sand, manufactured sand, or a combination of natural and manufactured sands. The o 09/01/98 14.SCi�1$� . � � � � � � � � � D. � J � � PART DA - ADDITIONAL SPE�IAL CONDITIONS grading and un'rformity of the fine� aggregate shall conform to the following requirements as delivered to the mixers: Sieve Designation, U.S. Standard Square Mesh � Permissibie Limits Percent bv Weiqht, Passinq 3/8' in. (9.5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 �300 um) No. 100 (150 um) EXECUTION: 1. CONSTRUCTION: 100 95 -100 80 - 95 55-75 30 - 60 12-30 2-10 a. The channel side slope and the toe excavation shali be prepared to the required lines and grades. � b. Filter fabric and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the s#ructures. 2. INSTALLATION pF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner• and at the locations shown on the. drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surtace to receive the geotextile shall be prepared to a relatively,smooth condition free of obstructiqns, depressions, debris, and soft or low density pockets of 'material. Erosion features such as rills, gullies, etc. must be graded out of the surtace before geotextile placement. The geotextile shall be placed with ti�e long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed to�provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock� riprap is „placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adju�t the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by .surface runoff and any geotextile so contaminated shall be temoved and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering pf the geotextile with a layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units� the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unp�otected geotextile. 09/Of/fl8 ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric bianket in such a manner as to produce a reasonably well "graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation speeified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced `by any cause shall be replaced �at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Gr.out shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture � which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conforfi t� the requirements of paragraph: FINE AGGRECATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow intt� the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F: or above 95 degrees F. unless ap�roved by the �ENGINEER in writing; nor when the grout, without special protection, is 1ikely to :be subjected to freezing temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips� approximately 10 feet in width, commencing at the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to floW on the riprapped surface a distance in excess of 10 feet. Immediately after dumping the batch of grout, it shall be distributed over the surface of the strip by �the use of brooms and the grout worked into place between stones with suitatile spades, trowels, or vibrating equipment. As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surtace of the stone protection. After cor'npletion of any strip as specified, no workman or any load shall be permitted on the grouted surtace for a period of at least 24 hours. The grouted surface shall be protect�d from rain, flowing water, and mechanical injury. The surface of all grouted riprap shall �e cured by keeping the surface continuously wet for a period of riot less than 7 days. . osior�ss ASC-20 J � E. �I PART DA - ADDITIONAL SPECIAL CONDITIONS � MEASUREMENT AND PAYMENT 1. FILTER FABRIC: Filter fabric will be measured by the square yard for material used including that required at toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit price per square yard which inciudes all piant, labor, material, and all installation costs in-place, complete. � 2. STONE RIPRAP: Stone (rock) riprap wili be measured by the cubic yard using actual � plan dimensions. Payment for riprap will be made at the-contract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place, complete. � 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan dimensions. Payment for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. � � � D,p►-37 CONSTRUCTION ACTIVITIES ON CALSTAR, L.L.C. and SUNSTONE HOTELS, L.L.C. (GREEN OAKS HOTEL) PROPERTY A. The Contractor shall complete all construction activity thirty (30) days after beginning construction within the CALSTAR and SUNSTONE property. The Contractor shall pay the CALSTAR and SUNSTONE property owners liquidated damages of $1,500.00 per day in the event that construction is not completed on the referenced property within the thirty (30)� days time period. � B. The temporary construction easement obtained for the CALSTAR and SUNSTONE property shall expire thirty (30) days after the beginning of construction on the property. The Contractor shall be responsible for requesting an extension for the temporary � construction easement from CALSTAR and SUNSTONE in the event additional time is needed. � C. � � . 7 J .! � � The Contractor shall provide the CALSTAR and SUNSTONE property owners a minimum of two (2) weeks written notice before beginning construction on the property. Contractor shall contact: Mr. Gary Glenn, General Manager Green Oaks Hotel 6901 West Freeway Fort Worth, TX 76116 Tel�phone No. 817-377-5941 The Contractor shall provide a copy of the Certificate of Insurance issued to the City with the City shown as an additional insured to CALSTAR and SUNSTONE. E. The Contractor shall return the CALSTAR and SUNSTONE property to as near its original condition as possible. This includes sidewalks, pavement, courtyards, paving stones, landscaping and fencing, but only to the extent of actual damages caused by the work of the Contractor. Also, �n the event that ground surface is subject to digging, the Contractor will restore the ground surtace to its original level and, if necessary, re-seed the area in which the digging occurred. � 09/O1/98 ASC-21 1__._.J l__._J L�J L_.._J L�J L�.._.! !_._..,1 Lr.�J U tJ � __ . � . . . , � PMS . , . ; • 3" ' . , , , . . . _� . . . . , �. /96 t___� u u u u � � t� � � 767 (Copper) ,r. PMS 288 (Blue) ,� PMS 288 (Blue) . ;� . $��„ �•; .� �' ;' � • . ' 3'-1.5" ; 3" ; ', 4'-1.5" � 3�� ;� � _ f � � , � . .; . 2.25 �� . . � � , "� ; . ; ; 3.75" , , � ou�� ate� � T O�TH . - , . . . .; . , .i ` , T i • ` ' . � O . � - . � .1�'rzrZds rt. .AC�r .,,,�. , on_ �.. 2.25"� . • 3.75" . - - --.. - 0 � CV -_- 4.5" / . / / / � r� . , , , j , ' / ,� W ,',� PMS 288 Blue / � hite ( ) / . . �� / P�OJECT SIGN Figure 30 -� r 4.5" /3" Radius � Scale 1 " -1' N O 09/18 � E2-1 Constructio� � . . EXISfiING STREET PAVEMENT � -....�.o�.�.vo..a...� a o e o 0 0• i o a o 0 0 0 0 0 T�MPORARY PAVEMENT REPAIR SHALL BE HOT�R COLD MIX ASPHALT,-R�LLED 2' MINIMUM �� . / /�.' �" �� .' %�- .. �///��,//�./;/��j//I � �� . . . r .. ,_a. �•.r •\ d � MIN. 6' COMPACT�D � FLEX—BASE MATERIAL EXIST. BASE � • � � � � SAND �N1A'TERIAL• ' OR GRANULAR ' EMBEDMENT //// . ; i. . � � � � . ': • � •• • �• •<• • � EXCAVATED MATERIAL� . .•ti • ••L• � ♦�... -.': ' �' • >• •� '. • • .' SHAI,� GONSIST..QF•"MAT�RIAL ` ' . ' � : ;�' :` � � ` ; : ` :,: � FR�E •f]F - THIN • �]R £l[l�l�''A'�`ED ' • =;,� '•: "�' . ' - �• �P�ECES, ROqCS, LUMPS �F ' •';� , . =' �. `: CLAY, S�IL, L�AM OR ti ' .'� � • �'`.,. VEGETABLE MATER, 1'-6' . • �'�:,. � ' " MAXIMUM. .., • . '.,' ti • •� � • ' • . •S..t�•••~. • •,{'• ,'• . .. • . •� � . !. L �~ �t•., � • �.: t. - �ti • .. ti: • , .. t . 'a,�.�: •'. � • .a' • . �� . � _:� �� .. •� � . . �.• . :�� . . � INCLUDED IN LINEAR FOOT BID PRICE OF PIPE EXCAV�AT�ON, BACKFILL AND PAVEMENT REPaIR � UNDER EXISTING STREETS CASE 3t EXISTING PAVEII STREET T❑ BE RECONSTRUCTED FIGURE A . . CWATER� SIZES UP TO 8 INCLUDING 12'> � SHEET 1 OF 2 NTS REV� MAY 22, 1997 � � ISTING STREET TEMPORARY PAVEMENT REPAIR VEMENT SHALL BE H�T�R C�LD MIX . ASPHALT, ROLLED 2' MINIMUM � ��/ � .. �. ... f • ..a . EXIST. BASE o��O�O�O�O�O°O�O�O�O�°�°�O�O�O�O ��O�O��O�O�O�O�O�O�O�O�O�O�O�O� .. / . - /////, ��i! .; ii�.�!%i!� . : : � . , . �a f . �/ � Q� � \ � MIN. 6' CONiPACTED � FLEX-BASE MATERIAt � SAND MATERIAL- OR GRANULAR EMBEDMENT - •� • •• •�• • � EXCAVATED MATERIAL ~ �' ' ` .• � ''� � ' SHALL CONSIST []F MATERIAL •' ' . .. • . . ::''�''�' ' `` FREE OF THIN OR ELONGATED : •. ' ,;,, ...: •.. .• r• '•: "� ' •- �PIECES, R�CKS, LUMPS . OF .� � ,,. . � . ' i;� , �`. . • • :� : CLAY, S�IL, LI]AM OR ;�; , :'. : ' ; ., , ., VEGETABLE MATER, 1'-6' ..,� • . , '., � •. MAXIMUM. ': • . , • . .:::�.•:'" . '�•� � . .. • . .�� . .r. .1 'l•• � � • � i-� <. � ,; � ME CRUSHED STONE .. • _. :- = S5 S•' •�� 4 . ♦:�-� �'�`�'�= . �, 4.. • � •. . :N�.. «v��f� 1 i�;•. ..R..r;; :� i ; � t.., •-.:•�....••:�r .• . • :. - . � INCLUDED� IN LINEAR FO�T BID PRICE OF PIPE EXCAVATI�N, BACKFILL AND PAVEMENT REPA7R � UNDER EXISTING STREETS CASE 3� EXISTING PAVED STREET TO BE RECONSTRUCTED � � FIGURE B CSEWER� ALL SIZES> ' � cWATER� SiZES 16• & LARGER> SHEET 2 OF 2 � NTS REV� MAY 22, 1997 0 ti :�r�' .�i�r' :�--' �iir' �' �' �' ��' �' ,�r-,' .,i�-' _,i�r' .1�' �s`�--' -.: � .�i �i .�i REPLACE PAVEMENT � TO NEAREST JOINT . SEE `LONG/TUD/NAL JO1NT SPACING • r- I ' � ' I EXIST. CONC. PAVEMENT -- No.3 BARS � ON 24 " CENTERS BOTH WAYS � WITH MIN. 2 BARS LONG/TUDINAL IN DITCH EXIST. CURB dc GUTfER l�l l EXIST. SUB BASE (1F ANY) CL4SS 'A' REINFORCED CONCRETE PAVEMENT EXIST. JOINT � ;�� EXIST. JOINT �o � .�"� �— . . . . . � . • ' � ' • . . � ./�..:::.;:: `.,�:`;�:: :;`�:�::' 'i/////// ''� ,';: �:�.%�N'.�r'�.: �� • .+� � . � .: y,ti, ., „� iti .•; �i:.. 12'= ��—;� r,o• ;: � i: j'• �.` t�x,�� 2:27 CONCRETE .•; • CRUSHED UMESTONE TO EXTEND _ FROM 6" BELOW PIPE TO SPR/NGUNE 6� ��110000 6" CRUSHED LIMESTOlVE J NOTES: � b O � ALL TRENCH BACKFILL SHAU AlEET RE4UlREMENTS FOR GR40ATIDN AND COMPACTION AS SPECIAEO /N ITEM 402 OF THE STANDARD SPECIf7C,AA0NS FOR CONSTFtUCT10N, ' PUBUC WORKS DEPT.. Cl7Y OF FORT WORTH, TEXAS OR BACKFlLL AS SPECIFlED lN SECTIONS E1-2 & E2-2 OF TNE SPEClFlC.1 AONS FOR WATER DEP% PRQiECTS FORT WORTH WATER DEPT., CITY OF F014T WORTN, TFi�G4S. . ��PROPOSED PIPE DITCH WALL REiNFORCED CONCRFTE PAVEMENT WlLL BE REPUCED TO ORIGlNAt DEPTH OR TO A MINIMUM DEPTH OF 5; WHICHEVfR lS GREATER. !F ST£EL £XISTS /N CONCRETE PAVEMENT TO BE CU7: TNE STEEL SNALL BE CUT MfD SALYAGED AS POSSlBLE. A MIN/MUM LAP SPLICE 0/STANCE OF 12" W/LL BE PRONDED. O3 RE/NFORCED CONCRETE PAVEMFNT WILL BE REPL4CfD AS SHOWN OVER TRENCH !N TNE EVENT NON—RE/NFORCED CONCRE7f P�iVEMENT lS REMOVED. 4O 8ED01NG OF P/PF TD MATCH ADJACENT SECTONS OR SPEC/FlCATiON 402, WHICHEVER !S GfL1TER. FIGURE 1 TYPICAL SECTION - TRENCH REPA/R CONCRETE PAVEMENT cm os coRr �nr muvsAoar�noH/Puse� xnmcs orpr. �vax�xn�nc nn�srox Hor ro scua ; LOGITUDINAL JDINT SPACING STREET SPACING WIOTH 28' 6c 30' ON C/L 36' dc 40' ON C/L & 8' FROM I BACK OF CURB ON C/L dc 11 ' 44� OFF C/L 48' ON C/L dc 12' OFF C/L 60' 6' dc 18' OFF C/L �r u �..j- u u t� t.� u u t..� u u �.�t t.J u t� u t__.� t� u... r# rJ� � � d..� a�n+•� r�. ,�r �.. ..�`r � � � REPLACE PAVEMENT TO NEAREST JOIIVT SEE LONGlTUD1NAL JO/NT SPAClNG • ' � -� . • . . No.3 BARS ON 24 " CENTERS BOTH WAYS WITN M/N. 2 BARS LONGITUDINAL lN' DITCH 0 EXIST. CURB & GUTTER EXIST. JOlNT . 2 �� ,z � S CRUSHED LIMESTONE TO EXTEND FROM 6''. BELOW PlPE TO SPRING UNE • � � :::�..:- �';:� . � -' �• • •. ."'� �� t�;!{ 12 "— ---- :: •� r,f_ • �� ._ a_. :. . CL4SS A' REINFORCED � CONCRETE PAVEMENT EX1ST. JOfNT EXIST. CONC. PAVEMENT �— . , . . . . ► • � • � . �1� � -�-� ;:.;-�� a%/�////////%////`//i///i`// •. : �:� . . . �%/� � �, ti�1'r,•+j �i. t•' �•�:;' ; 2:27 CONCRETE 3�� {� :!� . �`;; �� ;�:.\ EXIST. SUB BASE ,._�; `�;_.;; •�ALL TRENCN B,4CKFlLL SHALL MEET REQUIR£M£NTS FOR (lF ANY) .,.:..;1�;:7- ''•.i` •�� GRADAAON AND COMPACAON �S SPECIFIED IN ITEM 402 OF •t' ;• :•: �' •�•: rHE STAND�I RD SPEClf1CAA0NS FOR CONSTRUCTION, PUBLIC ;�� i� ��•ti WORKS DEPT., C!7?' OF FORT WORTH; TEXAS OR BACKFILL .j� � �:� j AS SPEC1F1E0 /N SEC710NS Ef-2 dc E2-2 OF TNE SPECIfTCA110NS FOR WATER DfPT. PROJECTS; FORT WORTH ,� ,Q� WATER DEPT.. CITY OF F"ORT WORTH, TEXAS. 'o��i�� O�°a �PROPOSED PIPE �� 40�00 � D/TCH WALL NOTES: �6" CRUSHED L/MESTONE � b O O � REINFORCED CONCRETE PAVFMENT WILL BE REPIACED TO ORIGlNAL DEPTH OR TO A MINIMUM DEP7N OF 5; WHICHEVER lS GREATER. ' IF STEEL fXlSTS lN CONCRETE PAVEMENT TO BE CUT. TNE STEEL SHALL BE CUT AND SALVAGfD AS POSSIBt£. A M/N/MUM UP SPLICE DISTANCE OF 12' {�YILL BE PRONDED. REIIJFORCED CONCRETE PAVEMENT WILL BE REPLACED AS SHOWN OVER TRENCH lN TNE EVENT NON—RE/NFORCED CONCRETE PAVEMENT lS REMOVED. BEDDING OF PIPE TO MATCH ADJACENT S£CAONS OR SPECIFlC,ATlON 402, WHICHEYER IS GRATER. FIGURE 1 B 7YPICAL SECTION — TRENCH REPAIR CONCRETE PAVEMENT CRY QF fURT IFVRlH IRwSPORTAi10W MCMKS DEPf. OMGlHf�PtMG AMS7ClN NOT TD SCiLE LONCITUDINAL ✓0/NT SPACING STREET SPACING WIDTH ti 28 � dc 30' ON C/L 36' dc 40' ON C/L cfc 8' FROM BACK OF CURB ON C/L dc 11 ' 44� OFF C/L ON C/L dc 12' 48' OFF C/L so' s' � �s' o� c/c 0 � �, � � �l �� . �� l �l �i � �.1! �` .1.' .:1J � . � 3� � ' n � � a SILICONE JOINT SEAIANT N •� ..: .... :... ~, • •�; ' • � FD�YETHYLENE BONO ' - --. =. —a BREAKER TAPE ►- — � REDW00� EXPANSION �6 SMOOTH �. ;� �4 /r��•\�� JOINT FILLER ; i �� i /� i `�� :. ' � � .•1 // i: . �� . ---------------- ----- DOWEL SUPPORT BASKET� .� JOINT DETAIL N0. 1 SEAL FOR IXPANSION JOINT NOT TO SCALE JOINT DEPTH PAVEMENT JOINT DEPTH THICKNESS ( T/4 ) T = 5" 1 1 /4" T = 6" 1 1 /2" T = 7" 1 3/4" T = 8" 2" , � �4• SILICONE JOINT • 'r SEAL4NT � � � � .;;:;;�SAWED JO�NT FACE ��.r �. vWi �•' U � � 3 : ..�";��3/8' DU. CLOSED z N !��• < ~ CELL IXPANDED � ' '.y POLYE7�tYLENE FOAM _ , ,� BACKER ROD - 'COLD' JOINT CONSTRUCTION FlRST'POUR SECOND POUR JOINT DE?AIL N0. 2 SEAL FOR LONGITUDINAL AND TR�4NSVERSE CONSTRUCTION BUT JOINT NOT TO SCALE � � ��4 ~ SIUCONE JOINT � SEALANT � � � _:,. � SAWED JOINT FACE .r � , . ►�- � �3/8" DIA. CLOSED '• CEIL EXPANDED { „ .' POLYETHYLENE FOAM , BACKER ROD . . .. .. `^•.. . � JOIM DEfAIL N0. 3 i SFaI: FOR SAW�D DUMMY JOINT ' NOT TO SCALE �� SUPPLEMENT TO TdcPW FlGURE 1: ' WHEN OCISTING CONCRETE IS CUT, SUCH CUTS SHALL 8E MADE WITH A CONCRETE SAVI►• ;"'�� ALL SAWING SHALL BE SUBSIDIARY TO THE UNR COST OF THE ITEM FOR WHICH SAWING IS , REQUIRED. JOINT DE7AILS N0. 1,2 dc 3 OF THE TdcPYV PAVING DETNLS SHALL 8E E,.� APPUCABLE. � �- -� � o o a o c� o o a o o Q� c� o 0 0� � • • • � � a a A � a c g w w � cc a��r. cu�� a wnr-,� � �� , I�• � • . .. •~' ._ [r�tt. �trw►lr �V��AC[ ( � •A •r�r � •� � � t� ' A x �• o� . cc � . y x � � t n� t.r� w C CY�� • Wf T[� ` r' � ' •• � w tfl{} %��%�%%� CO+C YK �ft/N !W 1�K. CIR�t-1-R(�ItO�IC[�� •- • ; ' • .K - - ti• �Ll T}[KM ��Ct/KL lM�ll rt[f �[f�• W� �t ( M ��t � COrt�t�[ t�tt • • �• • -•: � �[ou�*tr�*tf �0� ��CaTIN /M � 11 •�� , . •• •�..� ��.• eO++tTow �/ ��ttDK� N �ttl� . , •. �01 0/ /Mt •f�Ypi�� M[CMK,�• .;�•� •�:' T�OA� 10, CO��1M�C�MA �Y�tt � ��'i �Cw�• �t►t�CITt M I�f �e�tM ' • • � •' f[i�t O� �Atv�l N �fC�+[• Ir � '' �� KCTIOM t�.f MI� [f.! O� fM[ MCM tAll •�• �� MtC1►K�TM�1 I�• NT[• 1�M�T• . . 1�[/T �lNtCH /I�� MlfM �Tt� _ . • ' • •: �[►f.�d1• M I�T �Mfw� T[�V. • .� �� . . . , ,� . � •.• . •. t+ ' ' t • . a : MOM�t� Mtal�• �f�ltTM �• . • • �•,�. , •�'�.0 � � � �� h�[ . •••. ��• ��r� � j :,.� � � � ;'•l �;.�• � t .� �;�•,r,�.•�';. •• . s . . . ,••�•: ��'• . . •. :' . . � MOtt! � KI•KMO�C!'! CM�d1tT[ ��ft l�lL ■lNr tttl� f�l�f• If tMrGRfTt M.!•�(�IO�u� �M�CKtt N�t �l��Kl t�M� �!l�lt� CI��L! �M6ll /[ �tlt��t� T� MM1r� �f/fM N// t� /! lY1� fN[ f�[[t �Kt �f wfR�t[1 �I Now� �f �R�l�tt� f0 TM/ Mw+ai� M fp � YMIrY�1 N1TM M•�� •w1L< K LYf �� /�W�[� At �� tutYCM � f1t fr[Af NA- �e�rw.wew� wrc.c�r �/ Al� � .�MKMl�f� M 11t �N�TtA, �O��1�1[. A w�t11Y11 t�� MItR •t1�/0K[�t�AC�tT( �[ It Mll��t �f�[ff Mvll �[ ly �1/T��C[ M It� �ILI. K MDra� /�fol[�. M IMK Ma�t� wM�tt touR�. �qs- rcoe.� es n►c re *�� o�ct�t wo �- t•t� eone�t�t w�. �c ot�trto rF �tCf1dH 0� f�tM�CAf10�1 �Ot rtRo�lVt4 N�LR f Nf f�[t1ilfD ?� 'KMflS 0' !�=1 t! ' 1� ■O*t �T�lM�tlfT ADOLD TO TNE CLA.ZS �A CONCIIET[. TYRiCAL SECTION T R E N C H REPAtR ASPNALT SI�RFACE & R�lNFOf2CED CONCREiE BASE, � tiTr Of /ORT �ORTN �cv_.-�_� ,�Er.,.,. 7RAMS�OfITAT10M/�Usl.iG WORKS OE*t. �'E�•��-�-�+ • En• w. e.stit EA�6IA►ffR/A►t OwISiDAr �� : io�•� n f/� l. • • ��-.MO 3 •�At O!' j��C[Mf�A� �OTM t1r� •ITM � rN t ��f LOMI�YNIYL M �tTCM U U L� �� 0 C� C.� �7 [+7 .�_._7 L___7 C._.7 U [-3 U L.-1 U C�] [� � • . � � r � \\ \ \ --,.�dI1////�/. �tL r0T[ O �[LQV uMA.e. wt►��t[rt�t 1 ■ ' r�r 1 SIYf �[tl�� MrAC. �u�ratt J �te�f• CUR� � �uTtc� � •� � � • �• �� • i�,.,... _•: i�' , • . , • . ' , , . �� « . . , � � . • � ` r�MK eOnt ,nO7Ef s ' . • � � �-. t �:t eo�e�crt � � • • \ � f.t'f OOwC11iTt lM�tt K b1fl�l.tf A rMl Os i � ,.� a�� r�trCM Merr�lt fw4.l r[Rt RlD1 �OTTOr 0� [lMt, M.M.AC. MvtK�K� .�. ' •�C4��KY[NTt I�R ��li�tq�t �t! tOM►1CT�OM �! N[t1IMw Mr �rcr � QI �M� �1�rOaAt t►[CIIIC�• . TIOM IOn QO��fRYiT4w� IY1tK � �Ll QltT. af�lT /wiiLt K f�tR/�a[0 f� rM[ � fpRr� �trt � t�� 0� ►o�t �e�tw ptl�l��(. DC��7f.�/T7f i,,� . OURS -- --- • •� '' TCft�f 0�1. �CRIRL At l�NKC f� SM��4 Ot 2 Of �INE CRA1jkC s�uA��—[. • �c�r�ort ��! ��o �!•j 0� TK — • f�tb►iCa��O�� ►o� ��ft� K►u�t• • • . '• Y[MT MOJtCT�.I�At *OAtM ��T[t (� �[�fIR� OR /Itt TO Y4�CM AI1ACtNT �[CT10� • . . OttT�C11t 0/ /O�T �ORTM� �[MAf. O� �►id/ItA?10M 4�t� *MKK[1Ii11 Il YORI , �T1tMK11T. • • • � '• � �110POK� t�G�UTf �{f�ll<��1 O d11ffJOQMORlT�M /ROxCT[MMiD10R0[1flf[11MY�T � . . . . , • [VAIYTt M NL6'�TM dI [1rfT1M K�LAG Mv�ll�ff �� . , •�M[ t0 H�a7l�O�lT�711! � *RRr t0 RTlMT��O CQrtIRlCT10R • ' � � • , • tbae�l� M �wt�t[.71[ /Ull ��TM OI �17*ot fMk� . • ..� . . .: •, . , � • � •' . � . dTCN Nall K R[r0YL4 � R►LAC[� 1R�K MM0�11UY[ T11[ATi�tt TO • • .• • • . tXri"R�� AK OA �VM�Ao[ 11�t=RII�. �xist. ev�� V1T!• . � ,. /• 1 ' .• �•, . > a a 0 d n � IY� ' w w � � f M fin t-�2 2! A A TYPICAL SECTiQN—TR�NCN REP�41R TYPICAL H. M..A. C: `SURFACE _ WITN S(��L BAS�, .. � • �et �nc �srw�t.rc ea�cR � C/T/ Of /OI�T I�TN �cv•�-�o-�: TRANSPJRTJ►?1�lNIFUP,LIC VK�RKS 0£PT. �Zv�-1-1� � r��KEER�w+r oirrstoN �►-�t-n.�o . _ . ...., • A z . � . •� c, . � co i � --� . x � . �..T� N C7'� 0 l�I�t t��t f N, I ry 0 rn II !J � CITY OF FORT WORTH. TEXAS WATER DEPARTMENT � Revisions as of April 20� 1981. follows: All materials, construction methods aad proc.odures used in this projod shall conform to Soctions H1, E2 aad E2A � of the Fort Wortii Water Dcpartmeat Geaeral Contract Documeats and Geaeral Specificatioas. together with tmy additioaal material spocifications(s)� constructioa(s) or later revisioas(s). (See revisions listed on this shoet.) Sxtions El, E2 snd E2A of the Fort Worth Water Dcpartmeat Geaeral Contract Documeats md General Specificatioas are � hereby made � part of this contract documeat by refer+eace for all purposes, the same as if copies verbatim herein, aad such Sections ue filed and kept in the office of the City Sxs�etary of the City of Fort Worth as aa official rocord of the City of Fort Worth. � INDEX � *CONTACT CITY Ofi FORT WORTH FOR COMPLETE DOCUMENTS: E1 MATERIAL SPECIFICATIONS � !J � I� � � � � � 1 J SECTlON E SPECIFICAT'IONS lANUARY 1 � 1978 E2 CONSTiZUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS E1-2.4 ackfill: (Correct minimum compaction raquiremeat to 95 % Proctor density and corroct P.i. vaiues as follows:) c. Additional backfill requirements when approved for use in streets: 1. Typc B Backfill j (c) Maximum plastic index (Pn shall lx 8 2. Type C Backfill (a) Material mxting rcyuiremeats and having a PI of 8 or less shall be considered � as suitable for compaction by hettiag (b) � M�terial meeting requinemeat and having e PI of 9 or more shall be considered for use only with mechanical compaction E2-2.11 Trench Backfill: (Cornect minimum compaction requir�meat wherever it �pesus in this sacdoa to 9596 Proctor dcnsity excopt for paragraph 1.2 where the '95 % Proctor density" shall remain unchanged.) � ��; ;, . � � Contractual Liability Other a TO: CITY OF FORT WORTH Date_ NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : Q is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. � TYPE OF INSUI�j�ICE Policy Effective Expires Limits of Liability a Worker's Compensation Comprehensive General Liability Insurance (Public Liability) aBlasting Collapse of Building or � structures adjacent to excavations Damage to Underground Utilities � Builder's Risk Comprehensive Automobile Liability a � l� l!�J L1 � C' L�' r � CERTIFIC�,ITE OF INSURANCE Bodily Injury: Ea.Occurrence: $ Property Damage: Ea. Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. A�encv Fort Worth Aeent By Address Title 0 � � �I I•I L�J � L�J �� u � L�J '■1 L• � � I� �J -J CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410270 STATE OF TEXAS COUNTY OF TARRANT 0 � SOUTHLAND CONTRACTING, INC. CONTRACTOR ` By: ��i�� — - r � , �� Title � �1 �� Date� / ` l BEFORE ME, the undersigned authority, on this day personally appeared M1Dl�J'.};�fi,f,•,�aKJ77'l� known to me be the person whose name is subscri ed to the foregoing instrument, and acknowledged to me tlt� he executed the same as the act and deed of �S/,��IC'��"" for the purpose and consideration therein expressed and in the capacity therein state . GIVEN UNDER � HAND AND SEAL OF OFFICE this J LQ� 19 � . � e � 4 /1 i�<� Not,Ary Public in and the State of Texas FREIDA KAY REDDING ; Notary pablfc, State of Texas � �y My Commiss(on Fxpires , 4-28-2001 � V V V V'V Y'V� V•V Y' V•Y Y••V V V' 4"��/ y�.r� J � ,� PERFORMANCE BOND ,,� THE STATE OF TEXAS � � COUNTY OF TARRANT �a� i�lo • l� 7 �s8a KNOW ALL MEN BY THESE PRESENTS: That we (1) SOUTHLAND CONTRACTING. INC. a(2) �,,, CORPORATION of TEXAS, hereinafter call Principal, and :,�� `. `' ' ' � �' , � - ••� � � � F � .-�,. corporation organized and existing under the laws of the State and fully authorized to transact busmess in'the`�S�'f�t� '" of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and � ., existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: � SEVEN HUNDRED SIX THOUSAND FOUR HUNDRED NINETY-ONE AND 20/100 ............................. ($706,491.20) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for � the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 17T" of AUGUST, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: � MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNIT 3 � designated as Project No. (s) PS46-070460410270, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". Pi... NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which � may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense �,,, which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in , full force and effect. ' ' � � F1 �, � � � � � y PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 17TH of AUGUST, 1999. ATTEST: GS �� SOUTHLAND CONTRCTING. INC. _ (Principal) Secreta PRINCIP�4) �� (SEAL) � / ..I. . . .% i� /�.� �..� ., „ � � r � � '�;1�_'i�� FORT WORTH, TX 76140 �i��./�1'�i:�: ;�,,�daressl�� a'��' �A!� �R.��T � Witnes�sj� s to Prin ipal ,D� B0� ��t, �� 002'f'I�,`�L��lo/ �O �Address ATTEST: � (SEAL) �� . (Surety) Secretary Surety BY: � �g�, � .-„ ; , (Attorney- fact) (5) _�I�U� ti �t-�� t •��. .. ! i, � I'� (-;, ' , ... ,__ '�� , � " _:..., � {' > � �'� r , . `� : e� (Address) NOTE: Date of Bond must not be prior to date of Contract ��) i2) .�e . .� �- � �� L I , Ir.w � � �_ Witne�s. �rety�� Y � / I� ��' � ..,��}� n Klnl GFnRG� �lf�. °�' ( � �/ �.�d�ress) '`�ALLA�, `�'�°� 75235 � \� F2 (3) (4) (5) Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � � � A THE STATE OF TEXAS § � COUNTY OF TARRANT � PAYMENT BOND �N� �/'p. ��,' 7 s8�: �' KNOW ALL MEN BY THESE PRESENTS: That we (1) SOUTHLAND COIVTRACTING, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) ,_,�_,�,orporation organized and existing under the laws of the State and fully authorized to transact business in the State'�f Texas, as � Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation orbanized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who � may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : L SEVEN HUNDRED SIX THOUSAND FOUR HUNDRED NINETY-ONE AND 20/100 ............................. ($706,491.201 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. �� THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the l7T" day of AUGUST A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNIT 3 Project No. (s) PS46-070460410270 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. � F10 , ' ' 1 � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised r.� Civil Statutes. � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. L IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 17T" day of AUGUST A.D., 1999. ATTESTI�'!/I' .!'�� r-8- � (Principal) Secretary � Wimess as to Principal �. o.�}( t1v66 i�� %`, �-�t-�,?"X• 7� i t,la � Address ATTEST: � �' � (SEAL) (Surety) Secretary SOU�'HLAND CONTRACT �1�v IN . �f INCIP , )�� BY: ` J n Title: - , PO BOX 40664 FORT WORTH, TX 76140 (SEAL) �Address) . F_, r, _ � r � r t,: ..�.�1'� x 6T�; ��1'i._ ._ . ::"r._.l'�: �, . . . � 4: �'" �u L:. , UC � BY: ^.j�j;,i�4 ,�i-;;�:., f d (Attorn y in-fact) (5) , : ' IJ ir�n..L�i;,�, (Address) � �: �: . � �.! ;��,L��1� ��,'!� ' I S1 �,4 L ,. � : G ��i �- (Address) ` ' • NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � � � __. � � �� `\ �'� Witness as to Surety 1 � (Address) i.� �_ r: ; ;, KI��Pr ��GE �R. �' E-�qLLAS, �1;C i�23� a,��... �:, t• a_:? ,- tl� .... _� . . �i X i 52;3� � �. , � e insurance Company of the West HOME OFFICE: S,4N DIEGO, CALIFORNIA POV!!�r? �DF ATTORNEY KNOW ALI_ W1EN BY THESE PRESENTS: That INSUR.4NCE COMPANY OF THE WEST, a California Corporation, does hereby appoint: LINDA SPRATT its tr�e and lawful Attomey(s)-in-Fact, wfth full power and authority, to execute, on behalf of the Company, fidelity and surety bonds, undertakings, and other contracts of suretyship of a similar nature. This Povrer o.' Attomey is granted and is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors on the 22nd day af November, 1994, which said Reso!ution has not been amended or rescinded and of which the following is a true copy: "ftESOLVED, that the Chairtnan of the Board, the President, an Executive Vice President or a Senior Vice President of the Company, and each of them, is here�� authorized to execute Powers of Attomey qualifying the attomey named in the given Power of Attomey to execute on behalf of the Company, fide�Ii.y and surPty bonds, undertakings, or other contracts of sureryship of a similar nature; and to attach thereto the seal of the Company; provided however, that the absence of the seal shall not affed the validity of the instrument. FURTHER RE50LVED, that the signatures of such officers and the seal of the Company, and the signatures of any witnesses, the signatures and seal of any notary, and the signatures of any officers certitying the va(idity of the Power of Attomey, may be a�xed by facsimile." IN WiTNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused these presents to be signed by its duly authorized o�cers this '9th dayof June 1995 . �`��pfIPAN� ��, 9 t `��ORIOIIA1f� � ��Cll 1, �9� ��C40RA�A STATE OF CA�lFORNIA COUNTY OF SAN DIEGO SS. INSURANCE COMPANY OF THE WEST n L. Hannum, Senior Vice President On June 19th, 1995 before me, personally appeared John L. Hannum, Senior Vice President of INSURANCE COUPANY Or= THE bVEST, personally knowr to me to be the individual and officer who executed the H�ithin instrument, and acknowledged to me that he executed the same in his official capaci:y and that by his signature on the instrument, the corporation, on behalf of which he acted, executed the instrument. WITNESS my hand � �d official seai. � y� ,� .,..�',� _ tn =f � �r� .. U ,.,�, �� CERTtFiCATE: � ��:�1 . NOF:�1A PORTER � CO�v!^:1. �952fi4d n t�TARY PUSLl�.rC^! IFORNlA � s„u oieco.c,.uVrr � tvty Commission Expiras � JANUARY 14, 1S5o ' .f.� 7 ' l / ��/1/ Notary Public I, E. Named Davis, �ce President of lNSURANC� COMPANY OF THE WEST, do hereby certify that the original POWER OF ATTORNEY, ef which the foregoing is a trt;e copy, is stiil in full fcrce and effed, and that this certificate may be signed by facsimile under the authority of the above quoted resolution. IN WITNESS V�,�HEREt�F, i have subscribed my name as Vice President, on this �ok7A�. ��t �f � H « `��p0.P0lt�TFo � 4'�RCN 1. �'� ��fIFCPM�' day of INSURANCE COMPANY OF THE WEST � l�� E. Harned Davis, Vice Preside^t EE�9 �Ciw 3/ �. � � �%D• �� 7��`a THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND 0 � KNOW ALL MEN BY THESE PRESENTS: That (1) SOUTHLAND CONTRACTING, INC. as Principal, acting herein by and through (2) its duly authorized and (3)�� 's�:.��:`` ��'r�� a'i �`��. i,�';i� �� :� a��c��'poration organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the p� City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of SEVEN HUNDRED SIX THOUSAND FOUR HUNDRED NINETY-ONE AND 20/100 .............................. �.. � � � � � � ($706,491.20) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, AUGUST 17, 1999, the performance of the following described public work and the construction of the following described public improvements: MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNIT 3 of same being referred to herein and in said contract as the Work and being designated as project PS46- 070460410270 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. ' � � NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or r°�� reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said � City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. L WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated AUGUST 17, 1999. ATTEST: � ,.-.-c.r (Principal) Se�etary (Seal) �. � Witness as to Principal 7' �' B�X ¢� b S�, �� l,[�oRT� �TjC • 76i f� (Address) ATTEST: (Surety) Secretary �. �.. � ' � � (SEAL) SOUTHLAND CONTRACTING, INC. PRIN P L (4) BY: �/��fi""U�, Title: PO BOX 40664 FORT WORTH, TX 76140 (Address) Fi�... ' °',' '' �"� �'^ � yr-f;'� Surety BY: �..i !'� i?.r`� �:' `` �.�= � ' (Attorney-in- t) (5) �, � � r, ` ��t�� u ;,:� (Address) NOTE: Date of Bond must not be pPior to date of Contract � / �, �C�- to Surety ' - �= ;`'°,,"� G�OR�� D�, Di�LL�S, TX �'��35 F6 _ _� r.� _._ . , : ��, l �'�ar✓-�'i,`,'i (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. u I�I PART G - CONTRACT � THE STATE OF TEXAS § � COUNTY OF TARRANT � a THIS CONTRACT, made and entered into AUGUST 17, 1999,by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and a SOUTHLAND CONTRACTING, INC. of the City of FORT WORTH, County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � � � WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAIN 207R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IlVIPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNIT 3 � And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the � said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been � identifed by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifcations, all of which are amade a part hereof and collectively and constitute the entire contract. ��' � � I� � G1 � � � � I�I J '�J I�I u � � C� u 0 0 �I �'I u � � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifcations thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) Party of the First pa . BY: ASST. City Manager 6 C Y� ATTEST: M � City ecretary (Seal) WITNESSES: SOUTHLAND CONTRACTING. INC. PO BOX 40664 FORT WORTH, TX 76140 . • � �: � % :,��i . � �w� � r�� .� - ' ►�' � !�►�' I � :'•:• _� I. �i _ '� .,��' `. � A. Douglas Rademaker, P.E. Director Department of Engineering CW Approved as to Form and Legality: �> / �/ Ga Steinberger, Asst. City Attorney V'r � 1�� 1. Contract Authorization ��-�a Date � � � �] � � � � � I� Q - EM ENT APPENDIX A EAS S D � � � �i] �� .� J � D � � � � � t,-tay � t. tos�� 9 - �• � •� . � : : . .3.� � � � Mit. ShlU1R K�bIA1�DY !k MR T�AltY CROWLBY CA�STAR, I..L.C. 5tlNSTONE HOiELS. L.L.C. ��7T9 HOMiS7EAD ItQ, yU3 CALLE AMANECEK I,AGUNA 1�ffGEL, CA�, Y1G77 5�►1J Cl�i�l�NTP, CA. 42G7Z Ro: '�ern��tia�t Sanitary Sc�v�`x P�SclncnR �nd 7cn�pot�try Cou,strutCwn Ease�ncru 7, D. Fn�ntor Sorvoy, A.197�D Et NaYs Covi;eBcoa 5�svey. A-2SG Gi0! W. Fcxw:�y, Fo++ WaNti'X'�crdtu Cosmbi.'fcxas Pun.-c! No. 2, Mnus zo?R, D4� No, 13�+ pcac Mr, xGu�oar a� M�, G�ow�y. Y. 4 � 1� is our ucdorswuling Jr�t CA)..5xA3� L,L.C. C'CAI.ST�tR") m�d SUNSTON� NU7ELS. L.L.C. ("SCR3STON�') witt gfpnt r Pcrn�rricnt S�n+l�+rY Ss�"o� F.��M �►d 7� '�'entp��tY C�ns�� sc�nna iltto��6 �bc refCrenced DmpeaY (as shvwn on 1?xlubits'A" "B" a�d "C"}, ta tl�C Ctly ot Fori Wo�tl� {"CRY'� u►D}act w uro fdbwiu� canditions: � � �M � � �J D �� MAY-26-99 WED 11�31 AM REAL PROP MNGT FAX H0, 8178718361 Hey I�.99 12:02p Ca2star Proprrties, L�,C 948-425-8642 1dAY-! 1�99 Tlli 9,1 S Al� REf�!. PP,OP I�HG'[ F�X t10. 817E71H361 �{)�T�OR,.TI� �::�� 1. t. 7. �1. S. G. � '� � �1 7nst Coui�cusaGa�► i►� tlus a��ouo� of S75�o00.00 witl b� p�►d to C�l.S'a'AR d+. SUuSi'ON� tot graqli��g I��c ca�IfMrtlC. Tla signina �f Ux e�+sca�cats sed �.,y,ncnt will �c accvmpi«h�d es Qukjuy.� pos3ibk. �'Al�ct 1lwe of ]uac li, 3999� is �tizip�tod� T�o��Yct sat�lot De �p�tar�ntiod Dccause oi Deparl�ncncal n�d CiTY Couitcil opp�sl re�uiren+�ts. Ou Utie datc iha� conat�„cuon bc�;��, �+c C�T'Y�c con�rsctor wi11 ha�e 9U daya �o touipfcta 0�c �vork On ihe rcfc�ebeed pcoper(y '(� %caponuy Ctu�stn►e[bn Fasenicut will bc=iR 71t�d CaDitc wlt2dn 11�c 3O dry �1�uc �crtoo, ln ti�c evcnt co�struaion Iais not becn canplccc� iu ��c 30 dsy time period. a p��9 o[ �1,500.00 �er d.�y �vill bc 855essad �+ls�st the CfTY'S Coutn�tor and paid to CJ�LbTAR dt SUNS['ONB. Thc �l7Y'R coc►crxtoc wfU provido CAL.S7A.R adva�ce sfOtice pcior lo Uw statt of cbn�tudio�t A mini n�uin oP Z wticks polica wi11 be xcqnitvd. Tite CfiY t�grocs to t�quirc Uia w�draetnr tn �c�uce your proqeriy to as t�'s�C t[s odglh�3 audltloA as pos�ibtc, 7iu� iuc(ub�� sidowni�R A�YznK� courry�rds, paving itara,l�iciccaQiny u�d ltncing buc only �o �I� Cxtem of �uu:d du�n�� er+uscd by il�c +�+ork ef Ilk cenitaaor Also. ia ��c eveat th�c grwnd snrfxc is svb]ca lo digglet$, U►e eontmc�or wpl �cs�ose tIH y�ouad sur�pco co i1s o�lihmt Icvet ard�;�ncccssary� c�socd iAe uca 4+t vhkh tl�e di�ina accvntd. ^fo 11�0 ¢�{Gu Dccmiiud by 1��w, nnd �ithouc setUnq aside s�ms in trusl �v tond sur�e, 16c C7TY ��nll indannify and Ib1d t+sm+lcss CAl.St'AR dt 5l1NS�iiiN$ PO( My (171bili�y v�i►iCi� �Ci9Cs f[otn fte se(4 q� on�isslens petufNn� �o ilto coo�ttuclidc�, us�, rep�ir9 #nd �t+aintcnartoe ol bdh o� Um oforc�ucdiaYd e;tsemcn�9, inciudin6 bW tw� 1i1»Jlad lo ��wtsu:y's fces. co�t and cxptnxs. liosnwc�. not111nj ip lhis i��dc�nnifi�uion s1�at1 e;cpaad O�a CITY'e ti�biL'ry uvec a+x! 6cyoc�d tl�c lfiniialiont ill thC %9 Ton CI�Ims Acl. CALSI'AR �nd SU�tSTONE st�tt indo�nnifr tnd t�eW tius CITY Uarmiess Ram n+x1 a6sinst t�tty clsil�t� :md 11abi11tY �rlsitt� !rom Wo �u�gligc�v �cl� oc o,nicsia�a vf CAI.STAR SUNS'1'OIVIS, tl►eir a�ems, GnDlar�s � Colxrtitle[s. ENGIN��RIN(� D�ARTMENT E7�AL PROPERIY MAN�GEM�N7 iHE Cl1Y ot FoItT WoRTM • 92i Tar�ae STR[C'P � FORT W�Rill, 1'f.x� 762a�7605 (817) 871.R362 ► Frut (617) a71-8�61 a hy,�st M recK7e� yq�r P. 2 p.2 � � I..J MAY-26-99 WED 11:31 AM REAL PROP MKGT FAX K0, 8178718361 M�y 14 83 I2:a2p Celstar pt-operties� LLC 9�49-425�B642 �1AY-11 �59 ?UE 9: ( 5 P.M REAL PRO? blNG1' �AX ND. 61 i 6718361 P. 3 �.3 P. 3 � � � i1 s. Tttc CITY's Ca��raclor +�{1) bc tcqulrod +o pv�ada Uub;lity inauranpo wilb n ccrliiia�lo oT Insnr�ncc issutd to Wc CITY an! d�c CCTY �uiti be siwwn ma an �ddi�eo�! tn.sutod. 11q �t�1�Y�� nUnl�inim toc�trt�cco� oovcraaa iCpulremeat ls S),o4D�0i10 prs u�curratCe. CALS�'AA o��d SttNS'fOt� wits 6e yrav�dcd s oapy of t��a ccniticatc. iww�wcr� a s}�e�ltic ocniflcate of inwfanx lssued to CALSTAR aqd SUNS TONS sa �n eddiiioad inauceA wlll ool De �q��rM. TAe CtTY ngtcca, ar its,a�e eoc: a� exp�►s�e, to poperty c�p �hc existh�g �neti�aty tewtr lines wlKtc ilticy tra discau�a�od fian C�I,ST�1R's servioo liucs, end �o v�pper�y rc-ooqnqx CALSTA.R's �wn�� awcr ti� io u�a crrx�t laa�sry �e�c� Ut1ci rq in A �1�nnct Avt p�r3nits ard [acEfiWCS ti�a yrvper snd dcs+nbic Aow of se�8� fra�� t� in�provctrcnts laatu! on CAiSPAR'� ycopst(y. UHnugh CAI,STAR's c.tisiina �udtary stwu Stnas sn4 {�ro liu CTtY'a S�nitury �vcr liues, wllhout !1m oo�csstiy of r� ntodilit�Iia� hy CALSTAA of CAI.STAR's exiilina �f�q, A11�t 1tCc�css�ry n�pdifiaatioas of CAf.S'fAR'� e�ting ucvica lina to tacil�Ucc proper connecttoll s1�11 Do at f1�c C11Y'r c�pc�sa. � � `fltc abovo paynuent eaC wtd�tians ara svhJCct lo �p�Cov�� bT U�c Ciry ot �'ort Wactl� Cauncil. Upa� y0ur cocc�xa:�co ard sig�zsaurs on a�y o! �I,t9lcitrr, n somwl Mayot � Com►cii Com�nenic�Uon (M d4 G� wQ1 bo prepored fcx �pprov�l. /ltler appcoval of the M dc � 8 Ci�k wjll be rGquGYed i�oin UIe A,oC8AAl1og Dc.}�ri�naK ;�id wili be p�escntd in excls�go fot a�e siYnod e�tset�lL da'uttxats. � � L�� L�1 Q 0 � C] Ilj � � P1u►sc i,�ilutc your eocap�nca of Ihe n�ovr cotfd4bstis by �lgt�iog nnd telumirla, f� oopy oP Ihlt ICt{S�' �9 sooa t�s Dossibie. CRLB'F'l�i, L.L,C. Sinccrrbr, '' . A�oy�ea:�� G�� r,lu.�,, f se.N ��, .,,f.w�4►.e � BY �'�T'LP. �� D�,iE Frar�C K1�;n 6 TQ H . 1..L.C. • Lnnd Agcnt a Acaptcd: �� 3� / a 1 8 � 71TL� ! DAi� Cc; Rnkcsh Chaubcy ?'on�r SLo�oi;t " s/�,�fr� � 0 � � � � J Form 1082(Rev.09-93) (Previous Versions Obsolete) To: City of Fort Worth Department of Engineering 811 Lamar Street., Suite 310 Fort Worth, Texas 76102 c/o Rakesh Chaubey, P.E. Permit # 220-SS-79-99 Hwy. No. I-30 Maintenance Section No. County: Tarrant Date: March 1, 1999 Reviewed & Issued By: G. ]0 Rodriguez The Texas Department of Transportation (TxDOT� offers no objection to the location on the right-of-way of your proposed 12" DIP sanitary sewer line as shown by accompanying drawings and notice dated January 8, 1999„ except as noted below. Additional Reyuirements; Traffic control devices shall be in strict accordance with the Texas Manual on Uniform Traftic Control Devices. � Your attention is directed to governing laws, especially to Article 6674w-1, Vernon's Annotated Civil Statutes of Texas, pertaining to Control of Access. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, 8 trails along or near the highway right-of-way lines, connecting only to an intersecting road; from any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance � operations. The Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations and will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the � safety and welfaze of the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic. � J J It is expressly understood that the T�cDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the 'I7cDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. � You are requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govem in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. D The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. !1 � � � � � � GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on Highway Right-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. , Utility Policy Chart. Details for Installing Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project will be revegetated as indicated on the attachment. The Utility Contractor shall contact the proper City Authorities prior to construction. Please notify Glynis Rodriguez at (8l7) 370-6585, forty-eight (48) hours prior to starting construction of the line in order that we may have a representative present. Texas Dep nt of Transportation-Fort Worth Steven E. m ons, P.E Dist ' Engineer For: erry e Distri Right of Way Utility Supervisor � APPROVAL � �.- Notice of Proposed Installation u �„ �„ Utility Line on Controlled Access Highway D Fortn 1082 (Rev. 9-93) • (Prevbus version(s) are obsolete.) To the Texas Transportation Commission . Date Januarq 8, 1999 c/o District,Eng;.neer . . � Tesas Department of Transportation � � �'ort Worth. , Texas . . � � � D Formal notice is hereby given that ��he Gity :of Fort Worth, Company proposes to place a 12"'� sani�ary sewer iine line withinf,he right-of-way of IN�3U in Texas as follows: (give location, length, general design, etc.) Texa� iarranz The propose.d 12." san�tary aewer line��wi11 be located-under IA-30 from the southwest of Ridgemar Ma11 soutfi across�Xhe interstate•to the northwest�end of the Green Oaks Aotel. _ The line will tie construct:ed b�r an ather than oper� �.cut method (jack & bore) . The�proposed replacement length is,.approximately 1,1pQ.,£ee�:. . County, end � � The iine� will be constructed and maintained on the liighway right-of way �s shown on �the attached drawing and in � accordance with the� rules, regtilations aiid policies, of the Teaas �"Department � of Transportation ('1'xD.O'I9, � anci all �governing laws, including but not�limited to t`he "Fede�aI Clean Watei Act,".tlie "Federal EndangeTed Species Act," and � the "Federal� Histaric Preservation A� " Upon Tequest bq TzDOT,`proof of complisnce with all governing laws, rules, and regulations,will be submitted to �kDOT before commencement of construction. ■1 ■1 M1 � �I J � J � J Our firm will �use, Best Management Practices to minimize erosiori an� sedimentation resulting from the proposed installation, and we will reveget�te the project area as indicated under "Revegetation Special Provisions." � Our iu�m will�insure that tr�c control measures complying:with applicable portions of the Texas Manual of Uni,form Traf j`"r.c Control Der�.ices will be installed and maintained for the duration of this installation. '. �� r . The'location and description of the proposed line and appui�enances is more�fully shown by oAe complete sets of drawings attached to this notice. . �� Construction of this line will begin on or after the �, �}� day of �r e� � k 0. � V ,19 99 � � ( By signing below, I certify that I am authorized to represent �the Firm listed below, and that the Firm agrees to _th�e conditions/provisions included in this permit. Firm City of Fort tiTorth, T.exas By (Print) Douglas A. Rademaker Signature � ,� �1M0��.� Title Director, Department of En�ineering Address 811 Lamar Street, Suite 31� Fort Worth, TX 76102 Phone No. i�17)332-5474 ext. 40 � P� � 1� � � � � � Form 1023 (Rev.09-93) (Previous Versions Obsolete) TO: City of Fort Worth Department of Engineering 811 Lamar Street., Suite 310 Fort Worth, Texas 76102 c/o Rakesh Chaubey, P.E. Permit # 220-SS-78-99 Hwy. No. Spur 580 Maintenance Section No. 03 County: Tarrant Date: March 1, 1999 Reviewed & Issued By: G. Rodriguez The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed replacement of 8" sanitary sewer line by pipe enlargement with 8" HDPE pipe as shown by accompanying drawings and notice dated January 8, 1999, except as noted below. Additional Requirements: Traffic control devices shall be in strict accordance with the Texas Manual on Uniform Traffic Contrdl Devices. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in � or upon this highway: and it is further understood that the T�cDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. � You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications � aze intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. �j The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum J inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. � � � � � � � !1 GENERAL SPECIAL PROVISIONS: � Special Requirements for installation of Utilities on Highway Right-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. � Details for Installing Underground Utilities in Vicinity of Trees. � REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated as indicated on the attachment. The Utility Contractor shall contact the proper City Authorities prior to construction. Please notify Glynis Rodriguez at (817) 370-6585, 48 hours prior to starting construction of the line in order that we may have a representative present. Texas Dep ent of Trarisportation-Fort Worth Steven Si mons,P.E.,X.�strict En�er APPROVAL ��. District Right of Way Utility Supervisor � •1 '; •r � ��. Notice of Proposed Installation �� Utility Line on Non-Controlled Access Highway �� Eorm 1023 (Bev.9-93) (Prevtous verslon(s) are obsolata.) To the Texss �ansportation Commission ' � Date ' Januaty 8, 1999 � c!o District Engineer Texas Department of Z�ransportation � , , �� r � 'Lt/ v � �' /. , Texas . � � i `I � � � � � � � � � � � Formal notice is hereby given that the Citq of Fort Worth, Texas Comp.any proposes to place a in) 8" sanitary sewer line . . line within the right-of-way of Spur 580 � Tarrant ��r, Teaas as follows: (give Iocation, length, general design, etc.) The proposed 8" sanitary sewer line wiil be located on the north side of Spur 580 from Raren St. east to approximatelq I25' west of Reagan Dr. The Iine will be replaced bp an other than op�ea cut method (pipe enlargement). The proposed replacement length is approximately 1,440 feet. � .:t:.; The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Tezas Department of �ansportation (�DO'I9, and aII governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," aad the "Federal Historic Preservation Act. ." �Upon request by ZkDOT, proof of compliance with all governing laws, �rules, and regulations will be submitted to TsDOT before'commencement of construction, - � � Our fum will use Best Management Practices to minimize erosian and sedimentat�on resulting from the proposed installa'titin,�and we will revegetate the project�area�as indi�ated under "R.evegetation Special Provisions." .. . - ,. . � � � � .. • ."'� . --. .... . . Our firm will insure that trafiic control measures complying with applicable portions of the Texas Manual of Uni�'ornz Traff'ic Control Deaices will be installed and maintained for the duration of�this installation. The location and description of the proposed line and appurtenances is more fully.shown bq sets of drawings attached to this notice. Construction of this line will begin on or after the �Z�� day of ' F r y one complete ,19 _�. By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. Firm _ City of Fort Worth, Texas By (Print) Douglas A. Rademaker Signature Title Director,Department of Engineering Address 811 Lamar Street, Suite 310 _ Fort Worth, T3� �6102 Phone No. ��17) 332-5474 ext . 40 II � � I �{ Form ] 023 (Rev. 09-93) (Previous Versions Obsolete) TO: City of Fort Worth Department of Engineering 811 Lamar Street., Suite 310 Fort Worth, Texas 76102 c/o Rakesh Chaubey, P.E. APPROVA,L Permit # 220-SS-77-99 Hwy. No. SH 183 Maintenance Section No. 03 County: Tanant Date: March.l, 1999 Reviewed & Issued By: G. Rodriguez The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed. replacement of 8" sanitary sewer line by pipe eniargement with 8" HDPE pipe as shown by accompanying drawings and notice dated January 8, 1999, except as noted below. � Additional Requirements: Lane closures shall be in strict accordance with the Texas Manual on Uniform Traffic Control Devices. No lanes shall be closed over night. Construction hours shall be between 9:00 am anf 4:00 pm Monday thur Friday. ■1 � J � � � � J � � � � � � ■1 It is expressly understood that the T�cDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifcations for the extent and methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautificatic�n, by reducing damage due to trimming. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein,.the State may take such action as it deems appropriate to compel compliance. GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on Highway Right-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for Installing Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated as indicated on the attachment. The Utility Contractor shall contact the proper City Authorities prior to construction. Please notify Glynis Rodriguez at (817) 370-6585, 48 hours prior to starting construction of the line in order that we may have a representative present. Texas Dega�-tment of Transportation-Fort Worth Steven ��mmons, P.E„District Engi ��gce,l„� Disffict Right of Way Utility Supervisor •J rj '� , �, Notice of Proposed Installation � � Utility Line on Non-Controlled Access Highway �� ^} form 1023 (Rev.9-93) I 1 (Previous venion(s) are obsolete.) �.,{ To the Texas Transportation Commission Da� January 8, 1999 ,I�� c/o District Engineer i Texas Department of Transportation � �o � � Wo r � , Texas � � � � � � J !J � i� L�J � I� I� �� Formal notice is hereby given that the Citq of Fort Worth, Texas • Company proposes to place a�� ....: S�' �an �•r_ „.�P �p„' i�.+ p� Iine within the rightrof-way of �_ ��st� ' in Tnr�-��t � C��, Texas as follows: (give location, length, general design, etc.) . � The proposed 8" sanitary sewe��],ine w�ll�tie located under��the outside southbound lane of Hwy. 183 forIIt Slocum Ane.�sou�h to the�.nortli•end•of�the.intersection of Awy. 183 & Spur 580. The line wi1Y iie� r�eplaced� iiy- an�•other� than open aut method (pipe enlargement) . The proposed repl�acement length is approx3�mately� 2;070 feet. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in .accorda.nce with the rules, regulations� and policies of the Texas Department of Transportation (TicDO'I`), and all governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act,� and the "Federal Historic Preservation A� " Upon request by �cDOT, proof of compliance with all goveraing laws, rules, aad regulations will be submitted to TaDOT before commencement of construction. � .. . �,. .-:� � s . . ._ , .__ ,. .. Qar firm will use Best Management Practices to m�*+;*►�;�-� erosion and sedimenta.tion resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Specisl Provisions." Our �firm will insure that. tr�c, control measures complying .with applicable portions of the Texas Manual of Uniform Traff'rc Control .Devices will be installed and maintained for the duration of this installation: . � .. -� The location and description of the proposed line and appurtenances is more fully shown by one complete sets of drawings attached to this notice. � � -�� ¢ Construction of this line will begin on or after the � day of F��i r t� p� /' 4 ,19 +. ! By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. Firm_ Citv, of ForL .WorthL Texas By (Print) Dou�las A. RademakP� Signature �1��— Title Director. Devartment of En�ineer.iQ� Address �11 I.amar �treet, Suite 310 Fort Worth, TX 7610?. PhoneIlo. ��17)332-5474 ext. 40 � � - =" ::_ F : ti.,y ... �, 1�r ��i, _.. .. u . � `;t ��, . � �' �Y 1� >'�t'"s%[�`'iK i 'tYt� � � d'I ' /� } . � 1 �.�,� f'*�� . , �, , . 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OA[ITtR• ' � REpLACc PAvEMENT 'CO NEAit1:S'(' 1011�"f � t*drQy(D lACX.IT�Y N=T.�lL1�T� � r�►t � Ho.t • i� stttl [x�sTs �K Coxtntrt >Nvtwcw.r To � iL CUT, iNC SiC[l 3N�ll 3C CUT �KO . s��v�c[o as �o�s,��t .,� MwIMVN i�� Sr�,��( OIlTANC( 0/ 1(�SMAII �( r�Ov10C0 N04- 1t001M0 0/ t1�C TOYHICI C(n It triTCxT(n'�S 0� 7fCCY1C1�T10N 402 � � CstsT, ti�=[ � �r i.xY 1 x0 3• �[tM/OrC[D CONC�LTL �+vCYtxT Tlll �C �C�LACID OVIR T�LRCM�Jt iF4YX.W i1:C tytxt' kOx•R(w/O�CCO CO►LACiC IAYC' y(wi It �(u0�(0, TYPICAL � S �CT101�--�'R.��CN, R�P�I� .-.---CO��CR�`t'E pAV��fIENT R ' c�rY o�' fo�r WORr►+ 7RAN,SPORTA710t�/PUl3lIC w0A1C5 OEP7. -�� r�°-� ;:: �. ... � ''1'.� .•�``---- xLt Tr C+� u.Ckf I�l ixAlL xi t T . � 1�COVI1�CuCK1J /OR tRA0Af10M 1Jt� • • �pwr�+CS•t0�+ •! SKGttI[D �M �TtK b2 0/ TrK tT�M0AR0 tr(CI►ICA• TiOwt /O• C0w3i�UCT�, ►�� , ,wp�Ks OCtT,C1T7 W IORT xOrt7N T(7cAS OR 11CXfIL1. AS It'CCl%KD IH SCCT}W« C1. 2 AHO [ 2. 2 Or THC . Htwf'r►RO� CTs, /O+{Tx*O'�T1lDwA{�R�. ' D[►?..CIT7 O� /O�tt xORTN� TLXJ.-i. . c v . �• �• r� RCY' 11' 1•7� �C�. - IS-tl.10 ' A�V � � ")0'� f � i c. r. TEXAS DEPARTMENT OF TRANSPORTATION DISTRICT N0. 2 '"` SPECIAL REQUIRErtENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY R'IGHT-OF-WAY � (1) Coordination of Work with Hi�hway Contractor or State Forces If any portion of related highway is under construction, no Utility Owner's Forces �y or Contractors shall enter within the highway right-of-way without first consulting the Highway Contractor and making necessary arrangements to coordinate installation ,,,, of its facilities with Highway Constru�tion. �" All work relative to installation of Utility Owner's facilities shall be conducted in such tnanner as not to interfere in any way with operations of the Highway � - Contractor. The above requirements with respect to coordination of work with Highway Contractors shall likewise apply to work being done by State Forces. � (2) Chan�es in Location of Proposed Utilities No changes shall be-made in approved location of utilities within limits of highway right-of-way without prior authorization of Texas Department of Transportation. ^ (3) Adjustment of Utilitv Poles and Appurtenances No deviations shall be made from the location of underground Iines approved or designated by the Texas Department of Transportation either during planning.or construction to avoid utility poles. Where such poles are adjacent to any proposed � underground line, Utility Owner shall make necessary arrangements with other Utilitp Owners��for moving poles and appurtenances and/or supporting same during trenching (�"� operations . � Any poles, anchors, etc. relocated to clear the proposed underground line shall be � moved toward the highway right-of-way line and location shall be subject to the Texas Department of Transportation approval. (4) Submission of Prolect Drawin�s to State .. Prints of detailed drawings showing exact plan location and profile of underground line shall be submitted to Texas Department of Transportation well in advance of construction of line, for verification that location of line is in accordance with � requirements specified herein. � (S) Staking of Utility Lines in Advance of Construction Utility lines shall be staked well in advance of construction of line so that Texas Department of Transportation can inspect staking to verify that alignment conforms to requirements set out herein and that there is no conflict with highway �,,, facilities. � Utility Owner shall give Texas Department of Transportation not less than 48 hours notice ahead of time when staking of line will be completed. ROW Utility Section January 28, 1992 L� �4 -2- (6) Notification of Abandonment of Location Authorized by Permit and Assignment of Authorized Location to Other Utility Owners . w � It is expected that where the installation of utility line has been authorized, such � installation will be made within a reasonable period after approval of permit, otherwise, the Texas Department of Transportation reserves the right to assign the � location originally approved for the line to another utility. If construction of Utility line has not been started within 4 months after date of approval, the Utility Owners shall immediately notify the Texas Department of Transportation whether it is still intended to install the line and the date construction will commence. If the owner intends to abandon all or any part of the authorized location, the Texas Department of. Transportation shall be informed accordingly so that such abandoned location may be assigned to other utilities if deemed necessary by the Texas Department of Transportation: (7) Inspection by Tex�s Dep�rtment of Transportation Representatives Utility Owners shall inform their forces or contractors that all utility installations authorized by Utility Agreement or Permit shall�be subj ect to such inspection and tests as may be deemed necessary by the Texas Department of. Transportation to verify that work is being done in accordance with the Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perform such inspection. (8) Copy of Permit on Job Site A copy of the approved permit shall be kept on the site of the work at.all times when work is in progress. (9) Full-Time Supervision and Inspection The Utility Owner shall provide competent full-time on-the-site supervisors or inspectors for all utility installations either authorized by permit or covered by utility agreement with the Texas Department of Transportation. (10) Incorrect Location of Utilities Any pipe incorrectly located during construction to conflict with any highway structure shall be removed and laid in proper location at entire expense of Utility Owner. (11) Protection of Highway Facilities DurinR Installation of Line All construction operations relative to installation of the pipeline shall be conducted in such manner as to protect highway facilities from damage at all times. (12) Disposal of Excess Excavation and Clean Up Excess material from trench excavation shall be removed from highway right-of-vay ana � job site cleaned up and left in satisfactory condition. ROW Utilit Section � y January 28, 1992 � -3- �- (13) Repair and Replacement of Riprap and Earth Slopes ^ Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. Slopes of highway cuts and embankments damaged by any operations relating to installation of utility shall be repaired and res�ored to the exact contour existing prior to initiation of the utility project. All earth placed in the restoration of +„ slopes, etc., shall be compacted to a density equa.l to or greater than that of the original slope as directed by the Texas Department of Transportation representative. (14) Replacement of Base and Pavements Where removal of�base and pavement has been authorized, all such base and pavement shall be replaced'as directed by the Texas Department of Transportation i.� representative. � All existing pavement and related flexible or concrete base, which is to remain in service either permanently or temporarily, or to be incorporated as a part of the highway pro�ect, shall be replaced. :., � (15) Repair and Restoration of Soddin� Where sodding is disturbed by excavation or backfilling operations, such areas shall be replaced by mulch sodding on all slopes of 2� or less. All slopes over 2% shall �„ be replaced by block sodding. (16) Installation of Lines Beneath Pavements �'' No open cuts for pipe trenches shall be made across any pavement beneath main highWay traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other � similar facilities unless specifically authorized by the Texas Department of Transportation. Pipe shall be installed by boring and tunneling and all such tunneling and boring shall be cased and pressure grouted to seal voids between casing and adjacent earth. � Open cuts will be permitted across pavements of existing street connections, w ere � pipe trench is adjacent to and parallel with highway right-of-way line and where '' pavement has not been recently constructed. No open cuts will be permitted across �" such connections where new pavement has just been constructed without written permission of the Texas Department of Transportation. f"� (17) Casing of Lines Utility lines carrying liquids or gases under pressure may be installed uncased in accordance with the Texas Department of Transportation Utility Accommodation Policy_ `" Water lines crossing beneath culverts shall be cased and casing shall project 5' �,, beyond outside limits of culvert. Voids around casing, placed by tunneling or boring, shall be pressure grouted. �; ROW Utility Section January 28, 1992 �.i • w v 4.. -4- (18) Use of Explosives . �"7 No explosives shall be used within limits of highway right-of-way without written � permission of the Texas Department of Transportation. Requests for permission to use explosives shall include the following information: � (a) Location of highway where use of explosives is proposed. w (b) Type and amount of explosives to be used. If the use of any explosives is permitted, all blasting operations must be conducted in such manner as to completely protect adjacent property and the traveling public ' and not interfere with highway traffic. No blasting will be permitted in the vicinity of any structures or beneath any pavements which are to remain in use. (19) Protection of HiRhway Traffic, Barricades, Warnin� Si�ns, Etc. No construction aperations relative to installation of utilities will be permitted within the limits of existing pavements carrying traffic, or shoulders adjacent P thereto, unless specifically authorized by the Texas Department of Transportation. � Excavated materials shall be kept off pavements at all times. Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by � the Utility Owner or his Contractor when necessary. (20) Protection of Existing Utilities � (a) Prior to selecting a location for a proposed installation or accepting a location suggested by the State for such installation, the Utility Company � shall take all necessary steps to determine that the location is not already occupied by another Utility and to det�ermine that no damage will be done to existing Utilities. • � (b) Prior to beginning actual construction operations the Utility Company shall, notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or w otherwise damage their facilities. � (21) Use of Plastic Pipe and Nonmetallic Pipe � (a) Plastic pipe may be used for gas lines provided the internal pressure does not exceed sixty pounds per square.inch, they are encased from right-of-was line to right-of-way line on crossings and have at least thirty inches of !� cover. The maximum size of plastic pipe gas lines shall not exceed six inches. �, (b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be concurrently installed or other means shall be provided for detection � purposes. � ROW Utility Section ; January 28, 1992 . � -5- ,., (c) Plastic pipe may be used for water lines provided the minimum depth is 30 inches. Encasement shall be as provided in Rule 21.45 of the Utility +� Accommodation Policy. (22) Above Ground Appurtenances to UnderQround Utilities Above ground installation, such as pedestals, fire hydrants, meters, etc., installed rr as a part of an underground utility shall be located at or near the right-of-way line, well outside the highway maintenance operation area. � (23) Markers � ", The utility company shall place a readily identif iable and suitable marker at each right-of-way line for highway crossings except where marked by a vent. rr �1 }'"' --w, � � � � "-� � � ' � � � 0 ROW Utility Section January 28, 1992 �.. .� f.. _ _ ..� _ _ _ _ _ � � . J �II� � � � � �:.i ��a� _ _ - 0 �� f:�;: ��: :.�� i.i,i:� �.. H� �- . • �• �• s i� Pipelines cros.sirx� w�der surfaced roads and roads canyir� traffic within limits � of highway ric,�t-of-way shall be plaoed ,by borir�g or tunneling, w�less atherwise specifically authorized`by the Texa.s Department of Transportatior,. � � � � � . � � � �B� � � � J (c) � Bori.r�gs or tunnels shall be plaoed at sur,h depths belaw bottan of pavem�zts as to provide sufficient depth of soil abave hole for s�porting sup�xin�pc�sed live and dead loads at�d also prevent oollap�e of s�porting soil between hole arxi pavemerits d�e to ariy boring, tunneling, or casir�cJ ja� operations. . � . � .s . Boru�g ar�/or'tunneliryg shall extexxl past roadway� croiwri lines and outside of any shouldexs atijao�rYt to pavements. . . ,, , . Pits excavated for boririg or tiu�neling opexations st1a11 be located so that any possible slax�ing of sides of pit will not endaryger shoulders or pavemP.nts and so that barricad�e.s can be plaoed as ,specif�ed herein.. . All "aperatiba� arri equignent relative to tunn�ling ar�d boring shall be oonfined to a,reas aitside of roadway sha�lders arid away from eclges of gavements by suitable barricades. Bazricades sha1.L be maintained clear.of shoulders at all �t�s��exoept that in no case shall the clear d�starioe between barricades ar�d edge�of paven�.m or fave of curbPbe less than 8 feet. � � :.: �►. Where matez'ial beneath pav�t►ent is , sar�dy or unstable atrl will be subj ect to caving, hole for casi.t�g shall be bored and-ca.sed simailtaneously and bored mates'ial x�e'maved t�"� casing. Ckittir�g faoe of auger .or drill shall not project more than 6 inches ahead of casirig and no water shall be used in coruzection with drilling. , '' -� , � T�diere material beneath gavement is stable arr,� riot subj ect to � caving, 2iole for �casing may be bored :fiist and casirig itisext�ed in hole inmtiadiately_.aft�r a�ar�letiari of borir�g if permitted by the Ziexas D�p�ent of TrarL.�portation. Watex st�all' not be tised in conjunction with drillir�g if it in any way causes stable material to cave or becaY�e unstable. G�il}I►1� �Itl��;e? While hole is being tunneled, casing sha�l be jacacad int.o place as operations r��y�Css exoept as hereinafter specified. �Where neoessaiy to use sectionalized steel liner plates, each successive rir�g of � plates shall be plaoed in position and axttpletely bolted into plaoe as soon as excavation is �o�q�leted far enaugh ahead of c�onq�leted casitlg to reoeive the � n�xt rir�g. � � ROW Utility,Section January 28, 1992 �� :�" 1 • 11 I 1�1 1 •� � Working faoe of e3ocavation shall not pY�eoede advanciryg enci of casing by mor+e than 2 1/2 feet unless o�thetwise peYmitted by �haras Depar�ent of Transportation. . No explosives shall be u_�ed within limits of highway right-of-way in�`voa�junction with twv�elir�g e�ooept as specified under "Use of �cplos��e.s" oavered �lsewhere � ��Y�! �ifications. � . � a•,� � All voids arau�d c,asing shal.l be pres.sure grouted with grout ow�sistitx,� of Pbrtland Oe�xit arxi wash�d sand and vontauuryg not less �h�n 6 sacJss of P�rtland �nent per cubic yan� of graut. Additional oeanent shall be addeci if w�rkability arrr�/or stability cannat be abtained with praportions indicated. An air � entrainir�g a9ent may also be added to the gro�ut mixture to faci.litate flaw if izeoessazy., Groutiryg shall <be doa�e in�ediately after c�sir�g has been installed in hole in o�ler ta avoid ariy shearir�g of soil ar�d settlesnent �f a� abav,e casirig. 3 ' Means shall be provi,.ded 'for proving that'voids are filled araurxi 24" diameter ar�d laYger casii�gs in the everit there 'is sa� do�ui�t by� the Z�s Department of Transportatioa� that voids are being filled. On reinforoed oor�rete casing this may ooa�sist of holes cirilliryg arauxl inside of perim�etpx of casing ,ar�d fitted with r�movable plugs. On steel casiryg, r�able threaded plu�s may be provided at intervals arourrl insic�e perim�ter of casir�g. , a No holes shall be drilled in pavemerit or shoulc'iexs � for g�ra�tir�g opexations. r (E) Bo� p1Tr Loc�,Tlc�r Bore pits shaild be located at le.�st thirty feet frocn the edge of the nearest t,htrough traffic lane ar�d i'�t less than tw�zty .feet from the ecige of pavement on ram�s. On lvw traffic roadways ar�d frontage roads, bore pits should not be less than ten feet fran the edge of pavement or five feet frocn fave of- curb. ROW Utility Sectiaai January �8, 1992 Sheet 2 of 2 � ' A (A) Description BACKFILL OF UTILITY TRENCHES This specification shall govern backfill of trenches which have been opened for the removal, adjustment, or installation of utility lines within the limits of highway right-of-way or highway construction projects. Type 1 Backfill shall be used in all cases except the following: o Type 2 Backfill, when allowed by the permit, agreement, or by the Texas Department of Transportation representative, may be used only in trenches parallel and adjacent to right-of-way lines and in areas where there will be no y earth work construction or construction traffic except that this method may be used for placing backfill which will later be removed by highway construction. Types 3 or 4 Backfill may be required for special conditions where the possibility of settlement or erosion of backfill must be eliminated or when, �++r after backfill is started, it becomes apparent that Type 1 Backfill is unsuitable. ' Type S Backfill may be used in special locations where allowed by the permit, agreement, or by the Texas Department of Transportation representative. (B) Type 1 Backfill (Compacted Backfill) Type 1 backfill shall consist of compacted material obtained from suitable soil excavated from the trench, or from sources outside the highway right-of-way. i�r Material shall be free of rock, lumps, or clods that will not break down under compaction. � Backfill material shall be placed in the trench in layers not to exceed 6" in depth and compacted. Water shall be added as required to facilitate compaction. � , ' CJ Compaction shall be done with rollers or mechanical tamps. Use of rollers will be permitted only when such use is not believed detrimental to any highway facility and the type roller used is acceptable to the Texas Department of Transportation representative. When rollers are employed, mechanical tamps shall be used along sides of trench to compact any backfill that cannot be reached with rollers. Compacting shall be continued until a backfill density equal to that of the adjacent, undisturbed material has been obtained. Where trenches lie within the limits of drainage ditches and channels which are in rock, the Type 1 Backfill used in trench shall be sealed with 1' of concrete backfill struck off flush with the top of rock. (C) Type 2 Backfill (Water Jetted Backfill) � Type 2 Backfill shall consist of suitable material excavated from the trench or other acceptable material obtained from sources outside the highway right-of-way. i ' ROW Utility Section January 28, 1992 1 BACKFILL OF UTILITY TRENCHES CONT'D. Backfill shall be placed in the trench in layers not to exceed 2' in depth by blading, dozing, or other approved means and then jetted with water delivered under pressure through a metal jet. After the trench is filled and jetted, additional material shall be mounded thereon and rolled with construction equipment. (D) Type 3 Backfill (Stabilized Sandv Soil or Washed Sand) Stabilized backfill shall consist of either sandy soil free of lumps and clods or washed concrete sand, stabilized with two sacks of Portland Cement per cubic yard. If aggregates are not sufficiently moist to produce a mixture suitable for compaction, water shall be added as required. Either transit-mix or stationary type mixers may be used. After mixing, the stabilized material shall immediately be placed in the trench in uniform layers not to exceed 6" in depth and compacted as specified for Type 1 Backfill. Compaction shall be completed within two hours after mixing. � (E) Type 4 Backfill (Lean Concrete) Concrete backfill shall contain ��...,� �^- .�-�wo sacks of Portland Cement per cubic yard of concrete as may be specified by the agreement or permit or by the Texas Department of Transportation representative. Concrete aggregates shall be washed. Concrete may be mixed on the project in an approved mixer or in an approved central � mixing plant. Slump shall be between 3" and 6" as directed by the Highway Department representative. Concrete shall be deposited in lifts not to exceed 18" in depth. Sufficient ' vibration shall be done to eliminate voids but care shall be exercised that contamination by adjacent soil does not occur during vibration. All concrete shall be placed within one hour after mixing. � M. (F) Type 5 Backfill (Uncompacted) Type 5 Backfill shall consist of materials which have been removed from the trench. The material shall be pulverized and wetted if necessary, then replaced in the trench by blading, dozing, or other suitable methods. Excess material shall be mounded on the trench and compacted by rolling with construction equipment. Ridges created by such mounding shall be left sufficiently flat so as not to interfere with mowing or other maintenance operations. ROW Utility Section �anuary 28, 1992 � � ' 1 ' ' ' I J � � � UT�LITY CONSTRUCTION WO�K ON SATURDAYS AND SUNDAYS FOR UTILITY INSTALLATIONS AUTHORT?FD BY UTILITY PE�� Except in case of an emergency as mentioned later herein, no work which requires inspection by the Texas Department of T�ansportation will be�permitted on Saturdays or Sundays. � il In the event the Utility Owner believes that Saturday or Sunday work is necessary due to an emergency, such as the necessity to avoid complication in operation of owner's utility plant, or to avoid delay of the Highway Contractor, such work will be permitted providing that the Utility Owner agrees to: D a. Obtain Texas Departm�nt of Transportation approval at least 48 hours in advance so that arrangements can be made to have a Highway Inspector present. Failure to D give such advance notice will be sufficierlt reason to not grant approval for working. D � � J il �� !1 J � b. Require his Contractor to have sufficient personnel and equipment on the job to efficiently prosecute the work. �-c. Have owner's at all times progress. supervisor or inspector present on the job while the above types of work are in D02-176 D TRAFFIC SIGNALS AND TRAFFIC MANAGEMENT FIBERS NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINNING OF ANY EX�CAVATION WITHIN THE RIGHT-OF-WAY IN ORDER THAT THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL WIRING AND/OR FIBER OPTIC CABLE. FOR ELECTRICAL WIRING LOCATES, CONTACT MR. JAMES WARD, TRAFFIC SIGNAL DEPARTMENT, TELEPHONE NUMBER (817) 370-6691 OR PAGER NUMBER (817) 828-9301. FOR TRAFFIC MANAGEMENT FIBER LOCATES CONTRACT, MR. BILLY MANNING, TRAFFIC MANAGEMENT DEPARTMENT, TELEPHONE NUMBER (817) 370-6745. FAILURE TO PROVIDE NOTIFICATION WILL RESULT IN THE IMMEDIATE REPAIR AT THE GRANTEE'S EXPENSE. 0 � � n , u r- � � � � � �, � R: � � � M � �- a O G�. M �a I H �- a H � � C � � C � D- � � �-. W .--t � � L d '+� 1� O W u. � � 0 G. C d L L � u 3 m C! m ai 1..� d a 6 0 u u O z v K � a � a � d w � � x � w • � � � O x �c C9 H (c7 x fL �W A �-1 W � � � � �•�a . v� A / t/�.N.. W � . �.; a� ' N �n_ � •x 6 . . � � . � � . - � .-' _^-_ :._ � � . a �.... �W F-+ 3 N � W 3 W N N �¢ H Q � tiCi litv Man�A] � ' ' ;��=�t:•aa}9r�? : r `" '.�,:_ NON-CONTROLIED ACCESS HiGHWAYS AND FARM TO MARI�T ROADS STANDARD REQUIREMENT'S EXCE PTTONS FOR EXISTZNG LINES ' • .. � . . . . • . _ . . , . . . ... . . :r. ".. . , Loca[ioa - tlear R(�7 Llne. Crocsiags approx. perpeadicular.' Vent - At leart one reQuired. Hezkers - Required. DeDd1 -!8" usual and I2" e�im� or � diam, of usia6 vadeT`subgrade. 30" total clear depth aC aIL pointr vhete encssed. 36" to4l.clear depth �vhere not `eacased. (Longitudinal) � Encasemeat - Under roadveys, ditches and s[ructuns. Loeation - Hsy devinte from perpendieular.• U�ban LoagLtuditul liaes mey remela except vader�roadvn s, Devtb�-�Hinimi�-totnl deptli of 24" if eaca�ed or Y• 30" if aot eacased msy be pennitted. Eacesement - Hay be omitted on lov votwoe pat�a to •� lSarket•Road� aad lov volume highvays if proteceed br e reLaEorced coacrete sl:b or Lf 6' md�r pa�emeQ� sarfnce aad 4''uadet ditch. . • -• . :.. . , .,.,.._. .•;-i; ::: , , Locatioa -_Hear•RaJ L1ne. Czossings approx. '� Location �.Near:RW•`14ae. �,Crosai�gs apprex; perpendiculaz. •• perpendieular. � s~ � � Harkers - Required. '� ' blptH = No eXceptioa��yeru!itted. Dl9� - Nialmas 18" mdcr subgrade or 60" under Eneaseqient'= Not Yeqafred LE velded ateel con- psveaeat surfsee. 48" ainLmun uader dithce�. atructioa of henvier vall thickacss'�ndlor.higker � Ezceptioas may be allwed if ,protected by " ' '" �"�treug�tti�'sCeel.'-.coriEed:�and,_vcapped, cnthod�cally, �� reiaforceQ coacrete s[ab. "� proteeted��and�otlie�'aesures•a's'requ,tred. ldmies "' -- -Enca�ement - Not required if vclded steel . .._ .._ of,�pr.otection sa�x is that for encasement. Sueh� = -.:eou�tructioa of heavier vall thicknes� iticreased �eaiures �C requtred on Lw votuaK Fac�'-�' . .aod/or'hl6her •treagth sceel. .cuteE and to'tia'rket�Rd'sds :an8 "to"v volume: highvays if prcucteG -..svrapped.•,eathoCically prntected snd other ��by a�reinfoceed�:concrete`�slab or if 6' unaer pave- �easures- ss reqvired. ,: Ltmics of protection ment `surface"iad `4`•t�' arider 'ditch. a - - - -are the •s�ae as .that for eaeasemeat. .. , . . � ,. , � Locntion - Neer RQ1 ltae. Crosstng� approx. yerpeaQicular. • Devth - 18" ueual and 12" ainiwa� ot } di�tm. •,.-tmdeT subgrade. , 24" totai elear deptt►.bclov surftee. ' ' . . . . . . _. Eneaseme�yS- Same as for high pressure line• • or'none ff catfiodicilly protected aaa agree , to'qo future pavaoeat ea[s. ' Locatioa - tieaz RQ�7 line.. Crossinga approx. perpendicutar.. .,_ •`,. . ;.. .. Uc� - ls�• usual ane lz" mLaimwa cr } atam. under �ubgrade. 24•' toul clear depth belov surtace. , Enq�se� nt - Unde.r roaJvaya to ceo[er of ditch en�under medinns. Exceptton ailwed for vide medians. Exccptton alla+ed fur vide medians, for oi�+e for 30" or greater dLea, uader lov volume roadvnya, and under side rond entrances �+here JuatlEled by traCElc, roed eottdLtion, and lxal pr�ctice. Locetton - Neer R61 line. Crossinga epprax. perpendic�ler. UC� - l8" usuel and !2" minimum or � diam. under aubgrnde. 2%�" to[el clear depth belov �urEace. Encaseman[ - Only Lf under pressarc or doea not meec scanderds. If encased, �Ame es vacer Lines Meteriela - Cast tron oc equel et crossings of hiKh volume roadvays. Ochers permitted for longitudtne( ltnee an0 crosetnse of la+ votume roeE�nya, Loeatioa�-,Hay d;,4viitq frai perpeadiculnr. ��'Urbnn � - Iongitudiaal•'tines��y re6in;p in place exeept:vader �aay soadvay to be tre) eoastsiicteid� pravided there vill be ua.iuCure pnvemeat eute�.other than�oa lov �volume, .:ro�ds:"` ^ - - . � - � ...-= .. . , ;�; :: , .. ,. .. � Dertti-- Ninimum�fotaL•deptt}•of..18" my be permit[ed. Eafacemeat -; No exceptioa=permiCteQ. „ • . 4. . . : S,ocation.',.r,,:2fay..deyitte;:fraa.perpendicular: :Urbaas • •1oagLtudiuil•>Iine4:pin�r'remain� in•place eXcept ; ' uader aay rondvay 'to be=a(re)•:eoastructed,•:piavtded cseasures ate uken�-to•avoid � futurc •p+tvemenC euts on nny high volume rondvay. Uevth - t4inia� total depth of 18" may be pecmitced. Encnsemeqt- ltay 6e omitted for pipe of 24" or greater dinm. under lw volume roads. Locecion - May deviate Frrn� perpencficulnr• Urbee Longitudinal lines oE sacisfactory Quelicy mny remnln at nny lvcatlon p�ovLded menholes can be sa[isfeetorily adJusteA and measurea ere takeo t o avoid Euture pavemen[ cucs. Meterinla - RequiremenGs Lor macerlels �y be vaived tE Line is of sattafactory quelity. DCDth - NSnlmum toCal depth of 18" mey be pec�L�CeE. PLar� 8 S�,v�r SS of E� i e 0 � • . .. •• � � . .' i'! •.. . . Uti].ity Manual � ��a . O � x NON-CONTROLLED ACCESS HI TO MARKET itOADS H.. .. . . H �- • �, . . � . . STAi�IDARD �REQUIREI�NTS U' tanticM - Iu�Rittdiwl--1� to �!�.[Co� N(nJ ae . � � � �b�hicd outor eusb. {hoct ace�ptian� pra+ltt�Q: Cro��ins�--No po2�� !n �rQiaa. rol�• 1' to �' o d frw ROv or behind outer eucb, vith v�ci�tion ,,,� p; Penicted ooly vhec� ROt1 i� ovec ]00'. Cro��- •t Laa� �h�ll be �ppCox. perpeaeitular. .At... .. y �tsueture. �eroute aramC appcoache• ot �uffi- v-- �•eient to provid� 150'„horl=oaul.cr �0' verci- , cel elearanee. --c:.•. : ' � ' � OVertieel Cle�r�nee' - lE�.foz eo�nlcatlon lioe� H w • �� Y2� � neet�r a� nqvired by'lsv for powr �>. ,� . . . .L1�u�. _ . ' • ::. ,.. V rr J,,.r ..:� of Con�e�ction��.Loasid+diaal lio�� h�ll''••: V..`�r .�,V ..e>: r,•.., . sinjle pol�, eautSiutioa -''' . Y� - .�.. .. . . . ,.� ��w W��y • r^sSc.. . V d' �{ `:7� �"�-�+, �r'di��-, • a, .:.,; ;..- :,� . � �,..... .., .,_xc.:r;, .,, �P �.i:oeit-ioJrt lte�t RRI 1�M., CtO��iAt� apprar. W aJ _.. ' lARi1:. ' , � , 'P�ip�i�ulCY1tL� '� .La►tituAin�l 11ne� iar be }. � plaeed�bY.Plovitts.or open cietieh. ' . E+ H � Hsrkcr� • R�Quired. ' � ` a$. O. Devt1+ • lE" nwal �od 12" wini�w or y ei... �..� m'- • o! ea�in� unQet �ub�rade. JO" tot�l•cl�ar ..• �m � .dtptfi, �tt all poinG vfier� •aeued. 36" m"• n' �''r. ' ''tot�l eliit Iep`th vh�n�not �aew�ed. .._ W: � . ,�ne��nt� • ��s so�drirs.liteh�� and �'} � ':�-� .itTltctutu: . ., . .. . ... .. � . ' . ., . . . . . . . • . , . ' g •• •� • 'Loe�tfon - Near ROW Llw:••.Crouiap appror. � ' p�cpeadteular.� . ., . " . v � H Denth -' 18" uMer p��eaen�. 24^ out�ldc pave- �+ d wunt �rea, tneludlaa dLtcAe�. Za� Gneu��seat - Non� reQuired unle�� dtretted by � .aDt�trict Laatq�er Loz hacardou� loc�tiau �uch W a� oear brid�e�, �tsuetun�. ate: Vhere ��ea��- _ Mot aot ta�till�d; atiLLq �Aou}Q asr�� to 00 p�ve�ent tuC�. � - �' U . . . . . . . , . GFiWAYS AI�ID FARM EXCEPTIONS FOR EX•ISTING..LINES � .. • . � ,. . j,,�: . I,�Khticm•- Kny dovt�tn..Ison �•rpendf'cul�r. . ' VaCCiCRI C.(e�T�nec � NO. CtC�ptlal�peTtitl[ted. , �w o! Co��truetlai �'ib_ ezceptioa,�aaicted. ,� a , ' � � , . � - - • ; - ,.� --- .. . �.:�,� . .. .. . � .. :q nadl-�:, " -= .. . . .. . ..�xr,: ;»n • ' . 'x" . . .. �. + ..i . , • ..n..:. � . ..J: 3:1 ' � '• � . .�.�: ,..,. , , _ .. . • � : .. . �. .t .LP. 1/1"�WSYf[q ; _..:y" (y�• t ^-� .�.t):rJi "7i .�•a�.i.r 71� .f.ri i.., +.-hi. � i , aAO. } Ja�r� , ..:SSt :w�j_spr..�y •N•�i•y�q'f.,s� � ''i:oej�ti'o'n`='Niy [eiriite"�Eroi�petipet+dittslar. Urb�nj`�I ` � � ' toes�itudinal`'lfae�"�y"sl�yf3ei'''e�ceepti�inder r�Evqi: � ! ti � �3'�i1CD�h •= Kini�•toGil'dep'tlt=6��i24N�Zf�:snea�ed or -' � � ... • '''30"• if nct eneued'�ir;Ee� per.tttadpic."' 't • - F.ne"w�Euent - 1S�jr be'o�lttedvoii �lw Yolua�e iacn to .'� ��`. ;... . . .Markac..uoad. �od Ie+vyoulu�c histtvay� if protecteJ �` '� hy o cai��cca�t eonecr.tc •Lnh or �t,C 6''unEor ��8vv�' " � w�.�C wurlace and 4'. undat�;Eit'eh�.; ,a,•�� ' _ • .. c,�itf�ld.:,.,�:- ' - ; . . .. . ... w f' . .. • ::,} i, � „ .. .. \' �a,. • ' ��....��}..� _ ..'. • . . Y'i�'• ' ..; I,oc�tlon - l4ay deviat4,;fso�;perpeqdieul�r. Vhere : eaea�e�eat aot la�ulied. utLi[tjr.:}h4uld itree co ao .� pavearc�t cut�. , Lon�ituQ,ieul liae�..war remaia exeept ` under cencer aediaas. throuah-tnffie rudv�ys or conneetin6 rudwy�- (ineludlag �harlder�). ' Devth - �there �uterial� a67f othac eooditioo� �u�tifr. exuption� �ar be p�t�itEed. Eor i�seQnecion of 6" f�oo'�taodard r�quLre�enb. �� ' . � Rev. 8-75 Plate 8 Sheet 59 of 61 � � ��J S � a a �� `� z � W � � � � O Cx.4 H xa Z A � Q'i � m 1 Q� + � � z u_......�ry�� a1 t7 �+ tl� [.�'.� � . E� w � iii x U � H U +-� .'� .-7 �-+ ' C7 O' �+ O H H V Ct. � ►] �� L� � H � y _.�.. , � �� i+ v� r+ 3 � a H d a � � � d L N .--� � O U i O z � �f i ! D� . � L.J � � � LL' � 3 � P4 W � ?+ a E-�+ � � itt�,,�" i.tv Manual CONZROLLED ACCESS HIGHWAYS STANDARD REQUIREMENTS Locetion - Near RQf Line: Crossings epprox. perpendiculer. Vent - At Least one requLred. , tfarkers - Required. DCpth -•'18" u'sual and. 12" minim� or � diam. casing under eubgrade. 30" totel•clear depth at all.points ahere encased. 36" total clear depch where not encased. (Longitudinal) Encaseme t- Under robdways, ditches, struc- tures an� center medians. Ezceptions allowed for vide medians. Location - Near RGtJ line. Crossings approx. perpendicular. rierkers - Required. Depth -_ltiaimum 18" under sabgrade or 60" under pavement surEace. 48," aininum under ditches. Excep[fons mey be alla+ed if pro- tected„ by reinforced coactete slab. � Enca emeq ;,- �Not'-required if.velded steel '� cons.�suct�on,;df.heavier, vall thiclmess nnd%orthigh'er.aEreagtti,steel,_coated and vrapped.�cathodical2y protectea"aea'other measures as required. Limits of pro- tec[Lon are the same as that for encase- ment. EXCEPTIONS FOR EXiSTING LTNES Locatioa - Hay deviate from.perpendicular. Urban longitudinal lines may remain in outer separation. Depth - Hinimum toCal depth of Z4" if encased or 30" if aot encased•mny be permitted. (Longitudinel) of Encasement - Uader roadvays, ditchea, structures aad eenter �edie.na. Exceptions alla+ed for wide medians. � � -- � Lacetion -.-_Near R�1 line. ..Crossiags approx. . perpendicular.'. Depth - 18" usual and 12" minimum or '� d1am. uader�subgrade. 24" total clesr depth belw surface. .' " . Egcasement - Same as for encased high pressure lines or none if cathodically protected and „ a`gree to no future pavement cuts: Locnrion - Near Ro4i line. Crossings approx. perpendicular. ' Depth - 18" usual and 12" minimum or '� dinm. under subgrade. 24" total clear �epth below surface. Encnsem� nt - Under roadvays to center of ditch and under medians. Exception allowed for wide meidan, for pipe of 30" or greater diam. nnder lw volume: frontage roads, and under side road entrances crhere justiffed by treffic, road condition,�and local practice. Location - Near RO�, line. Grossings npprox. perpendicu•lar. Depth - 18" usual and 12" miaimum or '<, dinm. undcr subgzade. 24" r.otal cleur depth 6elow surface. Encasemrnt - Ch�ly y� unticr pressure or does not meet ctandards, If encdsed, same as water lines. Macerials - Cast iron or eyue! at crossings of high volume roadweys. Others pern�itted' fer Longitti+dinel lines and crossing: of low v<�lur+re roadways. io�ation�- Hay deviate from perpendicular. Urbnn Iongitudinal linea naq•remain ia outes •eparation. lfaskera - Required. : ._ . _, � DeDth'="No exceptioas permitted. �' Encasement - Not required if welded steel con- �• struction of heavier wa1l�Fhicknesa�'eu8/cr higher strength'steel, coated and �epped, cathodically protected aad otder meaaures as required�. Limits of protectias�'nre' the' eame es that •for eacasement. _ a... ,. . • ' . ---c• '.. � �.: " . 'a. i. Location - Mey deviate fraen perpendicular. Urban longitudinal •Iines may remnin ezce'p't' atider center medians, roadsrays'in t6e controlled access area,• or say other roadvay to be (re) construCted,' provided there vill�be no future.payement cuts other than oa law nolmne frontage roads. ' Dev�h - Hinianno total depth of 18"�may be permitted. Encese�oent - No exception permitted. Location - May deviate from perpendicular. Urban longitudinal liues may remain except under center medians. roadways vithin the controlled acceas area, or any 'other roadvay to be (re) constructed, prwided there aill be no f utnre pavement cuta other than on lw volume frontage roads. � Dev�,- Hinimum totel depth of �18" may be permitted. Encasement - May be omitted for pipe of 24" or greater diam. under lov volume frontage roads. Location - May deviate from perpendicular. Urben longitudinal lines may remain except under center madians and roadways in the controlled acceas area, prwided they are o[ satisfactoxy quality and depth, manholes are adjusted, and fu[ure ser- vice Lines will not violate access control or disturb any roadway. Plateriels - Requirements for materials may be waived it line is of satisfactory quality. Depth - Minimum total dcpth of 18" may be permitted. Plate 8 � Sheet 56 of 61 �. `Utility Manual , •.� ' . __.. i � CONIROLLED ACCESS HIGHWAYS z � 0 H H � . � STANDARD REQUIREI�NTS ^� V Loc�tion - Longitudinal--1' co 3' from RUI�t or . on bchind .outer curb. Short exception� penitted. •"' � Croasin�s--No pole• !n �edion. Pole fn outer � . . ip � separntion only vhen R01d !s over 700', nad� +� munc be 30' frae msin lane �nd ?0' froui r�up � °� n' ahoulder edae. Cro�siag• approx, perpeedicu- 'O l�r. AC •tcuetures, reroute arwnd approaehe• Oa � or �uffieient to provida 150' horizonul or 30� W ves•tie�l clenr�ncs. H A Vertieal Clearance - 18' for ea�ivaication 6 u � Line• and 22' or gre�ter u raqui=ed by lav for pa+er Lines. V p W ly Rc of Conseruction - Loagitudinal'11ne� � GL � • �h.11 be •iagle pole .cowtcuction,., . �„� • • _ • . . • � ,.�. . ., . Oa�i . . .. . . ..� .. .s ... � - p� y� • a Loention - Neer ROW line. ero��i�� ppcox. .-� pprpendieul�r.,, Longitudlnel 11ne� �ay be �' 3 n•>:.: • pi�ccd hy plwing or open treneh. , • H � Harkcr� - Nrq��lred. _ , t7 N O �neh - 1�" u�oel �nA 12" winlw�aa of y dlm�. {.� m � of cn�tng und�r eubRr�clr. 7(1" totel clonr a p: W' dep tl� nt all poines where cncneed. W •Enc�+ement - tlnder rwAw�ya, ditche�. �ttuc- �._ _�-a _-. -.ture�.�nd centes_wediaha.,_.Exce�tlon�,�iloved---•. -- . „a for vide �edians. � .��_� �. O'-- ' • . - O .: , O .. Locacion - Near RO41 llne., Crossinas approx. , y� H • Perpendieular.. -,.. , . _ .. � O �-H DCD� -•18" under pave�ent. 24" outslde pave- z nent area. including di[ehes. v • � z Encaaement - None required unle�• dlrected by a� plstrict EnKlnecr. for h�z�rdau� lne�tlon� auch � an noar brldRce. titruetures; e[c. •Iihere encaee- �O wcnt not inelal'led, utl11[y n1�ou1J eKma to no V .pav�wrnl cul�. � Rev . 8- 75 EXCEPTIONS FOR EXISTING LIIQES Locntion - 2Say devi�te froo perpendicWlar. Verticel Cleeranc� - No exeeptioa per�itted. lYne of Con�truction - lfo exception peraitted. Locetion - ?lay'deviate fros perpeadieular. Urbnn lonRitudinal line• w'sy re�ain !n outer separution. M•nth,-:Nini�ua total depth.:of 24" if-�ncased or� 70" ff'not•enc�ed�iiy=be'petrltted. I+nce'eewent�=�No�exe�pCiona par�itted. . . . =: �, ;s._._ `. . • _' .. Loeation -!!ay deviate froa perpendicular. ifiere • enea�e�epc not ina ulled, utility should agree to no pavement cuts. Longitudinal lin�s wy re�ain. except under center �nediaas. thzwgh-traffic rwd- vaya or connecting roadvay��(incltiding shoulders). ocrch - Nhere �aterial� and other condicions Juscify, oxceptlnn� iesy bc prrwltted far reductton ol F" from etnxlanl r�ryulr��nte. Pla te 8 Sheet 57 of 61 a ITEM 164 SEEDING FOR EROSION CONTROL 164.1 DESCRIPTION. The item shall govern for preparing ground, providing for sowing of seeds, mulching wifh straw, hay, or cellulose fiber and other management practices on areas shown on the plans and in accordance with this item. It includes seeding for permanent erosion r,�ntrol and seeding for temporary erosion control during the initial winter season. .-� � . 164.2 MA'TERIAI.S. (1) SEED. All seed must meet the requirements of the Texas Seed Law including the labeling requirements for showing pure live seed (PIS �:purity x germination), name.and type of seed. Seed furnished shall be of �he pervious season's crop and the date of analysis shown on each bag shall be within nine months of the time of use on �he project. Each variety of seed shall be furnished for delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. Buffalograss shall be treated with a dormancy method approved by the Engineer. The species and varieties of seed shall be from among the types specified in Tables lA and '1B of the 1993 Texas Department of Transportation Standard Specifications For wConstruction of Highways,� Streets and Bridges. (2) FERTII.TZER. Fertilizer shall conform to the requirements of Item 166, "Fertilizer" . The fertilizer ased shall have the analysis as shown on the plans. (3) WATER. Water shall conform to the requirements of Item 168, "Vegetative Watering". ' . (4) MULCH. (a) STRAW MULCH OR HAY MULCH. Straw mulch shall be oat, wheat or rice straw. Hay mulch shall be prairie grass, bermudagrass or other hay of Johnson grass or other noxious� weeds and foreign materials. It shall be kept in a dry condition and shall be molded or rotted. � , �... (b) CELLULOSE FIBER MULCH. It shall meet the requirements of and be approved by the Director of Maintenance and Operations. A list of pretested and approved materials will be maintained and can be obtained by writing the Director of Maintenance and � Operations, 125 East l lth Street, Ausrin, Texas 78701-2483. , The mulch shall be designed for use in conventional mechanical planting, hydraulic planting of seed or hydraulic mulching of grass seed, either alone or with fertilizers and other additives. The mulch shall be such that, when applied, the material shall �form a strong, moisture-retaining mat without the need of an asphalt binder. It shall be kept in a dry condition until applied and shall not be molded or rotted. (5) SOII. RETENTION BLANKET. Soil retention blanket shall meet the requirements of Item 169, "Soil Retention Blanket". (6) TACKING AGENTS. Tacldng agents for straw or hay mulch shall be SS-1, unless, otherwise shown on the plans. A biodegradable tacking agent may be used in lieu of the SS-1 tacking agent when approved by the Engineer. Asphaltic material' shall conform to the requirements of Item 300, "Asphalt, Oils and Emulsions". 164.3 CONSTRUCTION METHODS. After designated areas haven been completed to the lines, grades and cross sections shown on the plans and as provided for in other items �+�f this contract, seeding shall be performed accordance with the requirements hereinafter described. � Unless otherwise approved by the Engineer, all areas to be seeded shall be�cultivated to a depth r� of at least four (4) inches, except where seeding is to b� done using a.seed drill suitable for � seeding into untilled soil. The seedbeds shall be cultivated sufficiently� to reduce the soil to a state of good tilth when the soil particles on the surface:aze small enough and lie closely enough together to prevent the seed from being covered too deeply for optimum germination. -Cultivation of the seedbed will not be required in loose sand where depth of sand is four (4) inches or more. �� . The cross section previously established shall be maintained throughout the process of cultivation. Any necessary reshaping shall be done prior to any planting of seed. - . .' . . . � . . . (1.)�PLANTING`SEASON�AND.SEED MIX�S. A.11�planting.shall be'done between the dates specified for each highw�y district except as specifically �autY►orized in writing b.y the Engineer. � ' • � � . t �The pure live seed planted per acre shall be of the type specified in'the Texas De�artment of Transportation Standard Specifications for Construction of Highways, Streets and Bridges Table 2 for rural areas ( warm season), Table 3 for urban areas (warm seasons, 'I'ab�ies 4A and 4B for temporary erosion control (cool season) and Table 5 for temporary erosion cantrol (warm season), with the mixtures, rates and planting dates except as shown on the plans. (2) BROADCAST SEEDING. The seed or seed mixture, in the quantity specified, shall be uniformly distributed over the areas shown on the plans or where directed by the Engineer. If the sowing of seed is by hand, rather than by mechanical methods, tl'ie seed shall be sown in two directions at right angles to each other. If inechanical equipment is used, all varieties of each component is uniformly applied at the specified rate. When seed and fertilizer are to be distributed as a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after components are placed in the equipment. After planting, the planted area shall be rolled with a light corrugated drum roller or another type of roller approved by the Engi�neer. All rolling of the sloped areas shall be along the contour of the slopes, (3) STRAW OR HAY MULCH SEEDING. The seeii or.seed mixtures, . ip the • quantity specified, shall�be uniformly distributed over the areas shown on flie plans or where directed by the Engineer. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown,in two directions at right angles to each other. If inechanical equipment is used, all varieties of seed,. as well as fertilizer, may be distributed simultaneously provided that each component is uniformly applied at the specified rate. When seed and fertilizer are to be distributed as a water slurry, the mixture shall be applied to the area within 30 iiminutes after all components are placed in the equipment. � Immediately upon completion , of planting of seed, straw or hay mulch shall be spread uniformly over the seeded area at the rate of approximately 1.5 to 2.0 tons of hay mulch or 2.0 to 2.5 tons of straw mulch per acre. When a mulching machine is used it must be approved [iy the Engineer and may be equipped to inject a tacicing agent into the straw or hay mulch uniformly as it leaves the equipment at a rate of 0.05 to 0.10 gallon of tacldng agent per square yazd of mulched area. When the tacking agent is placed by hand, then the rate. of application for � J � � J � � J � ■1 � � J � the tacicing agent shall be approximately 0.15 gallon per square yazd. (4) CELLULQSE FIBER MULCH SEEDING. The seed or seed mixture, in the quantity specified, shall be uniformly distributed over the area shown on the plans or where directed by the Engineer. If the sowing of seed is by hand, rather tli�n by mechanical methods, the seed shall be sown in two directions at right angles to each other. If inechanical equipment is used all varieties of seed, as well as fertilizer, may be distributed simultaneously, provided that each component is uniformly applied at the specified rate. When seed and fertilizer ar� to be distributed as a water slurry; the mixture shall �be applied to that area to be seeded within 30 Minutes after the components are pl�ced in the equipment. Immediately upon completion of planting of the seed, cellulose fiber mulch shall spread uniformly over the seeded area at the following rates: { Sandy .soils with 3:1 slope or less - min. 2000 lbs./acre Sandy soils��with greater than 3:1 slope - min. 23001bs./acre Clay soils wi� 3:1 slope or less - min. 2500 lbs./acre Clay soils with greater than 3:1 slope - min. 30001bs./acre Cellulose fiber mulch rates are based on dry weight of mulch per acre. When used, a mulching machine, approved by the Engineer, shall be equipped to eject the thoroughly wet mulch material at a uniform rate to provide the�mulch coverage specified. (5) DRILL SEEDING. The seed or seed mixture, in the specified, shall be uniformly distributed over the areas shown on the.plans or where directed by the Engineer. All varieties of seed, as well as fertilizer, may be distributed simultaneously provided that each component .is uniformly,applied at the specified rate. Seed shall be drilled at a depth of from 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. All drilling shall be along the contour of the slope. After planting, the area shall be rolled with a roller integral to the seed drill, or a light corrugated drum roller or with another type of roller approved by the Engineer. All rolling of sloped areas shall be on the contour of the slopes. (6) STRAW OR HAY MLILCHING. Mulch shall be spread uniformly over the area D indicated on plans or designed by the Engineer at the rate of approximately 1.5 to 2.0 tons of hay mulch or 2.0 to 2.5 tons of straw mulch per acre. When used, a mulching machine approved by the Engineer shall be equipped to inject a tacldng agent into the straw or hay mulch uniformly as it leaves the equipment at a rate 0.05 to 0.10 gallon of tacking agent are placed by D hand, then the rate of application for the tacicing agent shall be approximately 0.15 gallon per square yard. - � J � � �� (7) SOII. RETENTION BLANKET. If specified on the plans, a soil retention blanket shall be applied in accordance with Item 169, "Soil Etetention Blanket" . , (8) WATERING. Watering of the seeded area shall be conducted when, in the judgement of the Engineer, sufficient seeding survival is threate�ed by insufficient natural precipitation and shall be in accordance with Item 168, "Vegetative 4'atering". (9) FERTILIZER. Fertilizer, when required, shall be applied in accordance with Item 166, "Fertilizer" . 164.4 SEEDING FOR COOL SEASON TE;VIPORARY EROSION CONTROL. (1) STANDARD SEEDING. When specified on the plans or directed by the Engineer, temporary erosion control measures shall. be performed. These measur,es shall consist of the sowing of seed mixtures appropriate for the season and the work and materials as required in Article 164.3. These .,measures shall be performed over the azeas shown on the plans or where directed by the Engineer. Temporary erasion control measures shall be performed in additionl to other "Seeding for Erosion Control" as herein specified. The pure live seed, of the cool season• plants, planted per acre shall be of the type specified, in the Texas Department of Transportation Standard Specificadons For Construction of Highways, Streets and Bridges in Tables 4A and 4B, with the mixture, rate and planting dates, except as shown on the plans. 164.5. SEEDING FOR WARM SEASON TEMPORARY EROSION CONTROL (1) STANDARD SEEDING. When specified �on the plans or directed by the Engineer, temporary erosion control measures shall be performed. The measure shall consist of the sowing of seed appropriate for the season and the work and materials as required in Article 164.3. These measures shall be performed over the areas shown �on the �lans or where directed by the Er�gineer. Tempora .ry erosion control measures sha116.e-performed.in addition to other "Seeding for Erosion Control" 'as herein specified. The pure live see planted� per�acre shall be of the type specified in the Texas Department of Transportation St�ndard Specification for Construction of Highway, Streets and Bridges Table 5, except as shown on plans. 164.6 MEASUREMENT. "Straw or Hay Mulch" will be measured by the square yard or by the acre, complete and in place. All "Seeding", of the type specified, will be measured by the square yard or by the acre, complete and in place. �+ (1) STANDARD SEEDING. When specified on the plans or directed by the Engineer, � temporary erosion control measures shall be performed. These measures shall consist of the sowing of seed mixtures appropriate for the season and the work and materials as required in Article 164.3. These measures shall be performed over the areas shown on the plans or where D directed by the Engineer. Tem�orary erosion control measures shall be performed in addition to other "Seeding for Erosion Control" as herein specified. The pure live seed, of the cool season plants, planted per acre shall be of the type specified, in the Texas Department of � Transportation Standard Specifications For Construction of Highways, Streets and Bridges in Tables 4A and 4B, with the mixture, rate and planting dates, except as shown on the plans. M 164.5. SEEDING FOR WARM�SEASON TEMPORARY EROSION CONTROL �� (1) STANDARD SEEDING. When specified on the plans or directeti by the Engineer, Dtemporary erosion control measures shall be performed. The measure shall consist of the sowing of seed appropriate for the season and the work and materials as required in Article 164.3. These measures shall be performed over the areas shown on the plans or where directed by the DEngineer. Temporary erosion control measures shall be performed in addition to other "Seeding for Erosion Control" as herein specified. The pure live see planted per acre shall be of the type specified in the Z"exas Department of Transportation St�ndard Specification for Construction of � Highway, Streets and Bridges Table 5, except as�shown on plans. D 164.6 MEASUREMENT. "Straw or Hay Mulch" will be measured by the square yard or by the acre, complete and in place. All "Seeding", of the type specified, will be measured by the square yard or by the acre, complete and in place. D � � �� l D � � J �� i � � � � D � D a D D D D D � � � Rort Warth D�strict �(2) Clim$tie 30-Year Record � Me$n Procip (Inches) Mean Temp (Degroes F) IZO 6 „�,�a�rryc�rae•rbec�a�a — 10 0 . • p8RLf1H&Ni 1[1H1[ T�mporasr Xarm . � , � 5 � ` � � �-��` 8 0 4 / • '�"�� . . � �� /% . � 64 3 � i / . % �� , % / �� . 40 2 � � �� .� � ;/ / j � �,� / � � — Zo 1 , � � � � . j � / / j � 0�� i� / G�_ G�, p ` Jan Reb Mu Apr May Jnn JuI Ang Sep Qct Hov Dec I� � Prccipitation "� Tcmp I So�cnce: CI[msbe af Tkua Coaatlsa 0 � TEMPORARY COOIfSEASOrI LEGLTME SEEDIKG RATE: In Puunds, Pure Live S�d (PI.S� 3 Aug IS Crivmson Clover , 7'0 t.o I�Iov 30 Tota[: ' �'� , TE1��ORARY WA.RM�EASON SEEDIl�IG RATE: In Pounds, Pure Live Seed (FLS) 3 May 1` Fortail Millet 30.0 � � Aug 31 Totai: T 30.0 �ote: Ttames in paren esis rcpresent improv vaneties o e species s own. RUR.AL A.REA WtiRM-S�ASON SEEDING RATE: In Pounds, Pure Live Sc�id (I'I.S� ,� - � :: ;•�!::,>. � },>>::,.,;.,;:. ..;;., •-:,.,,,;.-..,...- ^�• ,��:-0;�:�•h?2s•`Y:;<: - ;Qi:;';:;}u;y;`;::a,::": 't afi �Y;�. ��•..,c.>y, rt•i�� .+�'.:'^?.3 r�q.,sx+q�,s :'R�Y.+>::,<;:;:"`: � . a�� a` '£� •?r s'�C �+;'.. •�d:;�'. ; �. �n �'j�a',»Y �.:'�'^��.;:: �x.2<#�'o-'it:*: �.:k.9 ,�L. #fr , ? t .%�s " i� f�: .v # /!r �C •{,, _d. `�..�o Sf�`,hyr..{} k•�ii�{''.'+'�'+:Y% �,,[.. ti..p �6.;,,> {f y�'S '�f `j l��tiYj� dr�� . 11D �e'.�5,. �,t�`i�: o'r„'.,`>S r'`'� �IUA�,�1�L!%w.;;tr;F;,if � � ,v sa', :it[�� a' � t • .i �'\' �.�.+� ?, t�: .oe.' c #/:`'•�,'/ '<•'•',^± ;. 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Jh.. a ��'.`x�'{f'.�� 38�i �`,�� .^�aia�" xon�..��.�r.�.��7�.�':w�� •��fi`.��?��n��,s�5 3 Feb 1 Greeu Sprangletop to Sideoats Grama May 1 (El Rcao) Bermudagrass Buffalogr�ss Westom Wheatgrass : �� e Total: 0.7 Gnen Spraagletop 0.7 2.2 Side,osts Grama 2.2 (EI Reao) 0.9 $luc Grama 0.6 6.4. (Lovington) * 2.8 Buffalogr�ss 6.4 � = = Western Wheatgtass« 2.8 , . ��_ 13.0'� TotaI: ` _. . . ' ': '12.7 G�c+eeu SprangIetop Sideoats Grama '�El Rtno) BermudagrAss Little Bluestem �Saad Dropsocd Ssnd Bluestem* Toial: 0.6 1.8 0.8 1.1 0.2 0.2 4.7 • Sood Wcstecn Wheatgass betweea September 1 an� Febn�ary 28. iJse 'Woodwand" variety of Sand Bluestem in the Rolling Plans (including the Canadiaa River Valley) and 'Elida" variety of. Sand Bluestem in fhe High PIains. ' URBAN AREA WARM�SEASON SEEDING RATE: In Pounds, i'ure Live Seed (PLS� ;.:$+::::$2:+. }•�rtyi}.?.i::.'w4•4i}n•::%t{;�.• -:• {:kJ:? :. �iU��^'i:T'v>:.A„rir�.<.��:(r• i , aya•,.�;.�•::+: };r ,..,a.x2x�.�:;x•:;>•o::++••,::+x.:,. vvy,:ih>.:..::.+�:.;J'i.;ivvv..::>..nv'::}vv.:..::i.•:.�'i.i�'{.iit:v.:':ir}}$:i�{;�''•.v,Y.yr:yyv;ti...i.:t..�•?:n:;t�'•::�iv:� v....J� .:OS.Y..;:'�:::.v.}:{.}•:;r�r:ivt:•.:n. 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S� ` �%1 tt....'+i.i..t..... }..� .....,+,..�.�, r ' t..•r::.L}.,n•'?I.+7�%•iRv. rv.•::: r;7.;}..,v,.:::�:: . . .. . 3 Feb 1 Greca Sprangletop 1.1 Green Spcangletop 0:9 Green Sprangletop 1.1 to 8ermudagrass 1.5 Sideoats Grama 2.8 Bermudagrass 1.5 May' I Buffalograss 10.7 (E[ Renp) Sand Dropseed 0.4 _ _ _ = Westun Wheatgrass 3.5 = _ _ ' . Buffalograss 8.0 TotaI: 13.3 TotaI: 15.2 Total: '�'EMPORt�tY COOI�SEASON SEEDING .RATE: In Pounds, Pure Live Seed. (PLS) 3 Aug 15 TaII Fescue to Western Wheatgrass Nov 30 Wheat (Red, Winter) Total: 3.0 4.0 5.0 30.0 39.0 A f'raclica! Guide !0 1he Establishmen! oJ Vegefalive Cover i'i'.':::' ��•' �� D APPENDIX B-- STATE REV4LVING FUND REQUIRE ENTS D � � � �� D PRIVITY OF CONTRACT. . This contract is expected to be funded in part wich funds from the Texas Water � Development Board. Neither the State of Texas nor any of its deparunents, agencies or employees is, or will be, a party to this contract or any lo�ver tier contract: ;This contract is subject to regulations contained in 31 TAC Chapcer 363 in eifect on the date Dthis contract is executed. ' . � DEFINITION. D The term "TWDB" means the Executive Administrator of the Texas� Water Development Board, or other person who may be at the time acting in the capaciry or authoriz�d to perform the functions of such Administrator, or the authorized Drepresentative thireof. I j� FINAL PAYMENT t� The retainage and its interest earnings, if any, shall not be paid to the Q Contractor until the TWDB has authorized a reduction in, or release of; retainage on the contract work. � � L�J � REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and agents of the Owner, and'the TWDB shall, at alI times have access to and be permitted to observe and review alI work, materials, equipment, payroIls, personnel records, employment conditions, material invoices, and other relevant data and records pertaininQ to this Contract, provided, however that aII instructions and approval with respect to the work will be given to the Concractor only by the Owner through authorized representatives or agents. j"'J (b) Any such inspection or review by the TWDB shall not subject the state of Texas to . I.� any action for damages. L1 � � � � � � �r � �M � �� l�J � � � � FLOOD HAZARD INSUR.ANCE. This provisions applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Fcderal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable strucrures chat will be built under this contract. A copy of the completed a�plication must be provided to ihe owner before commencing construction of the project. The Contractor shall obtain the flood hazard insurance as soon as possibte and submit a copy of the poiicy to the Owner. ARCHEOLOGICAL DISCOVERIES. No activiry which may affect a State Archeological Landmazk is authorized until the Owner has complied with the pr4visions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural or azcheological deposits have been avoided or mitigated. However, the Contrac�or may encounter unanticipated cultural or archeological deposits during construction. If archeological sites or historic suuctures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that panicular area and - notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). '��'` �=' The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery uncil authorized to do so by the Owner. ENDANGERED SPECIES. LiJ � `�I � � No activiry is authorized [hat is tikely to jeopardize the continued existence oF a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), andlor the Scate of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. • If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify che Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TWDB, the U. S. Fish and Wildlife Service, and the Texas Parks and Wildlife Deparunent, obtainin� any necessary approvals or permits to enable the work to continue, or implement other micigative actions. The Contractor sha11 not resume construction in the area of the encounter until authorized to do so by the Owner. L!J � LAWS TO BE OBSERVED. � In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal�laws, including but not limited to laws concerned wi[h labor, safety, �M minimum wages, and the environment. The Contractor shall makz himself familiar with and at all times shall observe and comply with all Federal, State, and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless ihe Owner, the TWDB, and their representatives � against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. � - � . � HAZARDOUS MATERIALS. i j Materials utilized in the project shall be free of any hazardous materials, except as may � be specifically provided for in the specifications. � If the Contractor encounters existing material on si[es owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediacely notify the Engineer and Q the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or Qdisposition of hazardous materials on sites owned or controlled by the Owner. � � � � � J � ■J il � � :. M �M � � � I�� G � � ��J � J � LJ � � EQUAL EMPLOYMEI�fT OPPORTUNI'TY. During the performance of this contract, the Contractor a�rees as follows: (1) The Contractor wilI not discriminate aga.inst any empIoyee or applicant for employmcnt because of race, coIor, religion, sex, age, handicap, or national origin. The Contractor will take affirn�ative action to ensure tHat appIicants are employed, and that empIoyees are treatcd during cmployment without regard to their race, coIor� religion, sex, age, handicap, or national origin. Such action shaIl include, but not be Iimited to the following: Employmcnt, upgrading, demotion, or transfer, recruitment or recruitment advertising; Iayoff or termination; rates of pay or other forms of compensation; and �selection for trainin�, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employmcnt, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor wiil, in aIl solicitations or advertisements for employces placcd by ., or on behalf af the Contractor, state that all qualified applicants will receive - considerations for employment without regard to race, color, religion, sex, age, � handicap, or national origin. (3) The Contractor will scnd to each labor union or representative of workers with which he has a collective bargaining agreement or other contract ar understanding, a notice to bc provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for � employment (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, I965, the Age Discrimination in Employment Act of 1967,29 U.S.GA. 621 (1985), Executive Order I2250 of Novemi�er 2, I980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and rele�ant ordcrs of the Secretary of Labor. (S) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records� and accounts by the administering agcncy and the Secretary of Labor for purposcs of inv�stigation to ascertain compliance with such rules, rcgulations, and orders. � � R] ;J � =1 � � D I� ='� r::� � � �l � � � � � � (6) In the cvent of thc Contractor's noncompliance with thc nondiscrimination clauscs of this contract or with any of the said rulcs, regulations, or orders, this contract may be cancelcd, terminatcd, or suspcndcd in whole or in part and the Contractor may be dcclared ineIigible for further Government ecrntracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order I I246 of Scptember 24, 1965, and such ocher sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by Iaw. (7) The Contractor will include the portion of the sentence unmediately preceding paragraph I. and the provisions of paragraphs 1. through 7. in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order.as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, Iitigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Spccifications, as sct forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minoriries and women evenly on each of its projects. 1fie transfer of�minority or female employees or trainees from Contractor to Contractor or from project to pr.oject for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Re�ister in notice fornn, and such notices may be obtained from any office of fedcral contract compliances programs office or from federal procurement contractin; officers (512) 229-5835. The Contractor is expected to ma]:e substantially uniform progress � � .. � towazd its goal in each craft during the period specified. VJhencvcr the Contractor, or any subcontractor at any ticr, subcontracts a portion of the work invoIving any construction trade, it sYrall physically include in each subcontract in exccss of $10,000 the provisions o�•these specifications and the notice which contains the applicable goals set for minority and femaIe participation and which is set forth in thc solicitations from which this contract resultcd. �� ■J •J Il � J 1 � J � � J � J �i ED• 10l (?lOJ�3) SZTE CERTIFICATE This is to certify that the (Le�al Name of Applicant, i.e., Ciry, District, etc.) has now acquired, taken bona fide options on, or initiated fo�al condemnation proceedings against all property {sites, easements, rights-of-way, or specific use pernuts) necessary for construction, operation and maintenance of wastewater facilities described as (Proposed Convact No. and Dcscripdon) in accordance with plans and specifications approved by the Texas Water Development Board. Any deeds or documenu required to be recorded to protect the tide(s) held by (L.egal IJame of Applicant) have been recorded or filed for record wherever necessary. In the event of conflicts with existing underground utilities or preserve unknown cultural or historic resources, tiie (Piame of Applicanc) has the right of eminent domain and will take condemnation action, if necessary, to acquire any sites, easements or rights-of-way which may be required to change the location of any of the facilities described above; and upon acquisition of the rights-of-way and recording of documents, will submit another site certificate to that effect. � EXECUTED this day of , 19, (Signature) (I'ide) NOTE: 1'his certificate MUST BE EXECUTED BY AN ATTORNEY OR AN ABSTR.ACTOR=qualified to evaluate the Applicant's interest in the site anci make such a determivation. F•8 � � � � � � � � � � �� D D D 0 � D D � � m S.R.F. 1- The Contractor shall complete the two attached Texas Water Development Boa�d �orms at time of contract execution. 2- The Contractor shall submit along with the by-monthly payroll certification the� attached form SRF-74, .Certification By Contractor for Labor Standard Compliance ( I J � � J � � � � � � � I J � � � D i � CONTR.A.CTOR' S AC'T' OF ASSURANCE STATE OF TEXAS COUNTY OF �.`�"Y'�� ED•!03 � l2/2a93) < < . BEFORE� ME, � Notary Public duly commissioned and qualified �._.> in and for the County of /�pQ,�.�_ in the State of Texas cam_e appeared ��,�,p�q�p�ry�,��as represented by ��, , / .��e . corporation's � I(�� , who declares he/s�he_is authorized to represent �� pursuant to provisions of a resolution adopted by said corporation on the day of 19 Cj� . �� (a duly certified copy of such resolution is attached to and is hereby made �a part of this document). � �l�-:.�►' �, y` �� - . - - . �_.�..��_ •,. ► s .� l'� • declares that o� � a ures the Texas Water Development Board that it will construct �y� f ��project at �, Texas, � ��'� ia�At��' in accordance with sound construction practice, all laws of the State of Texas, and the rules � of the Texas Water Development Board. GIVEN IJNDER MY HAND and seal of o�ce this 1� � of � 199� A.D. � .� , • U . �',� �- ' ted Name My Commission expires �{% /' . / � � " FREIDA KAY REDDING ; n * Notary Public, State of Texas � �y � My Commission Expires , �.�., ,., � ., ....., .. 4`28'2001 • V VYY•V ww . 1/V F-9 � � � � . � i � � � � D� � D D D D � D D� D D CONTR.A,CTOR'S ACT OF ASSURA.NCE RESOLUTION � f � � / ► � r ■ I hereby certify that it was RESOLVED by a quorum of the directors of the - /I.C�. � , ��, _� , name of corpondon ip Y�" meeting on the day of ��, 19°i , that �'R,"�'�-� L,�� 2,� � , � \ be, and hereby is, authorized to act on behalf of C,- name of corporanoa as its representative, in all business transactions conducted in the State of Texas, and; (9119I9�t) That all above resotution was unanimousty ratifed by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; 0 In authentication of the adoption of chis resolution, I subscribe my name and affix the seal of the corporation this e (seal) � day of , 199�. � � �� ecretary F-10 �sr:s��) �k 'J � � � � 'J � D D D D� � D D � D D D i � Cex-tification by Contractor .. Q� � Labor Standards Compliance In accordancc with Ticle 29, SubtitIc A, Part 5, Scction 5.6(A)(�), each monthly cnginecring cstiznate must be accompanied bY the following certificate ezecuted by each prime contractor employing mcchanics and laborers at thc �vork sitc in wtiich the fcdcral govcrnment is to pazticipate: Estimatc Numbcr: Name of Project Contract I�Iumber �or period State Revolving Fund Loan Number � Date to Location Datc Contract Awardcd . I hcreby eertify that all of the contract requirements as spccificd under the labor standards have been �� complied with by: � � as principal contractor and by cach subcontractor M.� or c��a� eniploying mcchanics or laborcrs at the site of t�ie work, or there is a substantial dispute with respect to thc required provisions.� � Name of ContractoriSubcontractor Signature and Tide Noies: � 1. This ccrtification may bc placed on the estimate or on a separate shect attached to thc cstimate. � • 2• The Tezas Water Developmcnt Board shall, prior to approving a voucher, satisfy itseLE that copies of these ccnificates are on F�le with the owner. '�.7' '�- City of Fort Worth, Texas �i►�Ayor And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE � 8�� 7�99 **C-17594 30RIDGMALL 1 SUBJECT AWARD OF CONTRACT TO SOUTHLAND CONTRAC;T1 G, INC., FOR MAIN DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNIT 3 �COMM�NDATION: of 2 207R AND It is recommended that the City Council authorize the City Manager to execute a contract with Southland Contracting, Inc. in the amount of $706,491.20 for Main 207R Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 5, Contract 3) Part 6, Unit 3. DISCUSSION: On March 17, 1998 (M&C C-16677), the City Council authorized the City Manager to execute an engineering agreement with Wendy Lopez & Associates, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer main 207R drainage ar�ea. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by Ridgmar Mall Outer Ring Road, on the south by Calmont Avenue, on the east by Lackland Road, and on the west by Alta Mere Drive. The proposed improvements consist of the replacement of approximately 2,000 linear feet of primarily 12-inch sewer pipe to be installed by means other than open cut. The project is located in COUNCIL DISTRICT 3, Mapsco 74 E and J. The project was advertised for bid on May 27 and June 3, 1999. On July 8, 1999, the following bids were received: : �� : Southland Contractina. Inc. B&H Utilities, Inc. Circle "C" Construction, Inc. Texas-Sterling Construction, Inc. AMOUNT $706.491.20 767, 344.00 907, 225.00 1,189,907.40 TIME OF COMPLETION 90 Calendar Days In addition to the contract cost, $50,000.00 is required for inspection and survey and $22,000.00 is provided for project contingencies. Southland Contracting, Inc. is in compliance with the City's M/WBE Ordinance by committing to 14% M/WBE participation. The City's goal on this project is 12%. 1 3 i � _� ' City of Fo�t` Worth, Texas �i►�Ayar And Caunc�l C,ammun�cAt�an DATE ' REFERENCE NUMBER L'OG NAME PAGE ` ' $�� 7�99 **G-17594 I 30RIDGMALL � ,� ;� of.2 SUBJECT AWARD OF CONTRACT TO SOUTHLAND CONTRACTI G, INC., FOR MAI�"''207R DRAINAGE AREA SANITARY ,SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 5, CONTRACT 3) PART 6, UNIT 3 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are;availa�le irr;:;the current capital budget, as appropriated, of the State Revolving Fund - Sewer. ��.� y�:�� - �,_ t MG:k . ��'�'��`��. °� � : "e- �' ; k k, :tq� �� , w �,�� • �• <� � e�� +�}y Y� � ��` ' �,� �„ t "`�'..�� 'i Tr_•' �t ` Y ``.d�k. .. ' <Y•. �� wr�. w: ' ,�`". : wg'� ,,,:�'� :.�, `+w'x,.M" +•Yp Rti � � Submitted for City Manuger's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker I FUND I ACCOUNT. I CENTER I AMOUNT I (t�) 6140 I 6157 I (from) p IPE42 541200 � 6157 � � 07��420416810 $706,491.20 �` , , CITY SECRETARY AP�R{�V�D� �eTY couN�� AUG 17 �gg� �� R '�q;��•h�exas a� u � 'ns