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Home My WebLink About025571 - Construction-Related - Contract - Branch & Sons Contractors, Inc., , . �� _...�::,�P ;�.��.... -... �,�,�.�..-. ....,� _ .�... � ��C� � �" ��CRETA4Y � �.�.E. Fdt„E ' ��NiRAC��`S �� c�. ��>NSTRl1CTION'S GCiP1� ��°,!�' DEPAR'TMEM' SPECiFICATIONS AND CONTRACT DOCUMENTS for GOPI R CT NO Y.� �� r�� ROCKWOOD PARK ATHLETIC FIELD � LIGHTING AND PARKING LOT IMPROVEMENTS 1998 CAPITAL IMPROVEMENTS PROGRAM PROJECT No. 8 IN THE CITY OF FORT WORTH TEXAS KENNETH L. BARR MAYOR BOB TERRELL CITY MANAGER � RICHARD ZAVALA, DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT A. DOUGLAS RADEMAKER, P. E. DIRECTOR DEPARTMENT OF ENGINEERING PARKS AND COMMUNITY SERVICES DEPARTMENT PLANNING AND RESOURCE DEVELOPMENT DIVISION � BHB No. 1999.015.00D U��B�O�� j�� r��1 ��'��.� ° Q�( BAIRD, HAMPTON 8� BROWN, INC. .,,.,�,,.°„�.d "" ��lP ��L ` 309 W. 7th Street, Suite 500, Fo�Q Worth, TX 76102 Tel. (817) 338-1277, Fax (817) 338-9245 � Q. , _,� ' ... . _ ; City of Fo�t WoYth, Texas Mayor and Council Communi�cation DATE REFERENCE NUMBER LOG NAME 12/14/99 **C-17778 80FIELDS PAGE 1 of 2 SUBJECT AWARD OF CONTRACT TO BRANCH & SONS CONTRACTORS, INC. FOR THE CONSTRUCTION OF LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Branch & Sons Contractors, Inc. in the amount of $496,600.00 for the construction of lighting and parking improvements at Rockwood Park. DISCUSSION: The 1998 Capital Improvement Program (CIP) allocated $277,020.00 for the replacement of existing athletic field lighting at Rockwood Park ballfield numbers 1 and 2. The 1998 CIP - Transportation and Public Works (TPW) Park Roads and Parking also allocated $320,000.00 for parking improvements at Rockwood Park ballfields. The allocated funds for this project total $597,020.00. On February 2,1999 (M&C C-17253), the City Council approved award of a contract for design services to Baird, Hampton & Brown, Inc. in the amount of $63,565.00 for the lighting and parking designs. This project was advertised for bid on September 30 and October 7, 1999. On October 28, 1999, the following bids were received: Bidders Base Bid Add Alternates Branch & Sons Contractors. Inc. $496.600.00 Reynolds Asphalt & Construction Co. $497,665.00 Pavecon, Inc. $528,752.50 Randall & Blake, Inc. $533,131.50 Northstar Construction, Inc. $591,859.25 $96,600.00 $52,800.00 $47,675.00 $38,643.00 $45,274.00 Total (Base + Alt) $590,200.00 $550,465.00 $571,774.50 $576,427.50 $637,133.25 The base bid includes renovation of the existing park roads, parking lot and ballfield lighting at two fields. The alternates include installation of a post and cable barrier, 6-foot wide asphalt shoulders on the park roads, demolition of the existing scoreboard, and relocation of wooden light poles to another on-site ballfield. It is recommended that the base bid, as submitted by Branch & Sons Contractors, Inc. in the amount of $496,600.00, be approved for award of the contract. The contract time is 60 working days. Branch & Sons Contractors, Inc. is in compliance with the City's M/WBE Ordinance by committing to 44% M/WBE participation on the base bid. The City's goal on this project is 19%. . � � " • rr i � City of FoYt Worth, Texas DATE 12/14/99 SUBJECT M�yor and Council Communication REFERENCE NUMBER LOG NAME PAGE **C-17778 80FIELDS 2 of 2 AWARD OF CONTRACT TO BRANCH & SONS CONTRACTORS, INC. FOR THE CONSTRUCTION OF LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK The project budget is as follows: Construction Contract Construction Phase Contingencies: DOE inspection (4%) PACSD administration (.8%) Change orders (2.2%) Total Construction Budget $�96,600.00 I 19,864.00 , 3, 973.00 10,925.00 $531,362.00 There will be no operating impact to the General Fund budget beginning Fiscal Year 2000-2001. Rockwood Park is located in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Parks and Community Services Improvement Fund and the Street Improvements Fund. LW:k Submitted for City Manager's Office by: Libby Watson Originating Department Head: Richard Zavala 6183 5704 FUND � ACCOUNT � CENTER (to) (from) AMOUNT I CITY SECRETARY APPROVED 12/14/99 w .. � ' - . City of Fort Wo�th, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 12/14/99 **C_17778 80FIELDS 3 of 2 SUBJECT AWARD OF CONTRACT TO BRANCH & SONS CONTRACTORS, INC. FOR THE CONSTRUCTION OF LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK C181 541200 080181043020 $106,848.00 � Additional Information Contact: C181 541200 080181043030 $115,752.00 I I C115 541200 080115037151 $274,000.00 I Richard Zavala 5704 I I � I 1 � 1 I � � � � � � � � � 1 � � FOT OTH � R ,� �._ � � �� October 26, 1999 Addendum to the . Project Manual for CIP PROJECT NO. 8- Ballfield Lighting and Parking/RoadwayImprovements At Rockwood Park � 1.01 PROJECT MANUAL A. Section 16450 - Grounding Change paragraph 3.1.0 to read as follows: "Provide equipment ground conductors in all raceways and in all direct buried cable assemblies" Bidder naust acknowledge receipt of addenda on proposal, Item G. 0 bp:\word97\my documents\cip8\addendum Page 1 of 1 CIP NO. 8 '�,45 � COM,y` {p 41N THIr '�? ��°� '��Jiy: �F PARKS AND COMMUNITY SERVICES DEPARTMENT �s� �� ,� F�� THE CITY OF FORT WORTH * 4200 SOUTH FREEWAY, SU1TE Z200 * FORT WnRTH, Texa,s 76115-1499 (:•• . (81 � 871-PARK * Fax (817) 871-5724 p^� Printed on recycicd paper 1 � � � I � � � � 1 � 1 ' � � � � � � s October 27, 1999 �`ar�T'�o�� .r.r `� Addcndum 2 to the P�roject Mannal fur CiP PROTECT 1�I0. S-�allFeld Lighting and 1'arkin�aadwayluzprovement� At �tockwood Park 1.Q1 PRpJECT MANY.7AL J PROPOSAL A. Unit 1 — Civil Add the followi�og: p,�Y APPROX. lTEM QUAN'C[1'Y 15, 750 SF l7�SCRIP'I'tON Rcmov: and roplaCa oxisting eoncrete vallcy �� Doll•ars & Cents per 5F TJi�TI'C pRICE TO'i'AL AMT. S S Bidder must ackr:awredge receipt of addenda on proposal, Item C. This, and all otbez addenda, modity the origi�o�a� Contract Documents far the project, bp:lword971my documaxslei�8laddc�dwr+ 2 Pagc 1 of 1 C'ff' NO. B �s..- .., PATtILS AND COMMUNITY SERVXC�S DEP�I,R�'MENT �,�, �.,: Tr+� Crrr p� E'c�rr WcR�rx * 4200 SOUT'H F�iEEWA't, SUT[E 2200 * FORT WORTH, TExRs 76115-1499 ••...• (817) 877-PARK * Fax (817) 87i 5724 (i r�e.a � �.��.a �F.• �� L�l � �� !i L�1 L! L�i � � � � !�l � � � L�l TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTitUCTIONS TO BIDDERS 3. GEOTECHNICAL INVESTIGATION REPORT 4. PROPOSAL 5. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS 6. PREVAILING WAGE RATES 7. WEATHER TABLE 8. VENDOR COMPLIANCE TO STATE LAW � 9. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 10. TECHNICAL SPECIFICATIONS 11. 12. 13. 14. 15. 16. DIVISION 1- GENERAL REQUIREMENTS Section 01010 - Summary of Work Section 01035 - Contract Time Section 01100 - Alternatives Section 01150 - Payment To Contractor Section 01300 - Submittals Section 01400 - Quality Control Section 01410 - Testing Section 01500 - Temporary Facilities and Controls Section 01640 - Substitutions and Product Options Section 01700 - Project Closeout Section 01800 - Contractor's Responsibility for Damage Claims DIVISION 2 - SITE WORK Section 02070 — Selective Demolition Sectioa 02100 - Site Preparation Section 02200 - Earthwork Section 02510 — Hot-Miz Asphaltic Concrete Section 02930 - Seeding DIVISION 3 - CONCRETE Section 03300 - Cast-in-Place Concrete DIVISION 16 - ELECTRICAL Section 16010 - General Requirements for Electrical Work Section 16111- Conduits Section 16120 — Wires and Cables Section 16122 — Wire Connection and Devices Section 16180 — Overcurrent Protective Devices Section 16450 - Grounding Section 16500 - Lighting Section 16851— Miscellaneous Items CERTIFICATE OF INSURANCE BIDDER'S STATEMENT OF QUALIFICATIONS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CONTRACT I■ � � LJ � � � l�l � � � . ,� �� LsJ � NOTICE TO BIDDERS Sealed Proposals for the following: ROCKWOOD PARK ATHLETIC FIELD LIGHTING AND PARKING LOT IMPROVEMENTS Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Division Office until 1:30 p.m., Thurs., October 28, 1999 and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2"d floor — N.E. corner of City Hall. Plans, Specifications and Contract Documents for this project may be obtained at the Park Planning section, Parks and Community Services Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499. Documents will be provided to prospective bidders for a deposit of $50 per set; deposits shall be made in the form of a check or money order. The deposit will be refunded if the document is returned in good condition within ten days after bids are opened. These documents contain additional information for prospective bidders. All Bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of the prevailing wage rates, and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code, Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. In accord with City of Fort Worth Ordinance No. 13471, 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 M/WBE office or from the Office of the City Secretary. In addition, the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") must be received no later than 5:00 P.M., five city business days after the bid opening date. The bidder shall submit documentation at the reception area of the Department of Engineering, 2"d floor, City Hall, and shall obtain a receipt. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non- responsive. The following list is provided to assist bidders in obtaining the services of M/WBE vendors qualified to provide such services/materials for this project. A listing of qualified M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. Services/materials for this proiect are as follows: demolition/site prep � seeding post & cable asphaltic concrete steel rebar electrical equipment � The City's minimum M/WBE goal on this project is this contract. gradinglearthwork chain link fencing high mast lighting 19 % of the total. dollar value of L� � ��l J � L�! u � � � � � [�� sJ � � �I �I � � The City will award one contract with a combination of base bids and/or alternates which is most advantageous to the City. A pre-bid conference will be held with prospective bidders at the Parks and Community Services Offices Conference Room 2 on Thurs., October 14, 1999, at 9:00 a.m. The City reserves the right to reject any or all bids and waive any or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of 49 days from the day bids are opened. The award of contract, if made, will be within 49 days after the opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom the contract will be awarded. RICHARD ZAVALA, JR., DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT By: Betty . Presnall, Landscape Architect {817) 871-5750 Thursday. September 30. 1999 Thursday. October 7. 1999 BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY L`I !�� L! � � � L�J �`' �� 4; l'�� L�� LJ SPECIAL INSTRUCTIONS TO BIDDERS BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the 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 e�ceed the amount shown on the treasury list or one-tenth the total capital and surplus. 2. PROPOSAL: After proposals have been c�pened and read aloud, the proposals will be tabulated on the basis of the quoted prices. the quantities shown in the proposal, and the application of such formulas or other metr.ods of bringing items to a common basis as may be established in the Contract Docurrents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum it�ms and such other quoted amounts as may enter into the cost of the completed proje� will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or a11 proposals and waive technicalit: es, to re-advertise for new proposals, or to proceed with the work in any manner as rn� aybe considered for the best interest of the Owner. The quantities of work and materials to b furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as annroximate only and will be used for the purpose of comp,�ring bids on a uniform basis. Payment will be made to the Contractor for only the actuai quantities of work performed or materials furnished in strict accordance with the Cc�ntract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Info� mation regarding the status of addenda may be obtained by contacting Parks and Commanity Services Department telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. (See Item G in the Proposal.) 4. AWARD OF CONTRACT: The contract may not necessarily be awarded to the lowest bidder of the Base Bid. The City Engine er shall evaluate and recommend to the City Council the best bid based on the combi ed benefits of product and bid price, as specified in the Proposal, and which is considered to be in the best interest of the City. Regardless of the Alternative chosen, th�� Contractor agrees to complete the Contract within the allotted number of days. If tr.e Contractor fails to complete the work within the number of days specified in the Con �truction Documents, liquidated damages shall be SPECIAL WS'-T2UCTIONS TO BIDDERS 71- � !� � charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time of the Standard Snecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas. L�' � � l!J L�J �� I� ,_., O L� LJ '� I� � ��J � � L�J 5. PAYMENT. PERFORMANCE AND MAINTENANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2254 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendax days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. Maintenance Bond shall be required for all Parks and Community Services Department projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Division 1, Section 01700-Project Closeout, Item 1.02. In order for a surety to be acceptable to the City, (1 } the name of the surety shall be included on the current U. S. Treasury List of Acceptable Sureties [Circular 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 business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or 1/lOth of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusted to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City 6. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1- General Provisions, Item 8, Paragraph 8.6, Standard St�ecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. SPECIAL INSTRUCTIONS TO BIDDERS -2- L�� `•, � I�J ��' 7 EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 8 WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of "prevailing wage rates" as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. Federal Wage Rates may be used for this project. See Alternate #5 of proposal. 9. FINANCIAL STATEMENT: A current certiiied financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation and Comprehensive General Liability (Bodily Injury) -$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 each occurrence. The City reserves the right to request any other insurance coverages as may be required by each individual project. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. 11. NON-RESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non-resident bidder unless the non-resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resideni bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a'�idder whose principal place of business is not in � this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. 1'�1 I;J I�J � "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate pat�ent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involved fPderal funds. The appropriate blanks of the Prnposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSIl�'ESS ENTERPRISE: In accordance with City of Fort �"� Worth Ordinance No. 11923, the Cit�� of Fort Worth has goals for.the participation of Li minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. LJ SPECIAL INSTRUCTIONS TO BIDDERS -3- L■�J � � � I� l�J � � � The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of MlWBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the City of Fort Worth is requiring that the � Contractor continue to adhere to the M1WBE Ordinance by complying with the following procedures: � � � � [�l IsJ I�l L�l L�J • A M/WBE Particination Renort Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a"0" or "no participation" in the spaces provided, and provide a brief explanation. The Contractor shall provide the M/WBE Office nroof of navment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier � d. Original signatures from both parties must be included on this letter. SPECIAL INSTRUCTIONS TO BIDDERS -4- � � � lsl � l■J lJ � tJ L�J � � I�; 1�1 • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Reauest for Apnroval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Renort Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additiona] information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (MJWBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of 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 on 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. 13. PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to � the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored, after completion of the work, to a condition equal or better than existed prior to start of work. � � � L�J By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-Of-Way and designated alleys. This nermit can be obtained bv callin� the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the cunent formula for Shade Tree Evaluation as deiined by the SPECIAL INSTRUCTIONS TO BIDDERS -5- r.l d � International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. � Q 14 � � � � � � � � L�' � � Isl � � C� To nrevent the spread of the Oak Wilt fun�us, all wounds on Live Oak and Red Oak trees shall be immediatelv sealed usin� a commercial prunin� paint. This is the onlv instance when nrunin� naint is recommended. BIDDER'S STATEMENT OF OUALIFICATIONS A. QUALIFICATION OF BIDDERS: Bidders shall be prepared to demonstrate the capability to perform the work. The Bidders' specific experience, stability and history of performance on projects of a similar nature and scope will be considered. The BIDDERS STATEMENT OF QUALIFICATIONS must be delivered to the Project Manager within 48 hours of the reyuest. Location and responsive ability of the firm will be considered. If your firm anticipates entering into a joint venture with any other firm to conduct all or part of the performance required under the proposed project, that firm should be specified in your response. For each firm included in the joint venture, please provide the information required above. Under the Contract executed for this work the City will require your firm to be completely 100 percent responsible for fulfilling all aspects of the contract bonds. Other firms and employees that may be involved in their joint venture will be treated by the City und�r the contract as if they were employees or subcontractors of your firm. Other than those firms noted in the contract as a part of the joint venture, no other firms will be allowed to participate in the joint venture without written consent from the City. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Natural Resource Conservation Commission (T'NRCC) in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perForm continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. SPECIAL INSTRUCTIONS TO BIDDERS -6- � Q16 � f �1 � WORKERS COMPENSATION INSUR.ANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate 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 employees providing services on a project, for the duration of the project. 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 project has been completed and accepted by the governmental entity. � � � � � � r� � ��J � � �� Persons providing services on the project ("subcontractor" in ❑ 406.096) - includes 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 has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-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 service 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) for 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 the 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 a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City 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 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. !J SPECIAL INSTRUCTIONS TO BIDDERS -7- C�� C�J � L�J � �!J � 1*J �� F. The contractor shall retain all 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 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 Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor 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 or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the �roject; and (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 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (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. � SPECIAL INSTRUCTIONS TO BIDDER� -8- L�' � J. By signing this contract or providing or causing to be provided a certificate of coverage, 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 workers' � 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 of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. � L�l � � � K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "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 notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' 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. normal type, and shall be in both English and Spanish and any other language common to the worker population. The te� for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMI'ENSATION COVERAGE � "The law requires that each person working on this site or providing services related to this construction 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." � I� L�? I�J � � "Call the Texas Workers' 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." END OF SECTION � t SPECIAL INSTRUCTIONS TO BIDDERS �1 _g_ � � � � � � � � � � a Q � � � � � � � TERRA-MAR, /NC. Consulting — Geotechnical - Environmental Construction Materials TesUng GEOTECHNICAL INVESTIGATION ROCKWOOD PARK ATHLETIC FIELD AND PARKING IMPROVEMENTS FORT WORTH, TEXAS TMl REPORT NO. FE99-012 � BAIRD, HAMPTON & BROWN, 1NC. FORT WORTH, TEXAS f� TERRA-MAR, 1NC. DALLAS / FORT WORTH 1 HOUSTON / AUSTIN I LONGVIEW ! LUBBOCK MAY 14,1999 (FIRST REVISION) � � � LI TERRA-MAR � � T Consulting Engineers • Geotechnicai • Environmentai • Construction Materials Testing DALLAS • FORT WORTH • HOUSTON • AUSTIN • LONGVIEW � Mr. Konstantine Bakintas, P.E. � Baird, Hampton & Brown, Inc. 309 West 7�' Street, Suite 500 Fort Worth, Texas 76102 � � L!�J Re: Geotechnical investigation Rockwood Park Athletic Field and Parking lmprovements Fort Worth, Texas Dear Mr. Bakintas, May 94, 1999 TMI Report No. FE98-027 (First Revision) Submitted here is our revised geotechnical report for the above referenced project. The revisions Q to the pavement and foundation sections of the report were requested on May 4, 1999, based upon changes to the project concept. This revised repori replaces and supersedes our original submitta(, dated April 16, 1999. LJ � � i� � L�J � Ll The study was performed in accordance with our revised proposal dated December 29, 1998, with verbal authorization for project commencement provided on March 3, 1999. This report describes the results of our field and laboratory investigations together with recommendations for the design and construction of the referenced project. Two bound copies of the report have been provided, along with one unb�und copy. We appreciate the opportunity to assist on this project and trust that our field and laboratory data and engineering recommendations will be of assistance in your design efforts. Do not hesitate to call if there are questions, or when we may be of further service. Very truly yours, TER�A-MAR, INq. i . I � • l� � Marc T. Miller, E.I.I'. Staff gineer Scott M. Pettit, Vice President � 2400 G�avel Drive, Bldg. 25, Fort Worth, Texas 7611 S Phone: 817-2849363 Fax: 817-2849430 � Rockwood Park Athietic Field and Parking Improvements FE99-012 May 14, 1999 (First Revision) � � L�J LJ � � � � L� � � � � �,I � �� J � TERRA-MAR, //VC. � Consulting — Geotechnical - Environmentat Construction Materials Testing TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION, PURPOSE AND SCOPC 2.0 FIELD AND LABORATORY INVESTIGATIONS 3.0 SITE AND SUBSURFACE CONDITION�' 3.1 Site Geology 3.2 Site ConditionL 3.3 General Stratigraphy 3.4 Groundwater 4.0 LIGHT-POLE FOUNDATION RECOMMENDATIONS 4.1 General Consideration4 4.2 Drilled Pier Foundation Recommendations Above the Water TabFt 4.2.1 Pier Design Criteria 4.2.2 Pier Construction Considerations for Above the Water Tabl• 4.3 Drilled Pier Foundation Recommendations Below the Water Table 4.3.1 Pier Design Criterir 4.3.2 Pier Construction Considerations for Below the Wat�r Table 5.0 PAVEMENT REHABILITATION � 5.1 General � 5.2 Alternative Flexible Pavement Section� � 5.3 Alternative Rigid Pavement Section� ' � 5.4 Comparative Capacity of the Pavement Sections------ ; 5.5 Potential for Longitudinal Pavement Cracking � 5.6 Pavement Subgrade Preparation � 5.6.1 Construction Procedures with Cement Stabilization of Pulvimixed Pavement 5.6.2 Construction Procedures for Sections without Reuse of Existing Base Materials 5.6.3 Construction Procedures for Reuse of Existing BaSe Materials (Unstabilized) 5.7 Pavement Subgrade Stabilization � 5.8 Pavement Material Requirements ' 5.9 Crack and Joint Sealing I 6.0 LIMITATIONJ � I Plan of Borings � Log of Borings — --�� __________ � .�______ Legend for Log of Borings --____�______________________�___.! Grain Size Distribution-----___�_ __�__w I __ Field and Laboratory Procedures --- Pa4e 1 1 2 2 2 2 3 3 3 3 4 5 5 5 7 7 8 8 9 10 10 11 12 12 13 14 14 Fiqure 1 2-11 ----12 13 Appendix LJ �Rockwood Park Athletic Field and Pa�lcing Improvements �� FE99-012 May 14, 1999 (First Revision) � t �'J � � 1•, l�J TERRA-MAR, /NC. Consulting — Geotechnical - Environmental ' Construction Materiais Testing 1.0 PROJECT DESCR/PTION, PURPOSE AND SCOPE It is proposed to make certain improvements at Rockwood Park in Fort Worth, Texas. The project will include new lighting structures for the athletic fields and rehabilitation of the pavement in the parking lots and drives. This investigation was designed to explore subsurface conditions at the project site, and, from the results of the exploration, to develop engineering parameters and recommendations to be used in the design and construction of the proposed project. Our services included: � • providing a detailed description of subsurface and groundwater conditions at the project site, and evaluating their effect on design and construction, including a description of the soil geology; � � � � � � � LsJ u � '�1 • recommending parameters for light pole foundation design and construction , including allowable bearing and lateral pressures and estimates of total and differential settlements; and • providing pavement structure recommendations including thickness and material requirements, as well as the requirements for the stabilization of the pavement subgrade. 2.0 FIELD AND LABORATORYlNVESTIGATIDIYS Subsurface conditions were evaluated by a total of nine (9) borings drilled to depths of five (5) to twenty-five (25) feet below the existing grades. These boring locations are shown approximately on the Plan of Borings, Figure 1. The results of the field and laboratory testing procedures, along with the soil classification, by the Unified Soil Classification System, can be found at the appropriate depths on the Logs of Borings, Figures 2 through 10. A key to the descriptive terms and symbols used on the boring logs is presented on Figure 11. A detailed description of the various field and laboratory procedures used in the drilling and testing of the soil samples can be found in the Appendix. � Page 1 of 14 ��:J � � � L�J � � LJ iJ � � � �� Rockwood Park Athletic Fieid and Parking Improvements FE99-012 May 14, 1999 (First Revision) 3.0 SlTE AND SUBSURFACE CONDITIONS 3.1 Site Geology TERRA-MAR, /NC. Consuiting — Geotechnical - Environmental ''� Construction Materia(s Testing The Daltas Sheet of the Geoloqic Atlas of Texas indicates the site is located in AIluvium and Fluviatile Terrace Deposits of the Quaternary Age, These materials consist of variabis deposits of gravel, sand, silt and clay associated with the floodpiain of the nearby West Fork Trinity River. These deposits generally have increasing grain size with depth below the surFace. 3.2 Site Conditions The prnject site is located in Rockwood Park, near the 600 block of North University Drive. The site is divided by Rockcress Drive and is bounded on the north by Rockwood Park Lane and on the south by Rockwood Park North. Rockcress Drive and the Main Parking Lot are paved with asphaltic concrete and are in poor condition. The ground surFace at the project is relatively level, has fair drainage, and is vegetated with short grasses. 3.3 General Stratigraphy In general, the subsurface strafigraphy consists of a four to ten feet of very stiff to hard fat clays, followed by five to fourteen feet of very stiff fat clays, which are then underlain by stiff to soft lean sandy clays. Ail of the deeper borings revealed very sandy conditions at the bottom of the boring excavation. More detailed descriptions of subsurFace conditions can be found on the boring logs. 3.4 Groundwater At the time of this investigation, groundwater seepage was encountered in the deeper borings during driiling at depths ranging from thirteen (13) to fifteen (15) feet, and shortly after drilling operations at depths ranging from nine (9) to fifteen (15) feet below the su�face. Because of the potential hazard of open boreholes at a public facility, all boreholes were backfi!!ed at completion. Based on the uniformity of these short-term readings it is concluded that these readings are fikely representative of the current groundwater condition at the project site. Page 2 of 14 � ' �J C�� I ■�' � L!JII ��J � � � � !�J � Lil � � � u � Rockwood Park Athietic Field and Parking improvements FE99-012 • May 14, 1999 (First Revision) TERRA-MAR, /NC. ConsulGng — Geotechnical - Environmental Construdion Materials Testing However, it is not possibie to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations. Therefore, it should be recognized that groundwater levels will fluctuate with variations in the nearby Trinity River, seasonal precipitation and surficial runoff. If there is a noticeable change from the conditions reported herein, Terra-Mar should be notified immediately to review the effects it may have on the design recommendations. 4.0 LIGHT-POLE FOUNDATlON RECOMMENDATIONS 4.9 Genera! Considerations Several light pole structures are planned for Ballfields No. 1 and 2. Four light pole structures approximateiy fifty (60) feet in height wil( be installed around each field. A po►tion of these light poles will also serve to illuminate the main parking lot. It is expected that the light poles will be supported on cast-in-place straight-shaft drilled pier foundations. The main design consideration for the light pole foundations is the presence of shalfow groundwater at the project site due to the presence of the nearby Trinity River. The borings indicate that the groundwater phreatic surtace is present at depths ranging from approximately nine (9) to fifteen (15) feet below the existing ground surface. For the sake of simplicity in construction, and to limit costs, it is recommended that, if possible, the light pole foundations be designed not to extend below the groundwater. The following sections detail design and construction recommendations for drilled piers installed both above and below the groundwater table. 4.2 DriNed Pier Foundafion Recommendations Above the Water Table 4.2.1 Pier Desicrn Criteria Cast-in-place straight-shaft drilled pier foundations should be utilized to support the concentrated structural loads from the light poles. Recommendations and parameters for the design of the drilled piers, which are founded above the water table, are outlined below. Specific recommendations for the construction and installation of the drilled piers above the water table are included in the following section, and shall be followed during construction. Piers must not exceed the maximum depth, or groundwater seepage into the excavations may occur. Page 3 of 14 LR' � l� Rockwood Park Athletic Field and Paricing improvements FE99-012 May 14, 1999 (First Revision) Bearing Stratum TERRA-MAR, /NC. Consulting — Geotechnical - Environmental Construction Materials Testing Very stiff to hard dark brown to reddish brown CLAY w/ trace calcareous nodules Maximum Pier Depth: Eight (8) feet below existing grades aAllowable End Bearing Capacity: 5,500 psf Horizontal (Lateral) Subgrade Modulus: 500 pci for cyclical wind loads, uniformly � distributed over the projected area of the shaft, neglecting the upper three (3) feet of the pier shaft below the ground surface � u u � � I�J L'�' � � �I � L�J �� ri1 I� � These piers should be, reinforced for their full depth with at least 0.75 percent reinforcing steel, by cross-sectional area. The design should consider the possibility of upward movements of the pier shaft associated with seasonal swelling of the subgrade soils. It is estimated that total upward vertical movements could be on the order of finro (2} inches, although it is expected that movements of much a lesser magnitude are more likely to occur. Alternatively, pre-cast foundations may be considered. These foundations may be placed in pre- drilled excavations, with the annular spaces filled with free-flowing pea gravel. If the excavations encounter water, care must be taken to ensure that the pea gravel completely fills the voids between the foundation and the sides of the excavation. If this method is used, the allowable horizontal subgrade modulus should be reduced to 350 pci. 4.2.2 Pier Construction Considerations for Above the Water Tab/e A qualified engineering technician should perform detailed observations of all pier construction to provide for proper foundation performance and quality construction. The engineering technician shall confirm that the piers are founded at the proper depth in the specified bearing stratum, and that the pier excavation bottoms are relatively clean and dry prior to concrete placement. lt is not expected that temporary casings will be required in the pier construction process. Pier shaft excavations shall not remain open for more than four hours prior to the placement of concrete. For each pier, placement of steel and concrete should be completed on the same working day in which the pier excavation was completed. Concrete should be placed by the tremie method, with no more than ten feet of free fall allowed at any time. Concrete should be designed for workability during placement, with slumps in the range of five to six inches. To provide a reasonable tolerance during construction, a concrete mix design should be used that will provide the design concrete strength using a seven inch slump. Page 4 of 14 � � � � � f�l � L!' � L!�J I� L�J � � �'I �� I� �� Rockwood Park Athietic Field and Parking Improvements FE99-012 May 14, 1999 (First Revlsion) TERRA-MAR, /NC. Consulting — Geotechnical - Environmental ' Construction Materials Testing 4.3 Drilled Pier Foundation Recommendations Below the Water Table 4.3.1 Pier Desipn Criteria Given the height of the proposed light poles, it is our understanding that the required pier embedment depth may be such that the supporting piers wili be installed near or below the groundwater table observed during our field investigation. (approximately 10 to 11 feet below the existing ground surface). This will require alternate design parameters as well as construction and inspection procedures. If total pier, depths exceed eight feet below existing grades, the following parameters should be used for their design: Bearing Stratum Skin Friction: Allowable End Bearing Capacity: Horizontal (Lateral) Subgrade Modulus: Soft to very stiff dark brown, reddish brown, or gray CLAY or Sandy CLAY 200 psf below a depth of 10 feet 1, 500 psf 500 pci for cyclical wind loads to a depth of 10 feet, uniformly distributed over the projected area of the shaft, neglecting the upper three (3) feet of the pier shaft below the ground surface. Below a depth of 10 feet, 100 pci may be used. These piers should be reinforced for their full depth with at least 0.75 percent reinforcing steel, by cross-sectional area. The design should consider the possibility of upward movements of the pier shaft associated with seasonal swelling of the subgrade soils. It is estimated that total upward vertical movements could be on the order of two (2) inches, although it is expected that movements of much a lesser magnitude are more likely to occur because of the resistance to uplift provided by the embedment below the depth of the water table. 4.3.2 Pier Construction Considerafions for Below the Water Table A qualified engineering technician should perform detailed observations of all pier construction to provide for proper foundation performance and quality construction. The engineering technician shall confirm that the piers are founded at the proper depth in the specified bearing stratum. Since the piers will be founded below the groundwater table and in the absence of a rock stratum the excavations will require either temporary casings or a slurry to prevent the caving of the sidewalls. It should be expected that significant amounts of water will enter the casing and that all concrete will need to be placed under water. This can be achieved in one of two ways: Page 5 of 14 � � Rockwood Park Athletic Field and Parking Improvements FE99-012 May 14, 1999 (First Revision) TERR.4-MAR, /NC. Consuiting — Geoteehnical - Environmental ' Construction Materiais Testing � 1. Stabilizin4 the pier excavation bv use of a bentonite slurrv: The slurry serves to keep the excavation from caving by creating lateral pressures on the excavation sidewalls, and by forming a bentonite °cake° at the soil/slurry interface. This impervious layer of bentonite film j"� prevents the transfer of additional slurry into the soil, and maintains the differential pressure at �..� the interFace created by the higher level of slurry in the pier excavation. The slurry suspends smaller soil particles, and inhibits them from settling on the bottom. A small mobile plant is a used to mix and pump the slurry, and to clean it of sand and other soil particles before reusing it in other excavations. � Concrete is then placed at the bottom of the excavation (by pumping through a tremie pipe) which then displaces the slurry as it fills the excavation. If a slurry is used, testing of the slurry will be required to assure that it will provide enough lateral resistance while still maintaining a � low enough viscosity to allow its displacement during concrete placement. Selection of an experienced and well-equipped contractor is critical to the success of this method. � � � � u LJ C�� Q � � � 2. Casin4 of the pier excavations: The casing serves to keep the excavation from caving by confining the excavation sidewalls. Concrete is then placed at the bottom of the excavation (by pumping through a tremie pipe) which then displaces the groundwater as it fills the excavation. In this method, it may be necessary to fill the casings with water such that the level of water in the casing is higher than the groundwater level outside the casing. If this is not done, the bottom of the excavation may become unstable. Adequate removal of cuttings from the water in the casing may be difficult if this method is used, especially if the excavations penetrate into the deeper, sandier soils. The bottom of the pier shafts shall be inspected indirectly using a 20-pound sounding rod attached to a wire at the completion of the excavation and just prior to concrete placement to verify that no sediment and/or muck has accumulated at the bottom of the excavation. This shall be achieved by allowing the rod to rest on the bottom of the excavation and then lifting and quickly dropping the rod over the entire bottom of the excavation. If the excavation is found to have a soft or "sticky" feel, it will be necessary to remove the rebar cage, clean the bottom of the excavation, check the bottom of the excavation again just prior to concrete placement. For each pier, placement of steel and concrete should be completed as soon as possible after the pier excavation is completed. Concrete should be designed for pumpability during placement, with slumps in the range of five to six inches. To provide a reasonable tolerance during construction, a concrete mix design should be used that will provide the design concrete strength using a seven inch slump. If temporary casings are used the concrete within the casing should be at least five feet above the groundwater levet outside the casing prior to casing withdrawl. In addition, during casing withdrawal, a sufficient head of fluid concrete should be maintained within the casing above the groundwater level outside the casing, and care should be taken to prevent intrusion of soil or water Page 6 of 14 l�J � L�J � � Rockwood Park Athletic Field and Paricing Improvements FE99-012 May 14, 1999 (First Revision) TERRA-MAR, /NC. — Consuiting — Geotechnical - Environmental ; " Construction Materials Testing into the pier shaft casing. Rotation of the casing during withdrawal should not be permitted. The concrete level should be maintained near or above the ground surface as the casing is removed. A sump pit will most likely be necessary to receive displaced water and contaminated concrete as the casing is removed. 5.0 PAVEMENT REHABILITATlON � 5.9 Genera! L�J � � The project is to include the rehabilitation or reconstruction of the main parking lot as well as Rockcress Drive. At the time of this investigation, vehicle traffic studies were not available. However, traffic is expected to be limited to passenger automobiles, occasional small to medium trucks, and some busses. It is our understanding that it is desired to utilize the following pavement design: All Parkin4 Areas and Drives Fine Graded Surface ourse — Type "D" HMAC Pulvimixed Existing Pavement Materials, stabilized with Portland Cement, and recompacted in a single lift a Surface: 4.0 inches Base Course: 5.0 inches � � l�l L�J '�I ��l � �i� The existing roadway and parking lot are constructed of approximately one (1) inch of an asphaltic surface course over approximately four (4) inches of crush�d limestone flexible base material. The surfacing may consist of an asphaltic surface treatment, rather than hot mix asphaltic concrete. A grain size distribution test was performed on a composite sample of the augered roadway surface and base material is repo�ted on Figure 13. Based on this test result it appears that the augered material has a gradation close to the requirements for Item 247 Grade 2 Flexible Base Material as defined by the TxDOT Standard Specifications. It may be feasible to reuse the material as a base course for new pavement sections, either stabilized or unstabilized, as discussed in the following sections. While the proposed pavement section is expected to provide suitable capacity in, most areas, it should be recognized that reflection cracking may occur in these roadways. Reflection cracking occurs when cement stabilized base develops shrinkage cracks after construction (in a manner similar to the formation of shrinkage cracks in concrete), and these cracks are "reflected" through the HMAC under loads. The most reliable way to minimize the formafion of these cracks is to keep the water/cement ratio low during construction, but this is not generally done. It should � � Page 7 of 14 � �J � � � � L�J � � � � L�J L�; '�J � � � � I� Rockwood Park Athletic Field and Parking Improvements FE99-012 May 14, 1999 (First Revision) TERRA-/NAR, /NC. � Co�sulting — Geotechnical - Environmental '� ' Construction Maferials Testing therefore be expected that these types of cracks could occur if the pulverized and cement stabilized base is used. It should also be recognized that areas with concentrated or heavy traffic may require more capacity than the proposed section will provide. If it is desired to provide a section with greater capacity, or one with a lower probability of developing reflection cracks, we have also provided alternative pavement sections. 5.2 Alternative Flexible Pavement Sections Below are recommended suitable sections for flexible pavements, based on performance based values recommended by The Construction Specifications Institute. We have provided Iight-duty sections for the low traffic areas, and have also provided medium-duty sections for more heavily trafficked areas (such as the roadway, bus parking, and trash vehicle areas). These sections are considered suitable for the previously mentioned traffic assumptions. If traffic volumes or types differ from our assumptions, we should be notified to review their impact on the recommended sections. Liaht Dutv Parkinq Areas and Drives Surface: 2.0 inches Fine Graded Surface Course — Type "D" HMAC Base: 4.0 inches Type A— Grade 1 or 2 Crushed Limestone Flexible Base Subbase: 5.0 inches Reused Existing Pavement Material or 6.0 inches Lime Stabilized Subgrade Medium Dutv Parkin4 Areas Surface: 2.0 inches Fine Graded Surface Course — Type "D" HMAC Base: 4.0 inches Fine Graded Base Course — Type "B" HMAC Subbase: 5.0 inches Reused Existing Pavement Material or 6.0 inches Lime Stabilized Subgrade 5.3 Alternative Rigid Pavemenf Sections While it is expected that flexible pavement sections will be used on this project, we have provided the following rigid pavement sections if it is desired to use a rigid pavement section. These sections are based on performance based values recommended by The Construction Specifications Institute. We have provided light-duty sections for the low traffic areas, and have also provided medium-duty sections for more heavily trafficked areas (such as the roadway, bus parking, and trash vehicle areas). These sections are considered suitabfe for ti�e previous(y Page 8 of 14 � �'J LiJ � � � L�J � � �� L*�1 L�1 � � � L�J � ��I Rockwood Paric Athfetic Fietd and Parking Improvements FE99-012 •. May 14, 1999 (First Revision) TERRA-MAR, /NC. Consulting — Geotechnical - Environmental �'' ' ' Construdion Materials Testing mentioned traffic assumptions. If traffic volumes or types differ from our assumptions, we should be notified to review their impact on the recommended sections. Liaht Dutv Parkinq Areas and Drives Surtace: 5.0 inches Portiand Cement Concrete Subbase: 6.0 inches Lime Stabilized Subgrade Medium Dutv Parkin4 Areas Surtace: 6.0 inches Subbase: 6.0 inches Portland Cement Concrete . Lime Stabilized Subgrade 5.4 Comparative Capacity of the Pavement Sections For comparison and evafuation purposes, we have calculated (using the AASHTO design equations) the approximate pavement capacity of each of the pavement alternatives, expressed in terms of 18-kip equivalent single axle Ioads (ESAL). Note that ESAL for rigid and flexible pavements are not equivalent. However, for lightly loaded pavements, rough equivalency may be assumed. IPAVEMENT SECTlON Preferred — 4" HMAC over Cement Stabilized Pulvimixed Base Alternative - Light Duty Flexible Alternative - Medium Duty Flexible Alternative - Light Duty Rigid Alternative - Medium Duty Rigid 5.5 Potentia! for Longitudinal Pavement Cracking ESAL Over Design Life 58,000 13, 000 238, 000 119, 000 319,000 Many recent pavement investigations have indicated the formation of longitudinal cracks along the edges of asphaft pavement roadways. These cracks are most commonly found in roads with drainage ditches along the roadside, and appear to form primarily after wet rainy periods followed by long hot and dry periods (such as the Summer of 1998). It is suspected that this mechanism is most likely the result of vertical movement along the pavement edges associated with the wetting Page 9 of 14 �� i� '�J � � u 111 � � � Rockwood Park Athletic Field and Parking Improvements FE99-012 � May 14, 1999 (First Revision) TERRA-MAR, /NC. Consulting — Geotechnical - Environmental ' Construction Materials Testing and drying of these soil materials. !f it is desired to� prevent the formation of these types of cracks, consideration shoufd be given to the use of a rigid pavement section with a stabilized subgrade. Since the northern portion of Rockcress Drive does include shallow drainage ditches along the pavement edges, and the existing roadway exhibits numerous longitudinal cracks, it should be expected that this type of behavior could occur after pavement reconstruction if the current pavement configuration is not altered. !n order to limit the formation of these types of cracks, we recommend that the pavement level be brought as close to the surrounding grades as possible (while still maintaining positive drainage). Additional benefit may be derived from limiting ditch side slope ratios to 6:1 or flatter. The ditches shou(d be designed to provide drainage while maintaining the water levels below the level of any permeable base course layers. It would also be beneficial to provide pavement markings along the edge of the pavement to direct drivers away from the pavement edges. Even with these recommendations, it should be recognized that these types of cracks may occur, and that a!I park maintenance and financia! planning should include regular inspection and sealing of any cracks that may form. 5.6 Pavement Subgrade Preparation Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. This can be accomplished by maintaining at least 1% slope of the r] finished grades and discharging the water into drainage structures �"'� should be performed in accordance with the folfowing procedures: L■J �I u All pavement consfruction 5.8.1 Construction Procedures with Cement Stabilization of Pulvimixed Pavement The following specifications are recommended for the reconstruction of the roadways and parking lots in the areas where the existing base course is to be reused and stabilized with Portland cement: � 1. Pulverize and mix the fuA thickness of existing base course materials along with any existing asphaltic concrete surtacing. 100% of the pulverized material should pass a 2-inch sieve. The pulverization process should be designed to coarsely pulverize the mixture, and not to Q significantly reduce the size of the individual base course gravel particles. It may be necessary to pulverize the asphaltic concrete surfacing in one pass, followed by a full-depth pass to mix the pulverized surfacing with the underlying base materials. Shape the mixed � materials to required grade and cross-section. It shall be verified that at least 5 inches of existing base and HMAC is present. If thin areas are noted, they�shall be thickened to the 5 � Page 10 of 14 � L�l L�l � L�1 �J LJ � L■J � � � � L■�J � � '!J L�I � Rockwood Park Athletic Field and Parking Improvements TERRA-MAR FE99-012 s /N�+, May 14, 1999 (Firsk Revision) Consuiting — Geotechnical - Environmental ' Construction Materials Testing inch level with TxDOT Item 247, Grade 2 Crushed Stone �Flexible Base material rior to the pulverization process. 2. Mix the pulverized material with 5 percent cement to a depth of 5 inches (application rate of 25 pounds per square yard) in accordance with ltem 275 of the Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges, 1993 Edition. Compact the pulvimixed, cement stabilized base to an in-place density of at least 98% of the maximum dry density at minus 2 to plus 3 percent of the optimum moisture, as obtained in the laboratory Standard Proctor compaction procedure (ASTM D- 698). 5.6. 2 Construction Procedures for Sections withouf Reuse of Existina Base Materials The following specifications are recommended for the construction of new rigid or flexible pavements or the reconsiruction of the roadways and parking (ots in areas where the existing base materials cannot be reused: 1. Completely strip and remove any existing base courses, vegetation or other organic materials, and/or any other deleterious materials. 2. Excavate to the required rough grades. A(f excavations should extend at least 12 inches beyond pavement edges. 3. The exposed subgrade should be proof-rolled prior to compaction to detect any areas of weakness. In cut areas, the soil should be cut to grade prior to proofrolling. Proofrolling should be performed in accordance with Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges, 1993 Edition, Item 216, Proofrolling. Any areas of weakness should be undercut to firm soil and recompacted as outlined below. All proofrolling should be observed by an experienced geotechnician. 4. In cut areas, rework the exposed subgrade to a depth of eight (8) inches. Compact to an in-place density of at least 95% of the maximum dry density, as obtained in the laboratory Standard Proctor compaction procedure (ASTM D-698). The moisture content at the time of compaction should be within the range of minus two to plus two percent of the optimum moisture content. 5. Where required, compact the new Crushed Stone �lexible Base in a single lift, at plus to minus two percentage points of optimum moisture to a minimum of 98% maximum dry density, as obtained in laboratory Standard Proctor compaction procedure (ASTM D 698). Where required, stabilize tF�e subgrade soils to a depth of minimum of six (6) inches using six (6) percent hydrated lime at an app(ication rate of 27 pounds per square yard. Compact at plus to minus three (3) percentage points of the optimum moisture to 95% to 100% of the Standard Proctor density (ASTM D-698). Stabilization pracedures should be completed within 48 hours of the completion of Step 4. Page 11 of 14 DRockwood Park Athletic Field and Parking Improvements FE99-012 May 14, 1999 (First Revision) � � L�J L�l � � J LJ 1 � � � r � � � J TERRA MAR, /NC. ' � Consulting — Geotechnical - Environmental ' Construction �Materiats 7esting 5. 6.3 Construction Procedures for Reuse of Existina Base Materials (Unstabilized) The following specifications are recommended for the reconstruction of the roadways and parking lots in the areas where the existing base courses can be reused: 1. Puiverize and mix the full thickness of existing base course materials along with any existing asphaltic concrete surFacing. 100% of the pulverized material should pass a 2-inch sieve. The pulverization process should be designed to coarsely puiverize the mixture, and not to significantly reduce the size of the individual base course gravel particles. It may be necessary to pulverize the asphaltic concrete surfacing in one pass, followed by a full-depth pass to mix the pulverized surfacing with the underlying base materials. Shape the mixed materials to required grade and cross-section. 2. Compact the pulvimixed base to an in-place density of at least 98% of the maximum dry density, as obtained in the faboratory Standard Proctor compaction procedure (ASTM D- 698). At the time of compaction, the base materials should have a moisture content in the range of minus two to plus two percent of the optimum moisture. 3. Compact the new Crushed Stone Flexible Base in a single lift, at plus to minus two percentage points of optimum moisture to a minimum of 98% maximum dry density, as obtained in the laboratory Standard Proctor compaction procedure (ASTM D 698}. 5.7 Pavemenf Subgrade Stabilization Subgrade stabilization may be used in all pavement areas to improve long term performance of the pavement, and to aid in the minimizing of cracking of the pavement section due to seasonal moisture variations after construction. Lime stabilization of the subgrade soils should be performed in accordance with Item 260 of The Texas Hiphwav De�artment Standard Specifications for Construction of Hiphways. Streets and Bridaes. 1993 Edition. Lime treatment shauld include a minimum of six (6) percent hydrated lime for a minimum treatment depth of six (6) inches (27 pounds/square yard). We recommend that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and lime should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soi( wi(( be allowed for fine ] Page 12 of 14 L■J � � � ��l LsJ �� i�� L�J � � � � 'I� Rockwood Park Athletic Field and Parking Improvements FE99-Oi 2 May 14, 1999 (First Revision) TERRA-MAR, /NC. .� Consulting — Geotechnical - Environmentat Construction Materials TesUng grading). After fine grading each area in preparation for paving, the su6grade surface shou(d be lightly moistened, as needed, and recompacted to obtain a tight non-yielding subgrade. Approval of final mixing operations should be based on gradation tests with at least 60 percent on a dry weight basis of the stabilized soil passing the No. 4 sieve near optimum moisture. The lime stabilized soil should be compacted to a minimum of 95 percent of the maximum dry density defined by the Standard Proctor Test (ASTM D 698), at a moisture content within pfus fo minus three percentage points of optimum. 5.8 Pavement Materia! Requirements Hot Mix Asnhaltic Concrete Surface Course: HMAC Fine Graded Surface Course - Item 340, Type D, Texas Department of Transportation Standard Specifications for Construcfion and Maintenance of Highways, Streets, and Bridges, 1993 Edition. Hot Mix Asphaltic Concrete Base Course: HMAC Fine Graded Surface Course - Item 340, Type B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 1993 Edition. Flexib(e Base Material: Crushed Stone Flexible Base - Item 247, Type A, Grade 1 or Grade 2, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 1993 Edition. Cement Stabilized Pulvimixed Base Material: All recycled existing pavement materiai must be excavated and roto-tilled to break down the pavement pieces (may be done in-place) until a consistency simiiar to Item 247 Grade 2 Crushed Stone Flexibie Base is achieved. Cement stabilization should be in accordance with Item 275, Texas Department of Transportation Standard Specifrcations for Construction and Maintenance of Highways, Streets, and Bridges, 1993 Edition. Recvcled Flexible Base Material: All recycled existing pavement material must be excavated and roto-tilled to break down the pavement pieces (may be done in-place) until a consistency similar to ftem 247 Grade 2 Crushed Stone Flexible Base is achieved. If this material varies from the specifled gradation, it must be approved by the Geotechnical Engineer prior to use. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having 28-day compressive strength of at least 4,000 psi or Page 13 of 14 t I Rockwood Park Athtetic Field and Parking Improvements' I.� FE99-012 . May 14, 1999 (First Revision) � lwi n l�' 1�1 � � �II L, !�' � � L'J � � ,� 1�" 1�1 TERR.4 MAR, /NC. Consulting — Geotechnical - Environmental ''¢' '�' Construction Materials Testing modulus of rupture of at least 650 psi, depending on the selected section criteria. The mix shouid be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used in the pavement. We recommend using No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction. Control joints formed by sawing are recommended every 12 to 15 feet in both the longitudinal and transverse direction. The cutting of the joints should be performed as soon as the concrete has "set-up" enough to allow for sawing operations. 5.9 Crack and Joint Sealing In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing subgrade softening of the pavement subgrades all cracks and joints in the pavement should be sealed on a routine basis after construction. 6.0 LlMlTATIONS The recommendations presented in this report are based on a discrete number of soil test borings. Although our field personnel visually survey the site for surface features indicative of variable soil conditions, subsurface conditions may be encountered that differ from these data. In this case, our office should be notified immediately so that the effects of these conditions on design and construction can be addressed. This study was conducted for the exclusive use of Baird, Hampton & Brown, Inc., and their clients. The reproduction of this report or any part thereof, in plans or other documents supplied to persons other than the owner, should bear language indicating that the information contained therein is for general design purposes. All contractors referring to this geotechnical report should draw his or her own conclusions for bidding purposes. � Page 14 of 14 � Rockwood Park Athletic Field and Parking Improvements FE99-012 May 14, 1999 (First Revision) L� � � � LJ � � � l� � !�J LJ � � � �� f�l TERRA-MAR, /NC. — Consulting — Geotechnical - Environmental ' Construction Materials Testing ILLUSTRATIONS � � �� a � � � � � � � � � ' � � � � 1 � '�' B-1 Scale 1" = 200' -� ---Boring Location R� Rockwood Park Athietic Fieid and TERRA-MAR Parfcing Improvements � FEss-o�2 Fort Worth, Texas FIGURE 1 Plan oi Bodngs , ; '�KTi,r i� � � � � � � � � a � � � � � � � � � � LOG OF BORING � BORING B-1 � Project: Rockwood Park Athtetic Field & Parking Improvements Project No.: FE99-012 Date: 3-16-99 Elev.: Existing Location: See �gure 1 Depth to water at completion of boring: 10.0' Depth to water when checked; N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION! SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. DEPTH SAMPLER SYMBOLS DESCRIP710N PI (feet) & FIELD TES7 DATA % % 96 % pcf tsf tsf �� -----------------------------�---------------------^--- ..... .... .... .... ...... ....... ....... .......... j� Very stitf to hard dark brown CLAY 2•5 / I -s � -zo — �1 -i= —ac -ZS -3C �I� ��'' / � / � / � /� ::X::%:� Notes: Completion Depth: 25.0' Seepage @ 15.0' 8ackfilled @ Completion w trace ca careous nodules 2.�s 4.25 - sandy layer @ 3'-4' � 5 3s i 3 2s � i s a.o s.za z.�s (CH) --- ---------------------------------------------•------ ..... .... .... .... ...... ....... ....... .......... Very stiff reddish brown & dark brown is so te 35 �t2 a.s 3.94 CLAY w/ some iron stains (CL-CH} ------------------------------------------------- Stiff to soft reddish brown & gray sandv CLAY ..... .... .... .... ...... ....... ....... .......... 1.5 1.5 - very sandy below 24' (CL) 0.5 FIGURE NO.: 2 TERRA-MAR, INC. � � LJ � � L�J � � � � � � � l�l � � � L, LOG OF BORING BORING B-2 . Project: Rockwood Pa�k Athletic Field & Parking Improvements Project No.: FE99-012 Date: 3-16-99 Elev.: 533.5' +/- Location: See Figure 1 . Depth to water at completion of boring: 12.0' Depth to water when checked: N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. OEPTH I SAMPLER SYMBOLS DESCRIPTION 96 yy % P� % pcf tsf tsf (feet) & FIELD TEST DATA - o � -------------------------------------------------------- ..... .... .... .... ...... .........•-••. .......... - / Very stiff dark brown CLAY w/ trace _ calcareous nodules' 2•�5 _ : / 2.75 530 — / 2.75 _ / 22 61 77 44 105 3.0 2.52 _-5 / " / - / / J 525 - (CH, • ---�---------------------------------------------------- -........ .... .... ...... .............. .._....... - / Very stiff reddish brown CLAY w/ -lo ' some iron stains & sand 2•�5 . � _' — / 520 - / - / _-15 / 19 40 15 25 111 2.0 2.00 . / ' / 515 - / / 2.0 _-20 / ' / � / cc�y =----------------------------------------•-------------- ..... .... .... .... ...... ....... ....... ......... _ sio - Stiff to soft reddish brown & gray � sandv CLAY � �� "_25 _- very sandy below 24' iCL) sos - _-30 soo - .-35 � Notes: Compietion Depth: 25.0' Seepage @ 15.0' Backfiiled @ Completion !�I TERRA-MAR, INC. FIGURE NO.: 3 � 1 � � � � L.1 � � � � � � � � � � � � � a LOG OF BORING � BORING B-3 Project: Rockwood Park Athletic Field & Parking Improvements Project No.: FE99-012 Date: 3-16-99 Elev.: 533.1' +/- Location: See Figure 1 Depth to water at completion of boring: 10.0' Depth to water when checked: N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYM80LS MC LL PL -200 D.D. P.PEN UNCON. DEPTH I SAMPLER SYMBOLS DESCRIPTION oti gr, o/, P� o/, pcf tsf tsf (feet) & FIELD TEST DATA —o -------------------------------------------------------- ..... .... .... .... ...... .... • -' 3.5.. .......... , j Very stiff to hard dark brown CLAY w/ trace calcareous nodules . 2.75 530 � 18 52 14 38 112 4.0 4.69 _ ' 2.5 �-5 j 525 � rlo `—' , � / 520 �" / _ / rls ' 1 sis — / lao � _ � � / 510 — � _ !� �-zs sos -- r30 500 -' �35 � Notes: Completion Depth: 25.0' Seepage @ 13.0' Backfilled @ Completion (CH) ------------------------------------------------- Very stiff reddish brown CLAY w/ some iron stains (CL) — �------------------------------------------------ Stiff to soft reddish brown & gray sandv CLAY - very sandy below 24' 7ERRA-MAR, INC. (CL) . .... ...... ....... ..... ... �17 42 14 28 116 3.5.. ..2.61 ..... .... ..... .... ...... ....... ....... .......... �.o 20 31 13 18 109 1.0 0.65 0.5 FIGURE NO.: 4 � � � � L'_"J � 6�1 � � � ��1 � � � � � � � I.�J � LOG OF BORING BORING B-4 � Project: Rockwood Park Athletic Feld & Parking Improvements Project No.: FE99-012 Date: 3-17-99 Elev.: 531.4' +/- Location: See Figure 1 Depth to water at completion of boring: 9.0' Depth to water when checked: N/A was: N/A Depth to caving when checked; N/A was: NIA ELEVATION/ I SOIL SYMBOLS � � � DEPTH SAMPLER SYMBOLS DESCRIP710N MC LL PL -200 D.D. P.PEN UNCON. (feet) & FIELD TEST DATA °k 96 % P� % pcf tsf tsf —o � ----•-------------------------�----------------------•-- ..... .... .... ,.... ...... ............... .. Very stiff dark brown CLAY w/ trace 2•� sso -. calcareous nodules Z,o - 2.0 ' 2.25 ' _ 5 2.75 . I 525 = '. rJ + �CE'i� � ----------------------------------------•--------�-�^-- ......... ....._... ...... .............. ... :�' Very stiff reddish brown CLAY w/ �� -lo some iron stains � 3.5 szo - / . / •� / (CL) - --------------------�---------------•-------------- ..... .... ..... .... .. .... .............. .......... ' Very stiff to soft reddish brown & � -ls ;' gray sandv CI.AY 3.25 515 ^ / • � I ' / ' (" ' " -20 / I . � 510 -. � _ I . / ^:' - very sandy be,low 24' (CL) —25 I 505 — • —30 500 — —35 495 — Notes; Completion Depth: 25.0' Seepage @ 15.0' Sackfilled @ Completion TERRA-MAR, INC. 1.0 0.5 FIGURE NO.: 5 . J � � L�J � � � � � L!I f� � � � � � LOG OF BORING � BORING B-5 Project: Rockwood Park Athletic Field & Parking Improvements Project No.: FE99-012 Date: 3-16-99 Elev.: Existing Location: See Figure 1 Depth to water at completion of boring: 9.0' Depth to water when checked: N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS MC LL PL -200 D.D. P.PEN UNCON. DEPTH I SAMPLER SYMBOLS DESCRIPTION qy yo % P� % pcf tsf tsf (feet) & FIELD TEST DATA —0 � ----------------------------�--------------------------- ..... .... .... .... ...... ....... ....... .......... Very stiff to hard dark brown CLAY 2•25 � w/ trace calcareous nodules 2•25 � 2.0 ' (CH) .. a.s • --- ---------------------------------------------------- ..... .... .... .... ...... ....... ....... .......... Very stiff reddish brown & dark brown 3•�� -5 CLAY w/ some iron stains . / . �/ � -io / 22 67 18 49 102 2.5 2.11 / I . / . / / —�---------------------------------�CL) ------------- ...... .. .. -is --- . . . . . . . :' •:'•: Stiff to soft reddish brown & �io ss� �ia 2i �ii2�� i.s ��.2a � gray sandv CLAY . � � / � -zo � I � . i , � . . %� � L� _- very sandy below 24 (CL) -25 -30 n -35 �.i � � Notes: Completion Depth: 25.0' Seepage @ 13.0' Backfilled @ Completion TERRA-MAR, INC. � 7.0 0.5 0 FIGURE NO.: 6 � � Ll L;J L� �•J � L� LOG OF BORING BORING B-6 ] Project: Rockwood Park Athletic Fieid & Parking Improvements � Project No.: FE99-012 Date: 3-19-99 Elev.: 533.5' +/- Location: See Figure 1 Depth to water at completion of boring: 15.0' Depth to water when checked: N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS MC LL PL P� -200 D.D. P.PEN UNCON. DEPTH I SAMPLER SYMBOLS DESCRIPTION gy % yy gf, pcf tsf tsf (feet) & FIELD TEST DATA - ° --.1.0" As ahitic Concrete &�4.0" Base . ::::::::: :::: :::: :::::: :::::::......: :::::::::: - --P...---- - ------ - . a:o' _� Hard to very stiff dark brown CLAY 3.5 : �w/ trace calcareous nodules z2 s3 t� as ios s.25 a.ss / 3.0 530 = / 3.25 _-5 / . . / _ / 525 - / ' ' ----------------------------------�CH�.------ ----- ...... . .. � -io , --•- . . . . . . - Very stiff reddish brown CLAY w/ �20 � 4d� �is 2s ��io� � z.o ��2:sa � some iron stains � � � !CJ 1�' � � L^1 � � l� " / sza - / _• / (CL�---------------- -is n , ' ---------------------------------- - - Soft reddish brown & gray sandv _ • CLAY sis -, / -20 / ' � _' / ' sio - �,1� _ L� _- very sandy below 24' (CL) -zs sos - _-30 500 - -35 Notes: Completion Depth: 25.0' Seepage @ 15.0' Backfilled @ Completion TERRA-MAR, INC. ........ .... .... ...... ....... . 0.5". .......... o.� o. � FIGURE NO.: 7 � � L1 � I�J L�l � � � � � � LJ � � � � � � � LOG OF BORING BORING B-7 � Project: Rockwood Park Athletic Field & Parking Improvements Project No.: FE99-012 Date: 3-19-99 Elev.: 534.1' +/- Location: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS MC LL PL P� •200 D.D. P.PEN UNCON. DEPTH I SAMPLER SYMBOLS DESCRIPTION g{, �/, % % pcf tsf tsf Ifeet) & FIELD TEST DATA �-o -------------------------------------------------------- ......... .... .... ...... ....... ....... .......... , % Very stiff to hard dark brown CLAY z•5 w/ trace calcareous nodules 2•25 � 24 58 17 41 3.5 - 3.5 s3o � (CH) a.5+ -- s — s2s -- J io 520 = �15 515 � . �20 510 � �25 505 � .�-30 500 � �35 ' Notes: Completion Depth: 5.0' � Backfiiled & Patched @ Completion TERRA-MAR, INC. FIGURE NO.: 8 � LJ �1 � � L�J � I -, � � � � LJ � � � LOG OF BORING � � BORING B-8 . � Project: Rockwood Park Athletic Fetd & Parking Improvements Project No.: FE99-012 Date: 3-19-99 Elev.: 534.6' +/- Location: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: N!A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS MC LL PL P� -200 D.D. P.PEN UNCON. I DEPTH I SAMPLER SYMBOLS DESCRIPTION % % % % pcf tsf tsf lfeet) & FIELD TEST DATA -o ------------------•------------------------------------ ..... .... .... .... ...... ....... ....... .......... _ --,1.0" As _ahltic Concrete & 4.0" Base;- ••••• •••• •••• ••�• •••••• •••••-• ••••••• --�� - -----Q------ ------ . 4.5 •--- - --------------- --------- _� Hard to very stiff dark brown CLAY 4.25 • w/ trace calcareous nodules 4.0 � 3.5 ' (C}�) 21 56 15 41 3.25 530 - _-5 -- 525 - --10 520 - -15 515 - -20 510 - _-25 505 - .-30 � �. 500 - -35 � -. � Notes: Completion Depth: 5.0' Backfilled & Patched @ Completion FIGURE NO.: 9 i � , TERRA-MAR, INC. � � LOG OF BORING � � BORING B-9 � � Project: Rockwood Park Athletic Field & Parking Improvements Project No.: FE99-012 Date: 3-19-99 Elev.: 532.9' +/- Location: See Figure 1 Depth to water at completion of boring: Dry O Depth to water when checked: N/A • was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS a DEPTH SAMPLER SYMBOLS DESCRIPTION MC LL PL P� -200 D.D. P.PEN UNCON. (feet) & FIELD TEST �ATA % % % % pcf tsf tsf -0 -------------------------------------------------------- ..... .... .... .... ...... ....... ....... .......... . --.1.0" Aspahltic Concrete & 4.0" Base : . ..... .... .... .... ...... ....... ....... .......... _. . . . .---------- - ------------------------ � •'•'• —�. Light brown & gray clave sandy _ ......... .... .... ...... ....... . .......... 4.2 ' 4.5 '� '�GRAVEL (GC-S ?(FILL) _; za 59 i� a2 a o -------------- ---------------------- s3o � Hard to very stiff dark brown CLAY 3.5 , w/ trace calcareous nodules � _ (CH) 3.25 '� 5 � 525 � � ' 10 � 520 -�� -15 � -. � 515 � �20 � ` 510 -• � �25 � 505 - � �30 � 500 -� � ` 35 � Notes: Completion Depth: 5.0' Backfilled & Patched @ Completion FIGURE NO.: 10 Q7ERRA-MAR, INC. � � � � � � � � � � � � � � � � � � � � LOG OF BORING � BORING B-10 Project: Rockwood Park Athietic Fietd & Parking Improvements Project No.: FE99-012 Date: 3-19-99 Elev.: 534.3' +/- Location: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: N/A was: N/A Depth to caving when checked: N/A was: N/A ELEVATION/ SOIL SYMBOLS MC Ll PL -200 D.D. P.PEN UNCON. � OEPTH I SAMPLER SYMBOIS DESCRIP�ION o� % °k P� % pcf tsf tsf (feet) & FIELD TEST DATA _ ° --.1.0" As ahltic ,Concrete & 4.0" Base ,% ::::: :::: :::: :::: :::::: ::::::: .. �.... :::::::::: .. .... ----------p-------------------------------------. a.2s -� Hard to very stiff dark brown CLAY 3.5 .• w/ trace calcareous nodules 4.0 • 24 58 16 42 3.75 sao -� (CH) 3.0 .-5 _ . szs -� -io szo -� -is sis -� -20 sio -� • _-zs 505 — , _-30 500 — —35 Notes: Compietion Depth: 5.0' Backfilled & Patched @ Completion FIGURE NO.: 11 , , TERRA-MAR, INC. , a .- lJ lJ � l� L�'J � BORING LOG SYMBOLS AND TERMS FOR SOIL SOIL AND MATERIAL TYPES* Clay (CH, CL) � Silt (MH, ML) Sand (SP, SVI� � �. •r y•% Gravel � .. �. _�t � �GP� G� ■Asphalt Paving SAMPLER AND INDICATOR TYPES Thin Walled Shelby Tube �Standard Penetration aBulk/Grab Sample _� Water level = at Completion � Depth to Caving at Completion Shaley Clay — _ (CH, CL)' Silty Clay (CL, CH)• �Sandy Clay (CL, CH)• � •r• ��f � Clayey :'r:":?",'rE; Sand (SC)' 'e;a:aa• d�:•e:: Concrete p•P�.uO Paving :c•a.;. � Rock Core mTHD Cone Penetrometer �Solid or Hollow Stem Auger � Water Level on the — Date Indicated Boring '�—Continues •Note: Dual symbols are used to indicate borderline and mixed soil class�cations (� STRENGTH OF COHESIVE SOILS �"� Soil Pocket Penetrometer ConsistencV Readinq, tsf � Very Soft . < 0.25 Soft 0.25 to 0.50 Firm 0.50 to 1.00 D Stiff 1.00 to 2.00 Very Stiff 2.00 to 4.00 Hard > 4.00 � Description � Stratified Laminated � Fissured Slickensided � Blocky �-y Calcareous t'� Ferrous L�' �!' LJ !�' DENSITY OF GRANULAR SO(LS SPT Blows Relative per foot, N Densi 0 to 4 Very Loose 4 to 10 Loose 10 to 30 Medium Dense 30 to 50 bense > 50 Very Dense DESCRIPTIVE TERMS FOR SOIL Criteria Alternating layers of material or color with layers at least 1/4" thick Alternating layers of material or color with layers at Ceast 1/4" thick Breaks along definite planes of fradure with little resistance Fracture planes appear polished or glossy, sometimes striated Cohesive soil that can be broken down into small hard angular lumps Containing appreciable quantities of calcium carbonate. (Reactive with HCI) Containing appreciable quantities of ferrous oxide�ron nodules and/or stains Parting Seam Layer Trace Few Some Numerous Dry Moist Very Moist Wet Inclusions Inclusion < 1/8" thick Inclusion 1/8" to 3" thick Inclusion > 3" thick < 5% of sample 5% to 10% of sample 10% to 25% of sample 25% to 50% of sample Soil Moisture No obvious water in sample Sample is damp without excess water Sample is damp and water is visible Sample bears free water SOfL GRAIN SIZE Soil Grain Size in Millimeters 152 76.2 19.1 4.76 2.00 0.420 0.074 Boulders � Cobbles � Gravel Sand Coarse I Fine Coarse ) Medium Fine 6 3 3/4" 10 0 2 0 � U.S. Standard Sieve Size TERRA-MAR 0.002 Silt ; Clay � 270 � FIGURE 12 � . � � � � � � � D � � � � � � � � � � GRAIN SIZE DISTRIBUTION TEST REPORT - ASTM D422-63 Project: Rockwood Park Improvements Fort Worth, Texas U.S. StandaM Siew Openinp In Inehes � � � � 100 t I�� 1! 1( 1 t� 90 80 • 70 • � « 1\ � so �\ T y .� . = 5° \ � Project No.: FE99-012 Testing Date: 3/30/99 d � \�`� a � � � 30 - 20 � \ .� ��, .., \ � 0 ----- •------- --- — ---- •--- 1000 100 10 1 0.1 Grain Size - mm 0.01 0.001 , ' Le end Borin No De th % Gravel % Sand % Cfa 7Silt LL PI �--�- � Bu k ' 0" 5" I 75.2 I 24.8 I N A I N/A N/A l.egend Boring No Depth Material Description USCS --�- Bulk 0"-5" Brown 8� tan Sandy GRAVEL w/ asphalt debris GW --�— N/A N/A TxDOT Grade 2 Flexible Base Minimum Specifications N/A �—�— N/A N/A TxDOT Grade 2 Flexible Base Maximum Specifications N/A TERRA-MAR, 1NC. FIGURE NO.: 13 � U.S. Standatd Skw Numbers ��m�� I I I 1 � D � � � Q � a � � � � � D � � � � � Rockwood Park Athletic Field and Parki�g Improvements FE99-012 May 14, 1999 (Firs! Revision) TERRA-MAR, /NC. Consulting — Geotechnical - Environmental Construction Materials Testing APPENDIX STANDARD FlELD AND LABORATORY INVESTIGATION PROCEDURES n Rockwood Park Athletic Field and Parking Improvements TERR�1-MAR, /NC. L.! FE99-012 May 14, 1999 (First Revision) — Consulting — GeoteChnical - Environmental � ' ' Construction Materials Testing 0 . � , FIELD tNVESTtGATION PROCEDURES The borings for this investigation were staked in the field by a Terra-Mar staff engineer using � simple taping procedures from reference points noted on the site plan provided by the ciient. Ground surface elevations were estimated from topographical maps, when possible. A field log of each boring was recorded during field drilling operations. These field logs and soil � classifications were reviewed/verified by a geotechnical engineer in the laboratory through visual classification. Samples were visually classified according to color, texture, predominant material type, consistency and density. Results from the laboratory-testing program along with the visual �"� classification of each soil stratum were used in the determination of the USCS classification for �.1 each soil stratum (ASTM D-2487). Finalized boring logs are provided in the report, as noted in the table of contents. Please note that the lines of soil demarcation represent the approximate soil Q boundary between differing material types, and that the actual transition between the soil strata in the field may be gradual. Truck mounted drilling equipment mounted on an all-terrain vehicle was used to advance the � borings to the completion depths using rotary wash or air drilling, or continuous hollow or solid stem auger procedures, unless otherwise noted. Soil samples were foil wrapped and sealed in plastic bags, for moisture control, and were marked to identify the boring number, sample depth, � and job number. Unless notified to the contrary, soil/rock samples/cores will be stored for 90 days, 'and then discarded. Field soil/rock sampling procedures were performed in accordance with the following standards: � Thin Walled "Shelbv" Tube Samplinq (ASTM D-1587� This sampling method consists of pushing thin walled steel tubes, with an approximate 3 inch � outside diameter, into the soil to be sampled using pressure provided hydraulically by the drilling rig, or manually by the field technicians. This sampling method is typically used on cohesive soil samples, and produces samples that are relatively undisturbed and suitable for shear strength Qtesting, consolidation testing, permeability testing, and in-situ density approximation. Samalina bv Auaer Borinq Method "Grab Sampte" (ASTM D-1452) QThis sampling method consists of sampling the soil samples by removing representative soil samples from the continuous flight augers used to drill the boring, or by removing soil samples from the cuttings brought to the surface by the augers. This method provides highly disturbed � samples that are appropriate for classification purposes only. � � � � Groundwater Observations Groundwater observations were made during drilling operations, and when appropriate, after a period of at lea'st 24 hours. It should be noted that the use of water during coring operations can make the determination of groundwater conditions difficult. When necessary, wash water was bailed out of the borehole to a depth below the depth of seepage observed during drilling operations. � � lJ � � L�J � � � �I� � [�!J L�J lJ l!' [�I l�J l�'J Rockwood Park Athletic Ffeld and Parking Improvements TERR.4-MAR, //�lC. FE99-012 May 14, 1999 (First Revision) ' Consulting — Geotechnical - Environmental Construction Materials Testing LABORATORY INVESTIGATION PROCEDURES The laboratory testing program was directed primarily toward the evaluation of the physical and engineering characteristics of the underlying site soils. Identification tests were performed to classify the soil samples according to the Unified Soil Classification System (ASTM D-2487) by a Geotechnical Engineer, unless otherwise noted. The results of this laboratory testing program are shown at the appropriate sample depths on the boring logs, or on the appropriate figures. Unless otherwise noted, laboratory procedures were perFormed according to the following standard procedures: Moisture Content (ASTM D-2216� Natural moisture contents of the soil samples (based on the dry weight of the soil) were determined for selected samples at selected depths. These moisture contents are useful in delineating the depth of the zone of moisture change with an increase in subsurFace depth, and can be useful in locating the groundwater table. The moisture content can also be useful in analyzing and evaluating the expansion potential and/or shear strength of soil samples. The results of the test(s) are reported at the appropriate depth(s) on the boring log(s). Atterbera Limits "Liquid and Plastic Limits" lASTM D-4318) The Atterberg Limits are given as the particular moisture contents of fine grained soil materials when they meet the requirements of a predefined test. In particular, the Plastic Limit (PL) is given as the approximate moisture content at which the soil material begins to behave more like a plastic material than a semi-solid material. Similarly, the Liquid Limit (LL) is given as the moisture content at which the soil material begins to behave more like a liquid material than a plastic material. The difference of these two test values can then be calculated, and is known as the Plasticity Index (PI). Larger PI values indicate an increased ability of the soil material to remain in a plastic state with changes in the moisture content. The results of the test(s) are reported at the appropriate depth(s) on the boring log(s). The Atterberg Limits can then be used in conjunction with other parameters to classify the soil according to the Unified Soil Classification System (USCS). These parameters are also useful in evaluating the expansion potential of the fine grained soil materials with fluctuations in the moisture content. Grain Size Analvsis fASTM D-422� Grain size analysis tests were performed on selected samples to determine the particle size and distribution of selected soil samples. The distribution of the soils coarser than the Standard Number 200 Sieve were determined by washing and dry sieving the soil materials over a set of nested wire cloth sieves. When necessary, the distribution of the soil materials finer than a Standard Number 200 sieve were determined using a hydrometer sedimentation process. The results of the test(s) are given on the Grain Size Distribution Report as noted in the Table of Contents. � L�'J L� L�J � � � Rockwood Park Athletic Field and Parking Improvements FE99-012 May 14, 1999 (First Revision) TERRA-MAR, /NC. Consulting — Geotechnicaf - Environmental ��' � Construction Materials 7esting Unconfined Compressive Strenath of Soil Samaies (ASTM D-2166) The unconfined compressive strength testing of the soil sample(s) was performed in order to evaluate the undrained shear strength of the soil material(s). �or this test, a sample with a minimum length to diameter ratio of 2:1 was used whenever possible in order to reduce end effects during testing. If the ratio was less than 2, a correction was app(ied according to standards listed in the ASTM manual. The resu(ts of the unconfined compressive strength test is useful in evaluating the shear strength of soil materials in undrained conditions and can also be used to determine the amounts of cohesion present. The results of the test(s) are reported at the appropriate depth(s) on the boring log(s). Pocket Penetrometer Shear Strenath Evaluation � A small hand held penetrometer device was used in the faboratory to evaluate the shear strength of relatively undisturbed cohesive soi( samp(es. In this test, the flat tip of the device is placed on a flat portion of the undisturbed sampfe. A constant pressure is then applied until the device � penetrates the sample a predetermined amount. The approximate shear strength developed is then read on the side of the device in tons per square foot, and is reported at the appropriate depth on the boring log(s). This test is valuable in developing relative correlations of the Q consistency of soifs across the site, and can also be used as an indication of the in-situ moisture content relative to other samples. �+ � � � � � � � � L�J � � � TO: � � � � � � I�'� � C �,J � L*J �� l�J PROPOSAL MR. BOB TERRELL City Manager Fort Worth, Texas FOR: ROCKWOOD PARK LIGHTING & PARKING IMPROVEMENTS Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughiy examined the pians, specifications, and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Parks and Community Service Department Director of the City of Fort Worth. The "Approximate �uantities" category is for informational purposes only. The Contractor shall be aware that the Proposal contains both Lump Sum and Unit Price items. The Contractor shall be paid on the basis of actual installed quantities on items that are not Lump Sum. , If the lowest bid received exceeds the funds budgeted for the project, the City reserves the right to decrease the quantities contained in any line item or to eliminate any specific line items before the award of the contract in order to bring the work within budget. By submitting a bid, the bidder acknowledges the City's right to adjust or eliminate line items and agrees to honor without recourse its line item bid price. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish, if applicable, Performance and Payment Bonds approved by the City of Fort Wo�th for performing and completing the said work within the time stated and for the following sums, to-wit: BASE BID: PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICF_S WRITTEN IN WORDS _ PRI{'LF �,M�D •�' `��Doo °`' ,L�Dob•� Unit 1 - Civil / l -/ I di' �4�r 1. 1 Lump Sum Unclassified Excavation (Approximat � � � � 1,000 C.Y.) @ � pc�J�N� �.� � �_�4• $ , J�, FvRrY- �� "7�w i� /�ous�r�✓� Dollars & � � CF"s1 yo Cents per Lump Sum 10,875 SY 2%Z' TxDOT Type "B" HMAC Base Course for Parking Lot @ �yE. /Yn $ �� $��% Dollars & Cents per SY 10,875 SY 1%2" TxDOT T e"D" HMAC Surface Course �� ? / �`' for Parking Lot @ —� $�� $ �>�. v��/ �h'R� �J Dollars & ✓Yn Cents per SY !�J � � � � � � � D � D Q � � � a � D � � PAY APPROX DESCRIPTION OF ITEMS WITH BID ITEM QUANTITY PRICES WRITTEN IN WORDS 4. 3,200 SY 2%s" TxDOT Type "B" HMAC Base Course for Streets @ �v�' � � '�w�NTf' -�i �� »� C:� 7. r;� � �La 11 12. UNIT TOTAL PRICE AMOUNT BID n �.s.�� $ 4� � Dollars & Cents per SY 3,200 SY 1%z' TxDOT Type "D" HMAC Surface Course ,Sp /��6 �� for Streets @ _� $�_l $ ��, �i�i�E� Dollars & �iFTY Cents per SY 03 ,/� 15,000 SY 8" Pulverization of Exist @ , ��o $�,f $ � �� '� )l'� Dollars 8� � %f/PEE Cents per SY �n �� na,� 250 Tons Cement for Stabilization @ �� $� $ r��.. /�N� l"/�/^'��D Dollars & �Yu Cents per Ton 1535 LF 6" Curb & 18" Gutter @ �-�'� $ �oL �� $ �7 , �D � �D � "" E� Y� Dollars & � , fi�7� Cents per LF 0 65 LF 18" SD RCP @ � $�a� $��/��./ �X 7� f Dollars & /!�a Cents per LF � ��"o �' 65 LF 24" SD RCP @ $�� $ � S�U�n�T v Dollars & �� Cents per LF -�� °/° � 3 Ea. Adjust Existing Manholes @ �/' $ i c�v $��• . f�v�N �7t/H.�'��D Dollars & /'�D Cents per Ea. 1 Lump Sum Paint Striping on Parking Lot @ ,/ $�� $��D �� T �.rry� �'�,r� �''!/j✓px�'b Dollars & �� Cents per Lump Sum 13. 675 LF Remove & Dispose of Existing Outfield Chain Link Fence on Ballfield #2. Provide New Chain Link Fence to Match Existing Adding Top & /� S�� 1 �� Bottom Rails @ $.l�_ $ �/�i� • ..3��'v<`�✓T��''� Dollars & Fi.CT Y Cents per LF 0 � � � � � � � � � � � � � � � � � ' � PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT � TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 14. 1 Lump Sum Storm Water Man ement $�d �� $�� D�'� ��c vF�v.sA� �i�E�„�EoDollars & ,�f�o Cent� er Lump�S m n� lS %�4�5� /�'�„� �- �� .c �i �; .E�4 N r .�� Z�r�. � °� �i Qa� . Ga•r�.'j.t�.��yCzu7rc�Ps �yr, rF��rs `% ��v Unit 1 - Civil Subtotai $ ��, !�� SJnit 2- Electrical "z � f�d � Dc�� 1. 2 Ea. Modifications to Existing Lighting oj i� Controller @ � $ O�d � $„ ,%, Od D� (�^'� %1n�1.5��✓J Dollars & ' /�'o Cents per Ea. 2. 3000 LF Feeders and Splices to Serve Light � 9 �i Fixture Poles @ �j/ $� $ �i / �� /'��'� Doilars & /l�� Cents per LF � 3. 1 Lump Sum Excavation (Approx. 117 C.Y )@,�- $�� 004 �� ,�400,�1 � v� /ia01./S.4�b Dollars & 11�r Cents per Lump Sum 4. 5. 6. 7. 8. 9. 1 Lump Sum Sand Encasement (Approx. 13 C.Y� @ D�E /t/n�a.ftrri-� i��i� 1 Lump Sum Backfill (Approx. 98 C.Y.) @��' _�' /� ^' fh'0 =�✓`iC! N,D � . ��d 1 Ea 1 Ea. 1 Ea 1 Ea. $ ��O-�—b a� $ ��QO.°i oD Ilars & � Cents per Lump Sum o� o:. $ �/O �_�Q � $ /d D�D, � Doilars & Cents per Lump Sum ,� ,�, Pole, Base, Freight and Fixt res "1A1" �$/�G�� • $��d�- �i E��✓ �o��,�,�b Do- Ilars & � dS'� Cents per Ea. er� d� Pole, Base, Freight and Fixtures "1 A2"@ $/%4�� • $��Qe%� � �z E�� ✓ �Qus�t�� Dollars & � %Y� Cents per Ea. Pole, Base, Freight an�ixtures "1�" @ $ / �Dp• � $ �� a� � Fyt'�' /�/oafs f�� Dollars & � �'�o Cents per Ea. / o/ Pole, Base, Freight and ixtures " B ': @ $ �oZ4�'�� $ �oZ,�d� ' �Ei v E' �aNs�g,✓� Dollars & � �o Cents per Ea. � D � � � a � � � � � Q � � a a � � � PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT TOTAL iTEM QUANTITY PRICES WRI7TEN IN WORDS PRICE AMOUNT BID 10. 1 Ea. Pole, Base, Freight and�tures"C1" @ $ ODdov� $/�, dG�� ,.��✓%Hou.ss�Nz� ' Dollars & � .�'✓o Cents per Ea. 11. 1 Ea. 12. 1 Ea. 13. 1 Ea. 14. 1 Ea. 15. 1 Ea, 16. 1 Ea 17. 1 Ea. 18. 1 Ea. 19. � 1 Ea. 20. 1 Ea. OD � �/ Pole, Base, Freight and Fixt res,�.2" @ $ 1�0�b.� $�� 1jj� .. �£r,/ /Ho�� jr►"��P Dol4ars & /Y�, Cents per Ea. Pole, Base, Freight and Fixtur "1 C" a� $1 �, _�I 4� $1� DQ� e/ 1�� f/o�r�� Dollars & � .1'✓a Cents per Ea. °' /11 �OD �� Pole, Base, Freight and Fixt s"1 C�",@ $ d�OD , $ / �i� '�iyo�3,'FN-� Dollars & /'�� Cents per Ea. ar Q °% Pole, Base, Freight and Fixy.�res "2A�1�"@ $��' $�� y ��cr +�l f' 7Nac�`�1�✓' Dollars & /Uo Cents per Ea. �� Pole, Base, Freight and Fix ures "2A2" $��' $�l' p��' / 0 �� Dollars & � /Y� Cents per Ea. Pole, Base, Freight and Fixtures "261" $�PO�'-/ � p' D0�"o`� .�/yNT /N��-� Dollars & /Yo Cents per Ea. 0 Pole, Base, Freight and Fixtyres "2B�2"@ $�� '� $��P� bf �i¢HT /�/�'� �� Dollars & � � Cents per Ea. Pole, Base, Freight and Fixtu� .es "2C�1�" a $�OD��/ $ T� D00 �� ,�'�¢HT 7�t�j�sR�� Dollars & � �'� Cents per Ea. . �/ O �l Pole, Base, Freight and Fixt�res "2C2�"Q $��d ' $�l �� "il�i1-r '7t/o�'A� DoBars & � /Y� Cents per Ea. Pole, Base, Freight and Fixt�. es "2C3�"Q $��'A� $ �• �� '�j �,��3' l`/n s�+� Dollars & 1'� Cents per Ea. � � �M � #� f �� ' �I L�J � � � PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 21. 1 Ea. Pole, Base, Freight and Fixtures "2� @ $ � uv�� I� $� a�i� �'� �/4h'Y /h'�t�;,s��✓� Dollars & '� � .5�� Cents per Ea. a.. °� 22. 2 Ea. Photocell and Control Wir��g @ � $�DD :� $� %%d� � �i�,�Ec ��a7�'E� Dollars & �lYo Cents per Ea. 23. Lump Sum Removal of Existing Light Poles, Crossarms, . Guy Wires and Fixtu es �� Y�/��T'� /ilo./s ��.1 �o 24. 80 Ea. Relamp and Clean Existing Fixtures O•r/E' `a f�F,p J BASE BID SUBTOTAL Unit 2 - Electrical Subtotal � AL7ERNATES: #1 500 LF � � 1 � � � � � Install New Post & Cable @ D Da� a� $,..,Z O, pDd �'� Dollars & ' Cents per Lump Sum $ oa .°'" $ �OD�+6r Dollars & Cents per Ea. $ �.Z�?� � � /o Dl�. � / $ ��(D o / /✓ � °.�' , � v �-� $L°' $ sooD.°� Dollars 8� /1�� Cents per LF #2 1 Lump Sum Add 6' Asphalt Shoulders to Access Roads (Including Removal and Replacement of 325 LF of Chain Link Fence and 1 Ea ��-Oa� �� Dd •� Manhole Rim Adjustment) / � $ $ � �� f�'% Y � �/Yt %/iDa3s?r.r p� & � .��e Cents per Lump Sum �� '� / % #3 1 Lump.Sum Demo Scoreboard on BalifigId #2 �$ b�` $ f� ��- -3� x ��R'��'�b Dollars & �� Cents per Lump Sum #4 7 EA. Relocate Existing Wood Poles °� °% From Ballfield #2 to Ballfie,,l� #3 a�! $ ��L-�v� • $ �j ,� �4d , ��i�✓�`' //�o�.fR.�/.n oD Ilars & � d�� Cents per Ea. � � PAY APPROX DESCRIPTION OF ITEMS WITH BID aITEM QUANTITY PRICES WRITTEN IN WORDS � � � � � � � � � � � � � � � I UNIT TOTAL PRICE AMOUNT BID #5 1 Lump Sum Use of Federal Wages Rates in Lieu of � /f� ��sjit'!� � City of Fort Worth Wage Rates `/ $� $ �� ,��'� Dollars & �� Cents per Lump Sum RECAPITULATION: Unit 1- Civil Base Bid Unit 2- Electrical Base Bid ! �� D ,/O � �� C� � �J� (�/ � working days) working days) working days) working days) working days) working days) working days) OA � �z %�a4�, � � o+� $�i��Z, �o Od � $ r , � /%QG� ,i $��DDO D� $ � Q� �� $�, 5 OD� °.� or $ � o�, ! Alternate #1 ( Post & Cable Fence) ( Alternate #2 (6' Shoulder on Rockcress Drive) ( Alternate #3 (Demo Scoreboard on Ballfield #2) ( Alternate #4 (Relocate Existing Wood Poles) ( Grand Total ► U ( A. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use '�ax Act. B. The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of the contract by issuing to his supplier, an exemption certificate in lieu of the tax, said exemption ce�tificate complying with State Comptroller's ruling tax, said exemption certificate complying with the State Comptroller's ruling #95-0.07. Any such exemption certificate issued by the Contractor iri lieu of the tax shall be subject to the provisions of the State Comptroller's ruling #95.09 as amended to be effective October 2, 1968. C. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractor 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 7278, as � amended by City ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. • D. The undersigned agrees to complete all work covered by these contract documents within Sixty (60) Working Days after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less that the "Prevailing Wage Rates for Highway Construction" as established by the city of Fort Worth, Texas effective June 6, 1995 as applicable. � � � � a a Q � � E. Within ten (10) days of receipt of notice df acceptance of this bid, the undersigned will execute the formal contract and will deliver applicable Surety Bonds for the faithful performance of this contract. The attached deposit check in the sum of $ Dollars ($ �° ) is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and appiicable bonds are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. F. G. In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous price for construction thereof to the City or to reject the Proposal. 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 the foregoing bid: Addendum No. 1 (Initials) �%�� Addendum No. 2 (Initials) �%�� Addendum No. 3 (Initials) Respectfully submitted, � ��a�� (Company Name) > �- /' � �Ja.rs Lo>r i�.4�io�es� /�Yti a By� , G�%� �.�, Q(Authorized Signature) Address: �/%/ l%�DK J: , a ��b��.�,,A�-� ��o�j. , aTelephone: ( v i i ) ��/�� , �7� � / ��J � � SEAL (if corporation) Date: �� , 1999 � � . ' ( ''�;e'.� ��.. '� • . - . ' . i: ¢%=�i .' `!' � .. ' i y' ��t�, �, ' . . . . � .? } *y{-�ji Y ' ... .',, , . y��t` ;,.. . . . � r:,� '`'��, . . . . .:ATTACHMENT 1A . - , .F��r.�7� : ., . . ,..;; . :��r Page i of Z . . . . �.: ;,�. �l rQf t FO.t`�'ili(OPtil . .. ; ., , C! � � Minority an.d Women`k3usi�ess�Enterp��eciffcations . � � . , . . . - �. . , . ", ,., � :r,i , �,+,:.: � ;� s+n, ,�lc ��-A 4it'-'` . E i a ., .,,�; v � � . �;�-MBE/WBE��ITIL! � ��►N�/CF�� . .� . � � . ��:•. .. .. _ .. ._.._.. . . �i�►�I , . . � � . : . ��,�� s��s ��,��:��.�,.�:%�� `��`r�9 �OCT..�,��.., . � . . � :�. -�,� PRIME .C� MPANY NAME ' . . , . • . :� , . . �, ' ` , r +. �� ` t BID DATE ' � i .;, �,�/ . ,',, . /«G �Y L,/D6f> � �1� � =�`'. , . . •- � • • , t � F 'r .. �. b� ,�' /E� `�- ; i PF20,lECT NAME . , . . . . ..... . . .. .. . _ . . , r.,�,� ,, . �l/ �� I•�%% ` ,�: �/ / �' ,� �.� { . . : . � � . y = PRWECTNUMBEft-._..._�_ _ <... •-- . 7 :► � • ;�• . , . , � ':"' . ' , . x; �� _ , .� • ' 4 � � CiIY'S M/WBE PROJECi'.COAL:. , ,_�,�r;, ��,•.y •'��;� ;, r;,� , S �, �, ,,}�.� 1�'yBE ,PERCEPti'AGE ACH[EVED• .� .� ,,�7,�j I..,..5 ' Y. � "� ,., nr: .. � ,� �� c /t�Ll��/��,..�'� � , ' ' �i��. . . .'�;'i�� . . . � . 7" Pr r�.,'� +i, . .� 7�:�`.>;5�,rc � F ... .. ..• . . , . .� -... : .t s•.,.:t .� : . . m. . ,_.. ...�.:..:+i; Faiture to comptete this farm, in tts entirety vsriti�'supporting.docum�otat�on; a'nd received by..the Managing D�patTtrrient on or before 5:00 p.m. �ve (5) City�business days��after bid openirtg, exclusfve of bideoperiing date, will result,in the3bid being considered non-responsive to bid speci�catfons.�.-x-�•� _��. �ti . �; .:,,�... ', .. . ',..,.�., _ ,.;� .., ,� �. � . ,,, ' , , : ;,� .. . . . • � ..,. � . . , .. .. '" •, . . '. ., i.' ' . s .�u i'�1;:::�'�_^,'^'... _ `3v:": . . ., i ' . y. _ :��> . . , .. .. , , ... , _.. ., _ ... ,. ..- '?. . �.. . �'. •5' 't , . -�rw , . . -�. .... ..�..�. . .. ... , a. . .. .. . " .� �_ ,. :. . . , � The undetsigned bidder.agrees�to en�e�.inio'a;�fomial`,ag�eement vVitti #he;MBE andlor WBE��irtns for work listed:iri.ihis � schedute,' conditionetl upo� execution �oi a contract�'�irith`':tfie ��i#y .p#: �ort'.Worth.'.„, Th�e;�:�tnteniipnal,"anilfp� know�ng � misrepresentation of facts is g�ounds for consideratfon of disquafification and will tesutt in the bid bein�' consldered t�on-responsive�#o spec,ffications. � . .�.J � ` `"` K �" . ; �. � ... �k:. :' ...,,.,... . �,,, ��..t • • . ' .. i, . . -'It .. 'f, .� . .M1, ! r, •.� , ?��Y'r�.S�� E, i..:�. �..1, .� ., j• , � +� . . . .. _ �,W R ,'�.{ ' . :... , � .. ;. . ' � ; . ,. , �� . .. � . ': :!� r. ,4a:.?.�': ,,.Company Name� Contact�Name� .. Cert#�ied., �: $pqcify All Contracting�� :�: Specify All ltems to be •: � ��-- Doilar Amount Address, and 7elephone No. ,,,R � Scope'�of Work(') � � '. Sup�lied(•) �, � � ,:; . .,;.,_,..„, -,:g:�'.°}`�' , . ;�.: . ,. ; - � 2�= � , ,�;�:. , ; . .. � �G .r �. . <'; ....tfil.jr. . . . i i k' ...�. �r -.,.w...�. �;��t p 4 {1 3 t.+:. �riM . � V x � . "+, i : . . , � . - . . ', ' . t W � ` =�.•' . � _ �' . � � y ,. , ... . .. , . . -. . �,.a s+� .,.aw'+:��. , . . . . . , . . , . ., y ;L-. ". S �S (�'��G��tC.+�fL"��'Y'I�F� ..____ ,�'�-c:f,��'lC�j'L:... . .. -• . ;--.' .;-.. --..,. .,_-...._ ._._ _. _ ....� M�.,.:;..- . t�n�t�' �.�T'AiYC�� Lb � o . : . . . . - : - �. � v�' � ��n,.�'� ��s� - .. (�� o � . iy.�^?S �%�.��,:/' . . . . . . .. . . . 1�. , ��'�' `�..� . / �' l�/ W��%I/ s�� !N/'1J�+1 4• � • �''r�" �, �, f ' - .... . ,' . . . , . . ., .. > �' , ia3f,:'v „ ' • , . . • � • , • . - , .:3 , '"�`i"•:. A///-.ci�'.•• , .i '' � .. � -�, . .t. _ ' . _ ., • �`e�w�f'�:fr. �f�� . , .... • . . • . ' . . . . . • . . �, - , �E"'' � t�:ti:':': t. t',i.^.:� , •. • ' a ' : . f'; ; , ,.. 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' , . . • . , • i?: � • . . . ,.... � _. .... ......._. ..�. .... � ., ,.. . � . .. , ..„ ..,.....��., ....„.�, . ......... .. . .... ........ .,..d:..t.G.... !� MNYBEs m�t be tocated fn the 9(nfnej county a�arketpiace o� currendy dotng tiusl�esa i� the rtu�rketplac� at the time of btd. • .��•, ,.;,M..;�t•, . ,. . , . . . . ,,� . `,Ci SPecity a11 aross in vrhich MWf3E's aro to be' utilized andlor itemd to be supplied: .. _ ,.... . .„ . .. . ,�. :;:"i*; Y,— ('► A complete tisting of items to be supptied is roquirod i� order to roceive crodit toward the UAMIBE pwl. , �'••�� "� • . . . . � � ?("j Ide�iify each Tier fevel. • .. 7ier: Mearts the leyel of snbcoMrac#io� balow the p�ime contractodconsultant, l.e., a' direc! payment • trom the prim� contnctor to a subcontractw fs considercd 1" t1er, a payment by a subcorrtra�ctor to . . . . _. . � . . . � its suPpiler is eonsidered 2"� lJef. � ` �,r - �• ' . . - � _ .. . _ . . . `,,:.,-, : , . ...... . ... . . . . _.. . � -. 7�,'� . . _ _ . _ _ . � .. _ . . .. ._ .. . . . . _._........,_... _ . « � .^. _ , .,, e., , , .;.�,..:�..L'._' _ . _ ' ..:W"rG.:^}. -�r - _., _ _. - _. . _ __ f _ ...� -_.... .. _. � �„ ~= , ' v . �.. � , . _ , ._ ;:- �-� •:' - `1 t, . - i;` :: � : . �.$��ty,+`r ,:"• :. :..:: : • . . a; ;,i;;_ : �«� F:' �. , r, . -.., ; •-•. � �.:. .. , � >^ ^7Y; .., ,�?' . �..:5 f�rt�, n t.?' f'Z.F.....i.;f�t' J;��".'�f�:r�aYA;= . .� . ��.� � 'i��'u #�",'� P'T � . ,� •., s . .li: n� �-..��i^ w &.{ �'_." ' " THIS FORM MUST BE RECEtVEO BY 7HE,IV�WNAG(NG,QEPAR�MENj BY,S 00 p.m:� F,(VE (5j CITY BUSINESS DAYS AFTER Blp • ,� � � � � �� OPENING� �JCGLUSII/E OF TN� ��D,OPENlNG DATE -- -- -• - ` ` =- f-- ..._ __... . ---- — --. - Pa es 9 �and 2 �of Attachment 1A?iii� �'' x �ti��Ve � b - _ �:;�- � ' �-� ,z ,, _---�- --- -- �..�e�;�� F � � = �- -- - - - S . ust be rece y the �Managing Depa'rtrrient .. . . ��,' . � . � ��%. k.�#,�ti�::. , , � ' - - --:.�:..�., 4 . • ' . ..� ', . ."�,� , i';��,�~,�, ' . . , . � • ., . . , . , ATfACHME �`' � ; , , - � � � . . . . Pag .',:. �t ��1� _ ,.. _, - ti.•`,;;,,, �� . `jr -rr'��1�� y��,�3�%`IL �r0��1..,::,j�'`• r�r+ i-4. �+? • ��' � � � . '� ' ' Minorityy`and �Women��usin�ess`�Enterprise Speci�cations � �:�` �'�= �� • � M1J. x f '� • . � � � . . 'MBE%INBE� UTILIZATION . � � - .. - , Company�N�mej�G�ntactN.,a�i(e;. •� :��:erti�ea. �Spec�fy,Alf Contractl�ig_ �:. S�p,e,�i�y ATl:lt�rirs to'iie��. -. �,• : ;,:;1}�OtI�r.Am Address, and fielepfione No. � • � � � Scope.�f 1NorK�`} � _ Supplied(•j_. �. ..: ,� : . :,.� __.. . ...�,.._ . _. �j ' . . . .. .. .s .... V .. .� .''! , " `. : , � i �~ . =1" � r" , ," . ....... .... . , . k :� =� ...L�,.�R; ' � . . • ' �f � r-�t4�''. x Ll � A • .... .............. ...._ J. �`�?'t�d. ° .. . Z +' � .� f • - .. , t � . . ......,._.. ........ _ •- -�'-y,�.' N :��. F .�:.=i-. ' . . . ... . . , . .. . , ,. r ......«... . ...l�.. ... - ....4.. .�.. 1 r . ..... . ... .'�...... �... {. ....: T.... ...y...a.....�.y ..,., µ , .'r. ... arFr..:C� .'Y �.tr . . . � . .. �h .�.�1 �� tin. �ei�K1......+. e .. s. �^�ra _ T.'ix 3A.nsw• . • ... � � . �. r . -. . . Y E .. .«.w . .. . . . •+. .. . FM \ V " t : . i1 t' .710 �. � ':'lyY.�� y d ` .uAr+y!r -. . e .- ��., ... .. 'e.�^� [:.�'L��.. .... ,r: .�1.�.�:.�?�{ti, 'x� �..a. N, . :... � , .ri _.i.. . d� .. . ♦�. ,.' . . , y; ,. . • , • ._ , .. . . _ ., .... . . . , � ' . , • , . ' . � ... � "..", :.a`� �4.': �� b• •.. • �� , ';� '. i3� �' i'�i�a`.: ',.i: , • ' ' .. � .. . . j�`;i .., :f�:t:.' . • ., ' . .,•`�i.:'�.i�i2 f � . ' n -. ... e: � , ... _ . . . .... . . . . .. . . . . ... . ... . .. .._ . r .... .. � � .. . . , yi,,... . , . . , ' ` , . . , .. . .. . �.. , -,- . - � o- . .. .. . .. .. .. ...a�z �e., z. _ � � • .. . , .. • . . • . , . , . � . . ' • � . , v .. . � � . . . , � . : ( . r , � . . - i : , ' : 5..4.i: . � .. s .. '� . . . + 1.. . ,qi, .. . . . . � r� ;.t= ' S.'i< '.�si. . -._. i .n�ry�� .� �.�;�;,L� i:ilrr e ._. • i. .. ... �! .r '• ..1 .:.�. � ... . � ,r,.': -t• .� �? +.. � ' r ' .. , �'., '.1' A'�.,4: j, . :.i:.tt� .� �! . jy�r�':?-.j'.. GA.r�•� � . . .< . ..�e� .. �,{ 1:. 4•, ..v .. . • -. . � , . �� . . � j� , � . ; _. .. _ . � O ' r ...�t' ; t"-�(�t t: ^'. I�,.� I r.. . , ...l�. .�.r .� � �P �^Ek•1Mwrr�Y �OEi^ . +i u � .. .., i l..�.s4•�. ...��.... -. x . i .. . . . •.... .. .t .. .. . _ .. . .� .. 4'�}�'<iMJ• � . � . . -... _ . . � . r` .. :.. -" .��V.r . .r....... � .. �„v. . . . . . , �. ,m ,,,. ., ,.: .y .. . ,. ... � .. ,. .� • • : � , � .� ..'.. . ' ,. _ .��,'��'�;.r... ; • � . . . � ..,. " p .. ^ � , .. .. . , � i` . ' ` � . �.. ...� ...r n ! • . ri•';,. • ' • ,'y r�^i:, C7� 1 ;'�1;��.e.�i. ' .� . ; . . . • S + ... . , ,.� . ,' 3 . , . �. � � ' . � . , �� ' .. '�: ` �� . � . ,. , . . ..._. .. . . , . ., . _ . .. , . .. . - . f'-. i. .._.._. — --; � - . .. _ . . _ . 'F_ , '. .. : ' . . _. _. - ..,r..__'.. . t• � ti . � . ,. The bidder further agrees to provide� directly;to the City upon request, compiete and._accurate infonr�ation r actual work pertormed by all subcontractors,,including MBE(s) andlor WBE(s) arrangements submitted with t The bidder alsosagrees to, alfow an audit andior examination of any books� reco'rds �and files�held by thetr comE � will substantiate the actual work perEormed by the MBE(s) and/oc WBE{s) on this contract, by �an autho�ized c . employee oi the City: Any' intentional andtor knowing tnisrepresentation of faats wi(f be grounds for �tennin: . contract or debarment from City work for a period of not tess than three (3j years and for initiating action ander State or Local laws conceming fatse statements. �Any failure to compty with this_ordinance and c�eates a . breach of contract may resutt in a detertninatior� of an irresponsible offeror and barred from participating in c � ior a period of tiine not less ihan one (!) year. > . � � � ^� � � � • � .;... ' ; ': ... ...u.. . .. ... _ .... .w...,..,. . . . . . ._... . .. .... . , _ .. , . . . . � MBEs an MUST BE CERTiF1ED BY THE CITY BEFOR CONTRACT AWARD.. __ . . � �=' ;�-�� t�� !N; ��' � �,��l.T . _ ......... ..� . . Authorized �Si�re': P�inted Signature �' ,. -. - . , .'��r •• . �'�si�%'�?h' 7'� � � . . , . � .. . . . . . . . . . _. ._ .. � . �..'Citte _.. _. , .. . _,.. �. . . . . . . .. . , .. �. . ..... . , Contact Name and Titie (if different) ,� _..,.,,�... �-�- ��A�� S�s � ,��Yo�s /.�� . . �� 7� �"yo 9 � - � �� . ... Company Name ..; �....:�� . ..- .. . .;., ,. .,.Y,:, . ....7elephone Number.(s)�� ; �'�.` . ." �:=Q�:��ws:�� . . � 9l/� ��ai�'..Sr..: �..: �� - .._ : . . ., . �'�.� �t',�'��-�-�..�_ .. . ..:..:.. .. ...-:.�. .. . Address . yy ' � " : ' � Fax Number ' '� ' ' � ' .' . � � �' '. � , , � / %�!/�nTyih'� � � %�� _.. ;.. .. �� / . �/ . . ' � �. • . • CitylState2ip Code � • � -> � - , ' � � ''• � � • Oate � � • • '`�'' . . . . , ..,�;,3.. �:. .. �a:;s;.,t;:. . .. . .. •;:.: � .,. , . � . , s> . . . . . . , - . , . - �:.. �'.: ._ . _, '��; , . , , = ....' _,._-.�• . .. ,.. . .. .�..V w.'�� n � W.. ..., � .. w.^,. .�� . ... � . _...... - , er. .... .� .. �... �.�..... .._...'� � "" � '.'� �� " ry ' ., , TH1$ �ORM MUST BE RECEIVEO BY ,T.HE MANAGING DEPARTMENT BY 5:00 p.m.� FIV�. (5) CCTY. BUSINESS, DAYS AF `' � • ' ' •; ' Y:�sj�' " �' ' ' OPENING,{�XCI.USIYE OF�THE BIO OPEtJING DATE • � ' "' ' '`�` '" +{ w�A'� . , xi, t . > F ., ' n;>�,..A'.,t � s.Fa.'.iY«,i�'s�,. �'t�:. .� . _. ! • _.. •t . ... �� -��"' � •- • Pages 1 and 2 of Attachment.lA must be received by the Managing Department t-- , , ;1 3,��1'�` �" _ .. . , ' '- ^;f:.i.i:•i,'F�::�i � i" }5'y,� { '• , it i:.E _� . . . . _ + � . �4� i � . 4t i. L'* � , . . , , , - , , c ' . ._, .. ._. _ ,.. �.,_.._...:�1:�'_6`:....f:,a. f �! L�J � � � � � � � Li! � � I�i O � IL�J I�I � L`� CT'.l'Y OF F012'i' WOR'I'H HIG�tAY CONTRUGTION PRP,'VATLING WAGE RATE FOR 1995 CLASSI�'ICATZON RATE Ci�A.SSI�ICFII`rIOF1 Rp►�.'E AIi2 TOOL OPERATOR ASFHALT RAKFR ASPHALT SHOVELIIZ BATC�iING PI.AN'I' WEIC��Et BAZTFR[30ARD SETI'F.R ��R COI�ICREFE FINISiiII2 (PAV) OONCR�.�I'E FINISFiEft (S�!'RS) cONC�E`I'E RUBBER ELDC'ITXCIAN F�.AGC�'�2 FORM BUiI�DER (STRS) k'c3RM LIMcR k'ORri sET'I`�:2 ( PAv & cfJRB } Fo� s�R cs�uc�.vx�s) LABORII2, CC�10N I�BOR�R. LJmILITX �zc OILER SII2�IICH32 PI [�EDRIVER PIPELAYF�2 BL�ASrI'ER POWER EW I PMF.�V'P OPF�F2ATORS ASPHAL'I' DISTRIBLITOR ASPF�ILT PAVXNG MAC�iINE BR0�3 OR SWEEPER OPE�TOR BULLDOZER, 150 HP OR LESS BULLD02ER, OVE� 150 HP CO!�iC�TE PAVING C�3RING MACH. CK?NCRE,TE PAV FINISHING MAGK. CONCRETE PAVING FORM GRADER CONC�ETE PAVING JOINT MAC�i. �OI�iCREi`E PAVING JOINT SF�iI,K CANCRE].'E i'AVi�iG FIAAT OOi�iCRETE PAVING SAW CXhYCRE� QAViNG SP'RF.�ER SLIPF'ORM MAC�iINE C,RANE.�LAM�SZIFL, B�1CIQ�iOLE, DERRICEi, DRAGLINE, SHOVEL ( LESS THP.N �. 1/ 2 CY } GRAI`IE,C��Ah •L�i•L, HA(�iOLE, DERRICK, DRAGLINE, SHOVEL (1 1./2 CY & OVER) CRUSFi ING OR SGi�1�IG pLT OPR . RT•�lATiNG GRADIIi FWM2ATIOid DRIL�L OPERATOR (CRAWLER MOi3IV'TED) . FOUNDATZON Di2ILL OPER�TOR ' 57.554 $8.565 $8.255 $9.37�. $8.920 59.447 $9.345 59.058 $7.733 $12.761 55.598 $8.717 $8.913 $8.686 58.427 56.402 57.4b1 510.658 �8.698 S8. �,04 57.500 $8.509 511.333 $8.404 59.053 $7.908 58.703 $9,160 $8.213 59.453 �8.500 59.042 57.350 $7.875 $9.290 s9.750 59.000 $9.000 $9.513 510.517 59.500 POWII7 F70UIPMF�`i'P OPFRAZ� MII,LIHG MAC�iINE OPF.�2ATOR Mi�R (OVII2 lb C.F. ) t�ux� (�s c.F. & r�ss) MIXER- cONCRE�TE PAVI�tG MOTOR GRADkYt OPg2A?'OR (FINE G�DE) . MO'I.'OR GRAt)�2 OPII3A7'OR PAV�1d'P MARKING MAC�iINE POSTfiOLE DRILLER OPERATOR ROLLFR, ST�, �iEEL (PI�AN'P-MIX PAVEMEI`ImS) ROLLE;R, SZ'�L WF�EL (FLA�EI� OR TAMPING) �20LI,II�, PNF�]MATIC SEL,F- J?RO SCRAPER- 17 C.Y. � LESS SC�APkR- dVER 17 C.Y. SID� BOOid TRACI'�R- Q2�iLiLER TYPE (150 I-II� & �FSS) TRACl'OR-- GRp,WLER TYPE (OVER 150 HP) TRAGTOR �PI�(�lATxC TRAVELING MIXEg2 TREf�iC$iIIVG MAC�iINE-LIC�iT �1�itiSi(�iINt3 MAC�iINE-HEAVY WAC�i-DRIL,L, �ORING MACaiil�iE REINFORCIHG STEEL S��TER (PAVZHG), REII`Fb'ORCING S`l'EEF� SEI7.`F32 ( S`1'FtUCiiJRAL, ) S`rEEL WORi�t-STRUG�Tc3RAL STGi�i FREGTOR SPRE�IDER BOX OPERATOR BARi2ICADE SEftVICER ZOriE WK. r�oc� sic�rr zrtsTA�,r� (QEpMF1N}�3dT GROUND) TRUCK Df2IVIIZ-SINGLE AXI,E (LIC�iT} Txvcx nRlv�-sxNGLE A� {HEp,Vy) mRUC�( DRYVF�t-TANAEM AXLE ( SIIr11--TRP.II,F.R) TRUC�C bREV�R-L�GWFSOY/FLAAT TRUCK ARIVER�TRANSIT MIX TFZCTCK Y?RIVER WINC�i VISRATOR OPFRATOR 4tF.I,DER 56.650 $9.000 s7.9I3 59.500 510.346 $9.891 $5.402 $9.000 $8.339 57.963 s�.�as $3. �.38 .58.205 •57.793 $8.448 $8.873 57.735 $7.615 $8.18$ 512.498 59.000 $9.218 $11.548 $16.300 S].1. 435 $6.988 $6.402 $6.402 $7.A65 58.067 $7 . 816 $9.653 57.507 ss.zoo $7.000 510.�k59 $10.000 � JUN� 6. 1995 HL�I�i RESUURCES 95HGHVY I�J � � �I � � � � � � � � � �� I�' �a ('I'RIICK MOtJNTk�) k�OUNDATION IiitILL OPR i�LPER FRO�IT IIV'P LOADE�t (2 7./2 G'Y OR LESS) FROriT ENT I,OADER (UVER 2 �./2 CY) HOISP (DOUBLE DRUM & LES�S) JUNE 6, 1955 cx� oF �rokT wo�rx HIG�-biAY WNTRUCriON PREVAILINc3 WAGE 12ATE FOR 1995 $11.138 58.823 $9. 3].7. $8.917 H[7MAN RF.SOURCES 95HG�iV L�J l'�I O Lil P�SMEN*o,�y U.S. Department of Housing and Urban Development �Q °� Office of Labor Relations y* 0��II� *� Texas State Office, Southwest ZaG I I� I�� 1600 Throckmorton Street 9e�+�voEVE`-oe Post O�ce Box 2905 Fort Worth, Texas 76113-2905 August 20, 1999 Ms. Deidra Emerson Fiscal IAGM � Fort Worth Community Development Agency 1000 Throckmorton Street Fort Worth, TX 76102 � � � �� L� L�J � � �`9 1�1 Dear Ms. Emerson: Subj ect : Proj ect Numl�er : B98MC4:� OOi G Project Name : Rockwood Park Project Proj. Location: Tarrant County Fort Worth, TX Enclosed is a copy of schedule of Wage Rates, Decision Number TX990045 and TX990046, of the Secretary of Labor, dated 03/12/99. These schedules must be made part of the contract documents for the subject project. Should you have further questions please let us know by calling Evelyn Drinkard at (817) 978-9355 Ext. 3350. Since ely, � . ias . F g on L� bor elat on Of f icer Enclosures � � � � � � � � !�� L� � � � � � � � � General Decision Number TX990045 Supzrseded General Decision No. TX980045 State: TEXAS Construction Type: HEAVY HIGHWAY County(ies) : COLLIN GRAYSON ROCKWALL DALLAS JOHNSON TARRANT DENTON KAUFMAN WICHITA ELLIS PARKER HEAVY AND HTGHWAY CON�TRLTCTION PROJEC'I'S ID7 WICHIT?�. COUNTY ONLY. HIGHWAY CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES Modification Number Publication Date 0 03/12/1999 ----------------------------------------------------------------------- TX990045 Page: 1 l�J �� L�J �� Li! � � �� l�l � � �� COUNTY ( ies ) : COLLIN GRAYSON DALL�,S JOHNSON . DENTON KAUFMAN ELLIS PARKER SUTX2043A 03/26/1998 AIR TOOL OPER.ATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB FORM SETTER-STRUCTURES LABORER-COMMON T,ARORER-UTILITY MECHANIC OILER SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DR.AGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRUCK MOUNTED FRONT END LOADER MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADE OPERATOR PAVEMENT MARKING MACHINE ROCKWALL TARR�NT WICHITA Rates $ 9.00 9.'55 8.80 11.51 10.30 10.50 9.83 8.84 ].5.37 7.55 9.82 9.00 9.24 9.09 7.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 10.39 1�0.50 9.92 Fringes 11.04 10.00 11.83 9.96 8.62 10.30 11.97 10.96 7.32 ----------------------------------------------------------------------- TX990045 Page: 2 !', 0 � � L�, � L!� � L�al � �i L#� � � � ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS 9.06 ROLLLR, STEEL WHEEL OTHER FLATWHEEL OR TAMPING 8,59 ROLLER, PNEUMATIC, SELF-PROPELLED 8.48 SCRAPER 9.63 TRACTOR-CR.AWLER TYPE 10.58 TRACTOR-PNEUMATIC 9.15 TR.AVELTNG MIXER g,83 WAGON-DRILL, BORING MACHINE 12.00 REINFORCING STEEL SETTER PAVING 13.21 REINFORCTNG STEEL SETTER STRUCTURES 13.31 STEEL WORKER-STRUCTURAL 14.80 SPREADER BOX OPERATOR 10.00 WORK ZONE BARRI C.ADE '7 , 3 2 TRUCK DRIVER-SIATGLE AXLE LIGHT 8.965 TRUCK DRIVER-SINGLE AXLE HEAVY g,02 TRUCK DRIVER-TANDEM AXLE SEMI TRAILER g,�� TRUCK DRTVER-LOWBOY/FLOAT 10.44 TRUCK DRIVER-TRANSIT MIX 9,47 TRUCK DRTVER-WINCH 9.00 VIBRATOR OPERATOR-HAND TYPE 7.32 WELDER 11.57 Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (v) ) . WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be. � * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling � On survey related matters, initial contact, including requests for summaries of surveys, should be with the wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the � Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. � � TX990045------------------------------Page:--3------------------------- l� With regard to any other matter not yet ripe for the formal � process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: � Branch of Construction Wage Wage and Hour Division U. S. Department of Labor � 200 Constitution Avenue, N. Washington, D. C. 20210 Determinations W. 2.) If the answer to the question in 1.) is yes, then an � interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: � � Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the � interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. l� � l� L�J � � L!J � � � � 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION ----------------------------------------------------------------------- TX990045 . Page: 4 !�! lJ � � � � � � C� �� General Decision Number TX990046 Sup�rseded General Decision No. TX980046 Sta�e: TEXAS Construction Type: HEAVY County ( ies ) : JOHNSON PAR.KER TARRANT Heavy Construction Projects (Including Water and Sewer Lines) Modification Number Publication Date 0 03/12/1999 � _______________________________________________________________________ TX990046 Page: 1 L�! COUNTY(ies): � JOHNSON PARKER � TARRANT PLUM0146B 05/O1/1998 . �j Rates Frin es U g PLLJMBERS/PIPEFITTERS------------------18_98-----------2_79 -------------------- ------ L!'1 � �i L�J L1 � O � � � G�, � L�1 � O � SUTX2047A 06/01/1990 Rates Fringes CARPENTERS 10.40 $3.64 CONCRETE FINISHERS 9•81 ELECTRICIANS 13.26 FORM SETTERS � �•86 T�ARORERS : Common 6.37 Utility 8.09 PAINTERS 10.89 PIPELAYERS 8.43 POWER EQUIPMNENT OPERATORS: Backhoe 11.89 3.30 Bulldozer 10.76 Crane 13.16 3.30 Front End Loader 10.54 Mechanic 10.93 Scraper 10.00 REINFORCING STEEL SETTERS 10.64 TRUCK DRIVERS 7.34 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in �he labor standards contract clauses (29 CFR 5.5 (a) (1) (v) ) . WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted --------------------------------------------------------.--------------- TX990046 Page: 2 l�! '�J � L!!J �', �� L�' � L� Ls] � L!, L�1 i��, � L�J � because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial cor.t.:�ct is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction.Wage Determinations. Write to: Branch of Construction Wage Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. Washington, D. C. 20210 Determinations l� 2.) If the answer to the question in 1.) is yes, then an interested party (thosP affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.} If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) Al1 decisions by the Admir_istrati�r� Review Bo�rd are final. END OF GENERAL DECISION ----------------------------------------------------- . Page. 3 � � � � � � �� . �� WEATHER TABLE MONTH JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER ANNUALLY AVERAGE DAYS RAINFALL (1) 7 7 7 9 8 6 5 5 7 6 6 7 80 INCHES RAINFALL (2) 1.80 2.36 2.54 4.30 4.47 3.05 1.84 2.26 3.15 2.68 2.03 1.82 32.30 SNOW/ICE PELLETS (3) 1 * * 0 0 0 0 0 0 0 0 * 1 I (1) Average normal number of days rainfall, 0.01" or more. I (2) Average normal precipitation. � (3) One inch (1 ") or more. * Less than one-half inch (1/2"). Unseasonable weather is defined for contract purposes as rain/snow da.ys which exceed the average number of days or inches of rainfall in any given month. This table is based on information recorded at the former Greater Southwest International Airport, Fort Worth, Texas, covering a period of 18 years. Latitude 32° 50' N, Longitude 97° 03' W, elevation (ground) 537 ft. L � Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. R°" The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non- resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at �- an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the State � in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. � Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is �'' attached. B. Our principal place of business or corporate offices are in the State of Texas. a � � BIDDER: � (please print) � VENDOR COMPLIANCE TO STATE LAW � Please Check or mark with an "X" � :.ts.... -�, ►■c!_ •�t . • �. 12W-'1 C. �� L,f'.�J 2 rJ �� (please print) (please print) r _-- � �1 Signatur . � � - , Title: � �c� �P�61Y�� City State � X THIS FORM MUST BE RETURNED WITH YOUR OUOTATION � � VENDOR COMPLIANCE TO STATE LAW Zip =7�0�6 � iri L CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor certifies that it provides Workers' Compensation Insurance coverage for all of its employees employed on City of Fort Worth Project Number � ,. P P�. � , �cz �.r, _ � . �o�CN ��a.� eoa�tR_K�zon�, � ,UC , CONTRACTOR ' _-- , �� ,� 0� � y: �t c . � � ��o� �t� ^ .�. �[1C:[� w��51 .f��l�S'C . Title !� STATE OF TEXAS COUNTY OF TARRANT' � �I�J_� �p. O �h<F, �`� tr sr �`' ��EOFtE� AUDREY M HI�.� � NOTARY PUBI_IC e STATE OF TEXAS � My Comm Exp 09-08-20O1 `, �� i f� � � � � BEFORE ME, the undersigned authority, on this day personally appeared Ma�t �,a�� known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of �om�u�� for the purpose and consideration therein expressed and in the capacity therein stated. GNEN UNDER MY HAND AND SEAL OF OFFICE this '� day of ��iL��ry�;, 19 <� r'' � �J �°� � p� (((�� , � � �� i� . � i"-� �'\. ��. � � '� Y 1�.. � p- _ � � �� Notary Public in and for the State of Texas a. Contractor agrees to provide to the City a certificate showing that it has obtained a policy of Worker's Compensation insurance covering each of its employees employed on the project in compliance with State law. No Notice to Proceed will be issued until the Contractor has complied with this section. b. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of Worker's Compensation Insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certi�cate to the City. CON"I"RACTOR COMPLIANCE - WORKERS' COMPENSATION -l- �. � C� I� C� {� �t C� �1 Q�{� i� c� �1 C7 a t� C'� TO THE EMPLDYER/CONTRACTOR: Pursuant to Texas Worker's Compensation Commission Rule 110.110(d}(7), a contractor engaged in a building or construction project for a government entity is required to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers' compensation insurance. The notice required by this rule does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Commission rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer's employee population; (2) be displayed on each proj ect site; (3) state how a person may verify current coverage and report failure to provide coverage; (4) be printed with a title in at least 30-point bold type and text in at least 19-point normal type; and (5) contain the exact words as prescribed in Rule 110.110(d)(7) without additional words or changes. The notice on the reverse side meets the above requirements. Failure to post the notice as required by this rule is a violation of the Act and commission rules. The violator may be subject to administrative penalties. � �� ' �� REQUIRED W017:KERS' COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing Iabor or transportation or other service related to the proj ect, regardless of the identity of their employer or status as an employee. Call the Texas Workers' Compensation Commission at 512-440-3 789 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. CUBERTURA REQUERIDA DE w �w w �r w� � ,�r w� r � +�r r M■■N � � � rw � ,� COMPENSACIUN PARA TRA�AJADORES La ley requiere que cada persona trabaj ando en este sitio o proporciona servicios relacionados con este proyecto de construccion tiene 9ue estar cubierto por aseguranza de compensacion para trabajadores. Esto incluye personas que pro9porcionan, cargan, entregan equipo 0 materiales o proporcionan mano de obrra, transportan, o cualquier servicio relacionado con este proyecto, sin considerar la identidad del patron o estado del empleado. Llame a la Comision Tejana de Compensacion para Trabajadores al 512- 440-3789 para recibir informacion de los requerimientos legales de cobertura, para veri�car si su patron le ha proporcionado la cobertura requerida o para reportar falta del patron en proporcionarle cobertu � W TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK The contractor shall supply all superintendence and shall perform all work and furnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plans and specifications. All construction and other work shall be done by the Contractor in accordance with the best engineering and construction practices for the skill or trade involved. The work to be accomplished under these plans and specifications for Rockwood Park Lighting & Parking Improvements includes: Replacement of the existing parking lot and access road surfaces and replacement of the existing lighting standards on ballfields #1 and #2. These plans and specifications were prepared by Baird Hampton & Brown for the Parks and Community Services Department. The Department of Engineering will administer the contract and furnish inspection. The City Engineering Department shall be responsible for the construction layout, lines and grades, to include setting of excavation stakes and finish grade stakes on 50' grid and at all horizontaUvertical changes in direction. Additionally, top of curb finish grade offsets shall be set every 50' and at change of direction. The Contractor shall perform any additional desired survey at own expense. The applicable items contained in the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth, Texas, shall apply to this contract just as though each were incorporated in these documents. Where the provisions or specifications contained in those documents are contrary to this publication, this publication shall govern. In case of conflict between plans and specifications, the plans shall govern. A copy of the Standard Specifications for Street and Storm Drain Construction can be purchased at the office of the Transportation and Public Works Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas. The contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of work. SECTION 01035 - CONTRACT TIME 1.01 PROGRESS AND COMPLETION Upon receipt of a notification letter and the executed construction contract, the Contractor shall be responsible for scheduling a preconstruction conference, which shall be held no later than ten working days from the date of the notification letter. GENERAL REQUIREMENTS -1- At the time of the preconstruction conference , a construction start date shall be established and indicated in the Notice to Proceed (Work Order) issued by the Engineering Department. The Contractor shall begin the work to be performed under the contract on or before ten working days from the date the Work Order is issued. The Contractor shall carry the work forward expeditiously with adequate forces and shall complete it within the period of time stipulated in the contract. 1.02 LIQUIDATED DAMAGES This project will be completed within the specified days allowed. Liquidated damages will be assessed if the project runs over the allotted time. SECTION 01100 - ALTERNATIVES The City reserves the right to abandon, without obligation to the contractor, any part of the project (subject to conditions set forth in Section 01150 - Payment to Contractor) or the entire project at any time before the Contractor begins any construction work authorized by the City. SECTION 01150 - PAYMENT TO CONTRACTOR 1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from any unforeseen difficulty which may be encountered in the prosecution of the work, until the final acceptance of the work by the City; for all risks of every description connected with the prosecution of the work; for all expenses and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for completing the work according to the plans and/or specifications. The payment of any current or partial estimate shall in no way affect the obligations of the Contractor to repair or remove, at his own expense, the defective parts of the construction or to replace any defective materials used in the construction, and to be responsible for all damages due to such defects if such defects or damages are discovered on or before the final inspection and acceptance of the work. 1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20 day of each month that the work is in progress. The estimate shall be processed by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as GENERAL REQiJIREMENTS -2- may be reasonably requested to aid in the verification or the preparation of the pay estimate. 1.03 It is understood that the partial pay estimate amounts will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. 1.04 The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this Contract. 1.05 For contracts of less than $400,000 at the time of execution, retainage shall be 10 percent. For contracts of $400,000 or more at the time of execution, retainage shall be 5 percent. 1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. 1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et se�c (1973). 1.08 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the 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 perform 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 original 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 original 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 waiving or invalidating any conditions or provisions of the Contract Documents. 1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contractor as payment in full for all labor, subcontracts, materials, tools, GENERAL REQUIIZEMENTS -3- equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the e�ra work. Payment for extra work will be made under one of the following types of "Change orders" to be selected by the City: A. Method "A". By unit prices agreed upon in the contract or in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced subject to all other conditions of the contract. B. Method "B". By a lump sum price agreed upon in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced, subject to all other conditions of the contract. C. Method "C". By actual field cost of the work, plus 15 percent as described herein below, agreed upon in writing by the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject to all other conditions of the contract. In the event extra work is to be performed and paid for under Method "C", the actual field costs of the work will include the cost of all workmen, foremen, timekeepers, mechanics and laborers working on said project; all used on such extra work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable proportion of premiums on performance and payment bonds, public liability, workmen's compensation and all other insurance required by law or ordinance. The City Engineer will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such extra work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. The 15 percent of the actual field cost to be paid 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. The Contractor shall give the City Engineer access to all accounts, bills, invoices and vouchers relating thereto. 1.10 DELAYS: If delay is caused by specific orders given by the City 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 e�ension of time, his application for which shall, however, be subject to the approval of the City Council; 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. GENERAL REQIJIREMENTS -4- 1.11 CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter or cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim arises. Unless such claim is so presented, it shall be held that the Contractor has waived the claim, and he shall not be entitled to receive pay thereof. 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight rates. No allowance for transportation of inen, materials or equipment will be allowed. 1.13 ACCEPTANCE AND FINAL PAYNIENT: The City, upon receipt of the Director's "Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory evidence from the Contractor that all subcontractors and persons furnishing labor or materials have been paid in full and all claims of damages to property or persons because of the carrying on of this work have been resolved, or the claims dismissed or the issues joined, shall certify the estimate for final payment after previous payments have been deducted and shall notify the Contractor and his surety of the acceptance of the project. On projects divided into two or more units, the Contractor may request a final payment on one or more units which have been completed and accepted. The final acceptance of the completed work will be by the Parks and Community Services Department and all guaranties covering the completed work and all maintenance periods shall begin with the date of this acceptance. On delivery of the final payment, the Contractor shall sign a written acceptance of the final estimate as payment in full for the work done. All prior partial estimates shall be subject to correction in the final estimate and payment. SECTION 01300 - SUBMITTALS Prior to construction, the contractor shall furnish the Parks and Community Services Department a schedule outlining the anticipated time each phase of construction will begin and be completed; including sufficient time for clean-up. The Contractor shall submit to the Project Manager shop drawings, product data and samples required in specification sections. SECTION 01400 - QUALITY CONTROL The contractor will receive all instructions and approvals from the Director of Engineering and/or his assigned inspectors. The inspector will be introduced to the contractor prior to beginning work. Any work done at the direction of any other authority will not be accepted or paid for. Final approval for the finished project shall be given by the Director of Engineering, City of Fort Worth. GENERAL REQUIREMENTS -5- r The contractor or a competent and reliable superintendent shall oversee the work at all times. The superintendent shall represent the contractor in his absence and all directions given to him shall be binding as if given to the contractor. SECTION 01410 - TESTING All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested, they shall be paid for by the Contractor. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS The contractor shall take all precautions necessary to protect all existing trees, shrubbery, sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done. The contractor shall rebuild, restore, and make good at his own expense all injury and damage to same which may result from work being carried out under this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth; they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The contractor shall determine the exact location of all existing utilities and conduct his work to prevent interruption of service or damages. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES 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 shovel, drilling rigs, pile drivers, hoisting equipment or similar machinery. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within six feet of high voltage lines shall have an insulating cage-type guard about the boom or arm, except backhoes or dippers, and insulator links on the lift hood connections. When necessary to work within six feet of high voltage electric lines, the Contractor shall notify power company (TXLTEIectric) to erect temporary mechanical barriers, de-energize the line, or raise or lower the line. The contractor shall maintain a log of all such correspondence. The Contractor is responsible for all costs incurred. SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS 1.01 GENERAL Send submitttals for substitutions to: GENERAL RF,QUIREMENTS -6- Betty B. Presnall, Landscape Architect (817)871-5750 Parks and Community Services Department 4200 S. Freeway Suite 2200, Fort Worth, TX 76115-1499 1.02 PRODUCTS LIST A. Within ten (10) days after date of Contract, submit to Landscape Architect two (2) copies of complete list of all products which are proposed for installation. B. Tabulate list by each specification section. C. For products specified under reference standards, include with listing of each product: 1. Name and address of manufacturer 2. Trade name 3. Model or catalog designation 4. Manufacturer's data a. Performance and test data b. Reference standards 1.03 CONTRACTOR'S OPTIONS A. For products specified only by reference standards, select any product meeting standards, by any manufacturer. B. For products specified by naming several products or manufacturers, select any product and manufacturer named. C. For products specified by naming one or more products, Contractor must submit request, as required for substitution, for any product not specifically named. 1.04 SUBSTITLTTIONS A. During bidding, Landscape Architect will consider written requests from prime bidders for substitutions, received at least ten (10) days prior to bid date; requests received after that time will not be considered. B. Within thirty (30) days after date of Contract, Landscape Architect will consider formal requests from Contractor for substitution of products in place of those specified. C. Submit two (2) copies of request for substitution. Include in request: 1. Complete data substantiating compliance of proposed substitution with Contract Documents. 2. For products: GENERAL REQUIREMENTS -7- a. Product identification, including manufacturer's name and address. b. Manufacturer's literature: (1) Product description (2) Performance and test data (3) Reference standards c. Samples, if required. d. Name and address of similar projects on which product was used, and date of installation. D. In making request for substitution, Bidder/Contractor represents: 1. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. He will provide the same guarantee (or better) for substituted product or method specified. 3. He will coordinate installation of accepted substitution into work, making such changes as may be required for work to be complete in all respects. 4. He waives all claims for additional costs related to substitution which consequently become apparent. E. Substitutions will not be considered if. 1. They are indicated or implied on shop drawings or project data submittals without formal request submitted in accord with Paragraph 1.04. 2. Acceptance will require substantial revision of Contract Documents. SECTION 01700 - PROJECT CLOSEOUT 1.01 CLEANING The Contractor shall make final clean-up of the construction area, to the satisfaction of the Parks and Community Services Department, as soon as construction in that area is completed. Clean-up shall include removal of all construction materials, pieces of concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after the completion of construction before the area is cleaned. Surplus materials shall be disposed of by the Contractor, at this own expense, and as directed by the Parks and Community Services Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers, ready-mix trucks, tools, etc., shall take place in an area designated by the Parks and Community Services Department. 1.02 GUARANTEE The Contractor shall be responsible for defects in this project due to faulty workmanship or materials, or both, for a period of one (1) year from the date of final acceptance of this project by the Parks and Community Services Department. The Contractor will be required to replace, at his own expense, any part, or all, of this project which becomes defective due to these causes. GENERAL REQiTIREMENTS -8- 1.03 SEEDING All areas disturbed by the Contractor shall be seeded, see Section 02930. SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv. damage or death is caused, in whole or in part, hy the ne,�liQence or alle�e�l ne�li�ence of Owner, its ofFcers, servants, or emnlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's of�icers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or dama�e is caused in whole or in paM by the ne�liQence or alle�ed ne�li�ence of (hvner, its oj�cers, servants or employees.. In the event Owner receives a written claim for darnages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. END OF DIVISION GENERAL REQUIREMENTS -9- SECTION 02070 - SELECTNE DEMOLITION PART 1 - GENERAL 1.01 SECTION INCLUDES A. Provide and install necessary labor, tools, equipment, materials, and devices necessary for and incidental to selective demolition, including cutting away, breaking out and removing portions of existing paving indicated. B. Salvage of products for reuse or return to Owner is responsibility of Contractor, in addition to removal and proper and legal disposal of demolition materials. 1.03 SUBMITTALS A. Permits and notices authorizing work. B. Permit for transport and disposal of debris. C. Demolition procedures and operational schedule for review by Architect. 1.04 EXISTING CONDITIONS A. Contractor shall visit site and verify nature and extent of demolition required, traffic control, occupancy areas to be undisturbed, access and egress of forces, equipment and debris. B. Existing asphalt pavement will be pulverized and revised stabilized as base. C. Existing concrete pavement will be 1.05 STORAGE A. Products salvaged for reuse or return to Owner shall be stored at job site as directed by Engineer. PART 2 - PRODUCTS 2.01 MATERIALS A. Except where otherwise noted, Contractor shall immediately remove materials being demolished and dispose of off-site at approved legal disposal locations. B. Carefully remove, store and protect for reinstallation materials and equipment indicated. Thoroughly clean existing materials scheduled to be relocated. Protect and SECTION 02070 - SELECTIVE DEMOLITION -1- � store off ground and covered. C. Carefully remove materials and equipment to be retained by Owner. Deliver and store materials on site as directed by Engineer. PART 3 - EXECUTION 3.01 PREPARATION A. Protect existing paving and landscaping, and adjacent structures and property from damage by dernolition operations. 3.02 DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate new work. B. Assign work of moving, removal, cutting and patching to trades qualified to perform work in manner to cause least damage. C. No explosive or blasting will be allowed for demolition. D. Repair all demolition performed in excess of that required, at no cost to Owner. Use materials acceptable to Engineer. E. Sawcut pavement surfaces along lines where material is to be removed. G. Old signs will be removed and salvaged if City decides to keep and reuse signs. H. Materials to be removed during demolition shall become property of Contractor, unless otherwise noted, and shall be removed from site entirely. Under no circumstances allow debris to accumulate. L Incorporate salvaged or existing materials in new construction only as indicated or as directed by Engineer. 3.03 SALVAGE A. Salvage and store on site items to be reused. Protect items salvaged to ensure reuse in same condition as at time of salvage. Contractor to identify to Owner existing damage to salvage items prior to removal. END OF SECTION SECTION 02070 - SELECTIVE DEMOLITION -2- SECTION 02100 — SITE PREPARATION PART 1 -GENERAL 1.01 SECTION INCLUDES: A. Remove all debris. B. Remove designated paving and curbs. C. Clear site of plant life and grass. D. Remove all above-grade and below-grade site improvements indicated on the Drawings or as necessary for the installation of the new work or site grading. 1.02 RELATED SECTIONS: A. Section 02100 - Grading B. Section 02220 — Earthwork 1.03 REGULATORY REQUIREMENTS: A. Conform to applicable code for disposal of debris. B. Coordinate clearing Work with utility companies. PART2-PRODUCTS Not used. PART 3 - EXECUTION 3.01 PREPARATION: Verify that existing plant life and features designated to remain are tagged or identified. 3.02 PROTECTION: A. Protect utilities that remain, from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. Should damage occur, replace the tree, shrub or lawn with a similar size and/or species. C. Protect bench marks and existing structures from damage or displacement. D. Maintain designated site access for vehicle and pedestrian traffic. E. Provide protections necessary to prevent damage to existing improvements indicated to remain in place. F. Restore damaged improvements to their original condition. G. Salvable improvements: Carefully remove items indicated to be salvaged, and store on Owner's premises where indicated or directed. 3.03 CLEARING: A. Clear areas required for access to site and execution of Work. B. Remove paving and curbs. SECTION 02100 - S1TE PREPARATION -1- C. Remove trees and shrubs as indicated. Remove stumps, root system to a depth of 18 inches, surface rock and other similar items. D. Clear undergrowth and deadwood without disturbing subsoil. E. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. F. Remove all exposed rock, abandoned foundations, concrete, above-grade and below- grade site improvements, or other obstructions to the installation of the new work or site grading. G. Remove existing above-grade and below-grade improvements as indicated and as necessary to facilitate new construction. 3.04 REMOVAL: A. Remove debris, rock and extracted plant life from site. B. Burning of debris on site is not permitted. END OF SECTION � � �J SECTION 02100 - SITE PREPARATION -2- ■i SECTION 02200 - EARTHWORK PART 1 -GENERAL 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 02100 - Site Preparation. B. Grading Plan: Refer to plan sheets. 1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The total cost will be included in the Bid Proposal. Payment will not be made on a unit price basis. PART 2 - PRODUCTS 2.01 LTNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, within the limits of the work. Unclassified excavation includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.02 UNCLASSIFIED FILL A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native materials removed in unclassified excavation, or similar imported materials, shall be used insofar as practicable as unclassified fill. Properly deposited, conditioned, and compacted fill is hereinafter referred to as "earth embankment." B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are permissible in fill materials used to construct earth embankment. Minor quantities of rock of greater dimensions may be placed in the deeper fills in accordance with the State Department of Highways and Public Transportation requirements for construction of rock embankments, provided such placement of rock is not immediately adjacent to structures or piers. Also, rock may be placed in the portions of embankments outside the limits of the completed graded width where the size of the rock prohibits their incorporation in the normal embankment layers. 2.03 TOPSOIL On-Site Topsoil: Topsoil shall consist of an average depth of six inches of native surface soil left in place after the ground cover of herbaceous vegetation and other objectionable matter has been cleared by "blading," as specified in Section 02100, "Site Preparation." Topsoil may be greater or less, than the upper six inches in depth. EAR"rF iWORK 02200 -1- W 2.04 IMPORTED FILL A. Imported fill materials shall be used for the construction of earth embankment in the event that (1) the volume of unclassified excavation is less than the volume of fill reyuired for earth embankment and/or (2) the condition of materials removed in unclassified excavation makes them unsuitable for use in the construction of earth embankment. B. The Contractor shall haul and place imported fill obtained from off-site sources as necessary to construct the embankment and various other details of the construction plans. All costs related to such imported fill will be included in the contract price, and no additional or separate payment for imported fill will be due the Contractor. C. A sample of the proposed imported fill must be provided by the Contractor and be approved by the Owner. In general, imported material must be equal to or better than native material in quality and engineering characteristics. The Architect/ Engineer may also require the Contractor to provided a material analysis test of the proposed fill. 2.05 SELECT MATERIALS A : C� C Select materials shall be imported from offsite sources, unless they are available from specifically designated areas on the site as marked on the plans. Cushion Sand: Clean fine sand, free from clay clumps, rocks, or other deleterious material. Playground Gravel: Gravel backfill for playground areas shall be washed "pea gravel", clean and free of all foreign materials. Particle size of the gravel shall be 1/8" — 5/8". Playground Sand: Sand backfill for sand dig areas shall be fine white sand graded with the following sieve analysis limits: Size Percent No. 16 No. 30 No. 50 No. 100 No. 200 2.06 LJNSUITABLE MATERIALS Percent Passing 100 98 62 17 0 -1 A. Topsoil, select material, imported fill, or unclassified fill will be declared as "'unsuitable" by the Owner if, in his opinion, any of the following conditions or matter and particles are present to a degree that is judged detrimental to the proposed use of the material. 1. Moisture 2. Decayed or undecayed vegetation 3. Hardpan clay, heavy clay, or clay balls EARTHWORK 02200 -2- 4. Rubbish 5. Construction rubble 6. Sand or gavel 7. Rocks, cobbles, or boulders 8. Cementious matter 9. Foreign matter of any kind B. Unsuitable materials will be disposed of as "waste" as specified in Section 02100. C. Wet Material: If fill material is unsatisfactory for use as embankment solely because of high moisture content, the Architect/Engineer may grant the Contractor permission to process the material to reduce the moisture content to a usable optimum condition. PART 3 - EXECUTION 3.01 SITE PREPARATION: In general, "site preparation," as specified in Section 02100, shall be performed in advance of grading and earthwork operations and shall be completed over the entire area of earthwork operations. 3.02 TOPSOIL A. The removal and storage of topsoil shall occur after site preparation is complete and before excavation and embankment construction begin. Likewise, topsoil will be replaced after excavation and embankment construction are complete. B. Removal: Topsoil shall be stripped to an average depth of six inches from areas where excavation and embankment construction are planned. Topsoil may be obtained from greater depths if it is uncontaminated by the substratum and it is of good quality, in the opinion of the Architect/Engineer. C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in locations approved by the Owner or Architect/Engineer. Stored topsoil shall be kept separate from other excavated materials and shall be protected from contamination by objectionable materials that would render it unsuitable. D. Timing: Topsoil will not be replaced (deposited) until construction activities are complete that would create undesirable conditions in the topsoil, such as overcompaction or contamination. Trenching for items such as electrical conduit and irrigation pressure lines must be complete before topsoil replacement may begin. E. Replacement: Topsoil will be deposited in a single layer or lift. It will be placed, processed, compacted, and graded to leave a finished layer of topsoil not less than five inches in depth. Unless otherwise indicated, topsoil will be replaced over all areas of earthwork (including slopes), except where pavement is planned. EAR"I"I-�WORK 02200 -3- F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine grading will be accomplished with a weighted spike harrow, weighted drag, tractor box blade, light maintainer, or other acceptable machinery. All particles of the finish grade shall be reduced to less than one inch in diameter or they shall be removed. All rocks of one inch or greater shall also be removed. Crrading operations and equipment will be such that topsoil does not become overcompacted. Bulldozer blades and front-end loader buckets are not acceptable devices for topsoil grading operations. Final grading within five feet of constructed or installed elements shall be hand raked. G. Acceptability: Finished areas of topsoil are satisfactory if they are true to grade, true in plane, even in gradient (slope}, uniform in surface texture, and of normal compaction. Areas of loose granular pockets or of overcompacted soils are not acceptable and will be reworked. Finished areas will promote surface drainage and will be ready for turfgrass planting. 3.03 UNCLASSIFIED EXCAVATION A. All excavated areas shall be maintained in a condition to assure proper drainage at all times, and ditches and sumps shall be constructed and maintained to avoid damage to the areas under construction. B. Surplus Material: 1. Surplus excavation is that quantity of material that may be left over after the grading plan is executed, and all earthwork operations, including excavation, embankment construction, topsoil replacement, and final grading, are completed. Any other surplus material shall be disposed of as "waste" as specified in Section 02100. 2. At this Park, the Architect/Engineer shall permit the Contractor to "waste" the surplus by constructing additional embankment in an approved location. No additional payment for such work would be due that Contractor. C. Excavation in Rock: The use of explosives will not be permitted. Unless otherwise indicated on the plans, excavation in solid rock shall extend six inches below required subgrade elevation for the entire width of the area under construction and shall be backfilled with suitable materials as indicated on the plans. i � _�TIY:��1�1�\�I:�ul�l�ll� A. Earth embankment is defined as embankment composed of suitable materials removed in unclassified excavation and/or imported fill. The construction of embankment includes preparing the area on which fill is to be placed and the depositing, conditioning, and compaction of fill material. B. General: Except as otherwise required by the plans, all embankment shall be constructed in layers approximately parallel to the finished grade of the graded area, and each layer shall be so constructed as to provide a uniform slope as shown on the grading plan. Embankments shall be constructed to correspond to the general shape of the typical sections shown on the plans, and each section of the embankment shall EARTHWORK 02200 -4- �.. correspond to the detailed section or slopes established by the drawings. After completion of the graded area, embankment shall be continuously maintained to its finished section and grade until the project is accepted. C. Preparation: Prior to placing any embankment, all preparatory operations will have been completed on the excavation sources and areas over which the embankment is to be placed. The subgrade shall be proof rolled to detect soft spots, which if exist, should be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller, loaded dump truck, or similar piece of equipment weighing approximately 25 tons except as otherwise specified for tree protection and areas inaccessible to vehicular compactors. Stump holes or other small excavations in the limits of the embankments shall be backfilled with suitable material and thoroughly tamped by approved methods before commencing embankment construction. The surface of the ground, including plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall be restored to approximately its original slope by blading or other methods, and, where indicated on the plans or required by the Owner, the ground surface, thus prepared, shall be compacted by sprinkling and rolling. D. Scarification: The surface of all areas and slopes over which fill is to be placed, other than rock, shall be scarified to a depth of approximately six inches to provide a bond between the existing surface and the proposed embankment. Scarification shall be accomplished by plowing, discing, or other approved means. Prior to fill placement, the loosened material shall be adjusted to the proper moisture content and recompacted to the density specified herein for fill. E. Benching: Scarification is normally adequate for sloping surfaces. However, in certain cases where fill is to be placed against hillsides or existing embankment with slopes greater than 4:1, the Owner may direct the Contractor to key the fill material to the existing slopes by benching. A minimum of two feet normal to the slope shall be removed and recompacted to insure that the new work is constructed on a firm foundation free of loose or disturbed material. F. Depositing: Fill material shall be placed in horizontal layers or lifts, evenly spread, not to exceed eight inches in loose depth before conditioning and compaction. Unless otherwise permitted; each layer of fill material shall cover the length and width of the area to be filled and shall be conditioned and compacted before the next higher layer of fill is placed. Adeyuate drainage shall be maintained at all times. G. Watering: At the time of compaction, the moisture content of fill material shall be such that the specified compaction will be obtained, and the fill will be firm, hard, and unyielding. Fill material which contains excessive moisture shall not be compacted until it is dry enough to obtain the specified compaction. H. Compacting: Each layer of earth fill shall be compacted by approved tamping or sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the Owner. Hand-directed compaction equipment shall be used in areas inaccessible to vehicular compactors. EAR"I'I IWORK 02200 -5- Grading: Embankments shall be constructed in proper sequence and at proper densities for their respective functions. All embankment serves in one capacity or another as subgrade (e.g., under topsoil, under concrete and asphalt pavement, under structures, etc.}. Accordingly, the upper layer of embankment shall be graded to within plus or minus 0.10 foot of proper subgrade elevation prior to depositing topsoil, and prior to the construction of pavements, slabs, etc. 3.05 DENSITY CONTROL A. Earth Embankment in General: Earth embankment shall be compacted in lifts at a minimum of 90 percent of Standard Density ASTM D698 with plus 4 percent or minus 2 percentage points of optimum moisture content. B. Earth Embankment Under Structures and Pavement: The top 6 inches of natural earth comprising the subgrade for structural slabs or for areas of pavement shall be 95 percent to 98 percent of Standard Density ASTM D698 with the moisture content at minus 2 percent to plus 4 percent of optimum. 3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all embankments that are to function as subgrade for structures, areas of pavement, or for select embankment. After completion of the embankment, the Contractor shall prevent excessive loss of moisture in the embankment by sprinkling as required. Loss of moisture in excess of 2 percent below optimum in the top 12 inches of the fill will require that the top 12 inches of the embankment be scarified, wetted, and recompacted prior to placement of the structure, select fll or pavement. If desired, the Contractor may place an asphalt membrane of emulsified or cutback asphalt over the completed embankment and thus eliminate the sprinkling requirement. 3.08 TOPSOIL REPLACEMENT: Topsoil shall be carefully placed to avoid any displacement or damage to the subgrade. If any of the subgrade is rutted, damaged or displaced it shall be restored prior to placing topsoil. Topsoil shall be replaced as specifed herein per Item 3.02. END OF SECTION �� EARTH W ORK 02200 -6- rl � � SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE PART1—GENERAL 1.01 DESCRIPTION: This item will consist of a binder course, a leveling-up course, a surface course, or any combination of these courses as shown on the plans each to be composed of a compacted mixture of mineral aggregate and asphaltic material, and shall be constructed on the previously completed and approved subgrade, subbase course, base course, existing pavement, or in the case of a bridge, on the prepared floor slab, all in accordance with these specifications and in conformity with the lines, grades, quantities, and typical sections as shown on the plans and/or established in the field by the Engineer. 1.02 REFERENCED SPECIFICATIONS: Reference Specifications: The work under this division of the Specifications shall conform generally to the requirements of Item 314 - Hot-Mix Asphaltic Concrete" of the City of Fort Worth's Standard Specifications for Street and Storm Drain Construction. PART 2 —PRODUCTS 2.01 MATERIALS: A. Mineral Aggregate. The mineral shall consist of a coarse aggregate, a fine aggregate, and a mineral filler. Samples of each of the three gradations constituting the mineral aggregate shall be submitted to the Engineer for approval prior to the delivery of the material. Coarse A��re�ate. The coarse aggregate shall be that part retained on sieve consist of clean, tough, durable fragments of crushed limestone of uniform quality throughout. Coarse aggregate will be tested in accordance with Texas Highway Department Bulletin G 11 (Decantation) and the material removed shall not be more than one (1) per cent. The coarse aggregate shall have an abrasion of not more than forty (40) per cent loss by weight when subjected to the Los Angeles Abrasion Test (A.S.T.M. Designation G131). 2. Fine A��re�ate. The fine aggregate shall be that part of the aggregate passing the No. 10 sieve and shall consist of sand or screenings or a combination of sand and screenings. Sand shall be composed of durable stone particles free from injurious foreign matter. Screenings shall be of the same or similar material as specified for coarse aggregate. The plasticity index of that part of the fine aggregate passing the No. 40 sieve shall be not more than six (6). Mineral Filler. The mineral filler shall consist of thoroughly dry stone dust, slate dust, portland cement, or other mineral dust approved by the Engineer. The mineral filler shall be free from foreign and other injurious matter. When SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -1- tested by the method outlined in Texas Highway Department Bulletin C-14, it shall meet the following grading requirements: Wei�ht Passing a No. 30 sieve Passing a No. 80 sieve, not less than Passing a No. 200 sieve, not less than Per Cent Bv 100 90 65 B. Asphaltic Material 1. Pavin� Mixture. Asphalt for the paving mixture shall be of the type and grade of asphaltic cement as determined by the Engineer and shall meet the requirements of Item 300, "Asphalts, Oils and Emulsions." If more than one type of asphaltic concrete mixture is specified for the project, only one grade of asphalt will be required for all types of mixtures, unless otherwise shown on the plans. The Contractor shall notify the Engineer of the source of his asphaltic material prior to production of the asphaltic mixture and this source shall not be changed during the course of the project except on written permission of the Engineer. 2. Prime Coat. The asphaltic material for prime coat shall be of the type and grade as shown on the plans or as directed by the Engineer, and shall conform to the requirements of Item 300, "Asphalts, Oils, and Emulsions." 3. Tack Coat. The asphaltic material for tack coat shall be of the type and grade as shown on the plans or as directed by the Engineer, and shall conform to the requirements of Item 300, "Asphalts, Oils, and Emulsions." 2.02 PAVING MIXTURE: A. Tvpe._The paving mixture shall consist of a uniform mixture of mineral aggregate and asphaltic material. The grading of each constituent of the aqqregate materials shall be such as to produce, when properly proportioned a mixture which, when tested in accordance with Texas Highway Department Bulletin C-14, will conform to the grading limitations as follows: Binder or Base Course Passing 1-1 /4 inch sieve Passing I inch sieve Passing 1 inch sieve, retained on 112 inch sieve Passing 112 inch sieve, retained on 1/4 inch sieve Passing 1/4 inch sieve, retained on No. 10 sieve Total retained on No. 10 sieve Passing No. 10 sieve, retained on No. 40 sieve Per Cent Bv Wei�ht 100 97 to 100 20 to 50 15 to 40 5 to 25 55 to 70 5 to 20 SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -2- y Passing No. 40 sieve, retained on No. 80 sieve Passing No. 80 sieve, retained on No. 200 sieve r.. Passing No. 200 sieve Asphaltic Material 2. Alternate Binder or Base Course* Passing 2 inch sieve Passing 1-3/4 inch sieve Passing 1-3/4 inch sieve, retained on 7/8 inch sieve Passing 7/8 inch sieve, retained on 3/8 inch sieve Passing 3/8 inch sieve, retained on No. 4 sieve Passing No. 4 sieve, retained on No. 10 sieve Total retained on No. 10 sieve Passing No. 10 sieve retained on No. 40 sieve Passing No. 40 sieve, retained on No. 80 sieve Passing No. 80 sieve, retained on No. 200 sieve Passing No. 200 sieve Asphaltic Material *Minimum course thickness is 3 inches. 3. 3/4 Inch Level-Up Course Passing 3/4 inch sieve 100 Passing 1/2 inch sieve 97 to 100 Passing 112 inch sieve, retained on 1/4 inch sieve 25 to 50 Passing 1/4 inch sieve, retained on No. 10 sieve Total retained on No. 10 sieve Passing No. 10 sieve, retained on No. 40 sieve Passing No. 40 sieve, retained on No. 80 sieve Passing No. 80 sieve, retained on No. 200 sieve Passing No. 200 sieve Asphaltic Material 4. Alternate Level-Up Course Passing 1 inch sieve Passing 7/8 inch sieve Passing 7/8 inch sieve, retained on 3/8 inch sieve Passing 3/8 inch sieve, retained on No. 4 sieve Passing No. 4 sieve, retained on No. 10 sieve 5 to 20 5 to 20 4 to 6 3.5 to 7 Per Cent Bv Wei�ht 100 95 to 100 15 to 40 15 to 40 10 to 25 5 to 20 55 to 70 0 to 20 3 to 15 2 to 15 0 to 8 3 to 6 15to35 45 to 55 5 to 25 Sto25 Sto25 3 to 10 4to6 100 95 to 100 20 to 50 10 to 40' Sto25 SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -3- �J Total retained on No. 10 sieve Passing No. 10 sieve, retained on No. 40 sieve Passing No. 40 sieve, retained on No. 80 sieve Passing No. 80 sieve, retained on No. 200 sieve Passing No. 200 sieve Asphaltic Material 5. Surface Course Passing 5/8 inch sieve Passing 112 inch sieve Passing 112 inch sieve, retained on 1/4 inch sieve Passing .250" sieve, retained on O10 sieve Total retained on #10 sieve Passing #10 sieve, retained on #40 sieve Passing #40 sieve, retained on #80 sieve Passing #80 sieve, retained on #200 sieve Passing #200 sieve Asphaltic Material 6. Alternate Surface Course Passing .500" sieve Passing .375" sieve Passing .375" sieve, retained an #4 sieve Passing #4 sieve, retained on # 10 sieve Total retained on # 10 sieve Passing # 10 sieve, retained on #40 sieve Passing #40 sieve, retained on #80 sieve Passing #80 sieve, retained on #200 sieve Passing #200 sieve Asphaltic Material 55 to 70 Oto30 4 to 20 3 to 20 Oto6 3.5 to 7 Per Cent Bv Wei�ht 100 97 to 100 25 to50 15to35 50 to 60 0 to 25 Sto25 Sto25 2 to 10 4to7 100 95 to 100 20 to 50 lOto30 50 to 70 Oto30 4 to 25 3to25 Oto6 3.5 to 7 B. Tolerances. The Engineer will designate the exact grading of the aggregate and asphalt content to be used in the mixture. The respective tolerances, based on the percent by weight of the mixture, an follows: For each gradation larger than and retained on the #10 sieve (plus or minus four (4) percent). For each gradation from passing the # 10 sieve to retained on the #200 sieve (plus or minus three (3) percent). For material passing the #200 sieve (plus or minus two (2) percent). For asphaltic material (plus or minus three-tenths (0.3) percent). SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -4- C. Testin� of Materials. Samples of all materials for tests shall be taken by the Engineer or his authorized representative at the discretion of the Engineer. The Contractor shall, at his expense provide H.M.A.C. which will pass the following tests: 1. Extraction Test. Samples of the mixture when tested by the Extraction Test, State Department of Highways & Public Transportation Bulletin C-14, shall not vary from the grading porportions of the aggregate and asphalt content designated by the Engineer by more than the respective tolerances specified above and shall be within the limits specified in the master grading hereinabove. 2. Densitv and Stabilitv Test. It in the intent of the specification to produce a mixture which, when designed and tested in accordance with these specifications and methods outlined in the State Department of Highways & Public Transportation Bulletin C-14, shall have the following laboratory density and stability: Density (%) Stability Min. Max. Optimum 94 98 96 Not less than thirty five (35) nor more than fifty-five (55) The paving mixture shall consist of a uniform mixture of coarse aggregate, fine aggregates, and asphaltic material. The minimum of two (2) densities will be required in each block of pavement and a minimum one (1) Hveem stability for each on thousand (1,000) tons of hot-mix asphaltic concrete used. 2.03 EQUIPMENT: A. Mixin� Plant. Mixing plants that will not continuously produce a mixture meeting all the requirements of this specification will be condemned. Mixing plants may be of either the weight-batching type or the continuous mixing type. Both types of plants shall be equipped with satisfactory storage bins, conveyors, power units, aggregate and asphalt handling equipment, dryer, hot aggregate screens and bins, and dust collectors. The entire mixing plant and its operation shall be subject to the Engineer's approval. Whenever the mixture fails to meet these specifications the Contractor shall immediately correct the operation of the plant to produce the specified mixture. SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -5- � Four (4) "cold feed" boxes shall be used in order that the crushed limestone screening may be proportioned separately from other material of approximately the same grading. Record of temperatures of aggregates which have been dried and also of asphalt cement shall be kept by the use of recording thermometers. By proper arrangement, these two (2) records may be combined on one (1) chart. Charts giving a complete record during the time the plant is in operation in furnishing asphaltic concrete to the project shall be furnished to the City each morning for the preceding day. If specified, truck loads of hot-mix asphaltic concrete shall be weighed on truck scales to verify the batch weights. Unsatisfactory weight difference will require the checking of more truck weights of full-time use of truck scales. B. Spreadin� and Finishin� Machine. The spreading and finishing machine shall be of a type approved by the Engineer and capable of producing surface that will meet the requirements of the typical cross-section and surface test. C. Rollers. Pneumatic Tire Roller. This roller shall consist of not less than seven (7) pneumatic tired wheels, running on axles in such manner that the rear group of tires will cover the entire gap between adjacent tires of the forward group and mounted in a rigid frame and provided with a loading platform or body suitable for ballast loading. The front axle shall be attached to the frame in such manner that t the roller may be turned within a minimum circle . The tires shall afford surface contact pressures up to ninety (90) pounds per square inch or more. The roller shall be so constructed as to operate in both forward and reverse direction with suitable provisions for moistening the surface of the tires while operating, and shall be approved by the Engineer. 2. Two Axle Tandem Roller. This roller shall be an acceptable power driven, steel wheel, tandem roller weighing not less than eight (8) tons, operate in forward and reverse directions, contain provisions for moistening the surface of the wheels while in motion, and shall be approved by the Engineer. 3. Three Wheel Roller. This roller shall be an acceptable power driven, all steel three wheel roller weighing not less than ten (10) tons, operate in _ forward and reverse directions, contain provisions for moistening the surfaces of the wheels while in notion, and shall be approved by the Engineer. SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -6- W 4. Three Axle Tandem Roller. This roller shall be an accept able power driven, steel wheel three axle roller weighing not less than ten (10) tons, operate in forward and reverse directions, containing provisions for moistening the surface of the wheels while in motion and shall be approved by the Engineer. D. Straightedges. The Contractor shall provide acceptable sixteen (16) foot straightedges for surface testing. Satisfactory templates shall be provided as required by the Engineer. All equipment shall be maintained in good repair and operating con- and shall be approved by the Engineer. PART 3-CONSTRUCTION METHODS 3.01 General: The prime coat, tack coat, or the asphaltic mixture shall not be placed when the air temperature is below fifty (50) degrees Fahrenheit and is falling, but may be placed when the air temperature is above forty (40) degrees Fahrenheit and is rising, the temperature being taken in the shade and away from artificial heat with the further provision that the asphaltic mixture shall be placed only when humidity, general weather conditions, and temperature and moisture condition of the base, in the opinion of the Engineer, are suitable. A. Prime Coat. If required, a prime coat shall be applied to the completed subgrade, subbase, or base, in accordance with Item 304, "Prime Coat." The type and grade of asphaltic material and the application rate shall be as shown on the plans or as directed by the Engineer. B. Tack Coat. A tack coat shall be applied when the surface to be payed is port and cement concrete, brick, or asphalt pavement. When a tack coat is required, it shall consist of an application of the asphaltic material indicated, and the rate specified on the plans or as directed by the Engineer, but not to exceed fifteen-hundredths (0.15) gallons per square yard of surface area. The surfaces of curbs, gutters, vertical faces of existing pavements, and all structures in actual contact with asphalt mixes shall be painted with a thin, complete coating of asphaltic material to provide a closely bonded, water-tight joint. C. Compacted Thickness of Courses. The compacted thickness or depth of each asphaltic concrete course shall be as shown on the plans. Where the plans require a depth or thickness of the course greater than two (2) inches for surface course or three (3) inches for binder course, same shall be accomplished by constructing multiple lifts of approximately equal depth, each of which shall not exceed these maximum compacted depths. If in the opinion of the Engineer, an additional tack coat is considered necessary between any of the multiple lifts, it shall be applied as hereinabove specified and at the rate as directed. SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -7- D. Transporting Asphaltic Concrete. The asphaltic mixture shall be hauled to the job-site in tight vehicles previously cleaned of all foreign material. The dispatching of the vehicles shall be arranged so that all material delivered may be placed and all rolling shall be completed during daylight hours. In cool weather, or for long hauls, canvas covers may be required. The inside of the truck body may be given a light coating of oil, if necessary, to prevent the asphalt mixture from adhering to the body. E. Temperature. The asphalt mixture shall be at a temperature between two hundred fifty (250) degrees Fahrenheit and three hundred twenty-five (325) degrees Fahrenheit when dumped from the mixer. The Engineer will determine the temperature, within the above limitations, and the mixture when dumped from the mixer shall not vary from this selected temperature more than twenty-five (25) degrees Fahrenheit plus or minus. F. Placing. The asphaltic mixture shall be placed on the approved base course with the previously specified spreading and finishing machine in such manner that when properly compacted the finished course will comply with the maximum thickness requirements, will be smooth, of uniform density, and meet the requirements of the typical cross-sections and the surface tests. During the placing and spreading of the asphaltic material care shall be taken to prevent the spilling of the materials onto adjacent pavement, gutters, or structures. In small areas, which are inaccessible to the spreading and finishing machine, hand spreading may be authorized by the Engineer provided an acceptable surface can be obtained. Where new H.M.A.C. joins existing H.M.A.C., the Contractor shall saw a butt joint in the existing H.M.A.C. as directed by the Engineer. Such joint(s) shall be included in the unit price bid for the applicable H.M.A.C. pay item. G. Compaction. Rolling with the three wheel and tandem rollers shall start longitudinally at the sides and proceed toward the center of the surface course, overlapping on successive trips by at least half the width of the rear wheels. Alternate trips of the roller shall be slightly different in length. Rolling with the pneumatic tire roller shall be done as directed by the Engineer. Rolling shall continue until no further compression can be obtained and all roller marks eliminated . One tandem roller, one pneumatic tire roller, and at least one three wheel roller, as previously specified, shall be provided for each job. The motion of the rollers shall be slow enough at all times to avoid displacement of the asphaltic surface materiaL If displacement should occur, it shall be corrected at once by the use of rakes and fresh asphaltic mixture where required. The roller shall not be allowed to stand on the surface course SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -8- �J when it has not been fully compacted and allowed to cool. To prevent adhesion of the surface course to the roller, the wheels shall be kept thoroughly moistened with water, but an excess of water will not be permitted. All rollers must be in good mechanical condition. All necessary precautions shall be taken to prevent the dripping of gasoline, oil, grease, or other foreign matter on the surface course while the rollers are in notion or when standing. In areas where the surface course cannot be compacted with the rollers, hand tamps, lightly oiled, shall be used to secure the required compaction. H. Surface Test._The finished surface of the pavement, after compression, shall be smooth and true to the established line, grade, and cross-section and when tested with a sixteen (16) foot straightedge placed parallel to the centerline of the roadway shall have no deviation in excess of one-sixteenth (1/16) inch per foot from the nearest point of contact. The maximum ordinate measured from the face of the straightedge shall not exceed one-quarter (1 /4) inch at any point. Any point in the pavement surface not meeting these requirements shall be immediately corrected. 3.02 TESTING: A. Testing of Materials._Samples of all materials for tests shall be taken by the Engineer or his authorized representative at the discretion of the Engineer. The initial sampling and testing -of materials shall be made at the expense of the City of Fort Worth. In the event the initial sampling and testing does not comply with the specifications, all subsequent testing of the material in order to determine if the material is acceptable shall be furnished and paid by the Contractor, as directed by the Engineer. B. Pavement Thickness Test._Upon completion of the work and before final acceptance and final payment will be made, pavement thickness tests shall be made by the Engineer or his authorized representative. The Dumber of tests and location will be at the discretion of the Engineer. The cost for the initial Pavement Thickness Test will be at the expense of the City of Fort Worth. In the event a deficiency in the thickness of pavement is revealed during normal testing operations, subsequent tests necessary to isolate the deficiency shall be furnished and paid by the Contractor, as directed by the Engineer. 3.03 CONSTRUCTION TOLER.ANCE: After completion of asphaltic paving, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete surface pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at such points as the Engineer selects. Cores will be drilled from the width of normal thickness of section for each block of pavement and the thickness of individual cores will be determined by averaging at least three (3) SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -9- measurements. The following steps shall be taken to compensate for any noncompliance with contract specifications: A. Hot-mix asphaltic surface specified to be one and one-half (I1/2) or two (2) inches of thickness which in found to be deficient between one-quarter (1 /4) inch to one-half (1/2) inch less than the required thickness, the Contractor may have the option of removing and replacing, or overlaying the area, or being penalized by a reduction in the payment of an amount equal to seventy-five (75) percent of the bid price of each square yard of hot-mix asphaltic concrete found to be deficient in localized areas. B. When the average thickness of said hot-mix surface in a block or any area of sufficient size within the block is consistently less than the thickness specified, but not more than one-quarter (1/4) inch deficient, the unit price on those units where the average thickness is less than that specified shall be reduced by a penalty that will be computed as three (3) times the average deficiency divided by the specified thickness times the contract unit price. C. Pavement specified over two (2) inches in thickness but of a thickness less than the thickness specified by more than one fourth (1 /4) inch but less than fifteen ( I S) percent of plan thickness will be consi ' dared an a deficient thickness and an adjusted unit price shall be used in payment; which price shall bear the same ratio of the contract unit price as the fifth (Sth) power of the actual thickness of the pavement bears to the fifth (Sth) power of the thickness specified. (Reference: 6**5/7**5=0.4627). The length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall be the entire width of payment specified within the length shall be determined. D. No additional payment over the contract price will be made for any hot-mix asphaltic concrete surface of a thickness exceeding that required by the plans and specifications. 3.04 MEASUREMENT: Prime coat and tack coat will not be measured for direct Payment, but shall be considered an subsidiary work pertaining to the Placing of asphaltic mixtures of the type specified. Leveling-up courses shall be measured by the ton of two thousand (2,000) pounds of the type or types used in the completed and accepted work. Binder (Base) and surface courses shall be measured by the square yard of surface area complete in place. SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -10- 3.05 PAYMENT: Work performed and materials furnished as prescribed by this items, measured as provided above, shall be paid for at the contract unit price bid, for the type or types of courses and mixtures as shown on the proposal, which price shall be payment in full for quarrying; furnishing all materials; for all heating; mixing; hauling; cleaning existing base course or pavement; placing asphaltic mixtures; rolling and finishing; and for all labor, tools, equipment, and incidentals necessary to complete the work, including the work and materials involved in the application of prime coat and tack coat. End of Section SECTION 02510 - HOT-MIX ASPHALTIC CONCRETE -11- 0 SECTION 02930 - SEEDING PART 1 - GENERAL I �II � �7 �I.`Z�:ii�� C�7�1 A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02220, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control" and Item 180, "Wildflower Seeding". 1.03 SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within 100 miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the Project Manager, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the Project Manager. B. Fertilizer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2- Products). Do not seed when soil is excessively wet or dry or when wind exceeds 10 miles per hour. B. Schedule After All Other Construction and Planting Is Complete. SECTION 02930 - SEEDING -1- J� C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, while planting the seed and maintaining the seedlings until the project is accepted by the City. PART 2 — PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the Project Manager at the time of planting. The Contractor shall notify the Project Manager, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the Project Manager. Any adjustment of area location by the Project Manager shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed 10 percent by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. Non-native �rass seed shall consist of: If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Puri 25 Bermuda (unhulled) Cynodon dacrylon 85% 75 Bermuda (hulled) Cynodon dacrylon 95% Substitute the following if planted between September 10 and Apri115: 220 Rye Grass Lolium multiflorum 82% 40 Bermuda (unhulled) Cynodon dactylon 84% Germination 90% 90% 80% 85% SECTION 02930 - SEEDING -2- 2 Native �rass seed - The seed shall be planted between February 1 and October 1 and shall consist o£ Lbs. PLS/Acre Common Name Botanical Name 16 Green Sprangletop Leptochloa dubia 40 Sideoats Grama* Bouteloua curtipendula 64 Little Bluestem* Schizachyrium scoparium 200 Buffalograss Buchloe dactyloides 40 Indian Grass* Sorghastrum avenaceum 16 Big Top Lovegrass* Eragrostis hirsuta 16 Weeping Lovegrass Eragrostis curvula 80 Canada Wild Rye* Elymus canadensis var. canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre 10 20 50 10 10 20 10 3 10 10 Common Name Foxglove* Lanceleaf Coreopsis Bluebonnet Pink Evening Primrose Purple Coneflower* Indian Blanket Mexican Hat Maximillian Sunflower* Winecup Lemon Mint* Botanical Name Penstemon cobaea Coreopsis lanceolata Lupinus texensis Oenothera speciosa Echinacea purpurea Gaillardia pulchella Ratibida columnaris Helianthus maxi»ziliana Callirhoe involucrata Monarda citriodora *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. Temporary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than 10 percent moisture, air dry weight basis. 5. Additives shall include a binder in powder form. SECTION 02930 - SEEDING -3- 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. c. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Water: Shall be furnished by the Contractor and shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2" per week should be applied for approximately three weeks or until project is accepted by the Project Manager. E. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use one of the soil retention blankets below. (Follow the manufacturer's directions): a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. b. "Soil Guard" from Weyerhauser, Post Office Box 434, Montclair, New Jersey 02042, (201) 744-2625. c. "Airtrol" from USGypsum, 700 North Highway 45, Libertyville, Illinois 60048, (708) 970-5138. 2.02 MIXING Seed, mulch, fertilizer and water may be mixed provided that: 1. Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within 30 minutes after placed in the equipment. SECTION 02930 - SEEDING -4- PART 3 - EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one inch deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. 3. In areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. C. Watering: Soil should be watered to a minimum depth of four inches within 48 hours of seeding. 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If inechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time 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 is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. 3.03 MULCHING A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,500 lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. "Flat" and "sloping" surfaces will be shown on the plans if not visually obvious. SECTION 02930 - SEEDING -5- ii C. Apply within 30 minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04, B) and project has been accepted by the Project Manager. 3.04 MAINTENANCE AND MANAGEMENT A. Includes protection, replanting, maintaining grades and immediate repair of erosion damage until the project receives final acceptance. B. Replanting 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the Project Manager. 2. A"stand" shall be defined as: a. BermudalRye grasses: Fourteen growing plants per square inch established within two weeks of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. b. Native grass and wildflowers: 80% percent coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. c. Having no bare spots greater than six inch square. END OF SECTION .-, � � SECTION 02930 - SEEDING -6- r� .� SECTION 03300 — CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 SCOPE OF WORK A. Concrete Sidewalk B. Repair of Concrete Pool Structure 1.02 QUALITY ASSUR.ANCE Reference Specifications: The work under this division of the Specifications shall conform generally to the requirements of Item 314 -"Concrete Pavement", Item 406 - "Concrete for Structures", and Item 410 —"Concrete Structures" of the City of Fort Worth's Standard St�ecifications for Street and Storm Drain Construction. PART 2 - MATERIALS 2.01 FORMS Forms shall be of ample strength, adequately braced, joined neatly and tightly and set exactly to established line and grade. 2.02 REINFORCING MATERIALS Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the requirements of the current standard Specifications for Intermediate Grade Billet Steel Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the time the concrete is placed shall be free from rust, scale or other coatings that will destroy or reduce the bond. General reinforcing bars shall be number three bars spaced 18 inches on center in walks and 12 inches in slabs as shown on Plans. 2.03 CONCRETE MATERIALS A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications Designation C-150 and shall be Type 1. B. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and shall be free from any excess amount of salt, alkali, vegetative matter or other objectionable materials. The aggregate shall be well graded from fine to course and the maximum size shall be one inch . Fine aggregate shall consist of sand C. Water: Water used in mixing concrete shall be clean and free from deleterious amounts of acids, alkalies, vegetative matter or organic material. The concrete shall be mixed in an approved batch mixer. The mixing time shall not be less than one minute after all the batch materials are in the mixer. Cement content shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. SECTION 03300 - CAST-IN-PLACE CONCRETE -1- r D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as specified above. Sufficient transit mix equipment shall be assigned exclusively to the project as required for continuous pours at regular intervals without stopping or interrupting. Concrete shall not be placed on the job after a period of 1 1/2 hours after the cement has been placed in the mixer. 2.04 RELATED MATERIAL A. Expansion Joint Filler: Expansion joint material shall be one inch clear heart redwood with cap or 3/4 inch pre-molded fiber to the thickness of the concrete paved cross section as shown on the plans B. Dowels: Dowels for expansion joints shall be number four smooth round steel bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen inches on center or as shown on Plans. C. Curing Compound: The membranous curing compound shall comply with the requirements of A.S.T.M., Designation C-309, Type 2, white pigmented. D. PVC Sleeves: The Contractor shall furnish and install four inch class 200 PVC pipe sleeves under concrete walk as shown on plans and details. 2.05 CONCRETE MIX DESIGN AND CONTROL A. Mix Design: The concrete shall contain not less than five sacks of cement per cubic yard. Total water shall not exceed seven gallons per sack of cement. The mix shall be uniform and workable. The amount of course aggregate (dry-loose volume) shall not be more than 85 percent per cubic yard of concrete. The net amount of water will be the amount added at the mixer plus the free water in the aggregate or minus the amount of water needed to compensate for absorption by the aggregates. Free water or absorption determinations will be based on the condition of the aggregates at the time used. The absorption test will be based on a thirty minute absorption period. No water allowance will be made for evaporation after batching. B. Slump: When gauged by the standard slump test, the settlement of the concrete shall not be less than 3 inches nor more than 5 inches, unless otherwise indicated. C. Quality: The concrete shall be designed for a minimum compressive strength of 3,000 pounds per square inch at the age of twenty-eight days. SECTION 03300 - CAST-IN-PLACE CONCRETE -2- � D. Control-Submittal: Within a period of not less than ten days prior to the start of concrete operations, the Contractor shall submit to the Engineer a design of the concrete mix proposed to be used together with samples of all materials to be incorporated into the mix and a full description of the source of supply of each material component. The design of the concrete mix shall conform with the provisions and limitation requirements of these specifications. All material samples submitted to the Engineer shall be sufficiently large to pertnit laboratory batching for the construction of test beams to check the adequacy of the design. When the design mix has been approved by the Engineer, there shall be no change or deviation from the proportions thereof or sources of supply except as hereinafter provided. No concrete mav be nlaced on the iob site until the mix desi�n has been anvroved bv the En�ineer in writin� to the Contractor. PART 3 - EXECUTION 3.01 REINFORCING Metal reinforcing shall be accurately placed in accordance with the Plans and shall be adequately secured in position by concrete, metal, or plastic chairs and spacers. Bar splices shall overlap at least twelve inches. The re-bars shall be bent cold. 3.02 JOINTS A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface. The bottom edge of the material shall extend to or slightly below the bottom edge of the slab and the top edge shall be held approximately 1/2 inch below the surface of the slab. The edge of joints shall be tooled with an edging tool having a 1/2 inch radius. B. Contraction Joints: Contraction joints shall be 1/4 inch wide by 3/4 inch deep, tooled joints placed on six foot centers, unless otherwise indicated. Contraction joints will not be required to be sealed. Sawed joints may be allowed only if specifically approved by the Engineer. Joints will be sawed as soon as sawing can be performed without stripping aggregate from the concrete, generally within twelve to twenty-four hours after placement, and they shall be completed before uncontrolled cracking of the pavement takes place. C. Construction Joints: Construction joints shall be installed in all concrete work at the locations shown on the Plans. Construction joints fortned at the close of each day's work shall be located at any of the control joints designated on the Plans. Joints may be constructed by use of wood or preformed metal bulkheads set true to the section of the finished concrete and cleaned and oiled. Surplus concrete on the subgrade shall be removed before resuming concreting operations. 3.03 PLACING CONCRETE Placement of Concrete: The concrete shall be rapidly deposited on the subgrade immediately after mixing is completed. Subgrade and forms shall be dampened prior to placement of the concrete. The concrete shall be transported, placed and spread in such a SECTION 03300 - CAST-IN-PLACE CONCRETE -3- i� manner as to prevent segregation of the aggregate or an excess amount of water and fine materials to be brought to the surface. No concrete shall be placed when the air temperature is less than forty degrees Fahrenheit nor when the temperature of the concrete is eighty-five degrees Fahrenheit or higher, without approval of Construction Inspector. Placement shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the space between the bars. No concrete that has partially hardened or that has been contaminated by foreign material shall be deposited in the work nor shall retempered concrete be used. Each section of pavement between expansion and construction joints shall be placed monolithically. All concrete shall be thoroughly compacted by suitable means during the operation of placing and shall be thoroughly worked around reinforcement and embedded fixtures and into the corners of the forms. Special care shall be taken to prevent voids and honeycombing. The concrete shall then be struck off and bull-floated to the grade shown on the Plans before bleed water has an opportunity to collect on the surface. 3.04 FINISHING All concrete shall be finished by experienced, qualified concrete finishers. All concrete shall have a neat, rounded edge. Edging and jointing (radius described on Plans) shall be accomplished with care so as not to leave deep impressions in the concrete surface adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support the weight of cement finishers, a smooth steel trowel will be used to produce hard surface. The entire surface will then be brushed with a stiff bristle broom to produce a uniform textured finish. All edges and sides of concrete exposed to view shall be free of warp and blemishes with a uniform texture and smoothness as described in Plans. 3.05 CURING Curing Compound: Immediately after the finishing operations, the concrete shall be completely covered with a curing compound. The concrete surface shall be kept moist between finishing operations and the application of the curing compound. The curing compound shall be applied under pressure by means of a spray nozzle at a rate not to exceed 200 square feet per gallon. A minimum of 72 hours curing time will be required. 3.06 CONCRETE WALLS A. Placing Concrete L Where tremies are used, or where the free drop is 5'-O" or more, and through reinforcement, use a dumping box or board, moving the concrete therefrom by shovels or hoes. 2. Deposit concrete so that the surface is kept level throughout, a minimum being permitted to flow from one position to another, and place as rapidly as practicable after mixing. 3. Do not use in this Work any concrete not placed within 30 minutes after leaving the mixer. SECTION 03300 - CAST-IN-PLACE CONCRETE -4- r 4. Thoroughly work concrete around reinforcement and embedded fixtures, and into corners of forms, during placing operations. 5. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly compact and without voids. Determine the number of tampers needed by the amount and method of placing concrete. 6. Exercise care to tamp concrete vigorously and thoroughly to obtain maximum density. 7. Use manual tampers as well as mechanical vibrators. a. Exercise care to direct the quick handling of vibrators from one position to another. b. Do not over-vibrate concrete. c. Do not move concrete by use of vibrator. B. Finishing 1. All formed surfaces exposed to view shall have a smooth form finish. 2. After concrete has been properly placed and cured, sandblast finish if indicated on the plans and per specification Section 03350. 3.07 PROTECTION After concrete is placed, finished and cured as required, permit no traffic thereon for three days thereafter and further protect the surface from damage due to other causes. END OF SECTION � � � '� � SEC7'ION 03300 - CAST-IN-PLACE CONCRE7'E -5- � TECHNICAL SPECIFICATIONS DNISION 16 - ELECTRICAL SECTION 16010 - GENERAL REQUIREMENTS FOR ELECTRICAL WORK PART 1 - GENERAL 1.1 SUMMARY A. Provide all labor, materials, supervision, tools, services, equipment and incidentals necessary for complete and operational systems as specified under this division and as shown on the Contract Drawings. 1.2 DRAWINGS AND SPECIFICATIONS A. Prior to submitting a bid: Examine the Drawings. 2. Read the Specifications and other Contract Documents, including Addenda and referenced material. Visit the site of the work. 4. Become informed prior to bidding as to existing conditions and limitations of the project. B. Bring exceptions and inconsistencies in Drawings, specifications, addenda, referenced material, other Contract Documents and site conditions to the attention of the Engineer in writing seven days before the bid opening; otherwise be responsible for changes and additions that become necessary during construction. C. Interpretation or correction of the Contract Documents will be made by Addendum and will be mailed or delivered to each Contract Bidder of Record. D. Location of material, equipment, devices and appliances shown in the Contract Drawings are approximate and are subject to such revisions as may be necessary or desirable at the time the work is installed. Install the work in relation to existing conditions and be responsible for the correctness of the work with reference to finish elevations and surrounding conditions. E. The accompanying Drawings do not indicate the existing electrical installations other than to identify modifications and extensions thereto. Visit the site and ascertain the conditions to be met and the work to be accomplished in removing and modifying the existing work, and installing the new work. Failure to comply with this shall not constitute grounds for any additional payment in connection with removing or modifying any part of the existing installations and/or installing any new or temporary work under this Division. 1.3 CODES AND STANDARDS A. Execute the work in accordance with local, state and national codes, ordinances and regulations having jurisdiction or authority over the work. Make any and all adjustments required by these agencies without further cost to the Owner. In addition, conform to the applicable provisions and recommendations of the following standards: SECTION 16010 - GENERAL REQUIREMENTS -1- V National Electrical Manufacturer Association (NEMA) 2. American Society for Testing and Materials (ASTM) National Fire Protection Association (NFPA) 4. National Electrical Safety Code (NESC) 5. Institute of Electrical and Electronic Engineers (IEEE) 6. National Electrical Code (NEC) 7. Underwriters' Laboratories (UL) 8. American National Standards Institute (ANSI) 9. Uniform Building Code (UBC) 10. Occupational Safety and Health Administration (OSHA) 11. Americans with Disabilities Act (ADA) 12. Local utility companies B. Execute the work in accordance with the most current codes and standards in effect at the time of bidding. C. In the event standards and codes conflict with each other, the most stringent shall apply. D. Conform to National Ele.ctrical Code rules. Provide material and equipment which is approved by Underwriter's Laboratories, bears UL label and is acceptable to Factory Mutual. E. It is specifically understood, however, that in those instances where capacities, sizes, etc., of electrical equipment, devices or material as designated in these Specifications or on the Drawings are in excess of the minimum requirements of the National Electrical Code, such designated capacities shall prevail. PART2-PRODUCTS 2.1 SHOP DRAWINGS AND SUBMITTALS A. Submit Shop Drawings for all material furnished under this division of the work. Refer to the General Requirements for additional requirements. In addition to the quantity of Shop Drawing copies required by the General Requirements, furnish one additional copy for the Electrical Engineer's file. No material shall be fabricated, delivered to the jobsite, or installed which has .,.. not been approved by the Engineer through Shop Drawing submittals. B. The submittals shall include sufficient descriptive material, such as catalog cuts, diagrams, and other data published by the manufacturer, as well as evidence of compliance with safety and performance standards, to demonstrate conformance to the specification requirements; catalog numbers alone will not be acceptable. The data shall include the name and address of the nearest service and maintenance organization that regularly stocks repair parts. SECTION 16010 - GENERAL REQUIREMENTS -2- C. Deliver Shop Drawings to the Engineer in sufficient time to avoid delay of the project. Allow a minimum of one month for the Engineer to review and return the submittals. Division 16 submittals shall be submitted at one time and shall be bound together in one common binder or folder. D. Before submitting Shop Drawings for review, examine them and verify that they correctly represent the material or equipment intended for this project. The Contractor's review of Shop Drawings is not intended to take the place of the review of the Engineer, and Shop Drawings which have not been reviewed by the Engineer shall not be used in fabricating or installing any work. E. List deviations and exceptions from the specified equipment in writing. Failure to do so will be cause for rejection of submittals. Contractor agrees that if deviations, discrepancies, or conflicts between Shop Drawing submittals and the Contract Documents are discovered either prior to or after Shop Drawing submittals are reviewed by the Engineer, the Contract Documents shall control and shall be followed, unless deviations have been specifically approved by the Engineer. F. The review of Shop Drawings or catalog data by the Engineer shall not relieve the Contractor from responsibility for deviations from plans and specifications unless he has, in writing, specifically called attention to such deviations at the time of submission and has obtained the permission of the Engineer thereon; nor shall it relieve him from responsibility for error of any kind in Shop Drawings. When the Contractor does call such deviations to the attention of the Engineer, he shall state in his letter whether or not such deviations involve any extra cost. If this is not mentioned, it will be assumed that no extra cost is involved for making the change. G. Contractor agrees that Shop Drawing submittals reviewed by the Engineer are not change orders; that the purpose of Shop Drawing submittals by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. 2.2 STANDARDS FOR MATERIALS A. It is the intention of these specifications to indicate a standard of quality for all materials incorporated in this work. Manufacturer's names and catalog numbers are used to designate the item of equipment or material as a means of establishing grade and quality. Where several manufacturers are named, only the named manufacturer's products will be considered and the Contractor's bid shall be based on their product with the exception of the lighting fixtures and poles where only the named manufacturer's products will be considered. B. Where the phrase 'or approved equal' or 'or equal' or 'equal to' or 'accepted substitute' is used in these specifications, the names or name mentioned are to be used as a basis of quality. Other manufacturers will be considered if the quality of the proposed material is equal to that of materials named, in the opinion of the Engineer. Such unnamed manufacturers' products will, however, be considered as substitutions and shall not be used as a basis for bidding. C. Basis of quality shall include material, workmanship, weight, finishes, gauges of material, appearances, capacity and performance. Manufacturer's representation as to availabiliry of equipment, replacement parts and service personnel in the area will be a factor in consideration of submittals. D. All materials shall be fully warranted. SECTION 16010 - GENERAL REQUIREMENTS -3- E. Furnish standard products and manufacturers regularly engaged in production of such equipment. F. Furnish manufacturer's latest standard design. G. All equipment shall conform with applicable IEEE, UL, ANSI and/or NEMA Standards. H. Obtain manufacturer's recommendations and instructions for all installed equipment including installation instructions, preparation cleaning, tests and preservice checks, then ensure all have been performed prior to completion of work. 2.3 SUBSTITUTIONS A. Substitutions of equipment shall be approved by the Engineer prior to installation. Substitution of equipment shall be in accordance with Division 1 of the specifications. B. When alternate or substitute materials and equipment are used, the Contractor shall be responsible for space requirements, configurations, pertormance, changes in bases, supports, structural members and openings in structure, and other apparatus and trades that may be affected by their use. C. Contractor shall bear all additional costs resulting from the use of substituted materials. Such changes shall be at no additional cost to the Owner. PART 3 - EXECUTION 3.1 PERMITS AND FEES A. Secure and pay for all necessary permits, licenses and inspections required by law for the completion of the Work. Secure and pay for all certificates of approval that are required and deliver them to the Engineer before final acceptance of the Work. B. The contractor shall obtain a City of Fort Worth building permit. The Owner is waiving the requirement for payment of fees for building permit. C. If any charges are made by a utility company in connection with the work under this division, the Contractor shall advise the Owner, so that the Owner can pay these charges. Advise the Owner of these charges in a timely manner, so as not to delay construction on the project. 3.2 QUALITY ASSURANCE A. Use adequate quantities of skilled workmen who are trained and experienced in their crafts and who are familiar with the specified requirements and methods needed to perform the work in this division. B. Install materials and equipment based upon actual dimensions and conditions at the project site. Field measure for materials or equipment requiring exact fit. C. Perform work in accordance with good commercial practice. The good appearance of the finished work shall be of equal importance with its operation. SECTION 16010 - GENERAL REQUIREMENTS -4- 3.3 PRODUCT DELIVERY, STORAGE AND HANDLING A. Follow the manufacturer's directions in the delivery, storage and handling of equipment and materials. B. Equipment and materials shall be tightly covered and protected against dirt, water, chemical or mechanical injury and theft. Damaged equipment will not be accepted. C. After materials are installed, protect the installation until the work is completed and accepted by the Owner. 3.4 CLEANING UP A. Remove all shipping labels, dirt, paint, grease and stains from all equipment under this division of the Work. Remove debris as it accumulates. Upon completion of the Work, clean all electrical equipment and the entire electrical installation in order to present a first class electrical installation. No loose parts, scraps, tools nor debris shall be left on the premises. 3.5 FOUNDATIONS A. Be responsible for the installation of steel reinforced concrete piers for pole-mounted lighting fixtures. Neatly chamfer top edges and conform to the requirements of the other sections of the specifications describing this class of work. Remove all form marks, burrs and imperfections from all exposed surfaces for a neat and appealing appearance. 3.6 PAINTING A. Maintain original factory finish on all material and equipment installed under this division of the work unless specifically noted otherwise within the Contract Documents. Should the finish be marred in transit or during installation, it shall be finished to present a neat, workmanlike appearance. Leave equipment clean and free from any grease, dirt and rust and in a suitable condition for painting. 3.7 EXCAVATION AND BACKFILLING A. Be responsible for all excavating and backfilling necessary for the installation of the work under this division. Include shoring and pumping in ditches to keep them in dry conditions until the work has been installed. Perform all shoring required to protect the excavation and safeguard employees. B. Make excavations to the proper depth, with allowances made for floor slabs, forms, beams, etc. Compact the ground under conduits before conduits are installed. Obtain approval of routing of excavation from the Engineer prior to executing the work. C. Install exterior conduits with a minimum of 36 inches of cover below the finished grade, unless otherwise indicated. D. Use selected soil for backfilling, free from rocks and debris, pneumatically tamped with 6 inch layers to secure a field density ratio of 90 percent as defined by ASTM Designation D698-57T (Proctor Soil Compaction Test). E. Remove from the site excavated materials not suitable for backfill and not used in the backfill. SECTION 16010 - GENERAL REQUIREMENTS -5- F. Field check and verify the locations of all underground utilities. Avoid disturbing these as far as possible. In the event existing utilities are damaged, they shall be repaired to make their operation equal to before any trenching was started. G. Replace concrete, curbs, paving and other surface improvements cut during excavation to their original condition. In a lime stabilized area, the lime stabilization shall be fully restored after the excavation is complete. H. Refer to Section 16111 for marking underground electrical work. 3.8 RECORD DOCUMENTS A. Job set: Promptly following receipt of the Owner's Notice to Proceed, secure from the Engineer at no charge to the Contractor, one complete set of all Documents comprising the Contract. B. Final Record Documents: At a time nearing the completion of the work, secure from the Engineer at no charge to the Contractor one complete set of sepia transparencies of all Drawings in the Contract. C. Maintenance of Job Set: Immediately upon receipt of the job set described in paragraph above, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". D. Preservation: .,.., 1. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for the new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set to the approval of the Engineer. 2. Do not use the job set for any purpose except entry of new data and for review by the Engineer, until start of transfer of data to final Project Record Documents. 3. Maintain the job set at the site of Work as that site is designated by the Engineer. E. Making Entries on Drawings: 1. Using an erasable colored pencil (not ink or indelible aencill, clearly describe the change by graphic line and note as required. 2. Date all entries. 3. Call attention to the entry by a'cloud' drawn around the area or areas affected. 4. In the event of overlapping changes, use different colors for the overlapping changes. 5. All equipment shall be clearly indicated in its installed location. Exposed items may be located to scale. Concealed items not readily accessible, such as underground conduit, shall be located by dimension. SECTION 16010 - GENERAL REQUIREMENTS -6- F. Transfer of Data to Finat Project Documents: Approval of recorded data prior to transfer: a. Following receipt of the transparencies described above, and prior to beginning transfer of recorded data thereto, secure the Engineer's approval of all recorded data. b. Make required revisions. 2. Transfer of Data to Drawings: a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding transparencies, coordinating the changes as required. b. Clearly indicate at each affected detail and other drawing a full description of changes made during construction, and the actual location of items described above. c. Call attention to each entry by drawing a'cloud' around the area or areas affected. d. Make changes neatly, consistently, and with the proper media to assure longevity and clear reproduction. G. Review and Submittal: 1. Submit the completed set of Project Record Documents to the Engineer as described above. 2. Participate in review meetings as required. 3. Make required changes and promptly deliver the final Project Record Documents to the Engineer. 3.9 INSTALLATION INSPECTIONS AND CERTIFICATIONS A. Obtain timely inspections of the installation by the constituted authorities. Remedy any deficiencies to the satisfaction of the inspection authority. B. Upon final completion of the Work, obtain certificates of acceptance from the constituted authorities. Deliver the certificates to the Engineer for transmission to the Owner. 3.10 OPERATION PRIOR TO ACCEPTANCE A. When any equipment is operable, and it is to the advantage of the Contractor to operate the equipment, he may do so provided that he properly supervises the operation and retains full responsibility for the equipment operated. Regardless of whether or not the equipment has or has not been operated, clean the equipment properly, make required adjustments, and complete punchlist items before final acceptance by the Owner. B. The date of acceptance by the Engineer, for beneficial use by the Owner, shall be the beginning date of the warranty period. SECTION 16010 - GENERAL REQUIREMENTS -7- :� � 3.11 ACCEPTANCE OF THE WORK A. The Work, when completed, will be accepted in a finished, perfect and undamaged state only. Provide for protection of the Work during its progress, and if damaged, do all patching or replacing necessary to its full and satisfactory completion. 3.12 WARRANTY A. Furnish a written certificate, guaranteeing all materials, equipment and labor to be free of all defects for a period of one year from the date of final acceptance by the Owner of the Work, and guarantee that if any defects appear within the stipulated guarantee period, such work shall be replaced without charge. B. This guarantee shall be extended to include the capacity and integrated performance of all component parts of the various systems. C. Lamps for light fixtures shall be excluded from the guarantee requirements of this section. 3.13 FINALLY A. It is the intention that this Specification provide a complete installation. Include all accessory construction and apparatus necessary to the operation and testing of the work under this division. The omission of specific reference to any part of the work necessary for such complete installation shall not relieve this Contractor from furnishing and installing such parts. END OF SECTION � � � � � L�' SECTION 16010 - GENERAL REQUIREMENTS -8- h y � TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16111 - CONDUITS PART 1 - GENERAL 1.1 DESCRIPTION A. Refer to Section 16010: General Requirements for Electrical Work. B. Provide labor, materials, services, equipment, and appliances required in conjunction with the installation of conduit systems as indicated in the Contract Documents. 1.2 SUMMARY A. Manufacturer's Data: Submit copies of manufacturer's specifications and product data for products to be used. PART2-PRODUCTS 2.1 MATERIALS A. Rigid Metal Conduit: Heavy-wall, mild steel tube with metallic corrosion-resistant coating on interior and exterior, hot-dipped galvanized, free from defects and manufactured in accordance with ANSI standards, and UL listed. B. Rigid Nonmetallic Conduit: 1. Direct buried - Schedule 40, UL listed. 2. Concrete encased - Schedule 20, UL listed. C. Elbows and Bends: 1. Rigid nonmetallic conduit systems - rigid metal conduit. 2. Other conduit systems - same material as the conduit with which they are installed. D. Bushings: 1. 1-1/4 inch and smaller - high-impact thermosetting phenolic insulation, 150 degrees C., O. Z./Gedney Type A. 2. 1-1/2 inch and larger - hot-tiipped galvanized with thermosetting phenolic insulation, 150 degrees C., O. Z./Gedney Type B. E. Locknuts: 1. 1-1/2 inch and smaller - zinc-plated heavy stock steel, O. Z./Gedney. 2. 2 inches and larger - cadmium-plated malleable iron, O. Z./Gedney. SECTION 16111 - CONDUITS -1- F. Hubs: Cadmium-plated malleable iron, tapered threads, neoprene 'O' ring, insulated throat, O. Z./Gedney. G. Liquidtight Conduit Connectors: Cadmium-plated malleable iron body and nut, cadmium plated steel ferrule, insulated throat, integrally-cast external ground lug, O. Z./Gedney Type 4QL. H. End Bells: Hot-dipped galvanized, threaded, malleable iron, O. Z./Gedney Type THS. I. Accessories: Reducers, bushings, washers, etc., shall be cadmium-plated, malleable iron of the forms and dimensions best suited for the application. J. Identifying Tape for Buried Conduits: 6 inches wide, polyethylene, with printing continuous along length of tape, Brady Identoline. 1. For buried electric power conduits - yellow with black letters. PART 3 - EXECUTION 3.1 I NSTALLATI ON A. Size conduits as indicated on the Contract Drawings and as required by the National Electricaf Code for the quantity and sizes of wires to be installed in the conduit. Do not use conduit sized less than 3/4-inch unless specified otherwise. B. Ream, remove burrs, and swab inside conduits before conductors are pulled in. C. Cap or plug conduits with standard manufactured accessories as soon as the conduits have been permanently installed in place. D. Make bends and offsets in 1 inch and smaller conduits with approved bending devices. Do not install conduits which have had their walls crushed and deformed and their surface finish damaged due to bending. E. Where space conditions prohibit the use of standard ells, elbows, and conduits, use cast ferrous alloy fittings of such forms and dimensions as best required for the application. F. Make conduit joints mechanically tight, electrically continuous, and watertight. G. Install insulated throat threaded hubs on conduits entering enclosures without threaded hubs. H. Install insulated throat grounding bushings on conduits stubbed through slabs and foundations into electrical enclosures. I. Provide grounding of conduits, fittings and accessories. Refer to grounding section of specifications. J. Branch Circuits: 1. Install rigid metal conduit in damp and wet locations. 2. Below grade, bury Schedule 40 nonmetallic conduit, where permitted by the authorities having jurisdiction. If not permitted, use �igid steel conduit in accordance with installation requirements stated below. Above grade, use rigid steel conduit and for SECTION 16111 - CONDUITS -2- �•J elbows and bends greater than 30 degrees regardtess of whether conduit is above or below grade. Wrap buried metal conduit portions with .020 inch thick self-sticking, anti- corrosive PVC pipe wrapping tape. Wrap tape half-lapped continuously around metal portions. END OF SECTION � � .4 SECTION 16111 - CONDUITS -3- � � a� TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16120 - WIRES AND CABLES PART 1 - GENERAL 1.1 SUMMARY A. Manufacturer's Data: Submit copies of manufacturer's specifications for products to be used. PART2-PRODUCTS 2.1 MATERIALS A. Provide conductors made of soft-drawn annealed copper with a conductivity not less than that of 98 percent pure copper. B. Utilize conductors with insulation rated at 600 volts and insulated with type "XHWN" insulation with USE listing. C. All wire shall be color coded. Mark conductors on each end with a 1 inch band of colored pressure-sensitive plastic tape or by the use of brilliant waterproof lacquer, applied according to manufacture�s instructions. Colors for each phase and the neutral shall be consistent throughout the system in accordance with the requirements of this section. D. Conductor sizes shown on the Contract Documents are selected based upon use with 75°C terminations. Furnish terminations which are UL listed for 75°C or derate conductors for use at 60°C. Use of 90°C terminations is acceptable, but conductor must be sized at the 75°C rating. Do not use 90°C rating of conductors. PART 3 - EXECUTION 3.1 GENERAL WIRING METHODS A. Place an equal number of conductors for each phase, neutral and ground of a circuit in same raceway or cable. B. Splice only in junction or outlet boxes. C. Neatly train and lace wiring inside boxes, equipment, and panelboards. D. Make conductor lengths for parallel circuits equal. E. Pull all conductors into a raceway at the same time. Use UL listed wire pulling lubricant for pulling #4 gauge and larger wires. F. When inserting conductors in raceways, comply with the following: 1. Raceways shall first be installed as a complete raceway system without conductors. 2. Do not install pull wires and conductors until the raceway system is in place. SECTION 16120 - WIRES AND CABLES -1- Do not use cleaning agents and lubricants which have a deleterious effect on the conductors. 4. Completely and thoroughly swab raceway system before installing conductors. 3.2 PHASING A. Identify wire and cable for feeders and branch circuits for general power and lighting with a visible color code in accordance with the requirements of this section as follows: 120/208 Volt 277/480 Volt Phase A- Black Phase A- Brown Phase B- Red Phase B- Orange Phase C- Blue Phase C- Yellow Neutral - White Neutral - Grey Ground - Green B. Provide green or bare grounding conductor identification for grounding conductors. Identification of all ungrounded conductors at junction boxes, wireways, and/or terminations may be by means of colored tape or painting when color-coded conductors as specified above are not available. C. Phasing of the complete etectrical installation shall be connected and maintained the same throughout the power distribution system. 3.3 INSTALLATION A. Install conductors in a neat and workmanlike manner to meet code requirements and make runs continuous without weld, splice, or joint between boxes. Do not install wires in conduit unless the entire system of conduit and outlet boxes is permanently in place. Pull conductors using a UL approved wire lubricant. B. Deliver cable and wire to the project in original packages. Conductors with insulation showing deterioration within one year after final completion and acceptance of the Work shall be removed and replaced at no cost to Owner. C. Thoroughly clean wires before installing lugs and connectors. D. Make splices, taps and terminations to carry full ampacity of conductors without perceptibfe temperature rise. E. Terminate spare conductors with electrical tape. F. Torque test conductor connections and terminations to manufacturer's recommended values. G. Where more than three current-carrying conductors are installed in a raceway, use larger size conductor and appropriate larger size raceway to comply with Article 310 of the National Electrical Code. H. Where conductor is installed in an environment where the ambient temperature will exceed 86°F, use larger size conductor and appropriate larger size raceway to comply with Article 310 of the National Electrical Code. SECTION 16120 - WIRES AND CABLES -2- � Test all circuits for grounds. Light and test each lamp. Prove and test energy available at the load side of disconnect switches and at the final point of connection to driven equipment. Make all necessary and reasonable tests as required by the Architect to prove the integrity of work and leave the complete electrical installation ready for operation. END OF SECTION � SECTION 16120 - WIRES AND CABLES -3- TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16122 - WIRE CONNECTION AND DEVICES PART 1 - GENERAL 1.1 SUMMARY A. Manufacturer's Data: Submit copies of manufacturer's specifications for products to be used. PART 2 - PRODUCTS 2.1 MATERIALS A. Make cable and wire connections for splicing or terminating with compression deforming type connectors as manufactured by Bumdy Corp., Thomas & Betts Co., Inc., Dossert Manufacturing Corp., Ilasco Corp., or accepted substitute. Soldered connections will not be permitted. Twist-on insulated connectors, of proper size, and resistant to vibration, may be used. Use twist-on connectors as manufactured by Minnesota Mining and Manufacturing Co., Thomas & Betts Co., Inc., Ideal Industries, Inc., or approved equal. B. Provide terminal connectors with the hole sizes and spacing in accordance with NEMA standards. Terminal connectors are not required for connections to the circuit breakers in the lighting and/or receptacle panels. C. Insulate connections made with non-insulated connectors with three layers of plastic tape, each layer being half-lapped. Use No. 35+ plastic tape as manufactured by Minnesota Mining and Manufacturing Co., or similar and equal plastic tape as manufactured by Plymouth Rubber Co. PART 3 - EXECUTION 3.1 INSTALLATION A. Branch circuits and connections to all electrically operated equipment are included in this contract, whether or not specifically mentioned. END OF SECTION SECTION 16122- WIRE CONNECTION AND DEVICES -1- TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16180 - OVERCURRENT PROTECTIVE DEVICES PART 1 - GENERAL 1.1 SUMMARY A. Refer to Section 16010: General Requirements for Electrical Work. B. Furnish all labor, materials, services, equipment appliances required in conjunction with installation of overcurrent protective devices as indicated in the Contract Documents. 1.2 SUBMITTALS A. Manufacturer's Data: Submit copies of manufacturer's specifications for products to be used. PART2-PRODUCTS 2.1 CIRCUIT BREAKERS A. Circuit breakers shall be bolt-on thermal magnetic circuit breakers with quantity of poles and ampere rating shown on the Drawings. Circuit breakers shall be capable of interrupting the fault current available to them without the use of series connected ratings. PART 3 - EXECUTION 3.1 I NSTALLATI ON A. Install overcurrent devices in accordance with the National Electrical Code. Coordinate the work under this section with the work under other divisions of the specifications. B. Unless otherwise indicated, protective devices shall be mounted with top of cabinet or enclosure 6 feet 6 inches above finished floor, properly aligned, and adequately supported independently of the connecting raceways. All steel shapes, etc., necessary for the support of the equipment shall be furnished and installed. END OF SECTION SECTION 16180 - OVERCURRENT PROTECTIVE DEVICES -1- TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16450 - GROUNDING PART 1 - GENERAL 1.1 SUMMARY A. Refer to Section 16010: General Requirements for Electrical Work. B. Furnish all labor, materials, services, equipment and appliances required in conjunction with the installation of a grounding system as indicated in the Contract Documents. 1.2 SUBMITTALS A. Manufacturer's Data: Submit copies of manufacturer's specifications for products used. 1.3 TESTS A. Measure ground grid resistance with earth test megger and install additional ground rods and conductors as required until resistance to ground complies with Code requirements. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide a grounding system that includes all connections and testing of ground rods, ground cables, ground buses, conduits, fittings, anchors, supports, thermite process materials and equipment, and other materials as required for a complete installation. B. Provide ground cables composed of stranded bare copper of 98 percent conductivity encased in conduits above grade, or buried to a depth not less than 12 inches below grade. Install as required to provide sufficient mechanical protection. C. Provide Burndy Corp., Type NE, Thomas 8� Betts Co., Inc., Catalog No. 3951, or approved equal, ground fittings for bonding ground cable to its encasing conduit. PART 3 - EXECUTION 3.1 I NSTALLATI ON A. Ground electrical work in accordance with NEC Article 250, local codes as specified herein, and as shown on the Drawings. B. Install ground cables continuous between connections. Splices will not be allowed except where indicated on the Drawings. C. Install equipment grounding conductors in all raceways. 3.2 COORDINATION SECTION 16450 - GROUNDING -1- TI � A. Coordinate the work under this section with the work under other divisions of the specifications. END OF SECTION O �� L� SECTION 16450 - GROUNDING -2- TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16500 - LIGHTING PART 1 - GENERAL 1.1 DESCRIPTION A. Work Included: 1. Ballfield lighting for Rockwood Park to provide a maintained footcandle output of 30 footcandles average in the in field and 20 footcandles average in the outfield. B. Related Work Specified Elsewhere: 1. Section 16010, General Requirements for Electrical Work. 1.2 SUBMITTALS A. Manufacturer's Literature: Provide complete photometric data. B. Product Data or Shop Drawings: 1. Indicate fixture, body materials, weight, lamp type and dimensions. 2. Indicate ballast type, voltage and temperature limits. 3. Provide pole data drawings. 4. Light fixture aiming plan. C. Engineered Light Pole Footings: Provide engineer stamped drawings showing light pole footing/pier and reinforcement for bid alternate No. 1 fixtures. Poles shall be able to withstand 80 MPH winds with a 1.3 gust factor. 1.3 GUARANTEE A. Fixtures and ballasts shall be guaranteed by the manufacturer for three (3) years. B. Six Hundred Hour Inspection_ Contractor is to inspect light levels on all fields after six hundred (600) hours of burn time. Park and Recreation Department is to monitor and keep written records for each field. Once a field reaches 600 hours burn time, contractor will then inspect field as to proper light levels. If required footcandles are not met, contractor is to replace equipment necessary to insure proper footcandles. PART2-PRODUCTS 2.1 MATERIALS A. Lighting Fixtures: 1. Die-cast aluminum alloy construction. 2. Integral heat dissipating fins to provide a minimum of 1,875 square inches of radiating surface, excluding the ballast enclosure. SECTION 16500 - LIGHTING -1- 3. Body shall be coated after fabrication with a corrosion resistant aluminum paint. 4. Non-corrosive stainless steel screws. 5. Segmented anodized reflectors, replaceable in whole or in part. 6. Prewired socket with a grip type mogul base receptacle. 7. Thermal and shock-resistant flat tempered glass lens. 8. One piece gasketed frame-mounted with a minimum of twenty (20) screws. 9. Lampable from bottom only, without necessity for removal or dismantling of fixture lens or lens frame, and re-aiming of fixture. 10. Lamp secured top and bottom with "Stabilux" socket. 11. Approved product: Widelite FM-1500-B/Widelite FM-1500-D. B. Lamps 1. To operate in Widelite FM-1500-B/FM-1500-D/FM-1000-C. 2. Approved Manufacturer: General Electric. C. Ballasts and Accessories: 1. Regulating type. 2. Capable of operating metal halide lamp rated at 1500 watts output. 3. Drawn aluminum alloy housing. 4. Core and coil assembly encapsulated in non-melt resin. 5. Capacitor on the outside. 6. External from fixture and mountable on a common mast-fitter. 7. Underwriter Laboratories listed for Class H. 8. Approved product: Widelite F Series. D. Light Poles: Shaft 1. High strength, low alloy steel with 50,000 psi minimum meld strength. 2. Cylindrical tapered tube with a longitudinal seam weld with sixry (60%) percent minimum penetration weld. 3. Shaft sections to be field assembled by telescoping the top section over next lower section with a firm tapered fit (not to be welded). 2. Handhole: a. Four by Six and One-half (4" x 6.5") inch handhole with removable steel handhole cover assembly. 3. Grounding Lug: a. Five-sixteenths (5/16") inch - 18 NC tapped hole. b. Weld inside handhole. 4. Wire Outlet: a. Two (2") inch half coupling. b. Welded to pole three (3') feet from top of pole. 5. Pole Top/Wire Support: a. Wire support welded inside top of each pole. b. Removable pole top to be furnished for each pole. Crossarms: SECTION 16500 - LIGHTING -2- a. As required for quantity of fixtures shown on plans for each pole. 7. Anchor Bolts: a. One and one-half by fifty-four by six (1.5" x 54" x 6") inch hook bolt with one (1) flat washer and two (2) hex nuts each. b. Minimum eight (8") inch length threads. 8. Footing Template: a. Provide template same size as required for bolt circle. 9. Finish: a. Steel to be cleaned by shot blasting all mill scale and then formed and welded. b. 8 mil gray powder coat applied over hot-dipped, galvanized steel, 10 year warranty. 10. Fixture Mounting Height: a. Sixty (60') feet. 11. Approved Product: KW Industries, RTSP Series. PART 3 - EXECUTION 3.1 I NSTALLATION A. Wiring Connections: 1. Use approved solderless connectors in making connections in wiring within fixtures or in connecting fixtures wiring to wiring of structure. 2. Light circuits shall be wired through the control boxes and attached directly to the circuit breaker, with no keyed switch or timer attachment. B. Lighting Fixture Installation; 1. Install fixture as recommended by manufacturer's instructions. 2. Mount at heights and spacings as indicated on drawings. 3. An authorized representative of the light fixture manufacturer shall supervise aiming and other adjustments as required at the job site to insure proper lighting. C. Ballasts: 1. Mount on common mastfitters as to present an integrated assembly with fixture. D. Light Poles: 1. To be installed according to manufacturer's recommendation. 2. Use foundation plan as shown on drawings. 3. Contractor shall prepare and spot paint all damaged surfaces. 3.2 CLEANING A. Clean all fixtures prior to installation. SECTION 16500 - LIGHTING -3- END OF SECTION SECTION 16500 - LIGHTING -4- TECHNICAL SPECIFICATIONS DIVISION 16 - ELECTRICAL SECTION 16851 - MISCELLANEOUS ITEMS PART 1 - GENERAL 1.1 SUMMARY A. Refer to Section 16010: General Requirements for Electrical Work. B. Furnish all labor, materials, services, equipment and appliances required in conjunction with the installation of miscellaneous items as described herein. PART2-PRODUCT 2.1 CONTACTORS AND RELAYS A. 3 pole, electrically held, open type with contacts rated 60 amps at 600 volts and 120 volt coil, Square D#8903-SP02 - V02 or equal. 2.2 PHOTOCELLS A. Tork #EPC-1, or accepted substitute. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with manufacturer's specifications and National Electrical Code and other governing authorities. 3.2 COORDINATION A. Coordinate the work under this section with the work under other divisions of the specifications. END OF SECTION SECTION 16851 - MISCELLANEOUS ITEMS -1- a � O D � D a � � � � � � ,� � �� BIDDER'S STATEMENT OF QUALIFICATIONS Firm Name: Date Organized: ❑ PARTNERSHIP ❑ CORPORATION Address: � City: State: Telephone Number: Fax Number: Number of years in business under present name: Former name(s) of organization: Zip: � CLASSIFICATION: ❑ General ❑ Building ❑ Electrical ❑ Plumbing ❑ HVAC ❑ Utilities ❑ Earthwork ❑ Paving ❑ Other l. LIST OF SIMILAR COMPLETED PROJECTS AMOUNT TYPE OF DATE NAlV� and TELEPHONE NUMBER OF OF CONTRACT WORK COMPLETED OWNER 2. LIST OF SIMILAR PROJECTS UNDER CONSTRUCTION OR UNDER CONTRACT AMOUNT TYPE OF DATE NAME and PHONE NUMBER OF OWNER OF CONTRACT WORK COMPLETED BIDDER'S STATEMENT OF QUALIFICATIONS -1- r� � � � � � � � � � � � i � � � � � � 3. LIST SURETY BONDS IN FORCE ON ABOVE INCOMPLETE WORK (LIST 2): DATE OF TYPE OF AMOUNT OF CONTRACT BOND BOND NAME AND TELEPHONE NUMBER OF SURETY 4. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: BIDDER'S STATEMENT OF QUALIFICATIONS -2- i� � � �� CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: PROJECT NUMBER: IS TO CERTIFY THAT : 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 INSURANCE Policy Effective Expires � Limits of Liability J Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Undergroui. Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability Other � �� , � _ .� \ �`d .� d . �,. � . G 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�ency Fort Worth Aeent By Address Title � � 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 C181- 080181043020/C115-080115037151 BRANCH & SONS CONTRACTORS, INC. CONTRACTOR B�� - �� «,) � � �f ZFWt C � ��VP�OJtZN 3�(Z . � STATE OF TEXAS COUNTY OF TARRANT F'- � � Y I G�- P�� 1� ti/S� ' Title � ls l� /Date � ..en..a�.rt.�.��; ?o�^�°°�B<<, AUDREY M. HIL.I � �� NOTARY PUBIJC - STATE OF TEXAS � ��'�oFt�*�y My Comm. Exp. 09-08-2001 = �� BEFORE ME, the undersigned authority, on this day personally appeared 2�q�t w��roo�nw�> known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of �� ,�, �c,, �c�,,,c,,� for the purpose and consideration � therein expressed and in the capacity therein stated. � GIVEN LTNDER MY HAND AND SEAL OF OFFICE this � day of ��-z-ca1�,�,-��, - 19 x'��t�'C� ,. �i ��!�. � � � `� ; �;.. - ; `� , �� , �'`� i�C.�� Notary Public in a�d for the State of Texas , � C ! � �� LJ u � � ��(� r��5� THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND � KNOW ALL MEN BY THESE PRESENTS: That we (1) B C. a (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) ' ' a corporation organized and existing under the laws of the State and fully authorized to transact business in the State 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: FOUR HUNDRED NINETY-SIX THOUSAND SIX HUNDRED AIVD NO/100 ...................................... Q , ($496.600.00) 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 thesepresents. � L�J � � l�l LJ � � � L�J 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 14TF' of December, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK designated as Project No. (s) C181-080181043020/C115-080115037151, 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". 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 lJ 1*J l�1 � lJ � LJ L�J � 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 6 counterparts each one of which shall be deemed an original, this the 14T" of December. 1999. ATTEST: ,�� .f � Go BRANCH & SONS CONTRACTORS, INC. (Principal) Secretary P PAL (4 BY: . � 11� � I2� G. c,a) i�O J 6L1� �Gl + Title: vi csF V'CLf�E2l Dfc-i3't' , 4 (SEAL) 911 COOK STREET MIDLOTHIAN, TX 76065 � Witness as to Principal �Address �'� ATTEST: � � (SEAL) � ' � � L!� L�J (Surety) Secretary ti..� �YJ Wifiess as to Sure G�� BOLEY-FE�f��N INSURANCE 701 LAMAR WICHITA FALLS, TX 76301 GUL� Rt�SU�� CO�PANY Sure BY: �,�-� a ` , _ �.�e, vCvto� (Attorney-in-fact) (5) BOL�Y•��AiH�RSi`ON INSURANC� 701 LAMAR WIGt��[�t��.�.S, TX 76301 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 Parmership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � � F2 0 �� J � �� L�J l� l L� � L�J ��;,��¢E � 15�� PAYMENT BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That we (1) BRANCH & SONS CONTRACTORS, INC. a(2) Cornoration of Texas, hereinafter call Principal, and (3) a corporation organized and existing under the laws of the State and fully autho'rized to transact business in the State 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, and unto all person, fums, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : FOUR HUNDRED NINETY-SIX THOUSAND SIX HUNDRED AND NO/100 ........................................ ($496.,600.001 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 14T" day of December A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: LIGHTING AND PARKING IMPROVEMEIVTS AT ROCKWOOD PARK Project No. (s) C181-080181043020/C115-080115037151 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. � CI � l�1 l!1 F10 L�l �^�I � � � � I�� 0 � � L*'J LJ 'w9 � � � L� � 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 Civii Statutes. PROVIDED FURTHER, that if any lega! action be �led 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 abri@ge the right of any beneficiary hereunder whose claim may be unsatisfied. . IN WITNESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed an original, this the 14T" day of December A.D., 1999. BRANCH & SONS CONTRACT�?RS, INC. ATTE L� : o�� B �� .-_ ,�r4�t c, c,�, ��..� ��. Src. ,. Title: �! t c,1F. pr��„_rr . - (Principal) Secretary Witness as to Principal Address ATTEST: (Surety) Secretary (SEAL) �'11 COOK STREET MIDLOTHIAN. TX 76065 (SEAL) (A ddress) i ess as to Surety BOL -F� TH�, i0N INSURANCE 701 LAMAR (Address) W�CHITA FALLS, TX 76301 t3Ut�� INSi1f�ANCi C�qR�PAN�' Surety, �Y: ..� � �'� �Attorney-in-fact) (5) BOLEY-FEATHERSTON INSURAtV�t (A��e�MAR WICHfTA FALLS, TX 76301 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Parinership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership alt Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � �1 �� , �: �J ' : � I . MAINTENANCE BOND � � T'HE STATE OF TEXAS � COUNTY OF TARRANT § � KNOW ALL MEN BY THESE PRESENTS: That (1) BRANCH & SONS CONTRACTORS, INC. as Principal, acting herein by � and throu h (2) its duly authorized and (3) QU�F tNS�1RANC� C�OMPA�� a corporation organized under the � laws of the State of TEXAS, as surety, do hereby acknowledge themsel es to be held and bound to pay unto the 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 �� I�� I� � � � � � L�l � FOUR HUNDRED NINETY-SIX THOUSAND SIX HUNDRED AND NO/100 ........................................ ($496.600.00) in lawfu] 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, December 14, 1999 the performance of the following described public work and the construction of the following described public improvements: LIGHTING A1vD PARKING IMPROVEMENTS AT ROCKWOOD PARK of same being referred to herein and in said contract as the Work and being designated as project C181- 080181043020/C115-080115037151and 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 (11 Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said periocl, 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. kr � � � Y.� � � � I�., � � � � �r 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 6 counterparts, each one of which shall be deemed an original, dated December 14, 1999. ATTEST: (�,�.��;; , _.� � �_, � , <�: �� (� (-�rincipal) Secretary (Seal) Witness as to Principal (Address) ATTEST: (Surety) Secretary (SEAL) �� Witness��to Sxfety BOLEY-FEATHERSTC3N INSURANCE � 01 L; .'�b11� WICHITA FALLS, TX 76301 BRANCH & SONS CONTRACTORS, INC. PRINCIPAL (4 /�� B�'• � ' (�� ' 1�l C � c,�1� �Y'SUJ 2 Title: v 1�:� cP�'l.� i p�- nf�. 911 COOK STREET MIDLOTHIAN, TX 76065 (Address) QUlF FNSURANCE C'OMPANY \ Suret�� g �l�G�. .e._� ,% ,�r � -i - 701 LAMAR WICHI�I�€.�, 7X 76301 NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or a� 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. F6 I�V � �� /�"�-- � /.�� MAINTENANCE BOND LJ � THE STATE OF TEXAS § COUNTY OF TARRANT � � KNOW ALL MEN BY THESE PRESENTS: That (1) BRANCH & SONS CONTRACTORS. INC. as Principal, acting herein by and through (2) its duly authorized and (3) . � a corporation organized under the laws of the State of TEXAS, as surety, do here �d�� t{�j(l�to be held and bound to pay unto the � City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at 3"� Fort Worth, in Tarrant County, Texas the sum of � � I�J FOUR HUNDRED NINETY-SIX THOUSAND SIX HUNDRED AND NO/100 ........................................ ($496.600.00) 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 surery do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, howevei�; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, December 14, � 1999 the performance of the following described public work and the construction of the following described public improvements: � � � C� [il L1 � � � LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK of same being referred to herein and in said contract as the Work and being designated as project C181- 080181043020/C115-080115037151and 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 (11 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. ' �l �� NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or �. 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. Y�w 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 6 counterparts, each one of which shall be deemed an original, dated December 14, 1999. ATTEST: � � / ; ` l ;i ��9�� . `1'� t � -�� " � �.'� .C' '{�rincipal) Secretary (Seal) r' Witness as to Principal � (Address) ATTEST: �' (Surety) Secretary � (SEAL) � u � �� '� �� W t ss as t Surety BOL�Y•FEAiM�RSTC�I� INSURANCE �AA WICHITA FALLS, TX 76301 BRANCH & SONS CONTRACTORS, INC. PRINCIPAL (4 —� Bv: �' � � � d .c � t2� c . i�-c�c,v2� � . Title: �! i UF tP2�rol T�F�,1�Tt . 911 COOK STREET MIDLOTHIAN. TX 76065 (Address) Gts�� i��,Y�Q�IC� �`�i�P�l��' i � �,��C '�er '��, � sv:' CE �attorn��1 `CAfMAR( ) �Nk�tcik�r,QS�j4LLS, TX 76301 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. F6 � GULF INSURANCE COMPANY BOND ST. LOUIS, MISSOURI NUMBER AE POWER OF ATTORNEY i RIGINALS OF THtS POWER OF A1'TORNEY ARE PRINTED ON 1;LUE PRINCIPAL: �AFETl' PAPER WITH TEAI. INK. DUPLICAI'ES SHALL HAVE 7'HE I,AME FORCE AND EFFECT AS AN ORIGINAL ONLY WHF,N ISS[1F.D IN ,ONJUNCTION WITH THE ORIGINAL. ' KNOWN ALL MEN BY THESE PRESEN'I'S: 'Cha� the Gulf Insurance Com- ;.�ny, a co�por�tion didy o�anized under the laws of the State of Miss��uri, having itti iincipal c�ffice in the city cif Irving, Tex�s, pursuant to the following resolu[ion, , dopted by the Finance & Sxecutive Committee of the Bo�rd of Directors of the said � ompany on the lOth day of i�ugust, 1993, to wit: "RESOLVED, that die President, Executive Vice President or �my Senior Vice resident of the Company shall have au[hority to make, execute and delivcr a Power 1 Attorney constituting as Attorney-in-Faet, such persons, firnis, or corpurations as � tay be selectecl from hme to time; and any sach Attorney-in-Fact may be removed � d the authority granted him rev<�ked by the President, �r any Executive Vi¢e President, or any Senior Vice President, or by the Board af [�irectors or by the ! i�ance and Executive Comroittee of the Board pf Dirzctors. � RESOLVED, that nothing in this Power of Attomey shall be construed as a�rmt authority to the attorney(s)-in-fact to sign, execute, acknowledge, deliver or oth- � i:, wise issue a policy or policies of insurance on behalf �f Gulf Insiirance Compuny. RESOLV$D, that the signature of tlie President, Executive Vice President ur ny Senior Vice President, and the Seal uf the ComPany may be affixed to any such � ower o f A t to rney o r a n y c e r t i t i c a te re l a t i n g t h e r e t c� b y fa c s i m i l e, a n J a n y s u c h �owers so executed and certifiad by facsimile signature and facsimile seal shali be alid and binding upon the Company in the future witli respect tr� an�� b�md ar�d , documents relating to such bonds to which they are atlached" � �ulf In,urance Crnn��any doe,� herehy make. cun�titluc ,uid a�,��nint '- . i .. �� Steve Deal, Laura Espinoza, Staci J. Gross �� . i�; I'! �� ,, �,'11 � ��I� ,�i � �;�� t i I� i: .. Ili- li1 , ti��-�_�� ,)-_��--� )� , iJ �';} _�� _ �� _ , � � ' 6152056 NAME, ADDRESS CITY, STATE, ZIP Branch & Sons Contractors, Inc. 911 Cook Street Midlothian, TX 76065 12-14-99 496,600.00 496,600.00 EFFECTIVE pATE CONTRACT AMOUNT BOND AMOUNT � � � =� _..;l; � ,. I ' - -,� �,7�, -_ '��:� -_� i�'�= -;�;j'; .= ;,,-". �1� . ,,'�=:.�;!'� ��_, j;,,' � -- � -.' I11 ..: ��1 1�� . )I) �- -1, �; , = , ,'�; � - , )t; i. - 1� h1 , i �; I - � �;i: � , :. �I; . lh-�� :i�; �� . '.i�� t,� � �1` ,;r = 1,! �� ;1' � �,; �-� �1�� ,� ��i ..��,'� ��,.5 ' �,� -:�i'f- l,ll � � '� l�� :��'' ��,I _ 1 _ �1} � , � ��1;�- �� -'i , , � . . � ' � � i�� 1 : . . „ � , , . . , . �, i .�i.:. . . - . . � ,.� .: . , � ;I �� ,. - ,,. � � � �� i its true and lawful attorney(s)-in-fact, with full power and au[hority hereb�y conferred in itti name, place and stead, to sign, execute, acknowledge and deliver in its ehalf, as surety, any and all bonds anJ undertakings of siuetyship, and t�� bmd Gulf Insurance Compaey thereby as fully and to the same extent as if arly 6onds, w�der- ikings and documents rela[ing tt> such bonds and/or undertakings were signed by the duly authorized officer of the C,ulf Insurancc Company and all the acts of said 'ttorney(s)-in-fact, pursuant to the authority herein given, ure hereby ratifieJ and contirmed. � � The obligation of the Company shall not exceed one million (I,000,0(H)) dollars. . IN WITNESS WHEREOF, the Gulf Insurttnce Company has caused these presents to be signed by any oFficer of the Company and its Corporate Sea) to �e hereto af6xed. VAANpF ' �TATE OF NEW YORK ) > ss OUNTY OF KINGS ) �a5 G� J�\ �PPORAf�O�y � SEA,L ` � ��SSOVP\ / GULF INSURANCE COMPANY �� . � ��.�.�.��-. Christopher E. WHGscrn � PresSdent On the 27th day of' October, 199'J A.D., before me came Christopher E. Watsun, known to me personally who being by me duly sworn, did depose and �r, that he resides in the County of Westchester, State oT New York; that he is the President uf the Gulf Insurance Company, fhe corporation described in nd which executed the above instrument; that he knows the seal of sraid corporation; that the seal nffixed to the said instruments is such corporate seai; , �hat it was so affixed by order of the Board of Directors pf said corporation and that he si�ned his name, thereto by like order. ��l= OP.��D Jq,c�q �`"��-�l ' � 1 �07�� 1 � ! - �1 Y i � -: l ,.�� DAVID JAFFA ��} �- � � �� A �G � Notary Public, State Uf New York �, i �� i�� B�' '� No. 02JA495R634 � , � TATF, OF NEW YORK ) �F N� Qualifie�l in Kiogs County ' �' ) SS Cummission Fxpires November 13, 2(101 % �OUNTY Or NEW YORK ) , � �� I, the undersigned, Execud ve Vice President of the Gulf Insurance Company, e-Missouri Corporation, UG HEREI3Y CF,RTIFY that thu Foregoing and '-�) - 1 �ttached POWF,R OF ATTORNF.Y remains in full force. � i �,, 'Si;;ret� kr� f . , �� t?7�� . . `.: r t��,r , . gu4iANC�r � , IJ J �aGOPPOqqr� �?�� JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ; � SEAL ` �\ �'�sso��`� AE6152056 *1047505* �'�.�� --, Dated th�• 14th a„y �,f December , �0 1999 P� Lawrence P. Miniter '-�3016-AE �tl/99) F,xecutive Vice President � � �� '� I� � �J �i� ;� �� J J I�� I'al �l � � L�J CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS That this agreement, made and entered into this 14`h day of December, A.D. 1999 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City of the 11�' day of December, A.D. 1924, under the authority of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said City of Fort Worth being hereafter termed Owner, and BRANCH & SONS CONTRACTORS, INC. hereinafter called Contractor. l. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK 2. That the work herein contemplated shall consist of furnishing all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the P(ans and Specifications heretofore prepared by the Parks and Community Services Depart of the City of Fort Worth and adopted by the City Council of said City, as an independent contractor, and which plans and specifications are incorporated herein by reference. The Contractor hereby agrees and bind himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering Director of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Depart of Engineering Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 60 workin� days from the time of commencing said work; that said Contractor shall be entitled to an extension of said time for doing said work for such time as he may necessarily lose or be delayed by unavoidable accidents caused by unforeseen matters over which said Contractor has no control, such as inclemency in the weather, acts of Providence, labor strikes and delivery of materials, in all of which cases the negligence or carelessness of the Contractor is not contributing to such delay. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said specifications, then the City shall have the right to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. � LJ � � � � � � � I�� L�I � 6. ' CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed 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, contractors, subcontractors, licensees and invitees 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, including death, to any and all persons of whatsoever kind or character, whether reai or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, 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 agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whote or in part, any and all alleged acts or omissions of o�cers, agents, servants, employees, contractors, subcontractors, licensees, ar invitees of the Owner. In the event a written claim for damaaes against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Departrrtent 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 Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled at 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 tlien 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 recommended final payment to a Contractor against whom such a claim for damages is outstanding for a period of six month foilowing 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 settle such outstanding claims, 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. lf 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 alI other work has been performed and all othe'r obligations of the Contractor have been met to the satisfaction of the Director. � � �7 L�I �J The Director may, if he deems it appropriate, refuse to accept bid 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. 7. The Contractor agrees, on the execut6ion of the Contract, and before beginning work , to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the contract, including the exhibit attached hereto and made a part hereof and such bonds shall be 100 percent of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the proposal submitted by the successful bidder hereto attached and made a part hereof. 9. It is further agreed that the performance of this Contract, either in whole or in part, shal] not be sublet or assigned to anyone else by said Contractor without the written consent of the Department of Engineering Director of said City of Fort Worth. � The Contractor a�rees to pay at least minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. [[� It is mutually agreed and understood that this a�reement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the Ciry of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WIT'NESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in triplicate in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 6 counterparts with it corporate seal attached. Done in Fort Worth, Texas, this the 14TF� day of December, A.D. 1999. RECOMMENDED BY ��i.(� t� �Z -��-�" �DEPARTMENT OF ENGINEERING V � DIRECTOR ITY OF ORT W TH B: �_ Y— �„ �� ITY MA G�Z BRANCH & SONS CONTRACTORS, INC. '�' _— CONTF�AC OR By� __ . � I �� -, ' ti C. I��ovR� , �/ � G(F �� 61,�� V�T(" , � TITLE 911 COOK STREET MIDLOTHIAN, TX 76065 ADDRESS Novamber 1960 Revised November 1982 L Revised May 1986 Revised October 1989 � PPROVED Y. �� S AND COMMUN `TY SERVICES .� DIRE AT T� � n !/ � , -� d�%i� / �I'1'y'SECRETARY � SEAL APP VED AS TO FORM AND LEGALITY CITY ATTORNEY c-�7�°�� Contract Autharization _r� C�'�� t�� -�— �#City. of Fo�t Worth, Texas � �1►�Ayar And C,aunc�l C,ammun�cAt�an DATE � REFERENCE NUMBER LOG NAME PAGE ) 12/14/99 **C_�777$ 80FIELDS 2 of 2 SUBJECT AWARD OF` CONTRACT T BRANCH & SONS CONTRACTORS, INC. FOR THE CONSTRUCTION OF LIGHtING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK The project budget is as follows: Construction Contract a Construction Phase Contingencies: ' DOE inspection (4°/a) PACSD administration (.8%) Change orders (2.2%) Total Construction Budget $496,600.00 19,864.00 3,973.00 . 10.925.00 $531,362.00 There will be no operating impact to the General Fund budget beginning Fiscal Year 2000-2001. Rockwood Park is located in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Parks and Community Services Improvement Fund and the Street Improvements Fun�i. LW:k , Submitted for City Manager's Oftice byo Libby Watson � Originating Department Head: Richard Zavala � Additional Information Contact: Richard Zavala 6183 5704 Fi►I�� FUND I ACCOUNT I CENTER � AMOUNT (to) (from) C181 541200 080181043020 $106,848.00 C181 541200 080181043030 $115,�52.00 C115 541200 080115037151 $274,000.00 CITY SECRETARY - APPROVED CITY COUNCIL D EC 14 1999 �� J City Searetary of the C'l4y of FC�!'�rjt�.*.tY3., T�Faa 4 City of Fort Worth, Texas �1►�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 12/14/99 **C-17778 80FIELDS 1 of 2 suB�Ecr AWARD OF CONTRACT T BRANCH & SONS CONT CTORS, INC. FOR THE CONSTRUCTION OF LIGHTING AND PARKING IMPROVEMENTS AT ROCKWOOD PARK RECOMMENDATION It is recommended that the City Council authorize the City Manager to execute a contract with Branch & Sons Contractors, Inc. in the amount of $496,600.00 for the construction of lighting and parking improvements at Rockwood Park. DISCUSSION: The 1998 Capital Improvement Program (CIP) allocated $277,020.00 for the replacement of existing athletic field lighting at Rockwood Park ballfield numbers 1 and 2. The 1998 CIP - Transportation and Public Works (TPW) Park Roads and Parking also allocated $320,000.00 for parking improvements at Rockwood Park ballfields. The allocated funds for this project total $597,020.00. On February 2,1999 (M&C C-17253), the City Council approved award of a contract for design services to Baird, Hampton & Brown, Inc. in the amount of $63,565.00 for the lighting and parking designs. This project was advertised for bid on September 30 and October 7, 1999. On October 28, 1999, the following bids were received: Bidders Base Bid Add Alternates Branch & Sons Contractors. Inc. $496_600.00 Reynolds Asphalt & Construction Co. $497,665.00 Pavecon, Inc. $528,752.50 Randall & Blake, Inc. $533,131.50 Northstar Construction, Inc. $591,859.25 $96,600.00 $52,800.00 $47,675.00 $38,643.00 $45,274.00 Total (Base + Alt� $590,200.00 $550,465.00 $571, 774.50 $576,427,50 $637,133.25 The base bid includes renovation of the existing park roads, parking lot and ballfield lighting at two fields. The alternates include installation of a post and cable barrier, 6-foot wide asphalt shoulders on the park roads, demolition of the existing scoreboard, and relocation of wooden light poles to another on-site ballfield. It is recommended that the base bid, as submitted by Branch & Sons Contractors, Inc. in the amount of $496,600.00, be approved for award of the contract. The contract time is 60 working days. Branch & Sons Contractors, Inc. is in compliance with the City's M/WBE Ordinance by committing to 44% M/WBE participation on the base bid. The City's goal on this project is 19%.