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Home My WebLink About025388 - Construction-Related - Contract - Newgent Golf, Inc.� F�TW�'� � . � ~ . � —..,.� �— ��_ �;�`�ii' �C4.R��ARY " SPECIFICATIONS AND . ��" �� _�l�� .yy �+' �,l�.E. F��.E CONTRACT DOCUMENTS CON R CT NO Y-o�=�� '� i F��a��6S �C�iVt�iNC �O, FOR CAN VALLEY `�RIVER" GOLF COURSE ��s�fi4 �'��'Q�'�� i� , FAIRWAYS AND GREENS IMPROVEMENTS �? ��T ��`�'��'�E�' PROJECT NAME PROJECT NUMBER Pecan Valley "River" Golf Course Improvements IN THE CITY OF FQRT WORTH �� D.O.E. NO. 2622 KENNETH L. BARR BOB TERRELL MAYOR CITY MANAGER RICHARD SAVALA, DIRECTOR PARKS A1vD COMMUNITY SERVICES PARKS AND COMMU:�tITY SERVICES DEPARTMENT PLANNING AND RESOURCE MANGEMENT DIVISION FUNDING OF PROJECT BY CITY OF FORT WORTH �If�1��LL'lttl� ��VU�L' �� Q�G��( �e �Gr�b, �(�o � �� . ', / ' ' . . . . • • . � f . • � . � ' • - • t , ` 3�l��N �� `s . . ��,I,��TH . . . . � . . : _ . . . �....8 - .� N �� . - . � . — - . � . - . . � . �s: -:�� _ +.. .�.: . . • ��_r� • ' � ' _ • . - . . •Vil�� . . �� , � 1 . p ' �• ' . • . ' ��"j� $��AR� - . SPECIFICATIONS': , � . , � � � _ AND �,� � "ClTY SECRETARY � �,�.�, ��,E � ` _ ' CONTRACT DOCUMENTS � : CONTRACT NO . �S � �� . ' . ' FOR � . � . , . ��'�7�L��'��aS ��IirlG CO. � . . ; . . . . � .. • � , - �CAN� VALLEY "RIVER" GOLF COURSE- , , �Q� 4�'�; �.{��'Q�'�� PS, FAIRWAYS AND GREENS IMPROVEMENTS - � � � � . �� ;'� �J�:��'s'��r�� . � . � � " . . : �- �-. , . - -� . . � . � . ' ' PROJECT NAME PROJECT�NUMBER � D.O.E. � .� . ` �. � Pecan Valley "River" � � � . � NO. 2622 , � � � Golf Course Improvements . � . � . - IN � � " THE CITY OF FQRT WORTH ' TEXAS : - KEN�IETH L. BARR _ � .} � �. s BOB TERR�LL � MAYOR - ' � - - � . . CITY MANAGER � '. ¢ . . , � _ � � �. � � � .- � � RICHARD SAVALA, DIItECTOR " ' � � f � PARKS AI�tD COMMUNITY SERVICES � . � � . ! . . . , ; .- . . . , . . ; . . . . . . , . � . . . , , .. . # , . PARKS�AND COMMU�IITY SERVICES,DEPARTMENT. . � �PLANNING AND RESOITRCE MANGEMENT DIVISION, � , . . � ' - . � . �. . � � � 3 ' � - . , � � � . _ � � • € , . . . , _ . - . - . � ' . � .. . . . _ . _ . .... r . � - � � - � FUNDING OF PROJECT BY � . ' � � ' � • - � CITY. OF FORT WORTH � ' . : �� [�'G� �� . . . - � ' � . s � - � _ .� � � . � � . � . : C�� Q s ° °��( � � �. .f � . : � . � � . ._ � � . . � . . � � �, �GGI��,��o . = � �.� � - ; � � �� .-� �.-_� � .... . ....i�. �> . . . . _, : ;.. . ..� . � � ��rr� �� L� � � ��l TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS 5. PREVAILING WAGE RATES 6. WEATHER TABLE 7. VENDOR COMPLIANCE TO STATE LAW 8. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 9. TECHNICAL SPECIFICATIONS � � � � � � � r a �� 10. � 11. 12. 13. � 14. 15. � 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 - CONCRETE SECTION 03300 - Cast-in-Place Concrete DIVISION 3 GOLF COURSE SPECIFICATIONS SECTION 100 Staking SECTION 200 Clearing & Grubbing SECTION 300 Rough Grading SECTION 400 . Finish Grading SECTION 500 Drainage SECTION 600 Greens Construction SECTION 700 Tee Construction SECTION 800 Bunker Construction SECTION 1000 Fine Grading, Fertilizing and Grassing SECTION 1200 Tree & Landscape Planting SECTION 2751 Underground Irrigation System Appendix to Technical Specifications DIVISION 7— THERMAL AND MOISTURE PROTECTION Section 07920 Caulking and Sealants CERTIFICATE OF INSURANCE BIDDER'S STATEMENT OF QUALIFICATIONS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CONTRACT NOTICE TO BIDDERS � Sealed Proposals for the following: � PECAN VALLEY "RIVER" GOLF COURSE TEES, FAIRWAYS AND GREEN IMPROVEMENTS PROJECT NO. � 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. July 1, 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 ,r„ the offices of Forefront Golf, I nc.lSteven D. Plumer Design, 5612 Green Oaks Blvd. SW., Arlington, Texas 76017. Contact Forefront Golf, Inc. at 817-483-7411. � Documents will be provided to prospective bidders for a deposit of $300 per set; deposits shall be made in the form of two cashier's checks. Two hundred and twenty- five dollars of the deposit will be refunded if the documents are returned in good f"; 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. 11923, as amended by Ordinance V 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 order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with vour bid. Failure to � submit the completed AFFIDAVIT STATEMENT shall render your bid non-responsive. 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, exclusive of 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 MNVBE 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 MNVBE office, 3rd floor City �" Hall. r Services/materials for this proiect are as follows: - , demolition/site prep clearing/grubbing grading/earthwork � sprigging sodding concrete large turf irrigation steel rebar fine grade/earthwork � sand bunker construction The City's minimum M/WBE goal on this project is 23 °/a of the total dollar value of this contract. v l� 1'"', 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 Department offices Conference Room 2, 4200 South Freeway, Suite 2200 (Town Center Mall) on Monday, June 21, 1999, at 1:30 p. m. The pre-bid is non- mandatory, however, representation is part of the good faith effort in meeting the requirements of the M/WBE Ordinance. � 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 �y, 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 E"`! investigations are made as to the responsibility of the bidder to whom the contract will . be awarded. � r� � � � � � � � ' � a RICHARD ZAVALA, JR., DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT BOB TERRELL CITY MANAGER � Steven D. Plumer, Golf Course Designer (817) 478-2015 Thursdav, June 3, 1999 Thursdav June 10, 1999 GLORIA PEARSON CITY SECRETARY C�' � SPECIAL INSTRUCTIONS TO BIDDERS � L�J �, I � � � � � � � � � ��I � 1. 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 tota� 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 exceed the amount shown on the treasury list or one-tenth the total capital and surplus. 2. PROPOSAL: After proposals have been opened 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 methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. �Jntil the award of the contract is made by the Owner, the right will be reserved to reject I any or all proposals and waive technicalitie's, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. I The quantities of work and materials to be 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 cornparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and PYans. 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. 3. ADDENDA: R Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting Forefront Golf, Inc./Steven D. Plarmer Desi�n 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 Engineer shall evaluate and recommend to the City Council the best bid based on the combined benefits of total bid price and number of contract days allotted, as specified in the Proposal, and which is considered to be in the best interest of the City. SPECIAL INSTRUCTIONS TO BIDDERS -1- �i Regardless of the Alternative chosen, the Contractor agrees to complete the Contract � within the allotted number of c�a�%s. If the Contractor fails to complete the work within, the number of c�ays specified in the Construction Documents, liquidated damages shall be charged as outlined in General Provisions, Item 8.6 Failure to Complete Work •on Time, Dfound in the Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, �'exas. � �� 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 calendar days from the date the work has been completed and accepted by the City. �� '�J � L�J L�J � LJ L�1 � 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 m�st 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 th� 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 Snecifications for Street and Storm Drain. Construction of the City of Fo��t Worth, Texas, concerning liquidated damages for late completion of projects. ' � SPECIAL INSTRUCTIONS TO BIDDERS -2- � � I�.�,' �� L*� � lJ �� 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 ir� employment practices. 8. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statues" of the State of Texas with respect to payment of prevailing wage; rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. Disregard if Federal Wage Rates are applicable to this project. 9. FINANCIAL STATEMENT: A current certified 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. INSUR.ANCE: 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) -$250,000.00 each person, $500,00.00 each occurrence; Property Damage - $300,00.00 each occurrence. The City reserves the right to request any other insurance coverage's as may be required by each individual project. For workers compensation insurance requirements, see Special Instructions to Bidders — Item 16. 11. NON-RESIDE'NTS BIDDERS: Pursuant to Article 601 g. Texas Revised Civil Statues, 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 Te�eas resident 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 bidder 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. I "Texas resident bidder" means a bidder whose principal place of business is in t�is state, and includes a contractor whose ultimate parent company of majority owner ha� its principal place of business in this state. , This provision does not apply if this contract involved federal funds The appropriate blanks of the proposal must be filled out by all non-resident bic�ders in order for its bid to meet specifications. The failure of a non- resident contracto� to do so will automatically disqualify that bidder. � 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort � Worth Ordinance No. 11923 as amended by ordinance No. 13421, the City of Fort Worth ; has goals for- the participation of 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. SPECIAL INSTRUCTIONS TO BIDDERS -3- � LJ �•j � � '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 apening 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 iiiclude the following information: 1. Name of Contract 2. Name of M/WBE 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 iirm 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 co�tinue to adhere to the M/WBE Ordinance by complying with the following procedures: � • A M/WBE Participation 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. f�J � l'�J 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 proof 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- � L*J � LJ � lJ � � � �'� � � � L�J � � • 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 cliahge or delete an M/WB� subcontractor or suppYier, adhere to the following: .. 1. Immediately submit a Request for Approval of Chan�e 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 Report Form to reflect the total participati�n from ALL subcontractors/suppliers utilized on the project. � All forms are available at th� M/WBE Office, 3rd floor - City Hall. For additional 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 (M/WBE) � on the contract and payment therefore. Contractor further agrees to permit an audit and/or i examination of any books, records or f les in its possession that will substantiate the � actual work performed by an M/WBE. T'he misrepresentation of facts (other than a negligent misrepresentation) andlor the commission of fraud by the Contractor will be grounds for termination of the contract andlor 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 baned from i 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 I to start of work. 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'vermit 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 current formula for Shade Tree Evaluation as defined by the SPECIAL INSTRUCTIONS TO BIDDERS -5- � 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. To prevent the spread of the Oal� Wi1� fun�us, all wou3�ds bn Live Oak and Red Oak trees shall be immediatelv sealed usin� a commercial prunin� naint. This is the 0nlv instance 4 when prunin� paint is recommended. . E � 14. BIDDER'S STATEMENT OF QUALIFICATIONS 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 request. L;J � � � ��J � � � l�J � I�i 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 under 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 Natur�l Resource Conservation Commission (TNRCC) in coordination with the National �Veather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the al�rt 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 BIDDEI�S -6- � 16. a� � D � u t� a 1 �i� � � LJ � L�J u � � WORKERS COMPENSATION INSURANCE COVERAGE: Contractors�compliance with Workers Compensation shall be as follows: A. Defmitions: Ce'rtificateyof 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 emplpyees 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. 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, sul�contractors, 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 i 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 beg'uuzing 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 cluration of the project. SPECIAL INSTRUCTIONS TO BIDDERS -7- � � � 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 gov,ernmental 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,Qf coverage of any person providing services on the project. I � H. �The contractor shall post on each project site a �otice, in the text, form and manner , prescribed by the Texas Workers' Compensatior� Commission, informing all persons providing services on the project that they are re�quired 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: � lfJ � f (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 I providing services on the project, for the duration of the project; (2) provid�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 and 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 project; and L�' � � � !�J !�� I (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 I 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 BIDDERS -8- `�] 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 aon 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. � 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 reinedy 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 ty}�e, and shall be in both English and Spanish and any other language � a common to the worker population. The text for the notices shall be the following � text, without any additional words or changes: 1 REQUIRED WORKERS' COMPENSATION COVERAGE � "The law requires that each person working on this site oir 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." � "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive inforr�ation 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." u l�J � L�J ��J END OF SECTION Q SPECIAL INSTRUCTIONS TO BIDDERS -9- � ` �. , - - ---__-__ . : , . .._ _ � Ll I�i Specify A(( Contracting Scope of Work (") a' CITY'S M/WBE PROJECT GOAL: . 23o/p • � I M/WBE PERCENTAGE ACI�VED: ' � ' Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department �on or before 5:00 p.m.�five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid , being considered non-responsive to bid specifications. � � � a� � �� ., � �� /f�'�'�c�.�-� �d �; �„ � . 99 JU � P,�'1 2 `f �. PRIME COMPANY N '�� /' /� ' �/� r P�GAN �I�4�� / 1 /i'�E•e � GoCF �-Ov+QS�' BID DATE �c�'� /v0 • �Q rG' � PROJECT NAME � PROJECT NUMBER The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this schedule, conditioned upon exe�ution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. Company Name, Contact Name, Certtfled Address, and Telephone No. - � �. > � o� F . Z � � o�,� �� >,�.� y�s .F �%'s /�'� i��.✓ 1�`��- � ' „�O. ,c�� / S6 po , O,ey w�>_ T u. I ��i� i -/S�t� �� . . 0 I �� _ Specify Atl ltems to be Supplied(`) ,�.� u ` ' NF Doilar Amount ' ; � /�NOS c �/r�� /g�� Lr9�/QS�/4'�F �%G/i��S /PEGPv/•P�+ 1 s� �� ! �C%.�O v�/l�E.� �o�T�f�lci, i�� f u.�.��.� . � c%�,� F�� ' I � MIWBEs must be located fn the 9(ninej county marketplace or currenUy doing business in the marketplace at the time af btd. � Lt t �(") Specify a!i areas,in whlch MWBE's are to be utillzed andlor items to be supplied: ; I �"`j" (') A complete listing of items to be supplled is required in order to receive credit toward the MIWBE goai. � IJ � I('*) Identify each Tier level. . Tier: Means the, level of subcontracting be(ow the prime contractor/consultant, i.e., a direct payment from �{re prime contractor to a subcontractor Is cortsldered �`t tler, a payment by a subcontractor to I � tts supplier'is constdered 2nd tier. • . � THIS FORM MUST BE RECEIVED BY THE MANAGING�DEPARTMENT BY 5:00 p.m.; FIVE (5) CITY BUSINESS DAYS AFTER BID ' OPENING, EXCLUSIVE OF THE BID OPENING DATE � ` A7TACHMENT 9A ' • . Page 1 of 2 CI Of FOt"t WOt"th _ � • Minority and Women �usiness Enterprise+��i�ations � MBE/WBE UTILIZATIO�G��E�RING/CF'�. . � ` Rev. 6/2J98 — - .,. _� �u__�..�„«a A A..,..�� tin �e,.6;�or1 hv thp Manaaina Denartment � �L � � � � a 0 � � L�J � � ,� � � U r� 0 . ATTACHMENT 1A Page 2 of 2 Ci of Fort Worth � � � Minority and Women �usiness Enterprise Specifications �� . MBE/WBE UTILIZATION Company Name, Contact Name, Certifled Specify All Contracting Specify All Items to be Address, and Tetephone No, a F� � Scope of Work (") Suppfied(•) ',�� . � �� z � N� A , Dollar Amount � The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by aU subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not (ess than three (3) years and for initiating action under Federal, State or Locat laws concerning false statements. Any failure to compty with this ordinance and creates a material breach of contract may result in a determinatian of an irresponsible offeror and barred from participating in City work for a period of time not less th n one (9j year. -� ,�J� L MB and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT A ARD �'�/.,,,. '/ ,�'�9 G'rD � ,�i o.�� Authorized Signature Printed Signature � f�� !. .�/�Glit/� �'.4 i.�G- • S'/d� � � Title � / Contact Name and Title (if different) �� .�G�✓��T �� L.� �L.,,.� c 4�C��- `� 3 S-`�o?7 4�0�- 90 S- r'92Z(r) Company Name ' ` Telephone Number (s) � ' /, 0�. .�k -lr��a 8' �O �b %- ��6-- 3D�� Address ' Fax Numb r � �/SS/�.�� . � C � �%�Z � 6�8�1�� City/StatelZip Code " � Date � THIS FORM MUST BE',RECEIVED BYyTHE MANAGING DEPARTMENT BY 5:00 p.m., FNE (5) CITY BIiSINESS DAYS AFTER BID � ° " ' '' � OPENING, EXCLUSIVE OF THE BID OPENING DATE � � , � Rev.6/219E Pages 1 and 2 of Attachment 1A must be received by the Managing Department � - � : � � � ATTACHMENI' 1C Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain � M/VNBE participation on this project. , . .� ��,E'.�s� s�.E f'T7".��y�� c�o�E'i1 �.E�� 1 � � I�1 � �� a �a ��- D �, � �' � � The bidder further agrees to provide, 'directly to the City upon request, complete and accurate information regarding actual work performed on this contract; the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held _by their company that will substantiate the actual work performed on this contract, by an �authorized officer or employee of the City. � �. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,� State or Local laws concerning fafse statements. - Any failure to comply with this o�dinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (9 ) year. The undersigned certifies that the information provided and the M1WBE(s) listed was/were contacted in good faith. it is understood that any M/WBE(s} listed in Attachment 1C wilt be contact and the reasons for not using them will be verifred by the City's M/WBE ffi e. � - �C./ Df v�f �" /ylo,�� Authorized Signature Printed Signature ' - � /� �NG-..✓�r�'ir�G' Titte , „ , '��G+� G �'i�' � Company Name 1 f��, /.3�x Address ' � ' . �as�r,�t�E . CitylState/Zip � � 6 Si Y , . �o `�'� ��. . s z�Z� 8'So ,�G .� ��2 � S�i''�� Contact Name and Title (if different) a�'.fo)- 9�y'S =l'n77 ��7 �08--r/9zz Telephone Number(s) ��- �'f�6�- �069 Fax Number 6�g�9� Date � � e.,.. cr�iou � - � � � � � l�� a � a a � � � a � I � � � _ ATTACHMENT 1B Page 1 of 1 city of Fort worth � Minority and Women Business .Enterprise Specifications ' . Prime Contractor Waiver � ' � %l�,�r.,� ��7 �a`F, .1��, �.�'c�i.� ��i!/ /�` �� G, . C Prime Company Name Project Name � , �//�i�7 �i'o� �o. 262z Bid Opening bate Project Number If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). � All questions on this form must be completed and a detailed explanation provided, if appticable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is oniy applicable if both answers are yes. F�ilur� #o otln lefe h s o � ' '' "� �,. . A, � J, �►n'�� n�� ,ntiretyy�nd �e re��i��d .b� the Man�p�q� Deaa��l�t on , or � ,, . , �.N ,.. , , . �,q before�.�d°b.lYt , i�e (5��itv��h�s ness�.�`aus�t�4ftEr��11[��At1R�F1�r7�1.e��iYf!�1 QIVP:nF'�h'nXFiiiln ndn�nn;�'.�t�+e�=. Will you pertorm this entire contract without subcontractors? Yes � No tf yes, please provide a detailed exptanation that proves,,b�sed on the size and scope of 'this project, this is your normal business practice and provide an operational profile of your business. � • Will you pertorm this entire contract without suppliers? Yes °� No If yes, piease provide a detailed expianation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. � , The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work pertormed by all subcontractors, including MBE{s) and/or WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) andlo� WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books� records and files held by their company that will substantiate the actual work pertormed by the MBE{s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional andlor kt�owing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning faise statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. � . i . �� Authorized �Signature � v �% .�i�:.,��,.�fs ' TitleA/ � //��`'�� C.�-�� c Company Name /`,��` f�ot�` '�z`�D �'S�t% ¢ Ad ress � � � = :;�� s yi�r�i�.� �, � 3 f�7f�2 Authorized Signature � . :�� . . T�i�viD� r %d%.�`c Printed Signature S.4�C Contact Name (if different) � �o� 9��— �o�7��fo �- 90€� �� Z �� Contact Telephone Number {s) � s�a�� s�� - �►�y � Fax Number /r/�-�� G�� j ��, , Company Name .- � Re�. 6/2/98 � � : � � � � � � � l� a � � a a � � � a � � ,� ATTACHMENT 1C Page 1 of 3 ' _ . City of Fort Nilorth � � Minority and Women Business Enterprise� GOOD FAITH EFFORT � /v�G �� Prime Company Name f�� Project Name � � � ...� �, i � v�•� . G � �G�� / /�� Bid Date � � �%p� �, ��Z2 Project Number �If you have failed to secure M/WBE p�rticipation and you have subcontracting and/or supplier opportunities or if your � M/WBE participation is less than the City's project goal� you must complete this�form. If the bidder's method of compliance with the M/WBE goai is based upon demonstration of a `-`good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Departmeht on or before 5:00 p.m. fve (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid speci�cations. 1.) Please list each and every subcontracting and/or supplier opportunity lD0 NOT LIST NAMES OF FIRMS which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- MNVBE. (Use additiona! sheefs, if necessar» List of: Subcontractina Opaortunities f�iE'�BG.eEJ ��. S�'c�.� s' ) . . /�o.�/J G sr�� (��2 S �cs � � � �.�.�os �,� •�-� � , � �.�ss,�� ( 5.��c�,�� ) , i/ o�� v�„�U- � .� List of: Supplier Opportunities �%f�/�i�ir✓� ,�J�7�i/,�Gs �/,�,� �,D,Ec� / �'�,�.G,� �-,o,� ,�� ,�1 %� �.�_� . , Sa� ., S�,�i�s � �,�ivDS�/i�JirvG- �L�R/Ts �. - � , �,� � d�,��e �l� �,� S �� , � ,. Rev. 6/2/98 � • � � l�l � 5 a '� - ATTACHMENT 1C Page2of3 2.j Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered in . compliance, if it is not more than 3 months otd from the date �of bid opening. . • Yes Date of Listing �! / —�No w� c o.z- r''i4-��'�D 7"yE �e�c,,9 � . . C y/�/N,G CG� 4f Ge7.t•i/�a'! E'�2G c� ANB.� Lc� G�9r',/Q c m�i%/�//�S �,� �.�-� ,ti `r��,e ,�E y � 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exciusive of the day the bids are opened? _ • Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated � �'No copy of letter mailed. . � � � � � � ,� �a � � � _, . � � 4.) � Did you solicit bids from MNVBE �rms, within the subcontracting and/or supplier areas previously listed, at least�ta�-calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? ?zva t/�fes � if yes, attach list to include name of M1WBE firm, erson contacted, No ,� phone number and date and time of contact. • NOTE: A facsimiie may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. - NOTE: If a SIC list oi MNVBE is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If a sic list of M/WB� is more than ten, the bidder must contact at teast two-thirds of the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide ptans anc! specifications to potentiaf M/WBEs or information regarding the location of plans and speci�cations in order to assist the M/WBEs? �es w G �ii2.�'Ev SEc 9/o,v� o� �.s�� ci�/c� y'io..� No 7?y/�� c..—�� rc /�'��v�Es:r/�'U' i�.�'/c i.✓lr o�, 6.) If MNVBE bids were received and rejected, you must: (1) List the MMIBE�firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, �etc.) and , � "(2) Attach affidavit andlorilocumentation to support the reason(s) fisted below (i.e.. Ietters, memos, bids, tetephoi�e calts, ineetings, etc.) �` � ' � (P/ease use addltional sheets, if necessary, and attach.) ' Company Name Telephone � Contact Person Scope of Work Reason for • i - Rejection . . . �/� - . - � . r . � • � . . � ,� �«' � - u. , .. � ' �✓1 �.y.�4��1 £4V.�rt�.. ♦ 4 • y, ADDITIONAL INFORMATION: ' . r • �� . Rev. 6/2/98 a'. a � a L! . � � � Q � � � u � � a a D � � ...�,. Contractor's Bid Form � PROPOSAL TO: MR. BUB TERRELL City Manager Fort Worth, Texas FOR: PECAN VALLEY "RIVER" GOLF COURSE - TEES, FAIRWAYS AND GREENS IMPitOVEMENTS PR�JECT N0. ' Pursuant to the foregaing "NQtice to Bidders," the undersi�ned has thoroughly examined the ptans, 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 ail the work as provided in the plans and specifications, and subject to e i ction and approval of tY�e Parks and Cornmunity Service Department llirector of the City of Fo orth. The "appmximate quantil}�' category is for in£ormation purposes only. `Ihe Cantractor shall be paid on _ the basis of actuai installed quaniities. Additionally, the Contractor shall be aware that the Proposal contains both Lump Sum and I7nit Price items. Upon acceptance of this propasal by the City Counci�, the bidder is bound to execute a contract and furnish, if applicable, Perforr�ance, Payment, and Maintenance Bonds approved iay the City af Fort Worth for performing and campleting #he said work within the time stated and for the following sums, to wit: BASE BID ITEM OUANT�TY EST[MATF UNIT PRICE TOTAL BTD Unit Qne - Mobilization & Ciearing (fumish and instatl complete per specs} 1. Mobilization Lump Sum $ SS, 000,o� (ltiTot to �exceed 5°la of lump sum of base bid) 2. Staking Lump Sum $ 3 S 000,ao 3. Clcaring / Demvlition a. Miscellaneous Trees b. Tree Removal from Site c. Cart Fath Removal From Site d. 3b" RCP Removal Fram Site Total Unit One 75 EA Lump Sum 7,08Q SF 80 LF $ /Sa c�o /EA $ /, 60 !SF � /8. rS /L� $ i3 S�ot�, vo $ 7" ovo, av $ /% 3�8 ao $ !. Svo,ao $/ Z 3, 3 ZS, oo = Pecan Valley `River' Golf Course _,_ �� U D a � U � � � a � a 0 Contractor's Bid Form ITEDq (IU�,NTi'["�' E�TIMATE Unit Two - Mass Gradine (furnish and install complete per specs) 1. Strip and Replace Topsoil 30,400 CY 2. Cut & Fill � - - - �� - a. Lake Development 1. Area P, Hole # l 0 18,376 CY 2. Area F, Hole # 7 $,410 CY b. Fairway Development i. All Other Areas 22,241 CY 3. Feature Shaping (Refer to Plans and Specifications) a. Work P.rea (By Hole) 1. Hole # 1 Lump Sum , 2. Hole # 2 Lump Sum 3. Hole # 3 Lump Sum 4. Hole #.4 Lumg Sum 5. I3ole #� 5 Lump Sum 6_ Hole # 6 Lump Sum 7. Hole # 7 Lump Sum 8. Hole # 8 Lump Sum 9. Hole # 9 Lump Sum I0. Hole # 10 & Putting C�een Lump Sum 11. Hole # 11 Lump Sum I2. Hole # 12 Lump Sum 13. Hole # 13 Lump Sum 14. Holc # 1� Lump Sum 15. Hole # 15 L�p �� I6. Hole # 16 Lump Sum 17. Hole # 17 Lump Sum 18. Hole �# 1$ Lump Sum 4. Erosion Control a. Silt Fence 7,400 LF Total Unit Two Pecan Valley `River' Golf Course .z_ UNIT PitICE TOTAL BID $ I, tS lCY $ 35; `�'�oo $ �, SS !CY $ /, SS /CY $ 2 � f��z. Sa $ (3�o3S. S� � � ssa !CY $ t, /O /LF $ 3� 08l, f o $ !a 9S� a� $ 7' pSa. ao $ S oF'o, o0 $ S, 6 SD,00 $ g '�Sv,00 $ � 800 00 $ /2, 750, o0 $ �/,� SS� o� $ /2 ast7, o0 $ /2 S�, 6O $ 9. Z� o0 $ 0 95'0, o p $ ?. 6 Sa, �'o $ P, 900, vo $ 1/ i�o_ av, $ 8, �aa o c $ g 000.co $ t�? 7iz,�a $ 8i 4�0, �xa $ z `�ld /�/70 O O � � U � � � � � � D � a � � � � Q r ITEM V a Contractor's Bid Form � OUANTITY ESTIMA;TE, UNIT PRICE TOTAL 8ID Unit Three - DraiQa� (furnish and install camplete per specs oz manufacture's recc�mmendations) l. Drainage Pipe - Smooth wall (CPP) carrugated plastic pipe a. 4" 6,9Q2 L,F $ z. �8 /I,F $/6 5��6, 7� b. 6" 2,41$ LF $ S;Qo ILF $/z e, �o, o0 c. 8" 2,41$ LF $ 5' f'S !LF $/ 3, /.�8. /o � d. 12" 1,74Q LF _$$,00 /LF �/� yzo,00 e. 18" 190 LF $ � 2, ao fLF �? 2 80, ca f. 30" $"00 -�f{,r' LF $ z s! �/LF $/Z, tsoo oa 2. Drainage Pipe — Rein,forced Concrete Pipe (RCP} a. 36" 'IS LF $ �S.00/Y,F $ �,BS'o,� 3. Catch Basins a. 12" NDS Spee-D-Basin 84 EA $/�o,�/EA $/�, G�o, o0 b. 18" NDS Spee-D-Basin ] 3 EA $ zss� IEA $ . 31 S Qo c.CPP "T" Section w/Grate l�p'� 3 EA $9So,Er,1EA ��,SS�'.�� ,�. C�.a.�.e�rc� /%«•,r „L .�G ��' � r� � 8� �o �'� � �r�a, o� 4_ Bubblers y a.12" x l2" 25 �A $/sS �IEA $ 3, g7s. as� b.18" x 18" 3 EA $2 s' oo/EA $ �$5: oc S. Flt�red End Sections a. 12" 2 EA $/"'�, oo /EA $/ SZ, o 0 b.18" 2 EA $$� am/EA $/66, o0 c. 3 0" 1 EA � y(,�;oaJEA $ 4�6 "• o� 6. S�Lo/° ,.�G ,�/'�nwg �/ � �S �' 1,2�.pa i.s � i z�.o 0 TotalUnit Three � 9F�. 5'2?, 86 ITEIi+� UUANTiTY FSTIIVIATE UN�T PRI�E TOTAL BID Unit Four -Feature Construction (furnish and install complete per specs or manufacturer's recommendations) t . Drainage a. 4" Perfarated Smooth Wa21 CPP 1?,837 LF $ 3,oS /I,F $ 5"f� f�z. 8S b. Drain Features ' 1. Cleanouts! Connection Marker 1$0 EA $/ 2. ao /EA $ 2, /6d� o0 2. Greens Connecti�n (i 16,688 SF) a. 4" Pea Gravel Layer 1,44Q CY $ 3 r?S/CY $ YS ��? oo • b.12" USGA T+�pmix Layer 5,0 � 3 CY , ��9. 7S/CY $ Z 9�� 3 96, �S c. Silt Protection 19 Greens 1,940 LF ' $!, t o/LF $ z, opo,o� @ 100LFlGreen Pecan Valley `River' Golf Caurse -3- 0 � �� Q D � � � � � � � n a � � � � � � Contractor's Bid form TTEM ()1JANTITY ESTIMATE t1NiT PRFCE TOTAL BID Unit Fot�r — Feature Cunstruction (contfinued} � 3. Bunker Construction a. Hand Edging 49 EA $/Sa,ov/gA, $?, 'S S�,00 b. Furnish and Place Sand (75,ss5 s�) 940 CY $ 3S; 5o/CY $� 3 3� 370�00 4. Cart Path Construction a. 6` Concrete Cart Path 5,400 SF $�•65 /SF $� i!G'.ao 5. Bridge Construction a. Hole # 7(25' x 6' Pedestrian) Lutnp Sum $`��.�'�=��' b. Hole # 8(50' x 10' / 5 Ton) Lump Sum • $ Zo or�o,00 * AIi bridges shali be wood, Iow profile by Yark Bnidge Ccaneepts, Tampa, Florida 800-226- 4178 or equal **(See Appendix for shap Drawings for 5 ton bridge, Contractor shall supply shop drawings priar to construction} 6. Lake Li�er 56,917 SF $- Sa iSF $ z�, `fS� So To#al Unit Four $`/6r/, 72 S, /� ITEM OUANTITY ESTIMATE jJ1YIT PR�CE TOTAL BID Unit Five -- Grassins and Landsca�in�,,(fi�rnish and instal! coinpiete per specs and manufacturer's recommendation) 1. Sail Preparatian - Debris, Remaval, Fine Grade 45 AC $ q�Q �'G'/AC � 7� Sp� Cp 2. Grassing a. Greens (Sprig) 116,688 SF $ . � � /SF $ '�S, So$ 3Z b Fairway Surrounds 17.45 AG $ t,__o___SSIAC $�� 933.z 5 (Sprig)764,309SF c. Tee Surface (Sprig) 129,952 SF $. oS3 /SF $/p �86, 4z d. Tee Surrounds 6.24 AC $/,� o8S/AC $�.. -�'�a s�o (Sprig} 272,084SF e. Greens Surrounds 139� AC $ 4 d85/AC $/S, /S'f?' f�S (Sprigs) bf?8,566SF ` 3. Sod a. Diamond Zaysia Sod ] . Hc�le # 2 (BntireTee) ?,130 SF $ , S� /SF $ �_ J� � 60 2. Hole # 13 (EntireTee) 5,658 SF $, S'2 fS� $ 2.�. �5�2, /6 . 3. Hole # 16 (EntireTee3 9,i42 SF $_ t S'� ISF $� 7s"3. �'Y 4. Hole # 18 (EntireTee) 8,989 SF $_ � 5� /SF $ y 67y, Sa Pecan Va11ey `River' Golf Course -4- �+. � Q � Q � � � a � � � � � D Q � � O � Contractor's Bid Form iTEM nTJANTITY ESTIMA,TE Ul'�IT PRICE TaTAL BiD Unit Five - Grassing and Landscaping (Coqtinued) 4. � b. Bermuda Grass Sod (419) 27,777 SY $ Z� 7-��Y $�6 ��, �-� Placement of sod shall be determined in the field by �wner and Golf Course Designer. Landscaping ' a. Trees l. Eldarica Pine 2" trunk. 8 EA $ 22s:�lEA $� svo, o0 2. Roughlerif Dogwood 2". 5 EA $/��'EA $ >7�. "a 3. Mexican Buckeye 2" 10 EA $lS��IEA �!, Ss'�. ao 4. Mexican Plum 2" 5 EA $/?s �oIEA $ y7sao 5. Oregan Grape Holly 1.5" 5 EA $/2S, oo/EA $ 6zs � 6. Yaupoi� Holly (Multi-trunk)1"14 EA $/68,�lEA $ 2, 3�'��00 b. 8hrubs 1. Nel}ie R. Steven HoIly 5 Gal S EA $ 3� co /EA $ � So, d o 2. Burford Holly 5 Gal. 7 EA $ o«� /EA $ 2 J o, pp 3. Carolina Buckthorn 5 Gal. $ EA $ 3f:oa lEA $ 2��• d� c. Groundcover - 1. Lantana 6" Pot 1 SS EA $�� d lEA $`f�8: s�'' 2. Coreopsis 6" Pot 25 EA $ 3 z S/EA $ S/', � s 3. Crossvine 6" Pot 60 EA $ 3�25 /EA $/ l`"S- � o d. Landscape Edging 1. $" Mowing Strip (Scc De#ail) 655 LF 2. 4" Galv. Metal Edging (Green} 605 I.F i'otal Unit �'iv� $ i; So !LF $ 2, yY.� Sa $ 2� z S/L.F $/, 3�� 2S $ 2 �y /o6.a9 ITEM QUANTITY ESTIlVIATE UNIT PRiCE TO'TAL BID, Unit Six -- irri�ation (furnish and install complete per specs and manufacturer's recornmendation) 1. Imgation Pipe a 6" Main Line Installatian 1440 LF �� E'� n-� $�' f`z ��O'" ' b. 3" Lateral line Instaltation 3006 LP � 2.z s' ILF $ 6. �6 3. So c. 6" Main Line Removal 6] 0 LF $ 3. o�/LF $!� S 3�- �o d. 3" Lateral Line Removal 3 51 Q LF $ 2, o a/LF $ 7 o z o� od Pecan Vatley `River' Golf Course -5- Q � � � � a � � Q -- � � � Q � � � � � O Contractnr's Bid �'ottn ITEM �IIA�N'�`�TY ESiIMAT� iTrTIT PR.I('F� TOTAL BID Unit Sia — Irriga�ian — �utinued) 2. Irrigation Hea�s a. Toro 730 Heads b. Tom 754 Heads c. Toro 760 Heads d. Quick Couplerrs e. I�ead Removal f. (�ick Coupter Removal 3. Valves a. Isoiation Valves b. VaJve Boxes S', /�jisc, ff r�.,��s ' Tota! Unit Siz 90 EA $ 380, oe !£A $ 3`f, 200.00 IO EA� $ 3�5'�0 /EA $ 3f 9SL:� 14 EA $ 3?�. G� /EA $ 5, `F6 b, oQ 9Q EA �.I �`Q,00 /EA $/7, z So. ov 122 EA � SC �o/EA � 6. /ov, o0 i8 EA $ 30 00. lEA $ 5"�/D. o0 6 EA $ S'S'6.00/E,4 $ y 3oo,no 42 EA $ S�s.00lEA $ 3; 696.a� � L � �' � �.00 � S �' �, ovr.a, cc $ /06, 5"63,5"v 0 ~ Pecak� Valley `River' Golf Course � � � � � � Q L� � a � � a � � � � � Contractar's Bid Form BASE BIA RECAPITULATION Unit One- Mobilization and Clearing Unit Two — Mass Grading Unit Three — Drainage Unit Four — Feature �:onstruction Unit Five Gr�ng and �andscaping Unit Six - �rrigatian Total ?3ase Bid ITEM l. �, 3. 4. 5. ALTERNATE BIDS �UAI�ITITY ESTIMAT� g / z �, � �' S. o0 � Z�T�', /o% �o $ �16SZ7,86 $ yGl, ?Z s, �o $ z Y5`, l06, �'� � ! �6, S'6��. So � I, 322, 3SS 20 iJNIT F'RICE TOTAL BID Add To Tee Construction a. 4" Tee Mix (I29,952 SF} 1,602 CY $�`i% �a !CY $ 6�2, 5`�� Add Fairway Turf Conversion a. Replace Existing �'airway Turf with Bermuda 419 as specified on plans and in specifications. 16.79 AC $� o��IAC $/$, Zi� iS Add Fertilize to Soil Pr�p. 45 AC $�?s �dAC $ 7, ��5; o0 Add Retailing Wall Construction a.Hole#7 h. Hote # 13 Add Bunker Seal Lump Sum Lumg Sum 75,885 SF Pecan Valley `River' Goif Course -7- $ 3 ? �cx. �o $ 2 �', nvo, �, $ ! i�? S� on � �� i� � A. a L�J �� IJ �� J � C'� � ��J �[�J This contract is issued by an organization wluch qualifies for exemption pursuant to the provisions of Article 20.04 (F} of the Texas Limited Sales, Excise arfd Use Tax Act. B. The Contractor performing this contract may pcuchase, rent or l�ase all materiais, s�pglies, equipment used or consumed in the gerformance of the contract by issuing ta lu� suppiier an exemption certificate in lieu of the taac, said exe�nption certificate complying with State ComptrPller's ruling tax, said exemption certifieate complying with State Comptroller's raling #45-Q.07. Any such �xemption certifcate issued by the Contractar in lieu af the tax shall be subject to the provisions oitl�e State Comptroller's ruling #95.09 as amendsd to be effective October 2, t 968. � • I • C. The undersigned assures that its emplayees and applicants far einployment and itzose of any labor organization, subcontractor or employme�t agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibi�ed by the terms of �ity 4rdinance ?27&, as amended by City ordinance 7400 (Fart Worth City Cade Sectians 13-A 2t through I3-A-29), prohibitin� discrimination in employment practices. D. � The undersigned agrees to eomplete all wark covered by these contract dacuments within (need estimated constr�►ction Eime} 2�.3 cig��t ��s , after the date for commencing work as set forth in the Notice to Praceed to be issued by the Owner and: to pay not less 4han the "Prev�iling VJage Rates for Street, Drainage and Utility Construc#ion" as established by the City �f �ort Worth, 'Texas ef�ective November 30,1990. E. Within ten ( I O) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deiiver applicable Surety Bunds for the faithful performance of this contract. The attached deposit check in the sum of $ Dollars ($� is to become the property of the City of Fort Worth, Texas, or �he attached Bidder's Bond is to be farfeited in the event the contract and � J. I�1 �;1 u ! �J applieable bonds aze not executed within the time set forth, as lic}uidated dama�es for delay and additionaf work caused thereby. In the case of ambiguity or lack of clearness in stating prices in rhe Proposal, the City reserves the ri,ght to adopt the most advantageous price for construction thereof to the City or to reject ths propasal. Receipt is hereby acicnowiedged af the following addenda to the contract d.ocuments: Addendum No. 1 dated � � ��t/� Addendum No. 2 dated �� /%9 Addendum No. 3 dated 6�3�� Addendum 1`do. 4 dated G 3�� 9 � Received: Received: Received: Receic�ed: PRUPUSAL -$- 6/�" �� /3Q�% I �/3%11 6"/3ofl" % l� aA � � � � � Res ectfuil submitted, P Y � /�/EG�/G�.c. T l�'o � ..�ivC� (Company N e} 0 c . �� _ � _By (Authorized Signature) � Date: �.�� a /l`�`'l % . � Address: �Q, �ox �fZO S S"O �.ssr.=-��tEe � �'L 3 �'�f�'z � Telephone ( 4�p7) r 3 S- �O � 7 � � Figx 5��7-8Y6- 3069 a � � 0 Q a 0 a 0 a 0 �;. PROPOSAL - 9- SEAL (if carporation} Q-. d � Q � L� � � � � � � � � � � � � p VENDOR CON�PLIANC`E T4 STATE LAW The 1985 Session of the Texas Legis�ature passed House Bit162d reIative to the award of contracts to non-resident bidders. This Iaw provides that, in order to 6e awarded a GantracY as Iow bidder, non- resident bidders (out-of-stafe contractors whose corporate of�ices or principal place of business are outside of the State of Texasj bid projects for constrttction, improvements, supplies or services in Texas at an amoun[ lvwer thau the lowest Texas resident bidc�er by thc same amount t�at a Texas resident bidder would be required to underbid a nan-resident bidder in order to obtain a comparabla contract in the State in which zhe non-resident's principal place of business is lacated. The approp�iate blanks in Section A must be filled out by all out-af-state or non-resident bidders in order foz your bid to meet specifications. 'Fhe failure of out-of state or non-resident contractars to do so will automatically disqualify that bidder. Resident bidders must check the box an Seetion $. A. Non-resident vendors in (give state}, our principat place of business, are required to be percent Iower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in� o R(give state}, our principal p�ace of bussness, are not required to ur►derbid resident bidders. B. Our principal place af business or corporate o£fices are in the State of Texas. ❑ Please C�eck or mark with an "�" BIDDER: {please print) �.�vf� --T �,� (please print) By: /��wG-E�T �aGf _L-�e . Campany Signature: Title: i� I' �u-i.��?�w'�City State��.� Zip � f 7 Z (please pxint) TiiiS FORM MLIST BE RETURNED WIT�I YOUR OUOTATION VENDOR COMPLIANCE TO 5TA'TE LAW t� (� t� � C� 1� � C� �1 C� C� C� €� �1 1� i� CJ �.7 �7 �) TO THE EMPLOYER/CUNTRA�TOR: 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 project 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 �east 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. I� C`� C� � t� �1 �] C� {� �i C� Q C� L� G� C� �} C7 G� REQUIRED WORKERS' 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 labor 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 512-440-3789 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 . -� �l CJ C� [� I� C� C� �I fi3 C�] t�1 [�. �► C� C� C� C� t� L� C OBERTURA REQUEIZIDA DE C�MPENSACION FARA TRABAJADORES La ley requiere que cada persona trabajando en este sitio o proporciona servicios relacionados con este proyecto de construccion tiene que 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 verificar si su patron le ha proporcionado la cobertura requerida o para reportar falta del patron en proporcionarle cobertu � , � 0 � � � � L � TECHNICAL SPECIFICATIONS Division 1 GENERAL REQUIREMENTS r � �� 1 1 � �J � 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 Pecan Valley "River" �' Golf Course Tee, Fairway and Green Improvements includes: Construction and/or installation of greens, tees, sand bunkers, cart path and inigation; renovation of fairways, installation of sprigs and sod. These plans and specifications were prepared by Forefront Golf, Inc./Steven D. Plumer Design. The Department of Engineering will administer the contract and furnish inspection. The Contractor Department and Forefront Golf, Inc. shall be responsible for construction layout and stake lines and grades in order to complete work as described in plans and specifications. �- 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 Snecifications 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 provide all permits and licenses and pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work. The Contractor � shall contact the City of Fort Worth's Development-Plans Exam Section for a determination of applicable permits or variances required for this project. 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. V' � 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 l� � 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 ,r,, 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 iinal 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 l Oth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage j" as set out below. Partial pay estimates may include acceptable nonperishable materials L 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 REQUIREMENTS -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 r, 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� (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 REQUIREMENTS -3- L� � � equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the extra 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 r 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 r'" equivalent extension 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. � C' GENERAL REQUIREMENTS -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 PAYMENT: 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 v 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 � In order to ensure bids are received only from qualified and experienced contractors, all bidders must submit two sets of pre-qualification statements to the Owner consisting of the following: 1. List of golf courses completed within the past ten (10) years showing course name, location, number of holes, completion date, name of owner(s), name of designer, and cost of construction. The bidder must have satisfactorily completed work on at least five (5) r"' eighteen hole golf courses, two in the past five years, and it shall have been of substantial detail to reflect the contractor's ability to read and interpret the construction plans and specifcations and satisfactorily execute work of the type proposed. � � GENERAL REQUIREMENTS -5- � �' List of golf course renovations completed within the past ten (10) years showing course name, location, number of holes renovated, completion date, name of owner(s), name of � designer, and cost of construction. The bidder must have satisfactorily completed work on at least five (5) renovations of golf courses, in the past five years, and it shall have been of �",� substantial detail to reflect the contractor's ability to read and interpret the construction plans �ii and specifications and satisfactorily execute work of the type proposed. Contractor shall also describe the percentage of change orders on each of the above referenced projects and the reason for the change order. �"'' 2. That he is capable of obtaining and furnishing the required bonds under the name of his own r company. � 3. Number of permanent employees and list of construction equipment presently owned by the �' bidder's company. Adequate equipment and personnel must be available to accomplish the majority of the construction work to be completed, with labor and equipment from � Contractor's company. Contractor must employ an experienced golf course feature shaper(s) and superintendent for the project. � 4. Current Contracts, workload and relationship of this to the capacity of your work force. 5. The bidder must submit the name of the on-the job superintendent who will be responsible � for the supervision of the entire project, listing his experience on golf course construction work. 6. The on-the job superintendent must have previous experience as job superintendent for a minimum of three (3) golf course renovations or new construction in the past five (5) years. Contractor will provide course name, location, number of holes renovated or constructed, completion date, name of owner(s), name of designer, and phone number of contact person or golf course superintendent at each facility. This statement shall be submitted in written form. Contractor shall affirm that all statements made in pre-qualification package are true and correct. Failure to truthfully portray company's experience in golf course contractor's personnel, equipment or financial condition may result in disqualification from bid. In accepting pre-qualification package, Owner and Golf Course Designer do not represent any investigation as to contractor ability to provide bonds or any other requirements of this contract. The Owner reserves the right to reject any bid if the information submitted by the Contractor or determined by the Golf Course Designer's investigation, fails to indicate the Contractor's ability to carry out the obligations of the Contract or to complete the work contemplated therein. The requirement for this statement may be waived by the Golf Course Designer or Owner at his + discretion, based upon prior experience and prior submittal of same to Golf Course Designer and Owner. � LJ GENERAL REQUIREMENTS -6- � � The statement of Bidder's Qualifications must be delivered to: Mr. Steven D. Plumer, ASLA � Golf Course Designer Forefront Golf, Inc./Steven D. Plumer Design �"' 4101 Green Oaks Blvd. W., Ste. 141 , Arlington, Texas 76016 817-483-7411 Fax submissions will not be accepted. � 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. 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." � �' � GENERAL REQUIREMENTS -7- i� u' � � 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 (TU Electric) 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: Steven D. Plumer. ASLA � Forefront Golf, Inc./Steven D. Plumer Des�gn 4101 Green Oaks Blvd. W. Ste. 141 r,,, Arlington, Texas 76016 (817) 483-7411 1.02 PRODUCTS LIST A. Within ten (10) days after date of Contract, submit to Golf Course 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: r,,,, 1. Name and address of manufacturer 2. Trade name 3. Model or catalog designation �' 4. Manufacturer's data a. Performance and test data �'1' 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. � � GENERAL REQUIREMENTS -8- � � C. For products specifed by naming one or more products, Contractor must submit request, as required for substitution, for any product not specifically named. 1.04 SUBSTITUTIONS A. During bidding, Golf Course 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, Golf Course Architect will consider �" formal requests from Contractor for substitution of products in place of those �� specified. LC. 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: 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. � � � GENERAL REQUIREMENTS -9- � � 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, sucli 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. SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS �"' Contractor covenants and agrees to, and does hereby 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, l subcontractors, licensees or invitees, whether or not anv such iniurv, dama�e or death is caused, - in whole or in part, bv the ne�li�ence or allesed ne�li�ence of Owner. its officers, servants or �; emplovees. Contractor likewise covenants and agrees to hold harmless the Owner from and against any and all injuries to Owner's officers, 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 part bv the neslieence or alle�ed neeli�ence of Owner. its officers. servants or emnlovees. In the event Owner receives a written claim for damages 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. � � � GENERAL REQUIREMENTS - ]0- u � The director may, if he deems appropriate, refuse to accept bids on any other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a r�sult of � work performed under a City Contract. 1 END OF DIVISION � � � 1 , � 1 1 1 ' 1 � � � GENERAL REQUIREMENTS -11- L__J � ' , � � 1 � � � -�, TECHNICAL SPECIFICATIONS � Division 2 CONCRETE 1 1 1 1 1 1 � � SECTION 03300 — CAST-IN-PLACE CONCRETE PART 1- GENERAL � 1.01 SCOPE OF WORK � A. Concrete Sidewalk B. Concrete Handicap Ramps C. Picnic Table Slabs 1 D. Playground �dging E. Concrete Walls and Footings 1.02 QUALITY ASSURANCE 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 Specifications 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 CONCRET`E MAT`ERIALS A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications Designation G 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 �r � CAST-IN-PLACE CONCRETE 03300 -1- � �� Shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28-day compressive strength of 3,OOOpsi. .- 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-Yz hours after the.cement has been placed in the mixer. � 2.04 RELATED MAT'ERIAL A. Expansion Joint Filler: Expansion joint material shall be'/2 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. � I 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 L pipe sleeves under concrete walk as shown on plans and details. 2.05 CONCRETE 1VII�{ 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. 1 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 using a sack mix. � CAST-IN-PLACE-CONCRETE 03300 -2- � f;J � 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 permit 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 placed on the 1ob site until the mix �,.� desiQn has been approved 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 formed 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 � � CAST-IN-PLACE CONCRETE 03300 -3- u � 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 fhe �' 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 R" 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 1. 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. � � CAST-IN-PLACE CONCRETE 03300 -4- � � 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 l. 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 � � � � , , ' � � CAST-IN-PLACE CONCRETE 03300 -5- � � � � l� u , � TECHNICAL SPECIFICATIONS Division 3 �" GOLF COURSE SPECIFICATIONS 1 r � � � � r.. r�+ � � Section 100 (A) Scope of Work: Staking — Section 200 Staking The work to be covered in these specifications includes the establishment of bench marks for reference, the location of lines and grades for all improvements (secondary staking), and the maintenance of such staking for reference and inspection purposes by the Golf Course Designer. r� (B) Equipment: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of this specification within the �,,, contract time. � (C) Operations: �,, (1) Control Points - Centers of tees, greens, and turning points shall be accurately located from the plans. These stakes shall be measured into place using a steel � tape, and shall be solidly set 1 1/2 to 2 feet into the ground. � (2) Grade Stakes - These must be accurately measured into place using a tape, and solidly set at least 1' into the ground. All tees, greens, sand traps, ponds, mounds and other features, etc., shall be staked and grade marked as on the plans, as may � be appropriate and necessary. Contractor shall place enough stakes to ensure that the construction accurately follows the design plans. Stakes shall be placed in such a manner as to convey true plan shape of features. �.,.� Emphasis in staking shall be upon staking critical inside and outside points of curves to distinguish shapes, rather than staking at 0 degrees, 45 degrees, 90 ^ degrees, etc. Similarly, stakes shall be set at all critical changes in elevation such as tops of mounds, saddles, top and bottom of decks, toe of slopes, center of swales, etc. (3) � , In the rough grading phase, grade stakes shall be set so that the bulldozer operator can assume a more or less constant grade between any two stakes. Establishment of Benchmarks: (a) All secondary staking shall be referenced to established benchmarks. These benchmarks shall be maintained in an identifiable manner Pecan Valley "River" Golf Course -1- ■ii � Staking — Section 200 throughoutthejob. � (b) Contractor shall establish local benchmarks in the following order of preference: Where accurate topographic data is known, Contractor shall tie benchmark back to known reference point established by the Owner. � fa � � , 2. Where topographic data is inconsistent, Contractor shall establish his own benchmark, selecting a critical point that conveys the relationship of proposed improvements to existing conditions. The most critical point is typically an existing or proposed drainage outlet elevation, or property line which cannot change elevation. The improvements can then be staked maintaining the general contours, pipe gradients, etc. Where topographic data may be inconsistent and where proposed improvements are not critically related to drainage outlets or property lines, the Contractor may establish a local reference point which best allows the construction to follow the intent of the plans. In establishing such a reference point, Contractor may consider the intended relationship or balance of cut and fills, but precedence shall be given to establishing drainage, general contours, and golfer's sight lines as may be indicated or intended on the plans. 4 Protection and Replacement of Stakes �"! All stakes shall be protected against loss or movement once set, and stakes which have been knocked down, lost or loosened shall be reset immediately. �. Control points shall be continuouslv maintained. Contractor may be required by Golf Course Designer to immediately replace lost �'" control point during inspection for reference. Contractor shall establish replacement reference points for each control point in the following manner: (a) Contractor shall place two replacement reference stakes for each control point. The two additional stakes shall be located in areas out of the planned work area, or adjacent to trees to be saved, so that they will not be disturbed. They should be located so that the two stakes and control point form a straight line. � Pecan Valley "River" Golf Course r -2- {�r� Staking — SecUon 200 �, �r (b) Contractor shall measure from the control point to the replacement reference stakes. This distance shall be clearly marked on the reference stake so that the line � and distance to the control point can be quickly established. � (D) Inspection and Acceptance: All stakes, both for location and for grading and benchmarks, shall be subject to inspection following staking and prior to construction to insure accuracy of construction. � � �' The Contractor shall notify the Golf Course Designer in ample time for inspections to be made before construction starts. Any changes desired in location or grade made shall be requested and approval obtained from the Golf Course Designer or the Owner before construction begins. Work constructed to incorrectly located or grade marked stakes, where stakes have not been approved, may require reconstruction to correct locations and elevations at Contractor's expense. (E) Materials: (1) Control Points - Center of tee, center of the green, and turning point stakes shall be metal fence post stakes covered with 4" or 6" PVC irrigation pipe. Pipe shall be spray-painted according to the following color code: Tee........... Dogleg..... Green....... Blue .Orange . Green Each control point shall be marked as to identity, e.g., 3 tee. � (2) Grade Stakes - Stakes for outlining and grade marking edges of tees, greens, sand traps and fairway cuts, fills and cut outlines, pond outlines, etc., may be ordinary building lath approximately 3' long. (3) Plastic Ribbon - Plastic colored ribbons shall be attached to the tops of stakes � showing the edge of features. A consistent system of flagging shall be employed so that Golf Course Designer and the Owner may quickly ascertain the meaning of various stakes. Contractor shall use the following system, or revised system if approved by Designer and if maintained consistently, throughout the duration of the project: � � � Topsoil Stripping .............................................Striped Flagging (any color, plus white) Pecan Valley "River" Golf Course -3- Staking — Section 200 Greens Tees Sand Bunkers Pond Edge Pond Bank Mound/High Point Swale Saddle of Ridge or Crown Tree to be Saved Miscellaneous, Clearing (F) Miscellaneous Green Light Green Yellow Blue Solid Blue and Solid White Blaze Orange or Red White Solid Red and Solid White Blaze Yellow Consistent Color as Necessary Golf Course Designer shall supply control point staking via subcontract with qualified surveyor. Golf course contractor shall establish benchmarks. End of Section � � � � � � � ■ ' � , Pecan Vallev "River" Golf Course -4- � Clearing & Grubbing — Section 200 Section 200 Clearing & Grubbing � (A) Scope of Work: The work includes performing all operations in connection with removing existing trees, � stum s, roots shrubs, brush stone iles fence and fence osts oles debris iles, P � , P , P ,P � ,p� boulders, or any other features shown on the plans to be removed. (B) Equipment: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) Uperations: � (1) Fla��in� Clearin� - Contractor shall flag out the clearing according to the - dimensions on the clearing plan. All such flagging is subject to inspection by the Golf Course Designer. All measurements shall be taken at 90 degree lines from the centerline of play. Contractor shall establish intermediate reference points at � 100' intervals along the centerline to aid process and location. These shall be marked with hub stakes. "� Contractor shall flag tree clearing lines to accurately depict all curves and lines � established on clearing plan. To ensure smooth, harmonious clearing lines, Contractor shall take care to clearly mark the apex of both "inside" and "outside" curves with flagging in two (2) spots just on either side of the apex. (2) Clearin� - Where it is so indicated on the plans, existing trees, shrubs, or brush `" which are shown to be removed shall be cut down or removed from the site. � Existing trees or shrubs which are to be saved or transplanted will be noted on the plans. � Contractor shall flag all trees at least head high for best visibility. Where specimen trees are to remain within the clearing lines, such trees shall be clearly marked with a high visibility flagging and appropriate root and bark protection �; measures taken. For additional information, see details on the clearing plan. (3) Grubbin� - All tree and shrub roots shall be grubbed and removed from fairway �' and rough areas where grassing will be done. All excavation from grubbing shall be backfilled and compacted with fill soil to within six (6) inches of surrounding grades and the top six (6) inches backfilled with topsoil to the finished grades shown on the grading plan. � Pecan Valley "River" Golf Course � -1- u ' Clearing & Grubbing - Section 200 � (4) Clean-up - Clearing contractor shall remove all stumps, bushes, branches and the a like. Generally, all debris that cannot be cleared with normal seedbed preparation machinery shall be removed. This would include all sticks, branches, etc., greater Y than 3" in diameter or 3' in length. Contractor shall restore grade to a smooth grade with positive pitch for surface drainage. (5) Brushin� - Where shown on plans, Contractor shall remove all small trees (below �' � 3" caliper), bushes, thorns and debris in selected area. He shall utilize small ° tractors and hand clearing as necessary. � Generally, enough material shall be removed so that maintenance equipment can mow between trees. As a minimum, eight (8) feet shall be left between remaining trees to achieve this goal. Large clumps of trees, which could be construed as � having multiple stems, so closely grouped as to have a single canopy, may r remain. � After brushing, Contractor shall restore smooth grade, free from debris, suitable to begin grassing operation. � (6) Disnosal of Debris: (a) Trees. Debris, and Sod - Bury pits for clearing shall not be located under any critical features such as cart paths, roads, tees, greens and their shoulders, bunkers, fairways, and any existing or proposed underground irrigation, drainage, or utility lines. Pits are best located under proposed mounds in the rough. Any area in which burying has been done shall be mounded at least sufficiently to allow for future settling. (6) `� Protection of Trees to Remain: � (a) Protection of specimen trees shall include snow fencing erected just � outside the dripline of tree. When smaller trees are to be removed beneath a specimen to remain, they shall be removed by hand. j"'i (b) The Contractor shall specifically notify every operator of machinery �� and equipment to positively refrain from damaging either trunks or ' limbs of trees which are to remain, When falling trees, these shall �" not be allowed to break branches of adjoining fell trees. (c) Contractor shall repair all damaged trees at his own expense and in � Pecan Valley "River" Golf Course �j -2- � � ', � � Clearing & Grubbing — Section 200 a manner satisfactory to the Golf Course Designer. Such repair will include tree surgery and protective painting. Payment to Owner for damage of specimen trees to remain shall be based on formula determined by the latest edition of "Guide for Establishing Values of Trees and Other Plants", prepared under contract by the Council of Tree and Landscape Appraisers for the International Society of Arboriculture. ��) Disposal of Hazardous Substances - Unless otherwise specified, Owner and Golf Course Designer have no knowledge of hazardous or toxic substances on site. Should Contractor discover any such substance he shall notify Owner's representative immediately to determine course of action. � If hazardous substances to be removed are indicated in the clearing plan, '� Contractor shall comply with all instructions issued, and all applicable codes, �`"` laws, regulations and directives from local officials. (8) Other Clearin� - Contractor shall also be responsible for and shall include in clearing bid, the following miscellaneous items of clearing: � (a) Intentional Trees to be Saved - In the "saved" trees clearing phase, Golf Course Designer may have designated specimen trees to be preserved pending final design of hole. Should Golf Course Designer subsequently determine that such tree(s) adversely affect play, or drainage after grading operations, Contractor shall be obligated to remove up to ten (10) such trees without change in contract price. (b) Trees that die or weaken durin� construction operations, whether due to construction or natural causes. (c) Trees for miscellaneous structures such as shelters or pump stations that are indicated on the plans or specifications, whether or not exact location has been determined. (D) Inspection and Acceptance: � �E) � r , tF) � �' All work under this section is subject to inspection by Owner and Golf Course Designer. Materials: No materials needed in the operation of clearing and grubbing. Additional Information: (1) Bury pit, tree protection details are shown in the construction detail section of Pecan Valley "River' Golf Course -3- y '�F � L� C� ' � � � ' , , ' ' ' 1 , e ��, ..r Clearing & Grubbing — Section 200 the plans. (2) Contractor to verify if Superheating of burning debris is allowed or required by code. (3) Clearin� in Wetlands - All clearing in wetlands shall be by hand only. No grubbing shall be allowed. All trees shall be removed by hand only. No machinery shall be allowed in wetlands for the purpose of clearing. 4. Refer to Bid Sheet Proposal for alternate to tree burning. End of Section Pecan Valley "River" Golf Course -4- Rough Grading — Section 3U0 � Section 300 (A) Scope of Work: Rough Grading The work consists of performing all operations in connection with rough grading of grounds as shown on the plans, including stripping and replacing topsoil; and the furnishing of additional new topsoil or fill, if and as required. Items to be rough graded may include greens, sand traps, tees, fairways, roughs, grass � bunkers, cart paths, ponds, creeks or streams, roads, walks, parking areas, and building sites as may be shown on the plans. (B) Equipment: � The contractor shall maintain on the job suffcient equipment for the types needed to complete all work in accordance with the requirements of these specifications within the contract time. r (C) Operations: � � (1) Strippin� of Tonsoil - Topsoil shall be removed from all areas shown on the plans to be graded. It shall generally be stripped to a depth of six (6) inches. When less than six (6) inches of topsoil can be stripped from areas to be graded, the Contractor shall make up any deficiency by stripping additional areas as approved by the Golf Course Designer, at no additional cost to the Owner. Under approval of the Golf Course Designer, the Contractor may be permitted to strip topsoil to a depth greater than six (6) inches. � (2) Stocknilin� of Topsoil - All topsoil is to be kept free from sub-soil, sod and debris. All existing rubbish, stones, roots, dead trees, stumps, etc., encountered in � the stripping operation shall be removed from the soil. Sod shall be stripped before stripping of topsoil. Stockpiles shall not be located in areas that impair vision from tee to green of golf hole. Desiener must at all times be able to see the entire �olf hole during insoection trins to ascertain that construction is followin� the intent and obiectives of the plans. r (3) Feature Construction: (a) Where grades are established as shown on the grading plan, the surface l�J � Pecan Vallev "River" Golf Course -1- Rough Grading — Section 300 r,,, of the ground is to be brought by cutting or filling, as the case may be, to a subgrade uniformly six (6) inches below the finished grade and shall be satisfactorily compacted. On areas of the putting green surface only, � the subgrade shall be uniformly graded eighteen (18) inches below the finished grade and shall be well compacted. Where filling is necessary to complete the subgrade, the fill used shall be a good quality fill taken from approved areas on the site, when available. (b) Establishin� Surface Draina�e - On areas where grading is necessary but where grades are not established all depressions shall be filled, and the area shall be graded in smooth sweeping grades to points of established grades approved by the Golf Course Designer. All areas, grading shall be performed to insure positive surface drainage. (c) Bonow Areas - All borrow areas must be approved by either a representative of the Owner or the Golf Course Designer. � Areas where soil has been removed as borrow areas, if any, shall be graded smooth so that they drain naturally and will not hold water on completion of the course. Topsoil shall be respread over the areas to a depth of four (4) inches and graded smooth. Said area shall be disked, � harrowed, fertilized, and seeded in accordance with seeding specifications for rough. � After subgrade has been finished, it shall be approved by the Golf Course Designer before any topsoil is respread. (d) Additional Fill and Topsoil - If additional fill is required to bring the subgrade to the proper grade after compaction and after all usable fill has been utilized, fill shall be supplied, spread, and graded by the � Contractor. Cost of additional fill shall be as agreed on a unit price basis in bid line item B-2. Furnished fill, when required, shall be a good quality material, as close to native material as possible unless otherwise � approved, free of debris of any kind and shall be of a type suitable for the purpose intended and satisfactory to the Golf Course Designer. � � � If additional topsoil is required after existing topsoil has been respread, and all possible areas on the golf course property or adjacent thereto have been stripped, to insure the placement of at least six (6) inches of topsoil over the subgrade, same shall be supplied, spread and graded by the Contractor. Cost of additional topsoil shall be as agreed on a unit price basis in bid line item on Bid Form. Furnished topsoil, when required, shall be a good Pecan Valley "River" Golf Course -2- Rough Grading — Section 300 quality loamy topsoil, free of lumps, sod, stones, or debris of any kind and satisfactory to the Golf Course Designer. (e) Placement of Excess Fill - If grading operations result in an excess of topsoil or fill material, Contractor shall dispose of that fill on site at the direction of Golf Course Designer. ( fl Led�e Rock or Boulders - If the Contractor encounters ledge rock or �i� large boulders in his excavation work: ir3 The Contractor shall notify the Golf Course Designer who will make reasonable effort to adjust grades and/or design in the field to minimize problems. 2. The Contractor shall be allowed extra payment as subject to applicable provisions in the Special Conditions section of the specifications. � (4) Tovsoil Replacement On the surface of the finished subgrade, six (6) inches of good loamy topsoil shall be placed so that the finished grade, after compaction, shall be � equal to the finished grade shown on the grading plan. �In all areas where required fill is six (6) inches or less over an area to be graded, � topsoil shall be placed over the existing grade to the total depth. Said areas shall be disced before topsoil is placed. Topsoil on green shoulders shall "feather out" from eighteen (18) inches at green base down to six (6) inches at base of shoulder slope, giving mounds, banks, and shoulders of green an average of nine (9) inches of topsoil in most areas. (D) Inspection and Acceptance: All grades and materials furnished for rough grading operations shall be subject to inspection by the Golf Course Designer. After establishment of proper subgrading, the Golf Course Designer shall inspect and check the grading for proper elevation. The Contractor shall furnish all assistance necessary to check grades at no expense to the Golf Course Designer or the Owner. No resnreadins of toosoil will be allowed until after sub�radin� is inst�ected and rM avproved. To be accepted, rough grading shall bring all grades to within one tenth (0.1) of a foot of the finished grades shown on the plans, or as directed by the Golf Course Designer. � Pecan Valley "River" Golf Course �'' - 3 - � Rough Grading — Section 300 �,,, Topsoil spreading is subject to random depth and quality checks by Owner and/or Golf Course Designer. Should either suspect any pattern of deficient quality or quantity of � topsoil, further testing may be instituted. Final grading is subject to inspection directly after a rainstorm. Areas that are slow to � drain will be noted on a print of the grading plan and Golf Course Contractor shall be responsible for regrading and/or adding drainage pursuant to item 3-b of this section. (E) Materials: All topsoil and fill necessary for the job will be obtained from areas on the golf course property or immediately adjacent thereto unless the Owner agrees to purchase more or better quality material elsewhere. In this case, a Change Order must be executed prior to furnishing any material. [� (1) To�soil - Stripped topsoil for use shall be the best quality available on the site and satisfactory to the Golf Course Designer. Purchased topsoil, if and as required, �" shall be a good quality native topsoil, free of lumps, sod, stones or debris and similar to existi�g topsoil on site of any kind and satisfactory to the Golf Course Designer. (2) Fill - Furnished fill, if and as required, shall be a good quality clay, free of debris of any kind and shall be of a type suitable for the purpose intended, similar to existing material on site and satisfactory to the Golf Course Designer. �, (F) AdditionalInformation: (1) Unclassified Excavation � All excavation is considered unclassified. Any pumping, dewatering or use of specialized equipment or other incidental work encountered in excavation is to be �, considered incidental to the cost of construction and included in the bid price. Additional compensation shall not be allowed. � End of Section ' ., � Pecan Valley "River" Golf Course � -4- � � � Section 400 (A) Scope of Work: Finish Grading - Section 40U Finish Grading The work consists of performing all operations in connection with Finish Grading of all golf course design features once adequate fill has been properly put in place during mass grading operations. Items included in Finish Grading may include greens, tees, mound complexes, fairways, '1! sand or grass bunkers, cart paths, ponds, creeks, or streams, roads, walks, parking areas, and building sites as may be shown on the plans. (B) Equipment: The Contractor shall maintain on the job sufficient equipment (including maintenance � facilities) of the types needed to complete all work in accordance with the requirements of these speci�cations within the contract time. This will generally include a variety �" of large and small bulldozers (equipped with six way blades), grading tractors and other .. equipment as job conditions and preference of Contractor may indicate. � � Also to be included is continual use of one small oan or naddle wheel scrat�er for use until the final comnletion of shapin� onerations. (C) Operations: Finish Grading shall consist of producing final finish grades for all areas as may be designated on the plan or as directed by the Golf Course Designer.. � Finish Grading Contractor's responsibilities include, as a minimum: � (1) Coordination of mass grading phase as described in the Mass Grading section of � the specifications. Finish Grading Contractor shall, if different from Mass Grading Contractor, coordinate his activities with those of Mass Grading Contractor to achieve final result. �2) � � Finish Grading Contractor shall first build all features to his interpretation of Golf Course Designer's plans, following grading plans as closely as possible. After consultation with Golf Course Designer, Finish Grading Contractor shall be obligated to make any changes requested by Golf Course Designer. After completing these changes, finish shapers shall expect one more "final touch up", (green, tee, fairway landing area) pending degree of satisfactory completion. Finish Grading Contractor assumes responsibility for establishment of final grade Pecan Valley "River" Golf Course -1- �.., Finish Grading — Section 400 .- �r to accomplish design objectives including: � (a) Positive draina�e of all areas except those listed as preserved or undisturbed. � (b) Creation of smooth harmonious �rades for maximum artistic effect. It is inherent in golf course design to make a certain number of field changes ' to take maximum advantage of natural features of each site. Additionally, � many desirable shaping features such as naturally varying shapes, concave and convex slopes, etc. are impossible to draw accurately and more easily accomplished by an experienced shaper, working in conjunction with the � designer on field visits. (c) Maintenance of shot values and concepts as defined by the Golf Course Designer. (d) Shaoine for feature maintenance. Unless indicated as steep bank on plan, � or otherwise directed by the Golf Course Designer, all constructed slopes shall be mowable by conventional equipment. Special care shall be taken r.. to blend tops of mounds and transitional slopes to prevent mowers from scalping or missing areas. (D) Inspection and Acceptance: � All Finish Grading is to be approved by the Golf Course Designer area bv area upon completion. No topsoil shall be spread over golf course features until approval is given. Any topsoiling of features prior to approval of Finish Grading may be ordered removed by the Golf Course Designer in order to complete shaping operations. R"1 Contractor shall give Golf Course Designer timely notice of pending completion of preliminary shaping. Contractor shall complete preliminary shaping on a minimum of three (3) holes before calling the Golf Course Designer for an inspection. Contractor � is completelv resnonsible for scheduling and hiring of shapers to meet schedule and yet �,,, allow reasonable time for architectural changes. For his part, Golf Course Designer or his representative shall make his best effort to reasonably meet inspection schedules as requested by Contractor. Additionally, he will make his "best effort" to avoid repeated changes or major changes not inconsistent with general plans, not clearly necessitated by field condition and/or Contractor misinterpretation. Contractor should be aware , however, it is impractical for the Golf Course Designer to r�� visit often to approve single features. Due to the importance of the shaping phase, . however, the Golf Course Designer will maintain full artistic control. L Pecan Valley "River" Golf Course � -2- � � Finish Grading — Section 400 (E) Materials: No materials needed to complete work covered in this section. � L� (F) Basis for Change Orders: The golf course grading plans will show general grading in as much detail as applicable and possible, given accuracy of information provided to Golf Course Designer. The plans shall also show limits of grading (all areas to be cleared) to allow the Contractor to estimate total area to be finished graded. The plans may also show supplemental notes to clarify Designer's intent beyond what is clear on the actual grading plan. Change orders will be considered only for specific areas on a unit basis of acres. No change order shall be considered for finish grading/shaping until the following conditions have been met: �,,, 1. Contractor has made good faith effort to perform operations listed under C-1, C-2 in this section. 2. Final approval of finish grading/shaping operations has been given, and subsequent operations have begun on specific area in question to the degree that disturbance of such work is necessary. or 3. Golf Course Designer directs shaping operation in an area not clearly labeled for such operations. � End of Section �� C_J 1 e Pecan Vallev "River" Golf Course � -3 � Drainage — Section 500 � • • � Section 500 Drainage .� (A) Scope of Work: This work shall include the furnishing of all labor, materials, tools, equiprnent, and �' machinery necessary for clearing and removing from the site of the work wherever located, all dbstructions, trees, stumps, brush vegetation, woods and debris; and all earth, � rock and other materials to be excavated; the replacement of topsoil after backfilling is completed; the furnishing, placing and maintaining of all sheeting, shoring and bracing � necessary to protect the work and adjacent properties, to support the sides and ends of the excavation and to support all adjacent structures above and below the ground; the � installation and operation of all pumping, bailing and draining necessary to keep the , excavation free from seepage water, water from sewers, drains, ditches, creeks and other � sources, and to provide for the uninterrupted flow of sewers and surface waters during progress of the construction; the removal, after the completion of the work, of all � sheeting, shoring and bracing not necessary to support the sides of the excavation; the satisfactory disposal of excess and unsuitable materials not required or which cannot be used for backfilling; compacting and refilling after settlement of all excavated areas, �.. in such a manner that the end result is complete and a functioning whole. (B) Equipment: � � The Contractor shall maintain on the job suffcient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. � (C) Operations: (1) stakin� � Contractor is responsible for maintaining the proper location and grades of all drainage pipe; anv such deviations mav alter the desi�ned conduit capacitv or '' contribute to scouring or silting of pipe. Where applicable, or such as situations where inaccurate topography may � necessitate changes to the drainage system, the drainage plans may show a _ minirnum and maximum slope for each class of pipe to be used. � The Contractor shall furnish and place in position as directed by the Golf Course Designer all necessary batter boards, string lines, plummets, graduated poles, etc., � required in establishing and maintaining the lines and grades. (2) Excavation � Pecan Valley "River" Golf Course � -1- � � Drainage - Section 500 In general, all excavation shall be made in open cut from the surface of the ground � and shall be no greater in width or depth than is necessary to permit the proper construction of the work in accordance with plans and these specifications. All excavation shall be to the line and grade as provided by the plans, or by the Owner's Engineer or other authorized representative, if specified. � The Contractor shall abide by all applicable federal, state and/or local laws � governing excavation work. The entire foundation area in the bottom of all excavation shall be firm, stable, and at uniform density as nearly as practicable. r,,, Unless necessary, materials shall not be disturbed. The final cleaning off and preparing of the foundation area shall be done immediately prior to the placing of ' the embedment materials or structures. � (a) Trench Bottom Elevation: All trenches for installation of storm sewer lines shall be excavated to a point below the barrel of the pipe for the r., type of embedment specified. — (b) Trench Overcut: Should the Contractor excavate below the plan trench � bottom grade shown on plan, he shall backfill with approved aggregate, consolidated and compacted to meet the Owner's approval. L If the Contractor elects to overcut the trench and use gravel and drain pipe as an underdrain in lieu of or in conjunction with pumping, draining, or well pointing, the additional work shall be considered as incidental work; and additional compensation shall not be allowed. Where the character of the foundation material is such that a proper �"!9 foundation cannot be prepared at the elevation shown on the plans, then, _„ when directed by the Owner, the Contractor shall deepen the excavation to where a proper foundation entirely satisfactory to the Owner can be r'' prepareci. Such materials removed shall be replaced with other material � satisfactory to the Owner and thoroughly compacted in place to the finish grade elevation in a manner satisfactory to the Owner. � (3) Excess Trench Width: When the maximum trench width is not maintained to a point of one foot above the top of the pipe, the Contractor shall provide at his expense the next higher class of embedment; or embedment as directed by the � Owner which shall provide adequate support. The maximum trench width shall _ be equal to the outside diameter of the pipe installed plus 24 inches. ir' (4) Shorin� and Sheetin�: When necessary to prevent caving or unduly hazardous working conditions, or to comply with existing laws, trench walls shall be appropriately braced; or sheeted and braced. Where bracing and sheeting and bracing are used, and trench width shall be increased accordingly, shall be considered as incidental work and shall not be paid for as a separate item. In wet, Pecan Valley "River" Golf Course t -2- � Drainage — Section 500 � saturated or flowing soils materials where it is necessary to install tight sheeting or cofferdams, wood or steel sheet piling of a design and type generally recognized within the construction industry shall be used. All sheeting, shoring ' and bracing shall have sufficient strength and rigidity to withstand the pressure exerted to maintain the sides of the excavation property in place and to protect all � persons or property from injury or damage. When excavations are made adjacent to existing buildings or other structures, or in paved areas, particular care shall be taken to adequately sheet, shore and brace the sides of the excavation to prevent � undermining of, or settlement beneath the structures or pavement. The removal of all sheeting, shoring and bracing shall be done in such a manner � as not to endanger or damage either new or existing structures, private or public ° properties; and so as to avoid cave-ins, or sliding of the banks. All holes or voids left by the removal of the sheeting, shoring or bracing shall be immediately and � completely filled and compacted with suitable materials. If, for any reason, the Contractor, with the approval of the Owner, elects to leave in place the sheeting, � shoring or bracing, no payment shall be allowed for such material left in place unless ordered by the Owner to be left in place. � (5) Dewaterin�: The Contractor shall remove all water from any source which may � accumulate in the excavation. The embedment or pipe shall not be installed in water. Pumping, bailing and draining, underdrains, ditches, etc., shall be � considered as incidental work and shall not be included in such contract prices as are provided for in the contract. �;;;� (6) Lavin� Embedment: All embedment shall be Class "B" Embedment or better. Embedment consists of crushed stone cradle and a cap of select or granular �+ material. After the trench has been cut to a depth below the barrel of the pipe a distance of `' three inches minimum (six inches minimum in rock), the bedding shall be brought �,. up to a point slightly above the grade with rock cuttings or crushed stone, standard gradation. A trough shall be scooped out to grade and the pipe laid and ''" jointed as specified. (7) Lavin� Pipe: All pipe is to be laid in a dry, firmly bedded trench prepared in accordance with the specifications above. All pipe shall be laid on a minimum of � three (31 inches of annroved �raded stone, unless noted otherwise on plan details. �, Unless otherwise authorized by the Golf Course Designer, the laying of pipe on the prepared foundation shall be started at the outlet or downstream end with the spigot or tongue end of the pipe joint pointing downstream. Laying shall proceed � toward the inlet or upstream end with each abutting section of pipe properly � matched, true to the established lines and grades. � Pecan Valley "River" Golf Course � -3- � Drainage — Section 500 r Approved facilities shall be provided for hoisting and lowering the section of pipe over the sides of the trench. The ends of the pipe shall be carefully cleaned �! before the pipe is placed in the trench. As each length of the pipe is laid, the open end shall be protected to prevent the � entrance of earth or bedding material. The pipe shall be fitted and matched so that when laid in the prepared bedding, it shall form a smooth, uniform conduit. When elliptical pipe with circular reinforcing, or circular pipe with elliptical � reinforcing is used, the pipe shall be laid in the trench in such a position that the markings "top" or "bottom" shall not be more than five degrees from the vertical plane through the longitudinal axis of the pipe. r (8) Jointin�: All joints must be made in accordance with the guidelines of the manufacturer. Any alternate methods of jointing pipe must be approved by �"' the Golf Course Designer. (9) Backfillin�: Backfill procedure is that procedure required to return trenches or excavated areas to a condition satisfactory to the Owner. � The methods of backfilling to be used shall vary with the width of trench, the � character of the materials excavated, the method of excavation, the type of . conduit and the degree of compaction required. The placing of backfill shall not � begin until the pipe structure has been properly bedded and jointed and until approval has been given by the Owner. The excavation shall be backfilled only C with approved material. Backfill consists of two major categories: (a) embedment; and (b) trench backfill material, as follows: � (a) Embedment is the material upon which the pipe rests. The embedment backfill shall consist of select or granular material. The material shall be placed on top of the crushed stone in uniform layers on either side of the � pipe and compacted to at least 90 percent of maximum density. Moisture content shall be within minus 2 to plus 4 of optimum. �'" Class B Embedment material under the side of the conduit and around the pipe should be placed alternately in four (4) to six (6) inch layers on both sides of the pipe to permit thorough tamping. Tamping can be done with hand or mechanical equipment, depending upon field conditions. Compaction of fill by puddling or jetting is not recommended, except where supervised by qualified soils engineer. � (b) Trench backfill material is the material required to fill the trench from the top of the embedment to ground elevation. Compaction of all backfill � � i �� Pecan Vallev "River" Golf Course -4- � � Drainage — Section 500 material shall be performed in a manner that shall not crack. crush and/or cause the installed pipe to be moved from the established grade and/or alignment, as shown on the plans. Excavated material may be used in the trench backfill, provided that all hard rock and stones having any dimensions greater than six inches in diameter, debris and roots larger than two inches are removed. (10) Protection ofDrainaee Structures: Contractor shall protect all inlets from silt as � shown in construction details. Contractor shall protect all pipe and structures from heavy loads or other conditions which might crush or damage pipe. �' (D) Inspection and Acceptance: All material of whatever nature used in installing the drainage system shall be subject to � inspection and approval by the Golf Course Designer. All drain lines and structures may be inspected for workmanship and flow grades before any backfilling occurs. � Inspections may be made by the Golf Course Designer or the Owner as soon as possible after the work has been installed and is ready to be backfilled. F'" Pipe shall be subject to rejection on account of failure to conform to any of the specification requirements. All rejected pipe shall be plainly marked by the Golf Course Designer and shall be replaced by the Contractor with pipe which meets the requirements of these specifications. � (E) Materials � (1) Lake Overflow And Deep Line Lake Connections ADS high density polyethylene corrugated pipe with an integrally formed smooth interior, watertight sanitary sewer system. � Pipe and gaskets (Dia. as shown on plans). Requirements for test methods, �" dimensions, and markings are those found in AASHTO Designation M-252 and . M-294 and ASTM F-405 and F-667. '� Pipe shall be made of polyethylene compounds which meet or exceed the � requirements of Type III, Category 4 or 5, Grade P33 or P34, Class C per ASTM D-1248 with the applicable requirements defined in ASTM D-1248. Clean �'° reworked material may be used. Minimum parallel plate pipe stiffness values shall be as follows: L�J Pecan Valley "River" Golf Course � -5- �. Drainage — Section 500 �' Diameter Pine Stiffness* 4" 50 psi � 6" 50 psi 8" 50 psi 10" 50 psi � 12" 45 psi 15" 42 psi _ 18" 40 psi * Per ASTM Test Method D-2412 r The pipe and fittings shall be free of foreign inclusion and visible defects. For • pipe sizes 12" diameter and greater, holes of any kind in the corrugation crests or __ sidewalls shall be considered unacceptable. The ends of the pipe shall be cut squarely and cleanly so as not to adversely effect joining. iw Fittings shall be molded from SDR-35 PVC pipe manufactured in accordance � with the applicable requirements defined in ASTM D-3034. �.. The nominal size for pipe and fittings is based on the nominal inside diameter of the pipe. Fittings supplied by manufactures other than the supplier of the pipe � shall not be permitted. Installation shall be in accordance with ASTM Recommended Practice D-2321 or as specified by the Project Engineer or by local approving agency. � A manufacturer's certification that the product was manufactured, tested, and supplied in accordance with this specification shall be furnished to the Project � Engineer upon request. For dam overflow structures, all pipe of this type shall conform to the current specifications for Reinforced Concrete Culvert with rubber gaskets, ASTM ,,,,, Designation C 443 (C443M), Storm Drain, Sewer Pipe, ASTM Designation C 76 (C76M) of the class designated above; or Reinforced Concrete D, Load Culvert, ""` Storm Drain, and Sewer Pipe ASTM Designation C655 (C655M). (2) Maior Drain Lines � Hancor Hi-Q or ADS N-12 smooth interior 6"-36" diameter drain pipe, or equal meeting AASHTO Specifications M-294-5. (3) Area Drains For 12" x 12", 18" x 18" box catch basin as "Spee-D-Basins" as manufactured by: � Pecan Valley "River" Golf Course � -6- Drainage — Section 500 (4) (5) National Drain Supplies 2455 Teller Road Newbury Park, CA (805) 498-3653 SG-18, SG-12 Metal Grates as supplied by: Wickham Supply (214) 466-1600 or approved equal Lar�e Catch Basins For 12"-36" diameter catch basins specially manufactured "T" sections (as shown on detail) by same manufacture of corrugated plastic pipe. 60" Drain Lines All pipe or this type shall conform to be the current specifications for corrugated metal pipe, AASHTO Designation M36, and shall be fabricated from corrugated galvanized sheets conforming to AASHTO Designation M218. (6) Flared End Section Corrugated metal flared end sections as shown on Detail Sheet. (7) Trench Backfill Trench backfill material for Hancor Hi-Q pipe shall be native soil material consisting clean subsoil absent of larger stones, and tree branches. END OF SECTION Pecan Valley "River" Golf Course -7- Greens Construction / Section 600 � Section 600 Greens Construction r � (A) Scope of Work: The work shall commence after the inspection and approval of the subgrade by the Golf Course Designer and may consist of furnishing and placing of subsurface drainage, pea gravel layer, a coarse sand layer, topmix, soil amendment and fertilizer, fumigation, and establishment of final grades in preparation for grading to provide greens of USGA specifications, as is further enumerated in this section. The bid form may provide for elimination or modification of some aspects of USGA recommended construction techniques, in which case applicable specifications listed herein are deleted. (B) Equipment: � The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) Operations: w. E� (1) Gradin� - The grading of each green shall conform to contours shown on each Green Detail Sheet and any subsequent field orders issued by Golf Course Designer. The subgrade shall be brought to a uniform depth of eighteen (18) inches below the finished grade of the green surface itself, while all the remaining surrounding subgrade will be brought to a uniform depth of nine (9) inches below the finished grades shown to allow for topsoil and for sand in the sand traps. Subgrade of the green shall be cut to ensure positive surface drainage and shall be cut to tie exact contour of the proposed finish grade, less 18". Such grade shall �.. be established and approved before subsequent greens construction operations � commence. Contractor shall cut openings in green dish edge at low points in such a manner as to provide drain outlets for the green until subdrainage is in place. (2) Tile Draina�e - Tile drainage operations shall consist of the following operations: � a. Staging and layout � b. Trenching, clean up and removal of spoil �- c. Bedding and backfilling �„ d. Laying of pipe e. Protection of pipe a. Sta�in� and Lavout � Pecan Valley "River" Golf Course � -1- � Greens Construction / Section 600 �, I. Contractor shall plan storage of pea gravel and other materials in a �? location or locations that shall provide easy access to the green �• with no damage to green shoulders, irrigation system or other construction. � 2. Contractor shall minimize damage to previously cut green dish edge by use of small machinery, running boards to protect finish subgrade, and other appropriate means. 3. Contractor shall take delivery of only clean pea gravel for use in � subsurface drainage and the 4" pea gravel layer. Once on site, he ' shall take all reasonable measures to prevent contamination from mud, silt and blowing dust. �'"' Just prior to beginning the drainage operations at a specific green, Contractor shall prepare a storage area for material to be put on � that green. One method is to strip off 6-12" of existing topsoil to create a storage area. Enough excess gravel shall be placed � in the storage area so that gravel will not have to be scraped directly off the subsoil to place in the green. Upon completion of operations, spoil gravel may be covered up with topsoil previously removed. � Alternate methods are acceptable so long as the material remains absolutely clean. Contractor shall lay out tile pattern utilizing the guidelines f* supplied in the typical tile detail supplied in the construction details. Golf Course Designer reserves the right of approval of all tile ,�., layouts. Contractor shall contact Golf Course Designer after tile patterns are established for the first hole for general consultation � as to objectives. b. Trenchin� � Upon approval of layout for tile, Contractor shall trench for drain tile. Trenches shall be to the minimum depth and width as shown on the tile i drain detail included in the construction drawings. Spoil from the trench is to be removed from the green. Special care �' shall be taken to restore the edge of trench, removin� the rid�e of soil � typically left by the trenchers adjacent to the trench so that water mav flow freelv into the drains. L Pecan Valley "River" Golf Course ' _2_ �. Greens Construction / Section 600 �' After all trenching, clean-up and subsequent tile laying operations, the � green floors shall be smooth and free from ruts, tracks and depressions to ensure positive water flow to the nearest drain tile. Contractor shall continuously check all trenches to ensure that a minimum 1% grade is established for all tile, that grade is more or less consistent and that there are no humps or hollows in the trench profile which would impede flow. Use of level or transit is mandatorv. c. Beddin� � All drain pipe shall be laid on a minimum of 2" of clean, approved pea gravel. The bedding shall conform to the bottom edge of the pipe. No bedding shall be placed or pipe laid unless the trench is to final grade and bottom is smooth and free from clods and debris. After laying pipe, gravel shall be added to the sides of the pipe (at least �, to mid-line) in such a manner as to ensure that true grade, alignment and jointing of the drain tile is not disturbed. After pipe is secure in its �. location, additional gravel may be laid by a larger mechanical machine. E� Contractor shall keep gravel clean at all times. Contractor may heap gravel above pipe if subsequent pea gravel operations are to be delayed for any reason. Contractor shall plan his operation to fully complete tile and pea gravel layer operations for each green before the end of the work day. d. Lavin� Pibe Pipe shall be laid generally according to the following specifications: (1) Work shall progress from the low point of the green to the high point of the green. � (2) Contractor shall follow all of manufacturer's recommendations for preparation, cleaning, laying and jointing of pipe, unless these � specifications require a higher degree of care. � (3) All connections and fittings shall be manufactured to be compatible with drain tile and shall be of equal or greater strength, durability, and overall quality. e. Protection of Pipe � Contractor shall protect all drain tile from contamination by dust or silt, and from damage from machinery. Preferably method is to follow tile drain installation immediately with the pea gravel layer. � Pecan Valley "River" Golf Course r' g' - 3 - �J � Greens Construction / Section 600 �iu (4) Pea Gravel Laver - A smooth, even, four inch (4") layer of approved and washed �� pea gravel, free from silt and other fines, shall be placed over finished subgrade of the green dish. Care shall be taken to maintain the subgrade and to prevent ruts from machinery which may disturb water flow to the drain tiles. The pea gravel layer must conform to the green subgrade exactly; care must be taken not to fill in the valleys or to be more shallow in the ridges. Work is to be accomplished by hand or with small tractor or machine such as "Bobcat", or equivalent. Boards may be used to prevent rutting. Contractor may establish 4" pea gravel depth by placing "blue top" grade stakes every 10 - 12', by placing 4" boards on end ( 2 x 6 boards ripped to exact 4" �'" width) as a guide to tractor, or by other approved method. Continuous monitoring C of depth to achieve accuracy is mandatory. Final grade shall be hand raked to a smooth harmonious grade. (5) Course Sand Laver - If applicable, A smooth, even, two (2) inch coarse sand layer as specified shall be placed over the 4" pea gravel layer of the green dish. Depth of coarse sand layer may be established by a pattern of "blue top" grade � stakes every 10 - 12', or by using 2" PVC pipe, or other material as a guide to backdragging with a rake. All work to be done with smaller tractor ( such as "Bobcat" or equivalent). Continuous monitoring of depth of material is mandatory. ,; Final grade shall be hand raked to a smooth harmonious grade. `" (6) Supplv and Placement of Greens Topmix �.. This operation shall consist of procurement, mixing, random testing, placement and fine grading of approved topmix. (a) Procurement Contractor shall ensure adequate quantities of sand from approved supplier shall be available in a timely manner. (b) Mixin� n �. � �7 Topmix shall be power-blended mixed off site, free from foreign material by an approved soil blender. Pecan Valley "River" Golf Course -4- Greens Conswction / Section 600 L� 2. Loader mixing is not allowed as a substitute. Topmix may be mixed at the sand plant. Mixing at the construction site is acceptable, provided Contractor gains prior approval of Owner for proposed mixing site and is able to make arran�ements to provide for a clean, paved site for mixing, as well as all protection from wind loss, and contamination by dust or silt. 4. Mixture shall consist of 80% approved sand and 20% approved � rice hull compost material by volume, or approved rate as determined by soil testing and approved by Owner. (These percentages may be modified slightly depending upon results and recommendations of testings) � The sand and rice hull compost material shall be thoroughly mixed to a uniform blend free from pockets of rice hull material. r„ (c) Random Testin� � � � Prior to any greens mix testing or approval by the Owner, the Contractor shall provide samples of the proposed sand and rice hulls from potential suppliers to the Owner. Potential suppliers of sand and rice hulls shall have prior experience in blending of greens mix products. The Owner shall have final approval of the chosen mix. 2. Once the mix is approved the proposed mix shall undergo a physical laboratory analysis, performed by a USGA accredited lab paid for by the Contractor. The Contractor shall adhere to the tests. 3. The Contractor shall supply the results of the test to the Owner and Golf �„ Course Designer. The Golf Course Designer's approval of the mix does not relieve the Contractor of the responsibility of maintaining the mixture r' of a proper blend. 4. A second test shall be performed on mix that has been power blended and � a second recommendation from the lab will be required. The Contractor will be required to provide the Owner with a minimum of two tests of greens mix from an approved soil-testing laboratory. � r C� � a. The first test shall include the following: 1. Permeability of sand in inches per hour 2. Sieve analysis of sand corresponding to U.S. Sieve specifications 3. Any organic content of rice hulls Pecan Valley "River" Golf Course -5- � YY Greens Construction / Section 600 b. The second test will require presentation of the following information: 1. Permeability of sand in inches per hour 2. Water retention at field capacity 3. Bulk density 4. Compression factor 5. Percent of Pore Space: non-capillary and capillary 6. Firmness after compaction 5. All greens mix shall be stored and mixed at least one month prior to � first scheduled placement. 6. If any test shows failure to conform to USGA standards (above and � beyond what may already have been known from previous samples when specified by Golf Course Designer or Owner) Contractor shall � immediatelv order a stop to topmix production until determination of cause can be made and Golf Course Designer and Owner's representative shall be notified of the problem immediately. � 7. Production may resume pending remedy of situation satisfactory to Owner. � (d) Placement of Topmix 1. Contractor shall place fourteen (14) inches of approved topmix into the green dish, allowing enough for settlement of twelve (12) inches. � 2. Placement shall be made by a combination of dump trucks to the edge of greens, small bulldozers D-4 or equivalent, and generally small enough that in no case is the machine too heavy that it sinks r"` in the sand and/or damages drain tiles. The bulldozer shall work continuously on top of the just placed topmix, to avoid disruption of the grade of the 2" coarse sand layer � and/or pea gravel layer. 3. Final grade shall be established by small tractor, bunker rake with drag mat, and/or roller. All pockets and depressions shall be removed from green, including those at the green edge caused by � inadequate quantity of sand and subsequent settling. Use of transit or level to check final grades for positive pitch is mandatorv. � Pecan Valley "River" Golf Course � -6- 0 0 � Greens Construction / Section 600 4. Contractor may establish grades with "blue top" grade stakes at intervals of 10'-12'. (7) Continuous monitorin� of depth of topmix is mandatory. (8) Soil Amendment - None required in this contract except at noted in grassing specification. (9) Percolation - The mix shall have a minimum percolation rate of twelve to fifteen inches after compaction in the standard USGA test. � (10) Fumi�ation , The material to be used for fumigation the greens will be methyl � bromide/chloropierin. Application rate shall be 10 pounds per 1,000 square feet. It shall be injected into the soil (not simply under the tarp). Green Fumi�ation �,,, After the placement of topmix on greens, the Contractor shall fumigate green area, including an 8' strip outside the green. After the areas have been marked, � the greens shall be fumigated using the solid tarp method, applying the material at the period of 2-3 days before it is to be removed, unless cooler weather conditions � dicate longer cover. (11) Establishment of Finished Grade Before starting preparation of the green surface for seeding, the Contractor � shall reset all green, green sand trap, and grass bunker grade stakes, rechecking all , grades to make certain that all green undulations are shown on the plans and an exact proportion and contour of sublayers in green construction. � {D) Inspection And Acceptance: ' All phases of greens construction are subject to inspection by the Golf Course Designer. Testing procedures may include visual inspection of final grades and quality of greens � mix, and both random sampling and testing of the greens mix to ensure its conformity to USGA specifications, and placement to proper depth and contour. Any greens mix not conforming to the USGA specifications, or those specifications stated on the plans, is subject to rejection by the Golf Course Designer. � �. (E) Materials: Pecan Valley "River" Golf Course � -7- Greens Construction / Section 600 � � � , ' � � (1) Drain Tile - ADS N-12 4", 6" and 8" drain tile meeting specification ASTM F- 405, perforated or solid as plans may dictate. Fittings shall be as per manufacturer's recommendation. (2) 12" Plastic Catch Basins - (3) (4) (5) ,� (a) NDS 1200 (Catch Basin with 1 Outlet) (b) Mid-line Catch Basin with 2 Parallel Outlets, caps, reducers, plugs as needed. (c) NDS 1216/1218, Extensions (As needed,) (d) NDS 1210, 12 x 12 - Metal grate SG-12 or equal Connection Markers/Air Vents/Clean-Outs (a) NDS 8" Round Grate, (green) P/N #20 (b) 6" PVC Sewer Pipe riser - length as needed (c) NDS Spee-D-Basin catch basin (double outlet shown) Pea Gravel - 1/4" pea gravel as submitted by Contractor for approval by Owner. Coarse Sand Laver (If applicable) - Coarse sand as submitted by Contractor for approval by Owner. Greens Tonmix - (a) SO%o Sand — Greens mix sand as submitted by Contractor for approval by Owner. (b) 20% Organic — Rice hull compost supplied by: Living Earth Technology Group Or approved equal End Of Section Pecan Valley "River" Golf Course -8- Tee ConstrucUon — Section 700 �' Section 700 Tee Construction (A) Scope of Work: The work shall commence after the inspection and approval of the subgrade by the Designer and may consist of furnishing and placing of subsurface drainage, a topmix or soil amendment and fertilizer, fumigation, and establishment of final grades in preparation for grassing. (B) Equipment: The Contractor shall maintain on the job sufficient equipment of the types needed to � complete all work in accordance with the requirements of these specifications within the contract time. (C) Operations: � (1) Gradin� - The grading of each tee shall conform to the contours shown on appropriate grading plans or as directed in field by the Golf Course Designer. The subgrade of the tee and all shoulders shall be brought to a uniform depth � of six (6) inches below the finished grade of the tee surface itself. � Tees require one percent (1%) surface drainage. In order of preference, the following directions of drainage shall be established. � (a) Front to Back (b) Right to Left (c) Left to Right (d) Back to Front (Only allowed on steeply sloping tee sites.) � Drainage should preferably be awav from existing or proposed cart paths or �'� traffic patterns. � U � (2) Topsoil: Contractor shall apply six (6) inches of topsoil to all shoulders of the tee. Topsoil shall be loamy, loose, and friable. (3) Tee Mix: Contractor shall apply four (4) inches of tee mix to the tee surface, (if applicable. See construction details on plans). (4) Soil Amendments: None required, except as noted in grassing specifications. (5) Fumi�ation: No fumigation required in this contract. Pecan Valley "River" Golf Course -1- Tee Construction — Section '700 (6) Establishment of Final Grades: Before starting preparation of the tee surface for grassing, the Contractor shall recheck all surface grades to insure that all areas have positive surface drainage. All final grades may be subject to checking by Golf Course Designer or Owner's representative. A final drag of the tee surface shall be made to create a true, even seedbed with positive drainage prior to planting. (7) Prenaration of Soil and Grassin�: Consult Grassing specifications. (D) Inspection and Acceptance: All phases of tee construction are subject to inspection by the Golf Course Designer and Owner's representative. Testing procedures may include visual inspection of final grades and quality of topsoil or tee mix, (if applicable). (E) Materials: (1) Tee Mix - see Green Mix Specifications End of Section Pecan Valley� "River" Golf Course -2- Bunker Construction - Section 800 Section 800 Bunker Construction (A) Scope of Work: The work shall commence after the inspection and approval of the subgrade by the Designer and may consist of furnishing and placing of subsurface drainage, with pea gravel envelope, flushouts, establishment of final grades in preparation for grassing, hand-cutting of edges of sand bunkers, placing bunker seal, spraying out vegetation, placing and spreading of sand. (B) Equipment: � The Contractor shall maintain on the 'ob sufficient e ui ment of the t es needed to J q P YP complete all work in accordance with the requirements of these specifications within � the contract time. � (C) Operations: (1) Gradine - The grading of each bunker shall conform to the contours shown on each Green Detail sheet or grading plan to a uniform depth of six (6) inches � below the finished grade of the surface itself. Final grading shall ensure that no "overland" surface drainage shall come into bunker. Grading shall also be done to provide a gentle hollow effect, rather than a flat bottom. Unless otherwise indicated, bunkers shall have a base slightly below existing grade to create a"walk down into the bunker" feelin . Also unless otherwise indicated g , , � bunkers will be built to hold water, with drainage to be accomplished by tile. All ' grades shall account for six (6) inches of sand to be placed in bunker, so that sand will remain flush with adjacent lip of bunker, or slightly lower, but never � above. (2) Draina�e - All trenches are to be cut to the dimensions shown on the construction �,� details or typical details and laid in accordance with the pattern and dimensions indicated on the green details. All trenches are to be surveyed in the field to �� insure a positive gradient to drain outlet, maintaining a minimum slope of one ; percent. The base of each trench shall be smooth, dry and free of debris. Caxe shall be taken to locate tiles in exact low areas or swales of bunker. � Other tiles shall be located to best intercept surface flow within the bunker. Where possible, drain tiles shall also be located near the top of bunkers to � intercept flow coming into bunkers from an upslope. (3) Proiection of Drain Lines - Upon completion of all drainage prep, if the bunker is to remain open without bunker sand, gravel bed in the lines shall be heaped up � Pecan Valley "River" Golf Course -1- � Bunker Construction - Section 800 in an effort to minimize silt wash into tile. All drain lines and gravel shall be immediately covered with a filter fabric to protect from silt. This fabric shall be removed just prior to bunker finishing operations. (4) Liner — Refer to: (G) Alternate Bid � (5) Killine Ve�etation in Bunker - If bunkers are untended for a length of time during construction, the proposed sand area shall be sprayed with appropriate chemical, � approved by Owner's representative, to rid area of weeds. (6) Hand Edein� of Bunker Lin - Golf Course Designer shall mark final edge of bunker with spray paint. Edge shall be cut by hand with shovels to be perfectly vertical. Edge shall be a minimum of four (4) inches deep. All spoil shall be hauled away. At this time, all silt shall also be removed from tile lines. (7) Placin� of Sand - Consists of two operations: trucking sand to bunker; spreading sand to a smooth even grade. " (a) Placement of sand shall be accomplished in such a way to minimize �, destruction of prepared seedbed or sod near the bunker (and other areas on the golf course). Enough sand shall be placed in each bunker so that � six (6) inch depth of sand can be achieved. Use of small trucks or utility vehicles, careful planning of hauls roads and entry points, boards �; for protection of turf and other means as may be approved shall be employed. (b) Sand shall be spread by small tractor, trap rake, or by hand, as may be most effective, so that a smooth finish and consistent six (6) inch depth are accomplished. Sand shall be spread as soon as possible after placement. (c) If sand is not to be spread immediately, for whatever reason, it shall be dumped across the bottom of the bunker and shall be placed over the � drain tiles to minimize silting in the event of a rainstorm. � (D) Inspection and Acceptance: All phases of bunker construction are subject to inspection by the Golf Course Designer. � Testing procedures may include visual inspection of final grades and quality of sand, random sampling and testing of the sand to insure its conformity to USGA or other i� specifications. _ (E) Materials: (1) Trap Sand — Bunker sand as submitted by Contractor for approval by Owner. �.� Pecan Valley "River" Golf Course -2- LJ Bunker Construction - Section 800 �. (2) Drain Tile - As specified in Greens Construction. � (3) Sod - As specified in Greens Construction and Grassing. (4) Pea Gravel - As specified in Greens Construction. (F) Miscellaneous Additional Information: (1) Contractor shall be responsible for shaping, tilling, and edging the bunker. (2) Contractor shall be responsible for spraying weeds, clean-up, placing and spreading of sand. (3) All haul roads leading from off site to each bunker location must be followed as shown on the plans. Contractor shall repair all haul roads to original conditions as per plan, and shall repair all other haul roads not indicated on plans at his own expense. �' (G) Alternate Bid — Sand Bunker Sealing Procedure �- � (1) Preparation: � Preparation of the bunker shall begin with the excavation of the bunker in accordance to the plans, and per specifications as stated above. �„J (2) Aonlication of Sealant: The sealant shall be applied to an even thickness of 1"-2". The sealant �"' shall be beveled or "toed in" beginning at a point 2'/z" to 3" below the lip , of the bunker or grass surface. The entire bottom of the bunker shall be sealed. Drainage-ways shall be sealed with minimum 1" of product. Once the material has been placed in the bunker, the material shall be allowed to � cure for 24 hours or until dry and hard. This step in the process is critical, and shall be approved by the Golf Course Designer before placing sand over sealant. The sealant shall be in one piece, and not broken. Once the material can be walked on without making a depression, and approved by the Golf Course Designer, the bunker may be filled with sand. � (3) Draina�e: Drainage shall be 6" Multi-Flow drainpipe or an approved equal. The � drainage channels shall be excavated to a depth of 10" to 12" in a"V" shape, deep enough for the Multi-Flow to be placed in the ditch without r„ breaking the plane of the bunker floor. The pipe shall be laid at 15 linear feet per 100 square feet of floor in accordance with the plans. At the point where the pipe leaves the bunker, the Contractor shall attach to the 4" pipe as shown on the Drainage Plan. �. Pecan Valley "River" Golf Course -3- � Bunker Construction - Section 800 (4) Bunker Sealant: Master Seal II as supplied by: MasterTurf Products, Inc. 1512 Oak Creek Drive Hurst, Texas 76054 817.268.4777 Attn: Stan Standridge End of Section Pecan Valley "River" Golf Course -4- Fine Grading, Fertilizing, and Grassing ` Section 1000 Fine Grading, � .. . . Fertilizing and Grassing (A) Scope of Work: � The work consists of furnishing the required materials, equipment and labor needed to remove any sticks, roots, or stones from the topsoil of the finished graded areas prior to � fertilizing and sodding of all areas designated on plans and specified herein. (B) Equipment: �' The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within ` the contract time. (C) Operations: (1) Greens: s (a) Fertilizin� - Fertilizer shall be delivered to the site in bags or other convenient containers, each fully labeled, conforming to applicable state fertilizer laws, and bearing the name, trade name or trademark, and the warranty of the producer. Fertilizer shall be stored in a weatherproof storage place in such a manner that it will be kept dry and its effectiveness will not be impaired. Fertilizer shall be worked into the soil profile at a depth not to exceed 2 inches with Roseman landscape rakes or an approved equal. �' (b) Seed Bed Preparation - The surface shall be smoothed and rolled until a fine uniform seedbed is obtained. There shall be no areas on the � surface of the green where water will not drain off. The top one (1) inch of the seedbed shall then be lightly loosened ready for grassing. The � actual area of the green surface shall be outlined by small stakes, and shall conform exactly to the area shown on the corresponding green detail sheet for the area of the green. � (c) Grassin�: �•. (1) The Contractor shall accurately mark the green's edge using wire flags, approximately 10' to 15' apart. Crrassing of greens shall extend to a minimum of 20' beyond mix edge to provide a "competition zone" and encroachment protection. � Pecan Valley "River" Golf Course � -1- Fine Grading, Fertilizing, and Grassing � � (2) Contractor is responsible for probing the greens mix in random � areas to insure a consistent depth as shown on the plans. (3) Contractor is responsible for applying the sprigs at the specified rate using hand planting. (4) Once grassed, the Contractor shall cover the sprigs by lightly � rolling the seedbed, carefully watching so as not to disturb distribution. (2) Fairways and Rou�hs: (a) Seedbed Prevaration - All sticks, roots, stones or other debris left on � the surface of the finished rough grade shall be completely removed by the Contractor using a Harley Rock Picker, or equivalent, and other such equipment and hand tools as may be necessary. All stones � of 1/2" and above in size shall be removed from the seedbed. � � � �'" � � Following such removal, the Contractor shall loosen all areas to be grassed either by plowing, tilling, or disking the soil to a depth of six (6) inches. Following this loosening operation, the surface of the soil shall be finely divided by further disking, or use of spring tooth or spike tooth harrows, until all seedbed areas are satisfactory to the Golf Course Architect. The surface of all areas to be grassed, after final working, shall conform to the finished grades shown on the Grading Plan. When grades are not established in areas to be grassed, all depressions shall be filled and the resulting grade shall be smooth and continuous. Area to be grassed shall also be finished graded to meet any walks and adjoining surfaces after compaction in a uniform manner so no water pockets or ridges are left. The Contractor shall use a surveyor's level where necessary to make � certain that there are positively no fairway areas which do not have perfect surface drainage. � (b) Soil Amendments - Amendments shall be determined by soil analysis and shall be incorporated into the soil to a depth of at least four (4) inches by disking, harrowing or other acceptable method within 24 hours following r application. NOTE: When an amendment is required it will be applied prior to application of fertilizer. See materials section for required amendment. � Pecan Valley "River" Golf Course � -2- � Fine Grading, Fertilizing, and Grassing � • • • � Sect�on 1000 F�ne Grad�ng, � Fertilizing and Grassing � (A) Scope of Work: The work consists of furnishing the required materials, equipment and labor needed to remove any sticks, roots, or stones from the topsoil of the finished graded areas prior to fertilizing and sodding of all areas designated on plans and specified herein. (B) Equipment: �' The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within ' I the contract time. �- (C) Operations: (1) Greens: (a) Fertilizin� - Fertilizer shall be delivered to the site in bags or other convenient containers, each fully labeled, conforming to applicable state fertilizer laws, and bearing the name, trade name or trademark, and the warranty of the producer. Fertilizer shall be stored in a weatherproof storage place in such a manner that it will be kept dry and its effectiveness will not be impaired. Fertilizer shall be worked into the soil profile at a depth not to exceed 2 inches with Roseman landscape rakes or an approved equal. �'' (b) Seed Bed Preparation - The surface shall be smoothed and rolled until a fine uniform seedbed is obtained. There shall be no areas on the � surface of the green where water will not drain off. The top one (1) ' inch of the seedbed shall then be lightly loosened ready for grassing. The ,s., actual area of the green surface shall be outlined by small stakes, and shall � conform exactly to the area shown on the corresponding green detail sheet for the area of the green. (c) Grassin�: � (1) The Contractor shall accurately mark the green's edge using wire flags, approximately 10' to 15' apart. Grassing of greens shall � extend to a minimum of 20' beyond mix edge to provide a � "competition zone" and encroachment protection. L Pecan Valley "River" Golf Course � -1- � L C � Fine Grading, Fertilizing, and Grassing (2) Contractor is responsible for probing the greens mix in random areas to insure a consistent depth as shown on the plans. (3) Contractor is responsible for applying the sprigs at the specified rate using hand planting. (4) Once grassed, the Contractor shall cover the sprigs by lightly �` rolling the seedbed, carefully watching so as not to disturb ��' distribution. � (2) Fairways and Rou�hs: (a) Seedbed Preparation - All sticks, roots, stones or other debris left on the surface of the finished rough grade shall be completely removed �"' by the Contractor using a Harley Rock Picker, or equivalent, and other such equipment and hand tools as may be necessary. All stones � of 1/2" and above in size shall be removed from the seedbed. Following such removal, the Contractor shall loosen all areas to be grassed either by plowing, tilling, or disking the soil to a depth of six (6) inches. Following this loosening operation, the surface of the soil shall be fnely divided by further disking, or use of spring tooth or spike tooth harrows, until all seedbed areas are satisfactory to the Golf Course Architect. The surface of all areas to be grassed, after final working, shall conform to the finished grades shown on the Grading Plan. When grades are not � established in areas to be grassed, all depressions shall be filled and the resulting grade shall be smooth and continuous. Area to be grassed shall also be finished graded to meet any walks and adjoining surfaces after compaction in a uniform manner so no water pockets or ridges are left. � The Contractor shall use a surveyor's level where necessary to make certain that there are positively no fairway areas which do not have perfect surface drainage. (b) Soil Amendments - Amendments shall be determined by soil analysis and �I shall be incorporated into the soil to a depth of at least four (4) inches by disking, harrowing or other acceptable method within 24 hours following �" application. NOTE: When an amendment is required it will be applied prior to application of fertilizer. See materials section for required amendment. L� Pecan Valley "River" Golf Course -2- � Fine Grading, Fertilizing, and Grassing (c) Fertilizin� - After areas to be grassed have been fine graded, fert�ilizer �'" shall be evenly distributed over these areas at the specif ed rate using an approved type mechanical spreader. Contractor shall fertilize in two applications, each in a different direction at 90 degrees to insure proper coverage. The fertilizer shall be applied immediately prior to grassing. � All fertilized areas shall then be lightly harrowed, using spike tooth harrows, to a depth not to exceed two (2) inches until the topsoil is friable and of uniform texture and satisfactory to the Golf Course Architect. (d) Grassin� - Grass shall be applied evenly at the rates specified for the designated areas. It shall be applied by means of approved sowing equipment such as a Brillion or disk-type seeder or mechanical seeding equipment. �" Following grassing, the entire area shall be compacted by means of a ridged roller or cultipacker weighing 60 to 90 pounds per linear foot of roller. (3) Tees - The fairway specifications shall apply, except that the tee surface shall be hand-grassed. �"' (4) Banks and Shoulders: (a) Seedbed Preparation - Specifications for fairway preparation shall apply. In banked areas where machinery does not leave a desirable finished grade, hand work may be necessary. (b) Soil Amendments - See Fairway Specifications. ,,,, (c) Fertilizer - See Fairway Specifications. (d) Grassin� - All bank areas are to be sodded unless otherwise specified. (5) Miscellaneous Areas - All areas to be grassed under this contract have been covered in green or fairway grassing specifications. (D) Grassing Dates: (1) Approved grassing dates are as follows: � (a) Fairwav, tees, and primary and secondary rou�hs - May 15 - June 15, � 2000 � Pecan Valley "River" Golf Course � -3- � Fine Grading, Fertilizing, and Grassing � (b) Greens - May 15 - June 15, 2000 (c) Tertiary Rou�hs (Native Grass Mixture) - March 15 - May 15, 2000 (2) The Contractor must make every effort to grass within these dates. When delays in operations carry the work beyond these dates, or when conditions are such by reason of drought, high winds, excessive moisture, or other factors that satisfactory results are not likely to be obtained, work shall be stopped and shall be resumed only when conditions are favorable again or when approved alternate or corrective measures and procedures have been put into effect as authorized by the Golf Course Designer or the Owner. (3) Soddin� Immediately prior to, but not in excess of 24 hours before, placing the sod, the soil surface shall be worked until it is relatively free from debris, washes, gullies, clods and stones of more than '/2" and is in a satisfactory condition. The surface shall be worked to a depth of not less than (3) inches with a disc, tiller or other equipment approved by the Golf Course Designer. Prepared surfaces that become crusted shall be reworked to an acceptable condition before sodding. � Before laying the sod, excess soil shall be removed so that the finished surface of the sodded area will be flush with staked grades and adjacent graded field � surfaces and drainage structures. Any excavation necessary will be considered as part of the sodding operations and no separate payment will be made other than the payment for sodding. � Sod shall be placed within 24 hours of being cut. Sod shall be placed when the ground is in workable condition and temperatures are less than 90 degrees Fahrenheit. Sod shall not be placed when the sod or ground surface is frozen or �„ during an extended drought. �! When the surface is dry enough to walk on, place the sod on the prepared surface �; with the edges in close contact and alternate courses staggered. Roll them level with a lawn roller. On all slopes exceeding 5:1, the sod shall be secured by pegging it with 6" wooden pegs. Immediately upon sodding. the turf shall be � thoroughly watered. (E) Establishment Protection �., All grass areas designated as such on the plans and in these specifications shall be protected against all types of damage from the time work is started until the date of � acceptance by the Golf Course Architect. � Pecan Valley "River" Golf Course I -4- . 1� � �" Fine Grading, Fertilizing, and Grassing Contractor is responsible for newly turfed areas until acceptance by the Owner and Golf Course Architect. The Owner may, at its option, take over maintenance of completed areas as they are finished on or about two (2) weeks after planting. (F) Inspection and Acceptance �. (1) The Golf Course Architect will inspect the finished fine graded areas before fertilizing, and grassing can be commenced. The Contractor shall notify the Golf � Course Architect several days in advance that certain areas will be ready for this inspection so that no delays will be occasioned in the performance of the work. (2) All materials of whatever nature used in the fertilizing and grassing operation shall be subject to inspection and approval by the Golf Course Architect. If during or after completion of the fertilizing or grassing operations, a check of the quantities of fertilizer and seed used indicates that the minimum rate of application has not been met, the Golf Course Designer will require the distribution of additional quantities of these materials to make up the application specified. (3) The work of fertilizing, seeding and sodding will be accepted by the Golf Course Designer upon completion of each area if it complies with the specifications for seeding, sodding and fertilizing as set forth herein. This acceptance does not relieve Contractor of his responsibility to provide viable certified seed and certified sod. In no case shall inspection be more than 10 days after completion. (4) General Material Snecifics (If Apnlicablel (a) All seed shall be labeled in accordance with the United States Department of Agriculture and Regulations under the Federal Seed Act and AOSA. Seed shall be furnished in sealed standard containers unless exception is granted in writing by the contracting agency. Seed which has become damaged in transit or in storage will not be acceptable. The type and minimum percentages-by-weight of pure live seed shall be as follows: Purity Live Seed Weed Seed Crop Seed Poa Trivialis Poa Annua 97% 90% 0% 0% 0% 0% Pecan Valley "River" Golf Course -5- Fine Grading, Fertilizing, and Grassing The Architect shall be furnished with signed copies of the vendors statement certifying that each container of seed delivered is fully labeled � in accordance with the Federal Seed Act and AOSA and comply with the standards as set above. At the request of the Architect a 50 gram � (1 /8 lb. sample) of each seed type* and seed lot shall be sent to an independent registered seed lab for testing. � If, during or after completion of the fertilizing or grassing operations, a check of the quantities of fertilizer and seed or sprigs used indicates that the minimum rate of application has not been met, the Golf Course Architect will require the distribution of additional quantities of these materials to make up the application specified. �" (b) The work of fertilizing and grassing will be accepted by the Golf Course Architect upon completion of each area if it complies with the � specifications for grassing and fertilizing as set forth herein. (c) The nursery may be inspected and approved before grassing operations begin. _ This acceptance does not relieve contractor of his responsibility to provide � viable certified grassing material. In no case shall inspection be more than 10 days after completion. (G) Materials: � All materials to be used in the process of fine grading, fertilizing and grassing shall be new and without flaws or defects and of quality as outlined in the speciiications. The Golf Course Architect shall have the option to reject any seed, sprigs or fertilizer which fails to meet the recommended specifications. The materials for fine grading, fertilizing � and grassing shall include: � (1) Soil amendments: No soil amendments required. (2) Sod: Provide strongly rooted sod, not less than one year old, in vigorous � condition and free of uncontrollable weeds or grasses. Before any sod is to be obtained and the approximate quantity available, the same shall be subject to � inspection and approval before it is lifted. No sod grown on peat or grown on heavy clay soil shall be used. �, Sod shall be cut in rectangular sections as required, varying in lengths up to six feet: uniform width not to exceed 18 inches. Sod shall be delivered to the job site within twenty-four (24) hours after being cut, unless circumstances beyond the Contractor's control make it necessary for the sod to be placed in temporary L Pecan Valley "River" Golf Course � -6- � � L � � � Fine Grading, Fertilizing, and Grassing storage, in which case, permission shall be obtained from the Architect. Any sod permitted to dry out or rot may be rejected if, in the judgment of the Architect, its survival after placement is doubtful. (3) Grasses: (a) (b) (c) r,,, (d) Native Areas (If Applicablel- To be Stock Seed Farms Prairie 7 Grass Mixture or approved equal. Application rate (lO lbs. per acre) Species may include Little Bluestem, Switchgrass, Indiangrass, Sideoats Gramma, Western Wheatgrass, Virginia Wildrye. � � � Equal ` (� Wetland Plants (If Applicable)- Wetland plant material shall be planted by 1.� hand as directed by the Golf Course Designer. Contractor shall install plants per suppliers recommendation, and specifications. Exact locations � and quantities will be directed in the field by the Golf Course Designer. 1�� (See Bid Alternate for quantity, and Grassing Plan for location) �'" Wetland Plant List 1. Bushy Bluestem 2. Common Reed � (e) Wildflower Areas (If Applicable) - To be Stock Seed Farms Wildflower Mixture or equal. Application rate of 8 lbs. per acre). Greens - Certified Tif Eagle Bermuda sprigs (14 bushels /1000 square feet), with source to be approved by Golf Course Designer. Tee, Fairways and Primary Rou�hs - Certified Bermuda 419 sprigs (600 bushels/acre), with source approved by Golf Course Designer. Sod — 1. Certified Bermuda 419 sod for banks and green permeters as shown on the plans. Source is to be approved by Golf Course Designer. 2. DAL8502 "Diamond" Zoysia sod for tee surfaces. as supplied by: Stock Seed Farms 28008 Mill Road. Murdock NE 68407-2350 (402) 867-3771 or (Andropo�on �lomeratusl (Phragmites australisl Pecan Valley "River" Golf Course � -7- ,�: � � Fine Grading, Fertilizing, and Grassing 3. Eastern Gamagrass (Trvnsacum dactvloides) 4. Lowland Switchgrass (Panicum viratuml 5. Prairie Cordgrass (Snartina nectinata) 6. Silver Plumegrass (Erianthus alonecuroidesl as supplied by: Bluestem Nursery 4101 Curry Road Arlington, Texas 76001 (817)478-6202 r �� or Equal (4) Fertilizers: � Pre-plant Fertilization (a) Fairways, Tees and Maintained Rou�hs - Initial application - 10-20-20 Ag (b) Greens - Greens shall be fertilized with Lesco 12-24-14 or approved equal. ' Application rate 61bs. per 1000 square feet. 0 � Post-plant Fertilization These applications may or may not be supplied by the contractor. (a) Fairways, Tees and Maintained Rou�hs - (1) 1 st application after planting (10-14 days after planting): 16-16-16 Ag grade starter fertilizer (b) Greens - (1) 1 st application after planting (7-10 days after planting): Lesco � 12-24-14 or approved equal - application rate 61bs. product per t (H) Removal of Existing Common Bermuda Fairway Turf: � , (Alternate Bid) �,,, The City of Fort Worth Golf Division wishes to replace the existing common bermuda turf on the fairways, green surrounds and tees with Cynadon dactylon 419 hybrid bermuda turf. This ,� portion of the contract will be approached as a bid alternate. a,�. The Contractor's objective shall be to provide a firm, granular soil for rapid establishment and a �" soil root zone having adequate aeration, infiltration and drainage to maintain a high quality turf —. with minimal difficulty. Steps to be followed prior to sprigging of 419 include: _, L' Pecan Valley "River" Golf Course � , -8- �� Fine Grading, Fertilizing, and Grassing � 1. Control and Removal of existing common bermuda turf and other unwanted vegetation within the construction area. � 2. Removal of rock and debris that is discovered following tilling of soil. 3. Rough grading 4. Application of fertilizer � Eradication of turfgrass shall take place in late spring when common bermuda turf is actively growing. Contractor shall employ a licensed chemical applicator who is certified by the Texas � Structural Pest Control Board or Texas Department of Agriculture in turf and ornamentals to perform the spray application. Timing of application shall be coordinated with Owner prior to commencement of spraying. Contractor shall follow contour lines as outlined by Architect for �" removal of vegetation and regrassing. .� Eradication of common bermuda shall be accomplished with Ultra Roundup as manufactured by Monsanto. Contractor is to follow label directions provided on Ultra Roundup in completing the "kill" on the tur£ Seven to ten days after initial application, Contractor shall review all areas and determine the need for additional spot treatment in order to provide thorough kill. �� Once eradication of common bermuda is accomplished, Contractor will remove the dead material by tilling the soil. Debris from the fairway will be disposed of by burn pit. (See �' Clearing Specifications) Applicator shall follow safety rules associated with application of chemicals including but not limited to: personal protective equipment (PPE) requirements, environmental hazards, physical �'' and chemical hazards for mixing, loading wind speed, drift and application. Product shall be applied in accordance with label directions at 5 quarts per acre. Unit shall be calibrated on site to insure proper application. Use of flat fan nozzles is required. Use of other than potable water in tank mix is unacceptable. R- Product shall be applied in such a manner as to allow a minimum of three (3) hours drying time prior to any irrigation or rainfall. Disposal of any unused product shall be coordinated with the Golf Course Superintendent. l_i � � Planting and sodding operations shall not occur until the Owner has determined that no regrowth has occurred. (See Grassing Specifications) End of Section Pecan Valley "River" Golf Course -9- Tree & Landscape Planting — Section 1200 Section 1200 Tree & Landscape Planting (A) Scope of Work: Furnish all labor, eyuipment, taxes, transportation, services and plant materials necessary to complete the planting and maintenance of all trees, shrubs and ground covers in accordance with the plans and specifications. (B) Defnitions: 1. AAN: American Association of Nurserymen 2. Provisional Acceptance of Installation: This acceptance will be granted upon completion of installation of all plant material as according to plans and specifications. 3. Final Inspection: The last inspection immediately prior to expiration of the maintenance period. 4. Owner: City of Fort Worth (C) Quality Assurance: (1) Reference Standards (a) American Joint Committee of Horticultural Nomenclature: Standardized Plant Name, Second Edition, 1942. (b) American Association of Nurserymen, Inc., American Standard for Nursery Stock, 1973 (ANSI Publication 260.1-1973). (c) Official Method of Analysis of the Association of Official Analytical Chemists (AOAC). (2) Substitutions (a) Install substitutions only upon written approval of the Owner. (b) Submit substitutions possessing same characteristics as plant or material indicated. � ii� (c) Do not substitute plants of less cost than plant indicated. Pecan Valley "River" Golf Course -1- e Y�J Tree & Landscape Planting - Section 1200 (d) Where larger plants are substituted by Contractor, substitute plants of greater value without any additional cost to Owner. (3) Qualitv Control "" (a) Contractor shall be responsible for all material shown on plans. Submit documentation to the Owner within fourteen (14) days after award of � contract that all plant material is available. Any and all substitutions due to unavailability must be requested in writing prior to confirmation and �,,,, ordering. All plants shall be subject to inspection and approval by the Owner at place of growth or upon delivery to the site for conformity "" to the specifications. Such approval shall not impair the right of ,..; inspection and rejections during progress of the work. (b) The Contractor shall submit specifications of any item being used an-site upon the request of the Owner. (c) At least one plant of each species delivered to the site will have identification tag from the supplying nursery showing common and botanical plant names. Do not remove tag until after final inspection. (D) Submittals: (1) Certificates (a) Submit certificate of inspection with invoice. (b) File certificates with Owner prior to material acceptance. (2) Maintenance Instructions Submit written maintenance schedule for maintaining plant material after � completion of job to Owner before the final inspection. � (E) Product Delivery, Storage and Handling: 1. Prenaration for Delivery (a) Balled and burlapped (BB) plants: � (1) Dig and prepare for shipment in manner that will not damage roots, branches, shape and future development after planting. �� Pecan Valley "River" Golf Course -2- Tree & Landscape Planting — Section 1200 � � F°' �2) (3) (4) Ball with firm, natural ball of soil. Wrap ball firmly with burlap. Ball size with ratios: (a) (b) (c) Conform to ANSI standard sizes and plant list. If conflict occurs, notify the Owner. Collected plants shall be 10% greater in diameter than nursery grown. (b) Pack plant material to protect against climatic, seasonal, and breakage injuries during transit. (c) Securely cover plant tops with tarpaulin or canvas to minimize wind whipping and drying. Use antidesiccant as needed. (d) Pack and ventilate to prevent sweating of plants during transit by rail. Give special attention to insure prompt delivery and careful handling to point of delivery at planting job site. 1. Delivery (a) Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark and conformance to state law. � r (b) (c) (d) (e) The Contractor shall furnish the Owner with two (2) copies of receipts for all amendments speciiied herein. Deliver all plants with legible identification labels. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. The Contractor shall notify the Owner in advance of delivery of all plant materials and shall submit an itemized list of the plants in each delivery. 3. Stora�e (a) Protect roots of plant material from drying or other possible injury with soil or acceptable material. � � Pecan Vallev "River" Golf Course -3- Tree & Landscape Planting - Section 1200 (b) (c) (d) Store plant material in the shade and protected area from the weather. Maintain and protect plant material not to be planted immediately upon delivery in a healthy, vigorous condition. Erect temporary fence and store material inside in a manner approved by Owner. 4. Handlin� (a) The Contractor is cautioned to exercise care in handling, loading, unloading and storing of plant materials. Plant materials that have been damaged in any way will be discarded and if installed, shall be replaced with undamaged materials at the Contractor's expense. (b) Do not drop plants. (c) Do not pick up container or balled plants by stems or trunks. (d) Lift and handle balled plants from bottom of ball. (F) Job Conditions: 1 2 Protection: Before excavations are made, take precautionary measures to protect lawn areas driven over by vehicles and where soil is temporarily stacked. Schedulin�: (a) Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. (b) Install trees, shrubs and ground cover plants prior to lawn installation. (c) Coordinate special scheduling with Landscape Irrigation Contractor. (G) Samples and Tests: 1. Owner reserves the right to take and analyze samples of materials for conformity to specifications at any time. 2. Contractor shall furnish samples upon request by Owner. Rejected materials shall be immediately removed from the site at Contractor's expense. Cost of testing of materials not meeting specifications shall be paid by Contractor. (H) Guarantee and Maintenance: Pecan Valley "River" Golf Course -4- Tree & Landscape Planting - Section 1200 1 Provisional Accentance: (a) The Contractor shall request provisional acceptance in writing 10 days before the anticipated date. (b) Planting's type, size and number shall be approved by the Owner as being in accordance with the plans and specifications. (c) Any plant required under this contract that is dead, not true to its name or size as determined by the Owner in conjunction with the Contractor shall be removed from the site and replaced at no additional cost to the Owner. 2. Guarantee Period: One year guarantee period of planting shall begin immediately after the written provisional acceptance. 3. Maintenance Period: (a) Maintain all planting areas until acceptance by Owner. (b) All replacement of plant material during 90-day period shall be with original size and planting mixture as shown on the plans. (c) Repair all damages to plants and/or lawns at no additional expense to the Owner. (d) Maintenance shall consist of but not be limited to: (1) �2) (3) � Weeding Watering Pruning (as directed by the GCD) (4) Spraying (5) Fertilizing Final Acceptance: Ten days prior to the end of the maintenance period the Contractor shall send written notice to the Owner requesting a final inspection. At this inspection, all plants must be in healthy growing condition, weed free, pruning complete, staking and guying secure, sprinkler risers vertical, and irrigation performing as per manufacturer's description. Acceptance shall follow upon meeting these requirements. � Pecan Valley "River" Golf Course � -5- � � � (I) � f" � � � � � Tree & Landscape Planting - Section 1200 Materials: Plant Material (See plans for type and size): (a) Plants shall be in accordance with the Texas State Department of Agriculture's regulation for nursery inspections, rules and rating. All plants shall have a normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations, plant diseases, sunscalds, windburn, knots, injuries, fresh abrasions of the bark, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and have well "hardened" systems and vigorous and fibrous root systems which are not root or potbound. In the event of disagreement as to plants furnished by the Contractor in containers will be determined by removal of earth from the roots of not less than two plants or more than two percent of the total number of plants of each species or variety. Where container-growth plants are from several sources, the roots of not less than two plants of each species or variety from each source will be inspected. In case the sample plants inspected are found to be defective, the Owner reserves the right to reject the entire lot or lots of plants represented by the defective samples. The Owner is the sole judge as to acceptability. Any plants rendered unsuitable for planting because of this inspection will be considered as samples and will be provided at the expense of the Contractor. (b) The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on plans. The minimum acceptable size of all plants measured before pruning with the branches in normal position shall conform with the ANSI Standards. Plants larger in size than specified may be used with the approval of the Owner, but the use of larger plants will make no change in contract price. If the use of larger plants is approved, the ball of earth or spread of roots for each plant will be increased propoRionately. (c) All plants not conforming to the requirements herein specified shall be considered defective and such plants, whether in place or not, shall be marked as rejected and immediately removed from the site of the work and replaced with new plants at the Contractor's expense. (d) Prunine: At no time shall trees or plant materials be pruned, trimmed or � topped prior to delivery and any alteration of their shape shall be conducted only with the approval and when in the presence of the Owner. � �' � (e) �� Plant material shall be true to botanical and common name and variety. Nursery Grown and Collected Stock: Pecan Valley "River" Golf Course -6- Tree & Landscape Planting - Section 1200 (1) Grown under climatic conditions similar to those in locality of project. (2) Container-grown stock in vigorous, healthy condition, not root- bound or with root system hardened off. (3) Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. (4) If required, provide proof that material was nursery grown. All rejected stock shall be replaced at Contractor's expense. 2 (g) Trees: (1) Single straight trunks unless indicated otherwise. (2) Trees with weak, thin trunks not capable of support will not be accepted. (h) Method Options: (1) Container-grown in lieu of balled and burlapped. (2) Balled and burlapped in lieu of bare-root. (3) Nursery-grown in lieu of collected. Topsoil: Provide only if existing soil at the site isn't a sufficient amount. (a) Sandy loam from an approved source by the Owner. 100% passing through a 1 " screen. Sand (2.00Omm to O.SOmm) 40%-50% Silt (0.050 mm to 0.005 mm) 30%-40% Clay (0.0005 mm and smaller) 10%-30% (b) Free of subsoil, brush, stumps, roots, organic litter, objectionable weeds, clods, shale, stones 2 inches minimum dimension or larger, or other material harmful to grading, planting, plant growth, or maintenance operations. (c) Presence of vegetative parts of Bermuda grass, Johnson grass, nut grass, (Cyperus rotundus), and other hard to eradicate weeds or grass will be cause for rejection of topsoil. � Pecan Valley "River" Golf Course r -7- �I Tree & Landscape Planting - Section 1200 3. Commercial Fertilizer: �� L � � 0 (a) Uniform composition (b) Pellitized (c) Containing following minimum percentage of plant food by weight: (1) Available nitrogen: 12% (2) Available phosporic acid: 6% (3) Available potash: 6% Mulch and Soil Container: Pine bark mulch 5. Sharp Sand: Clean, washed sand, fine to coarse sizes. 6. Root Activator: Carl Pool Root Activator, or an approved equal. 7. Water: Potable, available on-site. Contractor shall furnish temporary hoses and connections as required. 8. Tree Paint: Morrison Tree Seal, Cabort Tree Paint, or equal. 9. Pre-Emer�ence Herbicide: Surflan or approved equal. (J) Inspection: l. Contractor shall verify that established grades are correct and determine locations of all underground utilities prior to beginning planting. 2. Contractor shall see that all planting areas are free of all weed and foreign material prior to beginning planting. 3. Contractor shall inspect trees, for injury, insect infestation, and trees for improper size and shape. 4. Contractor shall not begin planting until deficiencies are corrected, or plants replaced. To begin work indicates acceptance of site conditions. (K) Plant Locations and Measurements: 1. Stake outline of planting beds on ground prior to installing edging. 2. Stake locations of trees. u Pecan Valley "River" Golf Course -8- � Tree & Landscape Planting — Section 1200 �. 3. Place shrubs and ground cover in indicated locations. 4. Notify GCA of discrepancies between plants indicated on the plans and the actual � conditions prior to planting. ' S. Plants and locations will be approved by GCA prior to planting. (L) Final Grades: 1. Minor modifications to grade may be required to establish the final grade. 2. Fine grading shall insure proper drainage of the site as determined by the GCA or Owner's representative. 3. Disposal of any unacceptable or excess soil shall be done at an off-site location as approved by Owner. (M) Excavation for Planting: � . P�ts: a. Shape: (1) Vertical sides and bottom sloping to one corner. (2) Plant pits to be square or circular. b. Size for Trees: 2 feet wider and 6 inches deeper than plant ball. c. Size for Balled and Burlapped Shrubs: 1 foot wider and 6 inches deeper than ball. 2. Obstructions Below Ground: a. Remove rock or underground obstructions to depth of 6 inches below bottom of plant ball or root when plant is properly set at the required grade. Use aluminum tree pit of 4 feet depth in rock areas. b. If underground obstructions cannot be removed, notify GCA for new instructions. c. Avoid damaging underground utility lines. d. Repair damage to existing utilities at no additional expense to Owner. 3. Disnosal of Excess Soil: a. Use acceptable excess excavated topsoil for filling holes, pits, and beds as directed by the Owner. b. Dispose of unacceptable or unused excess soil at an off-site location as � Pecan Valley "River" Golf Course � -9- � Tree & Landscape Planting — Section 1200 directed by the Owner. (N) Preparation: 1. Soil Preparation: a. Planting mixture for trees shall consist of the following materials (per 10 cubic yards) (1) Topsoil - 5 cubic yards �" (2) Pine Bark Mulch - 3 cubic yards , (3) Commercial fertilizer - 5 pounds (4) Sharp sand - 2 cubic yards b. At time of planting, the top 2 inches of all areas to be planted shall be free of stones, stumps, or other deleterious matter 1 inch in diameter or larger and shall be free from all wire, plaster or similar objects that would be a hindrance to planting or maintenance. � c. Pre-Emergence Herbicide: Apply after planting at rates recommended by � manufacturer. (0) Planting Installation: l. General: a. Actual planting shall be performed during those periods when weather �" and soil conditions are suitable and in accordance with locally accepted , practice, as approved by the Owner. b. Only as many plants as can be planted and watered on that same day shall be distributed in a planting area. k.. c. Containers shall be opened and plants shall be removed in such a manner that the ball of earth surrounding the roots is not broken and they shall be � planted and watered as herein specified immediately after removal from the containers. Containers shall not be opened prior to placing the plants in the planting area. � d. Set plants in pits at level shown on the details. e. Set plants plumb and rigidly braced in position until planting mixture has been tamped solidly around plant ball. � f. Thoroughly settle plant by watering and tamping planting mixture. g. Thoroughly water trees. 2. Balled Plants: �� Pecan Valley "R.iver" Golf Course � -10- L�1 Tree & Landscape Planting - Section 1200 I.r a. Place in pit on planting mixture that has been hand-tamped prior to placing plant. b. Place with burlap intact so location of ground line at top of plant ball is same as at nursery. c. Remove binding at top of ball and lay top of burlap back 6 inches. d. Do not pull wrapping from under ball. e. Do not plant if ball is cracked or broken before or during planting process � or if stem is loose. f. Backfill with planting mixture. 3. Container-Grown Plants: a. Cut cans on two sides with an acceptable can cutter. �� b. Do not injure root ball. � c. Carefully remove plants without injury or damage to root balls. d. After removing plant, superficially cut edge roots with knife on three � sides. e. Place in pit on planting mixture that has been hand-tamped prior to r, placing plant. f. Backfill with planting mixture. 4. Prunin�: — a. Prune minimum necessary to remove injured twigs and branches, � deadwood, and suckers. b. Do not prune evergreens, except to remove injured branches. c. Pruning shall not exceed 1/3 branching structure. � d. Make cuts flush leaving no studs. e. Paint cuts over 3/4-inch diameter with approved tree-wound paint. � 5. Waterin�: � a. Water as required when soil moisture is below optimum level for best � plant growth. b. Coordinate watering with Owner and recommend watering schedule for areas to be watered with landscape irrigation system. (P) Clean- up: l. After all planting operations have been completed, remove all trash, excess soil, r� empty plant containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less frequently than each Friday before leaving the � Pecan Valley "River" Golf Course � -11- � Tree & Landscape Planting — Section 1200 ..., � site, once a week, and/or the last working day of each week. All trash shall be removed completely from the site. � 2. The Contractor shall leave the site area broom-clean and shall wash down all paved areas within the contract area, leaving the premises in a clean condition. � All walks shall be left in a clean and safe condition. ' End of Section � � ' � , ' , � 1 ' � Pecan Valley "River" Golf Course � -12- � , � e 0 ' 'I LJ i l__J E�HIBIT �� A'� � BROOKS !btETER BOXW/COVER I � OP. AN AP��OVED EQU.U.. � ' 6'X6' SQU�F2E CO�iCRETE FaF�� CL�YTON HODE:. 12� i 3C00 PSI CONCRETE. G' THICK j FLCAT VALVE OR ; AFPROVED EQUAL 6"X6" N0 6 WELDEI�—� � / /— g" DISCHe1RGE :.;NE wIRE �fESH ' �� '� � � i TH[S DIS':ANCE MUST CLEAR ' . � / � / EDGE OF RE�ERVOIR I = s i.. �------',--'�-�_�'- ' I � i �c % i� i i`T; 7' ,�; � i\�� / I rMINIMUM FLOCD CLEAF_,a.VC: FLOW _�; � I I i I -� � -�. :j ~ �---�— � �NTAINED i�.4:'ER LE� �, FEED LINE—' �� I -- � �� '� �--- ,i�' �_ —�, � ,� f�� CONC. HLK. OR BRICK �/ � -� �_- SUPPOR'T � � � �� v � RESE?VOIR `L•1hE—UP wqTE3 1 i CO:VTROL V.qI,VE � / �_ � I I � . ' � 6" XASH%D PE.� GR�«_. � � �— _� '" i 1C" 3DR 35 ?VC � y � / �� __ ' — i i ,\�r�11..I, FILTE3 SC3EEV — i�� .—,— I I "a END OF 10" ?VC PIPE ��.... ,;�.,:�....�c..::�,:.,. R.��ERVOIR �iV�TEl� FIL� COl�TROL DETAIL ' 1 � ' � �,'.T.ti. %/ %'!i ,I, � IRRIGAPON �ESIGN• WAiER MANAGEMENi S�RNCCi I I , � , � ' , 1 1 � APPENDIX � �� i i C�� C�� i To GOLF COURSE TECHINCAL SPECIFICATIONS [ J'� i� �' SECTION 3000 - Pond Liner SPECIFICATTONS FOR VERY F7.EXIBLE POLYETHYLENE (VFPE) GEOMEMBRANE 1.0 SUMMARY - This section includes specifications and guidelines for manufacturing and installing geomembrane. 2.0 REFERENCES Note: Test equipment and procedures are used which enabie effective and economical confirmation that �, the product will conform to specifications based on the noted procedures. Some test procedures have been modified for application to geosynthetics. All procedures and values are subject to change without F'" prior notification. 2.1 American Society for Testing and Materials (ASTIv� � � � � :.,; 3.0 r� � � � 2.1.1 2.1.2 2.1.3 2.1.4 2.1.5 2.1.6 2.1.7 2.1.8 2.1.9 2.1.10 2.1.11 D 638 Standard Test Method for Tensile Properties of Plastics D 792 Standard Test Method for Specific Gravity and Density of Plastics by Displacement D 1004 Test Method for Initial Tear Resistance of Plastic Film and Sheeting D 1204 Test Method for Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated Temperature D 1238 Standard Test Method for F1ow Rates of Thermoplastics by Extrusion Plastometer D 1505 Test Method for Density of Plastics by the Density-Gradient Technique D 1593 Specification for Nonrigid Vinyl Chloride Plastic Sheeting D 1603 Test Method for Carbon Black in Olefin Plastics D 1693 Test Method for Environmental Suess-Cracking of Ethylene Plastics D 3015 Standard Prac[ice for Microscopical Examination of Pigment Dispersion in Plastic Compounds D 4437 Practice for Determining Integrity of Field Seams Used in Joining Fleaible Polymeric Sheet Geomembranes 2.2 Federal Test Method Standards - 101 Puncture Resistance 2.3 NSF International - Standard 54 Flexible Membrane Liners DEFINITIONS 3.1 3.2 3.3 3.4 3.5 Lot: A quantity of resin (usually the capacity of one rail car) used in the manufacture of polyethylene geomembrane rolls. The finished roll a�ill be identified by a roll number traceable to the resin Lot used. Construction Quality Assurance Consultant: Party, independent from Manufacturer and Installer, that is responsible for observing and documenting activities related to quality assurance during the lining system construc[ion. Engineer: The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications. Geomembrane Manufacturer: The party responsible for manufacturing the geomembrane rolls. Geosynthetic Quality Assurance Laboratory (Testing Laboratory): Party, independent from the Owner, Manufacturer, and Installer, responsible for conducting laboratory tests on samples of � 1 TC 005 R/04/21/97 � � geosynthetics obtained at the site or during manufacturing usually under the direction of the Owner. 3.6 Installer: The parry responsible for field handling, transporting, storing, deploying, seaming, seam testing. 3.7 Panel: The unit azea of geomembrane that will be seamed in the field. A panel is identified as a roll or portion of a roll that is larger than 100 square feet. � 3.8 Subgrade Surface: The soil layer surface which immediately underlies the geosynthetic material(s). 4.0 SUBMITTALS POST-AWARD 4.1 Conform to pertinent provisions of Specification �; 4.2 Furnish the following product data, in writing, to the Engineer prior to installation of the geomembrane material. � 4.2.1 Certify that geomembrane manufacturer is listed by NSF International. 4.2.2 Resin Data shall include the following. � • Certification stating that the resin meets the specification requirements (see Section 9.2) • Certification stati.ng all resin is from the same Manufacturer (see Section 9.2) � • Copy of Quality Assurance/Quality Control certificates issued by Geomembrane Manufacturer and resin supplier shall be submitted � 42.3 Geomembrane Roll R'" • Certification stating that the resin meets the specification requirements (see Section 9.2) • Statement certifying no reclaimed polymer is added to resin (product run may be recycled - see Section 92) • Copy of quality assurance certificates issued by Geomembrane Manufacturer shall be furnished (See Section 9.2) 4.2.4 Extrudate resins and/or rod shall be certified that all extrudate is from one Manufacturer, is the same resin type, and was obtained from the same resin supplier as the resin used to manufacture the geomembrane rolls. � 4.3 Furnish the following information to the Engineer and Owner prior to installation 4.3.1 Installation layout drawings-Submit drawings showing proposed panel layout �} including field seams and details. These drawings shall be approved prior to i�►stalling �1,!. the geomembrane. This approval will be for concept only and actual panel placement �` will be determined by site conditions. � 432 Installer's geosynthetic Field Installation Quality Assurance Plan 4.4 Submittals on a da.ily basis during installation � 4.4.1 Subgrade Acceptance Forms 2 TC 005 R/04/21/97 � L� 4.4.2 All QC Documentation and Field Testing Results (Destructive & Non-Destructi�e � Test Results) 4.5 Submit the following to the Engineer upon completion of installation � 4.5.1 Certificate stating the geomembrane has been installed in accordance with the Contract Documents 4.5.2 Material and installation warranties 4.5.3 As-built drawings showing actual Geomembrane panel placement and seam�s F"' including typical anchor trench y 5.0 QUALITY ASSURANCE .. �, 5.1 The Owner will engage and pay for the services of a Geosynthetic Quality Assurance �"� Consultant and Laboratory to monitor geomembrane installation. 6.0 QUALIFICATIONS 6.1 Geomembrane Manufacturer � 6.1.1 Geomembrane shall be manufactured by one of the following manufacturer's (or approved equal). ` • GSE Lining Technology, Inc. 6.1.2 The manufacturer shall have manufactured a minimum of 10,000,000 square feet of �' HDPE geomembrane during the last year. 62. Installer I"� 6.2.1 Installation shall be performed by one of the following installation companies (or approved equal). • GSE Lining Technology, Inc. ""' • GSE authorized dealer installers + � 6.2.2 The Installer shall have installed a minimum of 392,000 square feet of �IDPE geomembrane during the last 3 years. 6.2.3 The Installer shall have worked in a similar capacity on at least 3 projects similar in �, complexity to the project described in the contract docuinents, and with at least 392,000 square feet of �IDPE geomembrane installation on each project. � 6.2.4 The Installation Supervisor shall have worked in a similar capacity on projects similaz in size and complexity to the project described in the Contract Dociunents. �" 6.2.5 The Master Welder shall have completed a minimum of 1,000,000 square feet of geomembrane seaming work using the type of seanung apparatus proposed for use on this Project. � ` 3 TC 005 R/04/21/97 ! � � P•, �' 7.0 MATERIAL LABELING, DELIVERY, STORAGE AND HANDLING � 7.1. Labeling - Each roll of geomembrane delivered to the site shall be labeled by the manufacturer. The label shall clearly state the manufacturer's name, product identification, thickness, lengtl�, width and roll number. The label shall be found on either of the endcaps, an inside edge of the core, and outside the core. � 7.2. Delive The rolls of liner shall be acka ed and shi d b a ro riate means to revent rY - P g PPe Y PP P P damage to the material and to facilitate off-loading. C73 Storage - The on-side storage location for geomembrane material should be level, smooth, elevated and dry (not wooden pallets). The storage place should be protected from theft and � vandalism, and should be adjacent to the area to be lined. The Contractor shall pro�zde a suitable storage site which will protect the geomembrane from punctures, abrasions, excessive moisture and dirt. � 7.4 Handling - The materials are to be handled so as to prevent damage. Instructions for mo�ring geomembrane rolls shall be provided by the Manufacturer upon request. � 8.0 WA�RRANTY 8.1 The material shall be warranted, on a pro-rata basis against manufacturer's defects for a period �'" of 5 years from the date of geomembrane completion. 8.2 The installation shall be warranted against defects in workmanship for a period of 1 year from the date of geomembrane installation. 9.0 GEOMEMBRANE � 9.1 The material shall be smooth/textured polyethylene geomembrane as shown on the drawings. [all 9.2 Resin 9.2.1 Resin shall be new, first quality, compounded and manufacturcd specifically for producing geomembrane. 9.2.2 Do not intermix resin types. 92.3 Natural resin (without carbon black) shall meet the following additional requirements. Property Test Method' VFPE Resin Density (g/cm') ASTM D 792 (B) or D 1505 0.915-0.920 OTT (minutes) ASTM D 3895 (1 aun, 200 °C) >100 ' All procedures and values aze subject to change without prior notificatioa 9.3 Geomembrane Rolls � 93.1 Do not exceed a combined maximum total of 1 percent by weight of additives other than carbon black. r^ 9.3.2 Geomembrane shall be free of holes, pinholes, bubbles. blisters, excessive contamination by foreign matter, and nicks and cuts on roll edges. � 4 TC 00� R/04/21/97 � � � 9.33 Geomembrane material is to be supplied in roll form. Each roll is to be identified with labels indicating both number, thickness, length, width and Manufacturer. � 93.4 All liner sheets produced at the factory shall be inspected prior to shipment for compliance with the physical appearance requirements listed in previous section and � be tested by an acceptable method of inspecting for pinholes. If pinholes are located, identified and indicated during manufactuiing, these pinholes may be corrected during installation. 9.4 Smooth surfaced geomembrane shall meet the minimum requiremenis shown in Table 1.1. 9.5 Texhued surfaced geomembrane shall meet the minimum requirements shown in Table 1.2. 9.6 Extrudate Rod or Bead � 9.6.1 Extrudate material shall be made from same type resin as the geomembrane. 9.6.2 Additives shall be thoroughly dispersed. � 9.6.3 Sl�all be free of contamination by moisture or foreign matter. 10.0 EQUIPMENT 10.1 Welding equipment and accessories shall meet the following requiremenLs. 10.1.1 Gauges showing temperatures in apparatus (extrusion welder) or wedge (wedge welder) shall be present. 10.1.2 An adequate number of welding apparaUi shall be available to avoid delaying work. � 10.1.3 Power source capable of providing constant voltage under combined line load shall be used. 0 11.0 DEPLOYMENT 11.1 Assign each panel a simple and logical identifying code. The coding system shall be subject to approval and shall be determined at the job site. � 11.2 Visually inspect the geomembrane during deployment for imperfections and mark faulty or � suspect areas. 11.3 Deployment of the geomembrane panels shall conform to the following requirements. � 11.3.1 Unroll geomembrane panels using methods that will not damage geomembrane and will protect underlying surface from damage (i.e., spreader baz - protected equipment � bucket). � 11.3.2 Place ballast (commonly sandbags) on geomembrane which will not damage geomembrane to prevent wind uplift. � 11.3.3 Personnel walking on geomembrane shall not engage in activities or wear shoes that could damage the geomembrane. Smoldng will not be permitted on the geomembrane. � 5 TC 005 R/04/21/97 � � � 11.3.4 Do not allow heavy vehicular traffic directly on geomembrane. Rubber-tired ATV's and trucks are acceptable if wheel contact is less than 6 psi. �I 11.3.5 Protect geomembrane in areas of heavy traffic by placing protective cover over the geomembrane. �, 11.4 Sufficient material (slack) shall be provided to allow for geomembrane expansion and contraction. 12.0 FIELD SEAMING 12.1 Seams shall meet the following requirements. 12.1.1 To the maximum extent possible, orient seams parallel to line of slope, i.e., down and not across slope. 12.1.2 Minimize number of field seams in comers, odd-shaped geometric locations and outside comers. � 12.13 Slope seams (panels) shall extend a minimum of five-feet beyond the grade break into the flat area. �'" 12.1.4 Use a sequential seam numbering system compatible with panel numbering system ,, that is agreeable to the Consultant and Installer. --� 12.2 During Welding Operations � 12.2.1 Provide at least one Master Welder who shall provide direct supervision over other welders if necessary. �12.3 Extrusion Welding ' 12.3.1 Hot-air bond adjacent pieces together using procedures that do not damage a geomembrane. 12.32 Purge welding apparatus of heat-degraded extrudate before welding. �"' 12.3.3 Clean geomembrane surfaces by disc grinder or equivalent. � 12.4 Hot Wedge Welding 12.4.1 Welding apparatus shall be a self-propelled device equipped with an electronic � controller (same as Section 9.2) which displays applicable temperatures. 12.4.2 Protect against moisture build-up between sheets. 12.4.3 Clean seam area of dust, mud, moisture and debris immediately ahead of the hot wedge welder. � 12.5 Trial Welds 12.5.1 Perform trial welds on geomembrane samples to verify welding equipment is operating properly. � 6 TC 005 R/04/21/97 � � � 12.5.2 No welding equipment or welder shall be allowed to perform production welds until equipment and welders have successfully completed trial weld. �„� 12.5.3 Minimum of two trial welds per day, per welding apparatus, one made prior to the start of work and one completed at mid shift. 12.5.4 Make trial welds under the same surface and environmental conditions as the production welds, i.e., in contact with subgrade and similar ambient temperature. r 12.5.5 Cut four, one-inch wide by six-inch long test strips from the trial weld. Quantitatively f�� test specimens for peel adhesion, and then for bonded seam strength (sheaz). r'" 12.5.6 A trial weld specimen shall pass when the results shown in Table 3 aze achieved in both peel and shear test. • The break, when peel testing, occurs in the liner material itself, not through peel separation (FI'B) • The break is ductile � 12.5.7 Repeat the trial weld, in its entirety, when any of the trial weld samples fail in either peel or shear. i" 12.6 Seaming shall not proceed when ambient air temperature or adverse weather conditions , jeopardize the integrity of the liner installation. Installer shall demonstrate that acceptable seaining can be performed by completing acceptable trial welds. �.. 12.7 Defects and Repairs 12.7.1 Examine all seams and non-seam areas of the geomembrane for defects, holes, blisier, undispersed raw materials, and any sign of contamination by foreign matter. 12.7.2 Repair and non-destructively test each suspect location in both seam and non-seam areas. Do not cover geomembrane at locations which have been repaired until test results with passing values are available. 13.0 FIELD QUALITY ASSURANCE � 13.1 General - The Manufachuer, Fabricator and Installer shall participate in and conform with all � terms and requirements of the Owner's quality assurance program. The Conuactor shall be responsible for assuring this participation. Quality assurance requirements are as specified in � this Section and in the Field Installation Quality Assurance Manual if it is included in the contract. � 13.2 Field Testing � 13.2.1 Non-destructively test all field seams over their full length using a vacuum test unit, air pressure (for double fusion seams only), or other approved methods. Non- destructive testing may be carried out as the seaming progresses or at completion of � all field seaming. 13.2.2 Vacuum Testing: � • The equipment shall consist of the following: 1) A vacuum box assembly consisting of a rigid housing, a transparent viewing window, a soft gasket attached to the 7 TC 005 R/04/21/97 � � � � bottom, or valve assembly, and a vacuum gauge, 2) A vacuum pump assembly, and 3) A soapy solution. • Test Procedure is performed as follows: 1) Apply soapy solution to tlie seam. 2) Place vacuum box over the entire wetted seam area, 3) Ensure that a leak-tight seal is created, 4) Apply a vacuum of at least 5 psig, 5) Examine the geomembrane through the viewing window for the presence of soap bubbles for not fewer than ten seconds, and 6) All areas where soap bubbles appear shall be marked and repaired. 13.2.3 Air Pressure Testing (for double seam air channel) � � �,+ � � • The equipment shall consist of the following: 1) An air pump or tank equipped with pressure gauge capable of generating and sustaining pressure over 30 psi, 2) A sharp, hollow needle, or other approved pressure feed device equipped with a pressure gauge, and 3) A hot air gun or other device to seal the ends of the air channel. • Test Procedure is performed as follows: i) Seal both ends of seam to be tested, insert air needle into the air channel, and pressurize to at least 25 psi, 2) If pressure loss exceeds 4 psi or does not stabilize after 5 minutes, locate faulty azea and repair, 3) Puncture opposite end of seam to release air. If blockage is present, locate and test seam on both sides of blockage. A pressure gauge at both ends of the seam will also be acceptable, and 4) Remove needle or other approved pressure feed device and seal penetration holes by extrusion welding. 13.2.4 Destructive Testing (performed by Consultant with assistance from Installer) � � � � • Location and Frequency of Testing: 1) Collect destructive test samples at a frequency of one every 500 feet of seamed length and 2) Test locations will be determined after seaming. • Sampling Procedures are performed as follo�vs: 1) Installer shall cut samples at locations designated by the Consultant as the seaming progresses in order to obtain laboratory test results before the geomembrane is covered, and 2) Consultant will number each sample and mark sample number and location on the installation layout drawing. • Installer shall repair all holes in the geomembrane resulting from destructive sampling. Repair and test the continuity of the repair in accordance with these Specifications. � Samples shall be twelve (12) inches wide by minimal length with the seam centered lengthwise. Cut a 2-inch wide strip from each end of the sample for field testing. Cut the remaining sample into two parts for distribution as follows: 1) One portion for the Installer: 12 inches by 12 inches, 2) One portion for Owner's Third Party laboratory testing: 12 inches by 18 inches (maximum), and 3) Additional Samples may be obtained if required. • Testing: 1) Test the 10 suips specified in above paragraph in peel (5 each) and shear (5 each), 2) Test strips shall meet minimum peel and shear value requirements, 3) If any field test sample fails, follow procedures outlined in Section 13.3 below, and 4) For doubie wedge seam samples, the outside (top) weld is considered to be the primary weld and shall be the weld tested. 13 3 Failed Seam Procedures 13.3.1 The following procedure shall be used when there is a destructive test failure. � The Installer shall follow one of two options: 1) Reconstruct the seam between any two passed test locations or Z) Trace tlie weld to an intermediate location at least 10 8 TC 005 R/0=l/21/97 a � IJ feet minimum or to where seam ends, in both directions from the location of the failed test. Check next seam welded using same welding device if required to obtain additional sample, i.e., if one side of the seam is fewer than 10 feet long. • Obtain four, one-inch samples at both locations for an additional field test. • If the samples pass, then the seam shall be reconstructed or capped between the test sample locations. • If any sample fails, the process shall be repeated to establish the zone in which the seam shall be reconstructed. 13.4 Acceptable seams shall be bounded by two locations from which samples have passed destructive tests. �"' 14.0 REPAIR PROCEDURES 14.1 Remove damaged geomembrane and replace with acceptable geomembrane materials if damage cannot be satisfactorily repaired. �"'' 14.2 Repair any portion of unsatisfactory geomembrane or seam azea failing a destructive or non- destructive test. Installer shall be responsible for repair of damaged or defective areas. � Agreement upon the appropriate repair method shall be decided between the Consultant and the Installer. Procedures available include the following. �" 14.2.1 Patching - Used to repair large holes, tears, undispersed raw materials, and contamination by foreign matter 14.2.2 Abrading and Re-welding - Used to repair small seam sections 14.2.3 Spot Welding - Used to repair pinholes or other minor, localized flaws or where geomembrane thickness has been reduced 14.2.4 Capping - Used to repair large lengths of failed seams �*; 14.2.5 Flap Welding - Used to extrusion weld the flap (excess outer portion) of a fusion weld in lieu of a full cap 14.2.6 Removing the unacceptable seam and replace with new material 14.3 In addition, the following procedures shall be observed. � 14.3.1 Surfaces of the polyethylene which are to be repaired by extrusion welds shall be � lightly abraded to assure cleanliness. 14.3.2 All geomembrane surfaces shall be clean and dry at the time of repair. 14.3.3 Ea�tend patches or caps at least 6 inches for extrusion weld and 4 inches for wedge weld beyond the edge of the defect, and round all corners of patch material. � 14.4 Repair Verification � 14.4.1 Number and log each patch repair (performed by Consultant) 14.4.2 Non-destructively test each repair using methods specified in this Specification 4 9 TC 005 R/04/21/97 � 0 15.0 MEASUREMENT AND PAYMENT Payment for geomembrane installation will be as per contract unit price per square foot, as measured parallel to liner surface, including designed anchor trench material and is based upon net lined area. Net lined area is defined to be the true area of all surfaces to be lined plus designed burial in all anchor trenches, rubsheets, and sacrificial layers. Prices shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals. Prices also include doing all the work involved in performing geomembrane installation completely as shown on the drawing, as specified herein, and as directed by the Engineer. � 16.0 Materials (1) Lake Liner 30 Mill as specified in table 1.1, manufactured by: GSE Lining Technology, Inc. 19103 Gundle Road Houston, Texas 77073 800-435-2008 Fax 281-443-8564 Or approved equal. Installed by: Manhattan Environmental, Inc. 5601 S. 122"d East Ave. Tulsa, Oklahoma 74146 918-583-6900 Fax 918-582-1025 Or approved equal l0 TC 005 R/04/21/97 Table 1.1: Minimum Values for Smooth VFPE Geomembranes � Propert,y Test Method 30 40 60 80 100 Minimum Thickness [mil] ASTM D 751, 27 36 54 72 90 D 1593 or D 5199 Density [g/cm3] ASTM D 792 (B) 0.920 0.920 0.920 0.920 0.920 or D 1505 � Carbon Black Content [%] ASTM D 1603, modified 2.0 Carbon Black Dispersion ASTM D 3015 A2 � Tensile Properties: ASTM D 638 � (each direction) Type IV, 2 ipm NSF 54 modified � � R` � � 2.0 2.0 2.0 2.0 A2 A2 A2 A2 Strength at Break [lb/in] 122 160 243 324 405 Elongation at Break [%] (2.5" gauge length) 780 800 800 800 800 Tear Resistance [lb] ASTM D 1004 18 24 36 48 60 Puncture Resistance [lb] FI'MS 101, Method 2065 40 55 80 110 135 �SCR [hours] ASTM D 1693 (B) 1500 1500 1500 1500 1500 Dimensional Stability [% change] ASTM D 1204 ± 2 ± 2 ± 2 ± 2 ± 2 (1 hr. at 100 °C) , or D 1505 Carbon Black Content [%] ASTM D 1603, mod.ified 2.0 2.0 2.0 2.0 Carbon Black Dispersion ASTM D 3015 A2 A2 A2 A2 Tensile Properties: ASTM D 638 (each direciion) Type N, 2 ipm NSF 54 modified Table 1.2: Minimum Values for FrictionFlez� Textured VFPE Geomembranes Propertv � Test Method � 30 � 40 60 � 80 100 Minimum Thickness [mil] ASTM D 751, D 1593, 27 36 54 72 90 D 5199 or GRI GM8 Density [g/cm3] ASTM D 792 (B) 0.920 0.920 0.920 0.920 0.920 2.0 A2 Strength at Break [lb/in] 113 150 243 324 405 Elongation at Break [%] (2.5" gauge length) 500 500 600 800 800 Tear Resistance [lb] ASTM D 1004 18 24 36 48 60 Puncture Resistance [lb] FI'MS 101, Method 2065 40 55 80 110 135 ESCR [hours] ASTM D 1693 (B) 1500 1500 1500 1500 1500 Dimensional Stability [% change] ASTM D 1204 ± 2 ± 2 t 2 t 2 t 2 (1 hr. at 100 °C) � 11 TC 005 R/04/21/97 � ' � � � � 1 �� f � [� i � Table 2.1: Minimum Weld Values for Smooth VF'PE Geomembranes Property Test Method 30 40 60 80 Peel strength (fusion & ext.), ppi ASTM D 4437 36 48 72 96 Shear strength (fusion & ext.), ppi ASTM D 4437 40 56 84 112 Table 2.2: Minimum Weld Values for FrictionFlea� Teatured VFPE Geomembranes � Property Test Method 30 40 60 80 � IPeel strength (fusion), ppi ASTM D 4437 36 40 72 96 Shear strength (fusion & ext.), ppi ASTM D 4437 40 56 84 112 12 TC 005 R/04/21/97 � � r� r � � � � � � � r� � � � r r �r � � e 4" FUSIOi�t WELDED rl_t1��.� _ DOUBLE W�DGE S��M _ e FILLET EXTRUSION BEAD L INERS � ILLET EXTRU510N SE�hM �#�� XT��1�1� ��I�l� N.T.S �b� ►,�.Nn�.�.. �n��. Ip W. 3TH 9T., 9UrtL OIO 7L1.'.i� dG 1�06i]DE [11D) S03-TO'tA rAX(�b)9E2-ID73 ��.� ��, �� - . � �r _ . . � �rr E - -� _ �. _ ��_ _�� . � �.�t.� .� �... i� s/4• DTANLC� lTGi p,y�y � FiOVM Or rR OR'IN. H�fi 000� 9LQV! GCT1l11310N YlLD IJ.L I�RGI►O � � H.DmLtl4ERA!! L�Et s i��.�i��i\��i�� \��/��/�\}��/�\��/\�%��%��/�\�i L.— nea,� xes��ve ar or►a�► 6' PF'E J � �— PPE �— BUT'fL G�ULK f— L6�ER STAMLE55 ST�1 BI►NDM6 D�TAIL: MOUTH OF PIPE � � � ( � � � � � � � � � � � I � N.T.S wv.u►rr�w e�rRoa�e�rK. Hc. n� r� sr►� sr., eur2 an 71LSI., OK Y�OD-4� Mb) 903-YO'70 �NC (mJ 902-10?3 �� .� I��, �nµ.m.� a�,z ae,,N.�s�o�i � � � �w � � +■�� , _� . _, �.--t_:��__T�.�.._.�� r_-� r � r EXCAVATION AND BACKFILL OF TRENCH BY OTHERS NOTE: ANCHOR TRENCH TO BE CUT 2' DEEP & 1' WIDE MINIMUM --- 3' TYPICAL �-- I FLEXIBLE MEMBRANE LINER �. � � � //�\//��I �j �j �j �\�� \��\��\��\� � //� //� //� //� //� //� �j\��\��\� \��j\��\��\� '�/�/ /��/�/ /�\/��j/ � �\ �\ � TYPICAL ANCHOR TRENCH DETAIL SCALE:NTS MANHATTAN JOB p: DET-0002 MANHATTAN ENVIRONMENTAL, INC. 111 W. STH ST., SUfTE 900 TULSA, OK 74103-4238 (818)582-7078 FAX (918)582-1025 DRAWN BV: CS APPROVED BY: LE DATE: 7JB8 DRAWING NO.: i � � � bl•'�1-•9;1 THC' 17: �0 F.�.l' �16 �16 111� I'i�RIt BRIDGE C'C��:'EPTS �^� �� , �RIDGE �ONCEPTS "sM The Professional Bridge Company Mr. Bryce Davis Forefront Golf 4101 Green Oaks Blvd. Arlington, Texas 76016 PH: 817-483-7411 FX: 817-483-7620 Dear Mr. Davis, January 21, 1999 YBC No. 99026 [� oo: � Qn January 14, 1999, you requested budget pricing for the turnkey construction of timber bridges for pedestrian and light maintenan.r,e vehicle tra�c, for the Pecan Valley Golf Club in Ft. Worth, Texas, i have prepared a budg�t price based on the following criteria: � •(1 6ridge) 10' wide x 50' long x 6' high, 5 Ton GVW capacity, timber bridge with 3"x8" deckboards, and a curb system �vith 4"x6" curbing on 4"x6" blocks every 5'-0". The bridge will be constructed on timber pilings spaced on 10'-0" centers, and have a slight camber to profile • (2) - 3' high x 18' long heavy timber abutments. • (1 Bridge) 6' wide x 25' long x 6' high, pedestrian pile supported, timber bridg� with 3"x$" deckboards, and a curb system with 3"x6" curbing on 3"x6" blocks every 6'-o". The bridge will be constructed on timber pilings spaced on 12'-0" centers, and have a slight camber to profiie • (2} - 3' high x 14' long heavy timber abutments. • The design includes the use of .40 CCA pressure-treated, no. 2 grade, southern yellow pine, which meets, or exceeds ali application guidelines as specified by the American Waod Preservers Association (AWPA). 7he bridge will be constructed utilizing a timber pile foundation system (.60 CCA treated). � Price does not inClude any permitting, testing or sampling as required by state or local agenCies. • Price is based on non-union labor. Budgetary price for on-site construction of the bridge is as follows� Brid4e : 50 A�ZSd.xpC1�L1� � (Z) Ped PS � 25 Abutm n�ts.: (2) �" � � linear feet @ abutments @ linear fe�t @ abutments @ per I�near foot each per linear foot each 7otal budgetary price to mobilize and construct the above mentioned items. _ The above detailed bridge wou(d require approximately 5 to construct. Upon request, l will proceed to develop a detailed proposal for your project's bidding. Remember this is only budget pricing. Please call if you have any questions. Sincerely, Norm Bourque, Regional Manager York Bridge Co�cepts - 1419 W. Waters Ave�ue, Suite116, Tampa, Florida 33604 PH: 813-933-1304 FX: 813-932-6486 L� �`t,�� p F{4 ,' , �� i o o — i ��'+�l � '/jJ 'i��1/ru�r� �� ' r�,1 . � �� .;,� �- � �� ' ��`l� ��-`� � .,.`..�,I,:.. ,� �:, f�J� :aL� �;��:� '�.1 `��..� c? . i � � �-- -==. i �'w''� .. �`°'�',1iC's'.��°.14 ci�',��. F�r?r`�..�..�r3 v dc��i..� ��,�1,'�;�'% GENER�4L SPECIFICATIC7NS �-, � � iw. � , CONS7RUCT(QN REQUIREMFNTS: 1. Bridge contracfor shall perform all work from the ground level (or the weflands floor) within the path of the bridge. Ali foot traffic will be contained within six feet from bridge path. 2, Where required by site conditions, owner, or environmental agEncies, contractor will perform all work from deck level. All foot traffic �vili be contained within six feet from bridge path. 3. Bridge contractor shali completel remove all scrap, debris and unused material from each site and hauf to a central locatior� on t}�site as speci�ed by the general contractor or owner. 4. Owner is responsible for Ea'p�ti 5. Owner or general contractor� before and after construction to 6. Owner or general contractor is to work, for ail bridges and/or walls. limiting signs and/or barriers at each end of each bridge. i inspect and sign off for each bridge and/or wall site both ualit�ssurance. elevations and center(ines before commencement of 7. Own�r or generaf contraCtor is to provide acl�at�'a equipmenf. � / 8. Site preparation for the construction of all bridge/w'� work commencement of bridge/wail work. Ai1 site preparation� responsibility of the general contractor or owner. 9. Bridge confractor is not responsible for any permitting or any charges as required by state or local agencies. fhe site for construction materials and �e substantially completed prior to Iling ar�d finish grading is the ts, fees, taxes or other 10. Bridge and/or �valf construction does not inciude any irrigaiion or waterline tivork, electrical-related work, concrete work, or any type of wood finishing or treatment, unless specified by the bridge confractor. 11. Qridge and/or �vall construction �vill not be delayed or hindered by the o�vner, general contractor, other sub-contracfors, v�rithout advance and sufficient notice. Bridge contractor �vill not be held responsible or liable for work stoppage due to inclimate weather or natural disasTers. 12. Owner shall procure necessary inforrnation about the site and soil conditions. Soil tests shall be procured by the ownEr. 1�. Dridgc controotor ic to provido to thc arrF�i{c_+r.t hic r.mm�anv's work history showing a minimum of five years experience of bridge and bulkhead construction and wetlands instaflations. � L� � � � � � �' � ,----�.. - �- C--• C �. - \�_ VIEV�,' A--k ALTE�h'AT� CO'�FIGU�Ai!Ot� 3"X12" �P?ED STRIfv�E�S seE v��ti�r A-a, 2"x12" a�ocK��;c -� ��_o�� _ �. � .� � a �. � o lo "'��---�-� ` -- f�-- HD GA�V. CLIPS �`� . � �� ` 3"X8" DECKING - ��) �--- -�_ � �.. �` o _� ` o � � �� c"X6'� BLOC� % i `��—f w`� 5l�,, h0 � GALVA.N; Z t � , � /J � CA�RRIAGE B0;.75 � �� .._ yRIDG� ?ILINGS : � % 9'" BUT�T PIL',hGS, .6v CCA / �� ON � 0'-0" ( �'; CEtvTERS J„xt2„ 8`A�� _� � � A6UTM�y� FI�I`GS : �� 8" BUTT F:LI��GS, .60 CCA 3��x8�� A9UTtiiE:�T� CaP •--�� w� 3�4" NOT D�PP�D ��\ � GALVA�!ZE� HEX B0�_! S �1=-- ` -...., {C �' ;'� y ------�`�I .ti - - _J � �� nC i E: �-- ; I� i ER FA6R�C UNLESS OTH� RW!S� �'�OT�D, ALL — 36" N'GW HC�IZQNTAL 4,aUTti��NT �U�iB�R IS -� 8E SOU1'�-;F_RN YrLLCW Cc;ti54S1'�NG Or (3) 3"x12°xl4' LON"v �lb'�E2S �I�E, '�'J�IBER 2 �R.4CE, .4� CCA � �a. �. . �_. 1;1.•; 1^. ... . �'l:i ' " JI'. . . .. �t'i: ..��_ �,C _-': _ 'f. .. � _ ;:��. .. _ ... .:y ., ., �•.. '�' fiF .e:�...�J_.�i _ .... v ill'J .:(Ll'SE :;ir_- . . . r-l:•�:::�: r,�y , �:. -.,. L . .. ��;.,_ :;� :r.� n.< -n:ssic . :': f', 'f ': � �" i': �y': . . . . . . "' '� I�TS ` CO NO � S:AI.E CRaMlIVG . -' c'�- . „OE YO�K `,,'- 5�22/96 r.0 .�VC.. �1. . C':•;� . IJ -w r�i 1;jr5�.:r.�T�^_•f � «,.: � �� .� ,...r�_ �---� U� x' e,, L"Li �� ,.. i � � �:-_ o o �-._.-...._.. . , . � � �ODC�� C�OC`�7C�C�� , — o � _� ._..,.: . �. ....— 1 �'lan Vi�tiv B' 16ide, 5 Ton Bz•id�e w/ Horiz. Abutrnerit 5Tl8PH ��V��-�. �' � � � � � � � � 3"x 1 L�� STRiP;GcRS 8'-0' — � 3"x�" ��CK!r�G —, I 1, ; � � � � � f--:� --- � , -_ `� ; � ,, `� =� �'�; � 2"xi2" � J � ��.! BLOCKING —�� ' ' .I�, � I I \ � � � o -- � �--� 9" 8UT? Pli_E, .6�� CCA 0�J 1 J'-0" ( ± ) C��TERS �, ; �, � ,. ,' 1 5/�° �o cA��;A�:z�� I CARRiAGE B��TS ' � �i 4"XD �URB ---� � 'f � A`D aLOCI< �� I � ' ,, '� fi � , _ , _ �, . � ,, , � � ,`,,'. `` , ;,, �,, : , ; ,- �� j I � �; ' I O I � � �� i HD GAL N D ?/4�� HEX ?OL+S 1 NURR�G4!�� HOT D�:PP�D GALV. � 1— 3"x12" �EP�-15 NdiE : JN�ESS 0'HE��VisE n��ED, A�L � �UMBE? TO 8E SOU�H�� YCILCW ?irvt, \U�4BER 2 GR4D�, .40 CCA �' �` � -�._�: ;:i,:, �, :- 'r_....r-��> .. :' s_-.�'.:�., .'e .-._ �.': ,, :Ci�i :)' : � ti':'n :1•`� "= ...� :�.r.: ... ."e f �� . . . . �c '�:�:�;::•...'v A" _er_? _. �^y �J.'G��. .:, . .�p., . .-� n„ T - =-�•r:r, •a:tr=�l .. 't�^ c,cr�.i,�.rr` . _ .� Y��'r. ... :y� ..�'i:r..f::... "'` P� NTS I DC NOT SCA�E CRAWIuG . ' , , JOE :'OR�C �.... • 6/1/94 , _ _ ,,. _ - _ . µ' �t'=.r lJ(: Y.'.,''t: ,.,. ��: Nor� : X-8?ACIN� WILt 8� A�PLI�D �0 A�L BEN i S��JHERE �ECK ��EVAT70� EXC�ECS S U � ,' "'r � iJ�..� _... + � ,_.... . o ,:.. . ,J o ��ac� � ��c� �� L � i = _ - —, � �. � ..�_o 0 Ele�Tation Section 8' W�de. 5 Tnn Bridge 5-85 '("V'i�: �l � � � r� 1� [� � 1 � i I � -1 � - -- � � � 3"Xa" - - ��=,p � - - � / �; � � �.. �_ �- ,--------- ��.�� I r � _ _.�_. _��. .. _. .. .... � j „ � �3 X�2 � � _ HCP,IZ�I�TAL FIL�E� Ft{��IC �TAN�ARD HOR,17�U;p.L ABUi,UiE\�T Lar I �� /8"� C�RRIAGt B�Li ii \ ii a"x6" � Ei�DER J� � � � � -- sYS-Eh� '-= !.= _I:- -.J.--=��I- .,� i�� l � � I , � }� � ; ' r+ 3 ' ::; '� L"-� � r �'.. —� � EF�CSI�N � 3"x8° CECnING � � ; � CONTROL 31 '(3"x1�"; : / �-____- F -ABRIC OR --� - ____-+ _ 1 ��. 37" (3"x': ?") �„X�2„ STRI�G�R T'' _ ,� , � — � ; �„X, 2,. BEAP:1 ---� :�_ ��r� f'`. i i _= l �� `� ` ' � ::i- i � � � ,� ,. � �/4 � �oi _,�__�:�.J � � ; i �� DiPPr r � :-�� ; � � I I I � ' , ±-- `�� , ,; ' ;�' r-- 3"x 10" CR 3"x � 2" GALVANIZED ' i I , , I ! ' , , � i�X BCLTS � � '' I� I,OR�ZONTA�S _ � � ';��.,. 9" 6UTT F1LF_S Q tion A-A. // c�TS 8„ eurr �i�E 3' 70 4'--� / G%��_ �ti�� 3�4" HOT JIPP�D� � .�. : . .� .. � :. :1"..� �. :7� =e"�".:?. J�f. ��i: '�J�: .. '�" .y � ' ' �;. �� ,C�� .. ..f :.I r ....� ._ �,, ,-:�..�:<.. i. ..,_.. �. ,�-; �: � .. . :,�.�� . -,- , �.� .�:i :l�' �� . .i.�li . .. � <... '.4".•.� �. . .J�� l... , �Y:7'.. :i.�.' �:il.'�.r, :�. •':. • N�f� I DO NO7 SCA�c DRatiViNG k- '.�rc:::�, �,y : J POF� ' - _._. :�. `,. : �: � � :,-. 1 i ",_:� . b/i;/9� - . i;:��,,�., � : :.. ��- � �� , �_- -.-..� .' '..� �oQa ' �o�� L1��1;�.� 0 o O O O G � �3 ABU'TNIENT' FOR: 51'0_ti PII.E-SUPPORTED BRIDGE ST-'� 146 GAi VANIzED HtX BO�TS `;E`. Si;' , ,� � A �� A. STRUCTURAL REQUIRENIENTS Bridge Ratings : All bridges rated as "Pedestrian" shail be designed for a minimum uniform live load of 85 pounds per square foot. (See below for FREESPAN designs) Alf bridges rated as "6,000 pound or 3 Ton Gross Vehicle Weight (GV1Ai}" shall be designed for a minimum uniform live load of 100 pounds per squ�re foot, or 6,000 Lb. vehicle load, v�ihich includes impact loading. (See below for FREESPAN designs) AII bridges rated as "10,000 pound or 5 Ton Gross Vehicle Weight {GVW}" shall be designed for a minimum uniform live load of 100 pounds per square foof, or 10,OOQ Lb. vehicle load, which includes imp�ct loading. (See be(o�v for FREESPAN designs) All bridges rated as "20,000 pound or 10 Ton Gross Vehicie Weight (GV1N)" shall be designed for a �" minimum uniform live load of 120 pounds per square foot, or 20,000 Lb. vehicle load, which incfudes impact loading. � � � � � �'^ All bridges rated as "HS-20 capacity" shall adhere to A.A.S.H T.O. Ioading speCifiCation in conjunction with Y.B.C. pife driving specification (See items 2, 3 within section E. TIMBER PILINGS) Afl pedestrian, 3 ton GVW, a t n VW FREESPAN designs: AIf bridge spans belo4v 50' long shall be designed for a minimum un� m iv oad of 85 pounds per square foot. All bndge spans 50' long or greater shali be designed for a minirn ifo�-t� load of 60 pounds per square faot. B, TREATMENT 1. All lumber, timbers and piles shall be �s u t� accordance tvith the American V1,�ood Pre e sc lumber and timbers shall be pressure impre a d C18-90 where applicabfe. Where prac#ical, fu a 19% or less after treatment and prior to instalfatio A AWPA standards C1-90, C3-90, C14-90 and C18-90 � 2. Minimum retention's and penefrations for lurnber and � with chromium copper arsenate (CCA) type C in >� tion (AWPA} standard P�-90 and A2-88. All d WPA standards C1-90, C2-90, C14-90, and e shall be air-dried to a moisture content of II pi in s f be pressure impregnated under Nh e plicab� ti er: A�Al��i iion Reiention (Lb. C)xidelCu/Ft � Above ground .40 Soil contact .40 Fresh water .40 Salt splash .40 3. Minimum Retentions and Penetrat�ons for Pilings: �nlication Retention (Lb. Oxide/Cu/Ft.l Land and Fresh Water .60 � Brackish �Nater .80 Salt Water 2.50 r n r.�t " r 8 % of sapwood 2. 85% of sapwood 2.5" or 85°/o of sapwood 2.5" or 85°Io of sapwood Penetration 3.0" or 90% of Sapwood 3.5" or 90% of Sapwood 3.5" or 90% of Sapwood � C. LUMBER �,,, 1. All lumber (2" nominal and larger) shall be Southem Ye1low Pine and graded under the Southern Pine Inspecfion Bureau (SP16) rules. All bents and stringers shall be S4S (surfaced four sides), #2 and � shall have the apprvpriate grade stamp. All posts, curbs, rails and decking shall be SAS, #2 and _, better, and shall have the appropriate grade stamp. � 2. Horizontaf abutment wiil utilize 3"x8" timbers for Pedestrian bridges, and 3"x12" timbers for all others. L__J D. WOOD DEGKING, � 1. Wvod decking shall be nominal 3" x 8" timber decking. Wood type shall be southern pine (pressure treated) with a minimum allowable extreme fiber stress in bending of 1200 PS{ and minimum modules of elasticity of 1,600,000 PSi. 2. Refer to plan for deck fastening pattem. Deck to be fasiened with 16 penny hot dipped galvanized nails for Pedestrian bridges, and 40 penny hot dipped galvanized nails for a(I other bridges and/or walls. C= TIMBER Pli-tNGS 1. � 2. � 3. � 4. All pilings sha{I meet the requirements as set forth by the American Society for Testing and Materials (A57M) under the provisions of D25 (latest edition), standard specifications for round timber piles. All bridge pilings shall be driven to refusal �t a 8'-12' depth, using an "Allied" compactor / hammer, or approved equivalent. All wall pi�ings shai{ be driven to required depth, by using an "A1lied" compactor / hammer, or approved equivalent, or by auguring. Required depth is based on YBC speci�cations as noted in YBC dra�vings for specific retaining wall heights. Upon �ncountering rock, dense soil, or other simifar soil condition �vhich hinders piling insertion, the auguring method may be u#ilized_ 5. 1f refusal is met in less than 6' �i' footer required wili vary, de n i Concrete footers must cons t o 5 �., footers are to be a temporary � properly discarded prior to foote o � f� � � 6. If refusal is not met, pilings may be provide a minimum of a 36" overlap hexbolts. a concrete footer may be added ta stabilize piling. The s�ze of �i appfication and terrain, and must be properly sized according{y. �0 psi ancrete, and be reinforced wifh number 5 rebar. Forms for structed with plywood and all forms and scraps are to be d �ven until proper refusal is achieved. All splices will s a d�.e.secured by (3) - hot dipped galvanized 3/4" F. GLUE LAMINA7ED BEAMS (GLUL,L�MS�e� O 1. Specifications - Material : Southern Yellow e Treatment : Type "A" Pentacforop ol Retention : .30Lb. per cubic foot pe WPA sp ci ation #C2 Penetration: 2.5" or 85% of sapwood Adhesive : Waterproof Phenolic , Appeeroncc: InduEtrial Grade 2. All cuts & holes in glulams shall be treated with Copper Napthanate �n accordance with AWPA specification #M4. 3. Glulam girders shal! F�ave a maximum camber radius of 1600'. G. CURBING 1. A11 bridges to be designed for vehicle use (golf cart, maintenance vehicle, etc.} shall have a curb measuring 4"x6", or greater, as per York Bridge Cancepts drawing number HR-CURB. 2. Curbing is to be instalied along the entire length of the outer edge of each side of each bridge. � H. 57RUCTURAL STF,E.L AND IjAISCELI_.ANEOUS METAL.S, 1. AI! structura{ bolts for pifings sha(l be 3/4" diameter A307 hot dipped galvanized. 2. All bolts for curb shall be 5/8" diameter A307 hot dipped ga(vanized carriage bolts. � ' 3. Simpson H-5 4 or 5 clips, or approved equal, shall be used for stringer to beam connection. 4. Hot dip galvanize alf steel shapes after fabrication per A.A.S.H.7.0. specification #M-111. Hot dip " galvanize all hardware per A.A.S.H.T.O. specification #�v1-232. Treat all �eld modifcations to steei parts with cofd galvanizing paint. 5. All welding to be per A.W.S. specifications by certified weiders. � � I. ABU7MENT�, 1. Each bridge shali have a minimum abutment configuration at each end of each bridge, consisting of at least 3'-0" height and extending at least 3'-0" beyond each side of the bridge. J. X-BR.ACING 1; X-Bracing will be appiied to each piling bent, where the bridge's deck elevation exceeds 10'-0". The X- ; Bracing shall consist of 2"x8" material with 5/8" or 3/4" diameter A307 hoi dipped galvanized bolts. K� HANDRA,IL �,,, 1. Per YBC recommendations, when bridges exceed 4' in deck elevation, a 42" high handrail shauld be installed. All handrai! posts sh e secured to the bridge structure with (2) Yz" diameter A307 hot �^ dipped galvanized bolts. L 2, Handraifs constructeci �vith " 6" post greater should withstand a lateral force of 50 PLF, applied at � the top of the rail. � � L. RETAINING WALL i,�, 1. All horizontal and vertica! members shall .60 CCA treated. � Ifovr Pine, rough sawn, #2 grade or better with O � 2. Tiebacks to consist of Yz" to'/<" rods, ASTM A307,�th A`-T��'h�dipped galvanizing. �*, 3. Cap shall be 2"x10" to 2"x12", Southem Yellow Pine, # r de or be with .�0 CCA treated. .40 CCA treated. � �. ' Q. Concrete shall be 3000 PSi strength at minimum 28 days. All co r e v,rork shall be in accordance with � ACI 301. I� � �'"; ..: � 5. Backfill migration shalf be prevented by installation of permeable filter fabric by wall contractor along the inside face of the wall. This fabric shall not be damaged during backfiil piacement. 6. Mirafil 40NC needie punched, non-woven geo-textile, or equal. 7_ All other generai specifications apply. M. BACI�FII.L � 1, it is the owner's responsibility to properly select and place backfill materials to prevent overstressing of the wall. 2. Wall design assumes well drained backfill. � � � . �r�'' 1_•�Vt. 4 l�'� � 3. 8ackfill materia( shall be a clean, weI{ graded granular soii that �Ilows water to drain readily. Hand compaction techniques shall be utilized during backfill placernent. N, FIL7ER FABRIC 1. Mirafil 40NC needle punched, non-woven geo-textile, or equal. O. PRQ�IECT SU�[�IiITTALS �� Wood preservative treatment certification from the treating faci�jty will be provided upon request. <� 2. Engineering specifications, details & design calculations shal! be provided by a professional engineer � who is registered in the state where work will Commence. � � � � i t i.. � � _��; ' 'b, ` ,� t� ;�,� �� . E' .?, �� 2 % :� Y � F' .� � ` � �. t � y � .Q ��. •�I, r !._.�. 'L. 1 f.•: �'�" � :� - , }°^'! �/ybc files/spec booWgen. pec �8-97 � ;. � � : � : > . ; 'r � v � � Y : 1 �� 1`�+\ J N 1 ' 1 . � � �+ ts��, � w ��x� �., , h 1/ • § i � � � . . .. � � � � �, � i � �farnl ech Engineering Ca. A Division of Standard Testing and Engineering Company SUBSURFACE EXPLORATION PECAN VALLEY GOLF COURSE FORT WORTH, TEXAS STANTECH PROJECT NO.: 1698-0044P PREPARED FOR: Mr. Will Leonard LTS Design Group 1401 Ballinger Street, Suite 205 Fort Worth, Texas 76102 PREPARED BY: STANTEC�I ENGINEERING COMPANY 9200 King Arthur Drive Dallas, Texas 7_5247-3610 (214) 631-4372 December 21, 1998 � _ -�: - `� .� �` ! ;;� �,� .a. ,l "• ' . , � - `' -``. � - , " ,,; :, , • , _— y�� -; �- - •.�, � ,. � �� y`� �-. , ,y,, SUBSURFACE EXPLORATION PECAN VALLEY GOLF COURSE FORT WORTH, TEXAS STANTECH PROJECT NO.: 1698-0044P PREPARED FOR: NLr. Will Leonard LTS Design Group 1401 Ballinger Street, Suite 205 Fort Worth, Texas 76102 �.. .. � � :. STANTECH ENGINEERING COMPANY 9200 King Arthur Drive Dallas, Texas 75247-3610 (214) 631-4372 Prepared By: (�� ' Robert E, Taeger, R.E.M. Project Coordinator �,;�� OFe�i`�qa Reviewed a,pc� �ppro�-By' ��o� ;� �1 �� /a..... PETER �� SHA;J .... , ��,, lGL.—�, �,•. . . . . G.2 � � o : ;,_ ; ,��' ' `�%�� Peter Shau, Fw%`�s; '�^_r:::,;��, :, Manager of Geofe�tifli�al;:��: `�, Engineering Services--° `�""� iz-z/-98 December 21, 1998 � � �� TABLE OF CONTENTS Pa�e 1. INTRODUCTION ............................................................................................... 1 Authorization....................................................................................................... 1 Purposeand Scope ...............................................................................................1 Project Location and Description ......................................................................... 2 2. FIELD EXPLORATION ..................................................................................... 3 DrillingInformation ............................................................................................. 3 Equipment... ........................................................ ..................................... 3 TestsPerformed ....................................................................................... 3 Soils/Rocks .............................................................................................. 4 Groundwater............................................................................................ 4 ,j 3. LABORATORY TESTING ................................................................................. 6 '� Tests PerFormed ................................................................................................... 6 �- 4. ENGINEERING EVALUATION ANDRECONIlvIENDATIONS ............................................................................ 7 SoilConditions .................................................................................................... 7 Earthwork Recommendations .............................................................................. 8 �, Site Preparation ........................................................................................ 8 Lake Construction and Retaining Wall Recommendations ................................... 8 � General Soils Stratigraphy ........................................................................ 8 GroundwaterControl ................................................................................ 9 Excavations.............................................................................................. 9 � Liners ..................................................................................................... 10 RetainingWalls ...................................................................................... 10 Drainage................................................................................................ 11 � Construction Monitoring .................................................................................... 11 Basis for Recommendations ............................................................................... 12 � Appendix A— Site Plan/Boring Location Plan Appendix B — Boring Logs � Key to Terminology Used on Boring Logs Soil Symbols r„ Appendix C— Summary of Laboratory Test Results ' ' ' � � � Section 1 INTRODUCTION � Authorization . This report presents the results of a subsurface exploration performed by StanTech Engineering � Company (StanTech) in accordance with the proposal, prepared for Mr. Will Leonard of LTS Design Group, dated October 27, 1998, and identified as StanTech project number 1698-0044. �,�, These services are provided under the agreement for services contract between StanTech and LTS � Design Group. � Purpose and Scope � The purpose of this investigation was to determine subsurface materials and conditions present at the site, to conduct field and laboratory testing, and to perform engineering studies to determine �^ geotechnical design and construction criteria for the following items: ' • golf course areas; " • lakes / small retaining wall; and � • other associated facilities. To accomplish the purpose of the study, the following scope of services was provided: �„�, • Four (4) exploratory borings were drilled to depths below the existing ground surface to a a� maximum depth of 20 feet to obtain samples and determine subsurface materials and - conditions; � • Laboratory tests were conducted to determine pertinent engineering properties of the subsurface 'I materials; and, • Results of field exploration and laboratory tests were analyzed to prepare foundation design and � construction recommendations for the proposed project site. , ' Pecan Valley Golf Course StanTech Engioeering Co. ' Fort Worth, Tezas Page 1 Job No: 1698-0044P , � � ' 1 ' ' 1 l� ' ' ' 1 � � ' � Project Location and Description The proposed project will be at the Pecan Valley Golf Course, located at south of Interstate 20 and east of 377 in Fort Worth, Texas. The site and surrounding area is generally gentle slopping hills with topographical variations up to five feet. Most of the site areas are covered by trees or grass. Pecan Valley Golf Course Fort Worth, Tezas Page 2 StanTech Engineering Co. Job No: 1698-00�34P ' � � Section 2 FIELD EXPLORATION To accomplish the proposed scope of services, field exploration activities were conducted. These � activities are described in the following sections. Drilling Information Subsurface materials and conditions were performed on Novernber 16, 1998. Conditions at the site �� were investigated with four (4) borings as shown in Appendix A, Site PlanBoring Location Plan. The borings were advanced by solid flight auger techniques. The borings were drilled to depths � below the existing ground surface to a maximum depth of 20 feet. The equipment used, field tests performed and soiUrock samples taken are discussed below. � Eauipment - � • Four (4) borings were dry drilled with truck mounted drilling rig utilizing 6'/4-inch solid flight auger. All borings were backfilled with tamped soil cuttings and bentonite chips after � completion. Tests Performed To estimate the shear strengths of the soils/rocks in their natural state, undisturbed samples were � obtained in the field by Standard Practice for Thin-Walled Tube Sampling of Soils, performed in accordance with ASTM D 1587 along with Standard Penetration Tests (SPT), performed in �, accordance with ASTM D 1586, Standard Test Method for Penetration Test and Split-Barrel Sampling of Soils. The SPT test consists of driving a 2.0-inch O.D. split-barrel sampler into the � soil by means of a 140-pound hammer dropping 30 inches. The number of blows required to drive the sampler 12 inches, after seating an initial six inches, is termed the N value and is shown on the � attached soil boring logs. Disturbed samples were obtained from auger cuttings in general accordance with ASTM D 1452, Standard Practice for Soil Investigation, and Sampling by Auger � Borings. All samples were examined and classified in the field. The samples were labeled, sealed _ in moisture-proof containers, and transported to the laboratory for further examination and analysis. �; Pecan Valley Golf Course StanTech Engineering Co. �•r� Fort Worth, Teaas Page 3 Job No: 1698-0044P � Depths of individual shelby tube samples and split spoon samples are indicated on the boring logs as shown in Appendix "B." Soils/Rocks Boring depths for this exploration ranged from 10 feet to 20 feet in the proposed construction areas. The soils/rocks encountered consisted of light brown/yellowish brown/dark brown sandy clay, light brown sandy silt, yellowish brown silty clay, weathered gray limestone and gray limestone. Hard material (i.e., SPT test refusal) was encountered in the borings at the following depths as indicated in the following table, Table 1. TABLE 1 DEPTH TO HARD MATERIAL __ __ _ __ ___ . _ _ _ _ _ _ ___ _ __ _ _ _ _ . _ _ ___ __ _ _ _ _ _ __ _ _ __ �3�r��Tg �uz�u�ber �epth (ft} ' �4�a�eria� 1 2 3 4 20.0 15.0 10.0 20.0 Gray Limestone Gray Limestone Weathered Gray Limestone Gray Limestone Groundwater During the drilling operation, groundwater was encountered in all four borings. Due to seasonal changes in groundwater and the unpredictable nature of groundwater paths, groundwater levels will fluctuate in a given area. Therefore, it is necessary during construction to be observant for groundwater seepage in excavations in order to assess the situation and make necessary changes. Pecan Valley Golf Course StanTech Engineering Co. Fort Worth, Teaas Page 4 Job No: 1698-0044P � � � � ' ' ' ' 1 ' � We can't assume responsibility for difficulties experienced during construction or for future operational problems due to elevation or volume of groundwater encountered. 1 1 , �' Pecan Valley Golf Course Fort Worth, Teaas Page 5 StanTech Engineering Co. Job No: 1698-00�4P � � � � Irr f^ � 1_'y � � ' � Section 3 LABORATORY TESTING Laboratory testing was performed in order to determine the strength and plastic characteristics of the subsurface materials as well as confirm the soil classifications. General descriptions of the encountered soil together with visual and laboratory classifications and numerical values of the tests results are shown on the boring logs included in Appendix "B." A summary of laboratory test data is included in Appendix "C." Tests Performed • Atterberg Limits Tests Atterberg limits tests were performed primarily to assist in identification and classification of the soils. For this test we used the general provisions of the Standard Test Method for Liquid Limit (LL), Plastic Limit (PL), and Plasticity Index (PI), ASTM D 4318. • Minus 200-Mesh Sieve Tests The primary purpose of sieve tests was also to aid in proper classifcation of the soils. For this test we used the general provisions of the Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75µm) Sieve, ASTM D 1140. • Moisture Content Tests Moisture Content tests were performed on selected samples and/or cores in general accordance with the Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Limestone Rock, ASTM D 2216. � Pecan Valley Golf Course �+� Fort Worth, Teaas Page 6 StanTech Engineering Co. Job No: 1698-0044P � � C We conducted engineering studies to develop recommendations for construction of the golf course area, the lakes/small retaining wall, and the other associated facilities at the golf course. This ENGINEERING EVALUATION AND RECOMMENDATIONS � � ' � ' i � � selection includes the most desirable recommendation for these anticipated projects. Soil Conditions In general, the soils consisted of clayey silty sand, silty clay, sandy silt, sandy clay, clay, weathered limestone, and limestone bedrock. The soils generally were found to be firm to very stiff and medium dense. The weathered limestone bedrocks were encountered at depth of 5 feet below existing grade in borings B-3. The limestone bedrocks were encountered at depths ranging from 13.5-ft to 18.5-ft below existing grade in borings B-1, B-2, and B-4. Atterberg Limits tests results indicate the on-site soils have PI's ranging from 10 to 30. These soils should be considered non-expansive to expansive. The expansive soils should be expected to experience shrink or swell due to changes in moisture content. The sandy silts, sandy clays, and silty clays are variable in strength and exhibit undrained shear strengths ranging from 0.31- to 1.5-tons per square foot (ts�. Section 4 Details of the subsoil conditions are presented on the Boring Logs, B-1 through B-4. Pecan Valley Golf Course Fort Worth, Tesas Page 7 StanTech Engineering Co. Job No: 1698-0044P � �� Earthwork Recommendations CSite Preparation Site preparation should be conducted in accordance with standard specifications for public works construction, North Central Texas. In general, subgrade preparation should be as follows: 1. In cut areas, the soils should be excavated to grade and the surficial soil proofrolled and scarified to a minimum depth of six-inch and recompacted. 2. The onsite soils can be used as fill material in non-structure areas. � 3. The fill areas should then be proofrolled with a loaded truck, heavy scraper, or similar pneumatic-tired equipment. The proofrolling operations should be observed by an experienced � geotechnician. 4. The fill soils should be placed in loose lifts not exceeding eight inches and compacted to at least 90% of maximum standard density (ASTM D 698) at a moisture content at or slightly in excess of the optimum (i.e., 0% to 4% of optimum) in non-structure areas. 5. Positive site drainage should be developed at the beginning of the project to limit construction difficulties with wet surface soils. � Lake Construction and Retaining Wall Recommendation General Soils Strati�raphv Subsurface soils in the proposed lake areas consists of clayey silty sand, sandy clay, sandy silt, silty clay, clay, weathered limestone, and limestone bedrock shown in logs of borings B-1 through B-4. All the onsite soils are suitable for use as fill materials in non-structure area � � Pecan Valley Golf Course StanTech Engineering Co. Fort Worth, Tesas Page 8 Job No: 1698-0044P C � L* Crroundwater Control It is our understanding that the depth of lakes will be about 8-ft. Based on the results of our field explorations, groundwater occurs at depths ranging from 5-ft to 14-ft below existing grade. Therefore, dewatering system should be required in the lake areas during construction. Special construction technique considered for this project included wellpoints. It is our opinion that aforementioned technique could effectively control groundwater and allow for the construction of the project. Based on the field data, It is our opinion that groundwater should be lowered to a depth of at least three-ft below the deepest excavations grade in order to provide dry working conditions and firm bedding. � It is our opinion that wellpoints could effectively control groundwater levels across the lake areas. Design of a wellpoint system should consider the amount of groundwater to be lowered and the � permeability of the affected soils. The selection and proper implementation of an effective groundwater control system is the responsible of the contractor. � � L � 1 � � Excavations Based on the soil shear strengths, open cut with unsupported system can be built on slopes of 3(h):1(v). Vertical cuts can be constructed in the limestone rocks. In all cases, excavation should conform to OSHA guidelines. The clay soils in the lake areas classify as type C soils in accordance with OSHA soil classification system. Based on OSHA guidelines, limestone formation is classified as stable rock. Specifications should require that water not be allowed to pond in the lake excavations. We also recommend that blasting not be employed for the excavations into the limestone rock. The rock may be excavated with a rock-ripper. Pecan Valley Golf Course Fort Worth, Teaas Page 9 StanTech Engineering Co. Job No: 1698-0044P � , � �' Liners 1-� Based on the existing subsoil conditions, we recommend that the liner materials should be used � above the native soils to prevent moisture migration. The recommended liner systems can, in general, be classified into two categories as follows: l. Clay Liner �, For the designing of clay liner system, we recommend that the compacted clay layer over the - native soils should be a minimum thickness of 2-ft with a required hydraulic conductivity, k, less than 10�� cm/sec. The clay layer should be placed in loose lifts not exceeding eight inches and compacted to at � least 95% of maximum standard density (ASTM D 698) at a moisture content at or slightly in r excess of the optimum (i.e., 0% to 4% of optimum). e 2. Geosynthetic Membrane Liner � The geosynthetic membrane for the lake lining should have a minimum thickness of 0.02-inch. _ The hydraulic conductivity should be in the range of 10'10 to 10"13 cm/sec. Retainin� Walls r � Lake walls in the clayey soils with no restraint should be designed using a lateral earth pressure corresponding to 77h + 0.7q (Where h is the wall height below the ground surface in feet and q is surcharge load in ps�, and the computed pressure is in pounds per square foot (psfl. In areas where limestone formation are present. The lateral earth pressure can be designed using 25h + 0.3q, in pound per square foot. Since groundwater levels in some areas are above the bottom of lake excavation, hydrostatic pressures should be computed in the wall design. Walls should be constructed to prevent moisture migration, since seepage can occur through backfill soils. Backfill soils behind the walls should consist of structural fill having properties presented in the following section. ~ Pecan Valley Golf Course StanTech Engineering Co. � Fort Worth, Tezas Page 10 Job No: 1698-00-i4P �_J � � � 1" a � � i� Structural Fill ReQuirements. Amount finer than 2 inch sieve = 100% Amount finer than No. 200 sieve =1ess than 60% Liquid Limit Plastic'ity Index =1ess than 40 = between 10 and 20 Prior to fill placement, the existing subgrade should be: stripped of all vegetation, topsoil, and any other deleterious materials, scarified to a depth of 6 inches, moisture conditioned and compacted to at least 90% of the standard Proctor maximum dry density (ASTM D 698) at a moisture content at or slightly in excess of the optimum (i.e., 0% to 4% of optimum), and • proofrolled using a loaded truck, heavy scraper, or similar pneumatic tired equipment . Moisture should be maintained up until the placement of concrete or asphalt, especially in structural areas, to prevent shrinkage (and subsequent post-construction swell) of the soil. Draina�e The surface drainage should be designed in such a manner that it will not allow runof� water to intrude the expansive soils Construction Monitoring � We believe that monitoring by a qualified individual of all subgrade preparation, site grading, and foundation construction is essential to provide a well-constructed system. This monitoring should � include accepted testing and inspection procedures. The geotechnical engineer, or an experienced engineering technician working under the direction of the geotechnical engineer, should be present � to verify compatibility of the foundation materials encountered and to identify unanticipated conditions so that prompt action can be taken, if necessary. � Pecan Valley Golf Course StanTech Engineering Co. Fort Worth, Teaas Page 11 Job No: 1698-0044P � � � Basis for Recommendations The recommendations and conclusions contained in this report are based on the borings drilled and tests performed. We would point out that there may be variations in material properties over the � site, and would caution that there may be unknown conditions in existence which differ seriously � from those encountered by the limited number of test borings. Such conditions, if indeed exist at all, cannot be and have not been, accounted for in this report.: Therefore, the descriptions, � recommendations, and conclusions contained herein should be considered as generalized, applying to the immediate vicinity of the borings. �, Since this report is being prepared in advance of much of the detail design, finalized soil and structure parameters (i.e., floor elevation, fill and cut provisions, structural system and loading, � vertical movement tolerance, etc.) may differ from the ones considered during preparation of this �„ report. If such a design variance is substantial, the Geotechnical Engineer would request the . opportunity to review the plans and specifications of the proposed facility for applicability to the soil conditions in this report, and assurance of consistency with its intent. � It is recommended that the Geotechnical Engineer be retrained for testing and observation during earthwork and pavement construction phases, to help determine that the design requirements are fulfilled. This report has been prepared for the exclusive use of our client for specific application to the project discussed, and has been prepared in accordance with general accepted geotechnical practice. � , ' r � Pecan Valley Golf Course StanTech Engineering Co. Fort Worth, Tezas Page 12 Job No: 1698-0044P � � , � � � � � � � r �� r � Appendix A Site Plan / Boring Location Plan � � , l� Appendix B Boring Logs L.. n � ' , 1 ' � ' ' , ' i 1 1 Key to Terminology Used on Boring Logs Soil Symbols SOIL BORING LOG Boring No. e-1 Pt'oject: LTS DesiQn Group pa{g; Project Location: Pecan Voliev Golf Course, Ft. Worth,TX. Projecf No.: Boring Location:5ee Boring Location Map (Near Hole # 13) Drill Method: Solid Fltqht Auqer Logger: Elevation: Water Depth: Remarks: � Dopth, � o Fost €. o ti � 0 � . / - 5 - - ,o - SOIL DESCRIPTION Stiff Dark Brown Sandy Clay w/ Grass in Top 6" Firm Dark Brown Sandy Clay Very Stiff Dork Brown Sandy Clay Very Stiff Light Brown Sandy Clay � - -� 5-/ Stlff Ught Brown Sandy Clay j / / . ........•-•••• ............................................... Gray Limestone - 20 � Bottom Of Boring At 20 Feet . � �. � -25- -30- 1 1 /1 fi/98 1698-0044P CoreTest 14 Feet CoF»�lon, Ton/Sq. ft. o- o a o o a 0.2 0.4 0.B O.b 1 1.2 1.4 m �' Wafer Plastic Con ent Uquid Umft : � : Umit �n �n �n � so so �o i � rc, i � � 1 ,�� ,� ,: � 100 1 SOIL BORING LOG Boring No. B-2 Project: LTS Desiqn Group Date: Proiect Location: Pecan Valley Golf Course, Ft. Worfh.TX. Project No.: Boring LoCafion:See Borinq Location Map (Near Hole # 10) Drill Method: Soiid Fliqht Auqer Logger: Elevation: Water Depth: Remarks: �apth, a u Feei � E �n° SOIL DESCRIPTION � jStiff Dark Brown Sandy Clay w/ Grass In Top 6" ` Very Sfiff Light Brown Sandy Clay - � . ............................................... Ftrm Llght Brown Sandy Silt - S - 11/16/98 1698-0044P CoreTest 8 Ft Coh��lon, Ton/Sq. ft. } 0 ma`o 0 o a 0.2 0.4 O.B O.a 1 1.2 1.4 �` wat�r Umific� Corr#eM LiquJd : Umit +o �n ;0 40 �Q so �o o, : .n � I _ ...................................................................�►. `', � A4edium Dense Ught Brown Clayey Sllty Sand — ��- :�,� � - 10-�� 12 � :�. � ......................................................... 100 Gray Umestone � � 5 Bottom Of Boring At 15 Feet -20- � � -25- - 30 - SOIL BORING LOG Boring No. B-3 Pt'oject: LTS Design Group Date: Project Location: Pecan Vallev Golf Course, Ft. Worfh,TX. Project No.: Boring LoCa1'ion:See Borinq Location Map (Near Nole # 7) Drill Mefhod: Solid Fliaht Auger Logger: Elevatian: Water Depth: Remarks: 11/16/98 1698-0044P CoreTest 5 Feet Coh�slon, 7on/Sq. Ft. o - De th, M ;`� o` 0.2 0.4 0.6 0.8 1 1.2 1.4 Feet � E SOIL DESCRIPTION ma� � a water N o Plastic C�ntertt Llquid `^ umrr � * � umit �c� �o ao � sQ_�n �o 0 j Very StHf Yellowish Brown Sandy Clay w/ � Grass In Top 6 Inches � Stiff Yellowish Brown Silty Clay I ,y Ught Gray Silty Clay - - . . ......................................................... 5 Waathered Limestone - 00 100 4 i� - 10 - - 15 - � -20- -25- -30- Bottom Of Bortng At 10 Feet SOIL BORING LOG Boring No. e-4 �I � PYojeCt: LTS Desic7n Group Date: Project Location: Pecan vallev Golf Course, Ft. worth,TX. Project No.: Boring LoCaflon: See Boring Location Map (Near Hole # 7) Drill Method: Solid Fllaht Auqer Logger: Elevation: Water Depth: Remarks: 11/16/98 1698-0044P CoreTest 9 Feet ' Coh�aton, Ton/Sq. ft. � Depth, �° a SOIL DESCRIP710N o�°o o � 0.2 0.4 0.6 0_8 1 1.2 1.4 a a Fee1 N N m�` Pla�tic Content Liquid L)mit : * ; Limit , 1p 20 3) 41 51�Z 7� 0 j Stiff Dark Brown Sandy Clay w/ Grass In Top / 6 Inches / j _ _/ Stiff Dark Brown Sandy Clay 5 j %Very Stiff Brown San dy C lay // Stiff Brown Sondy Clay / � - 10 - / j � j/ / - 15 - ..................................................................... / Stiff Dark 8rown Ciay � f_ ..................................................................... , o0 Limestone 2� BotFom Of Boring At 20 Feet -25- -30- 0 : �, 1 I 'o Q� �-i�. � Terms Describinq Consistency or Condition � Frc—graincd Soils � ��i. Of l71Ctt '�:54!S 1`�t i:0. �OQ SCivt. InCIU!t5 �i� i�ptSCf:iC C.� pr4CpiC Sil:S G'd C�G��S. ��% i�:�t'1°• `.^'nCy er si�:y de;•s. Consis:cncy is rc:ed eccord�n� to shcering stre�e:n, es inL�ccicd Cy Ic�ortterf ecrc��r:s:�on • tes:�ng or Fy pcnclrone:c� reeG�nSs. � -- _ , L'�ce-..7r.��' Co's�s:t�cy 12en;1'ceGe� Fr:ce' ••e S'�^o� °'�<^el�' Cc--• •� ` ceti• �'ery So't Ses� ��.Ccr e-n .a ;F.t kcs :�.en 0.:5 So:l Ces��r :ene;releG 3e•r.d ind,as :y l!+u-�� ess tnon O.iS G..S :e D.C•J � ►'r_�am Fe��.�e:e,' se•��d i�e�es C.:S to 0.50 G._�0 ;o `.C�� . 5:�.'f F.�e��y �n�en:eE :y :bR.�. Cvl penc,r::t: O.SO l0 1.Op 1.G'� to ':J �niY .i:^ qicd t'•'�ri �'e-y Si;!f Ree[�y �rGer.:ad :y :�vn.Jr.e�l 1.C�0 :0 2.G0 I.OJ lo <OJ H;�d ho Fer.e:•etion e•cr 2.00 �.L� e-.0 �:c`.cr .,,^s/„or ��/c-0 Cocrse—grcincd Scils �'o•e lhCn 5G: �cic�n<d on ho. ..0 :c��c. Ir.Ci.,::s (1) Ciccn y,c.:': e-�d :c�c'. ...cc��:,cd c� I�,r.c. �-c._{�.:,� c�r ccc•:�, f;;cnL;r.9 cn C�s:��:vi�cn af Src�n s;:cs cnd (�) ��t:y cr cicyty -'s or.0 s:�G:. F.r.�: _.iC� :7�5�='�:C �:_. .:i�.. i..� : !IG�:�.. r. . �v O- lO LC:'._ O i0 �_ : 10 -=0 I.�eC�.-� C�ccse i0 t� i:: JO - 50 C•e-.se i0 10 :. O.�cr �0 \':-v �:r,;: c� lc 1:_.. � � 7erms Chorocterizinq Soil Structure i�ssured — eonlur.�ns s1�ir�eis e�e:�:. Ira;u2r.:'; !�neO M;!+ f�r.e sc�. e� 3;:: cs::"• �.cre o� Icss .'-::c� Sens�;�.: — �ert�n�n� fo e:`.as�c io��s 1'+el :•• t_:jeet to e:p�eue`:: Icss el s:rv'.;:.� .hen rcr.,c�c:�. 1=-��e:ed — e��:+:;s:. e' .... i: •s _ �e•�yn� c::r e�C .. ..•e. Ia:r:eG_aC — eoe.:eseG e! _:e•.. _ t: rs ef e�'a ae�l :es. CNcueays - eon;c�n;ons e:y:: e_�e ��ci�:�cs e!..c_<!un ee��»e::. �'�:�-^,reCrL - �e��y e I:s r_-.=: in 4•e�n s�Zes r._ s:::s:en:cl er..oe•.:s e! e�l �n;erret�e:e :�e•;�cte s�:ei. P: :y-sreC<C - ��t:�:��n_. :ly t: t'.. �� s�... er . . .-.y o rt' et . =:5 :i s_-.t �...;rnt:�c:t _... -..�s�^.� S��c�er.s�Gcd - I,e��n; fr.ctlr.-- ...:s o: ._,�ess ...., ere s:tk en! ;1-zsy i� ec=--._..... i.e,r:t ef sGt:_•r:sC te.e: ;tr.,:r.t: 5��`:ly - sl�e:.e�s;G:s er. . e�t., e: ir.:�rve�s et i-2 ..:t e�C so�l cocs r.el e: �� :r-eK el�n� .... �;c--,. NOCC�-:C�Y � SIiG�.tn3i!q= eri �:__:C el eScei in;:rre�s ef 1-2 `ee, e�C s:�� D,•_:.s�.:s;!y Nor� .-•-_r.cs. =�Irer..tly -�GtLen��:t� rt :sL et in:crveb e.' t-12 �nehes. erc ccn:i�vovi^enC �n.srconncc:cd•• So�I �r:c%s c:s�r _:n�, .^t s��:�.:r.s:_':s. ncsu�:�r�r, s�:c o! D�t::n ;,�c;:t ..:c :o si■ _ Ir.:eniely — sGe:ens�_rt e•e f;•:=t1 e: in::rvC'S c.' :[ss :F::Y (our inc.'.es Cn: e�e t_'.::n�o�: �n :11 C� �` :�c-�;. Terms Characterizinq Rock Properties � � � � � � BeCdinq Charoctsrit;in F.��..� - e�t..�� w tw�� ►•��. !.•� t.�� ...s� e.!i aV I•w.cla�. �e • 7M 100 �1 w V.(�N�1 .M �e hr�..n - ect✓.�p n.r4V.e�y tM �yr� r la+�al 1^+ �e 7p M e�s��0 p��r� f.f/:r - ttflp .ACn cY�.f:l e/ 1•�<r I.t1 :�a+ i w� n\Al �fif. 1! :/ ftsl] �le+p fltl�l� ��(1! p�'�I.fl �l^t1 ��t�/-►�II�� - •.��.f�.r�1 •1 I.+rr�r1 •� �t•��• N�ti.rrr• v 4M.p..r :� �•� .aa� P•aM! •/ IV�t:fCt:M �f 1M 1'/�:� fi^Ctna1 feu�:r/ - W i�-w�Hf �tr.qi✓r •�rdt.; /.;.. �r:'•::�.Y eI .. �.� �..� n�(��1� nt� ��r� p�•�1:11 l� t^f f:11111'� 4tf�l �( 1N �t•\Ilfl •rr�.Y'.�.1 •I y.l� �V rucice•1 ...•�1 t•�i�l �:�Ir C�.�M1rl �..�.�r�r1 •f ✓��I �� Il�! �..r � -,.w� • Ien�:�r) b� �I�VLI �'�CIr10+�. �i �CNIr�'1 ✓ \� 41�I1 �1/ •1/�r�� wr �� ✓ 1..1✓• , r•.r.•..� - �o-.�.�.,o N re�re �e .rl M':GJati� t•at .�.en'e� lr�. ns.r� r.o� 1. y.�. .. e,�,:. Texlure I••i• � rri+�. (e• �• - r••-;•.:..r . e,.�i . ..c- ��. •� .. �. , . .�y ..r•:�n N�� ... CL: � :c [.l •.• - . ��., ::z e� ..o,: �-.n�, t�.. tt:. .. � e.-�:r- U�:�• e,.� .nn • �vo�: ^. e ��.� v . ..r<�r;e ' . 'ny ef p..w f.:f. W :.�.. C.G:. ... .M [.: .-. - c-• ...t. �.e. c s--. �. i r-. ��.; �:.•. •��^�Jil� l0 V`I War1 •.11 �6Q�CO O� �CQi}1Cf1r1Q {;•.��h.r� . •K� w �I� .��✓�1 ��• \rI�•• Mr� �.pe�r/ ��. �\-��Vw..� ��.�1� 3�rn� ..•t�v.�� - wi.r Y.�e..I...�n� �r aav c�.�y. ..r rr �iwi.;•v..� te••� ♦'��1N•1/ . (O�y�II ftl✓ Cti�• •:1� :�+f �I C�j'�1�� MCYDO��I �e(Y C.L�w�� .r�lw�.r/ - [e1+��4f tdv eAw�t .•�� Cv.sf:M:/. 1r.t�1. �N ��.al a::ear.nC� �.'Y st[��Q fM $t7'UC1Uf 0 leae.p - rt�: R-::>. er,-�r iuo--� CY70�, �•.r.yr ece�^: �::-.rn.:n Ir�(4��f � l.:�In f✓I�_f e/ n.� .�11 N�[!• .+<� O:r) K: 1.'�w1 at•lt.�rd o� e:•n [.ra.•;� r t�.e.p N�n.t (r�el✓It - �At. f:'1 ef ✓pLr� wYr�ll 1�.� nt. �•t C�^e•:r! e�e��r �iece� l..c:.�.i - re�• .� ..e er w...�r . . ce..�• �..y...� --.� �. <iMa.�t l h.prr.ird �rs.r.:v� r re�.el ty c-.�4..� v p•nanp .. , a.::� .le�:f - l..c:✓.i n.e:4 trr..c� ..�.r o- bu ...�.•ai v:•c•�-r•i. .e lta�r� •Ivy .�.<� ro a:>�fwk'r �c.�nenl �:t <:[✓r� (��/:r1 � (�✓• /.�C\✓• e.� �.Cn w� ti� L..w •1>�tf^�.t CI tnt )-0rl r�l�l.�e•le vf •+et`.r. • •��( to �Ae f..Glre - tn� a�T�tt�r : �.� bt • Ir. . wr� y rr�� Mff i.:c\ttf�dtf - M"fHd �.d Il.a!�A (f[•althrdl )✓l�Cf :h.1 rr).itt r.'n i.Kta. .�e-y . �..ii �+.... Abbreviotions DU • Netvet d�y v:t .r:y�+t <ptr) HC • Ne4✓el naitv� tonl�nt <%) U.C. • U�ta+f:.��d Co��ss��• tt��n�lh (ts��% stre�n) PP � Poe4�1 P��t�o��ter (tt�) ll = l:Ov�d l:n.t PI - PlestK�ly •r.dt■ �c'00 e ppr�rnt C�s:+�q �20D U.S. Stcndurd i•t�t . USCS � Uwfi�d Sot Qoss:/:cot.on Srst�n � KEY TO TERMINOLO�Y ..�fa�ech �ineering Co. USED ON LOGS � 9200 KING ARTNUR DRIv` 21—�AR—i9?5 n.�� •� �r...c ��.t � I Soil Symbols , � USCS Finc-Grained So�!s Coar�c-G a:ncd Sci!; CLAY CLt,Y[Y GP,n�'r� CH � Inorsonic Gc�� of HiSh P1c�tiu;y, Fcl Cloy�. CiC '�/j�1 Grc�e�-SonC-C�cy u:.:urc�. C YR ��ir; snn�DY CLAY s�i_rY cr�;.�� CL Inorpcn�c Cla�� of �ow ta uedivm Plcotici;y, Grc�eliy Clcy� G��/, ,�j"� Grc�cl-SonG-S:l N:.;urc�. O . SanCY Cicya. Silj- Clcyo, Lcca Clcye. I�� I.1 L1 Y - LLZi.l.l S ILT �,�;,.,,� � FJL Inor9onic .ri�lle ond \'ery i'ine Sandn, Rock Flour, S�IIy or G(� � ro�r,r-cro��d Gro.cl�. Grc.•cl-'i;n:l 1!olurti, Cioyey �ine 5onds or Clcyey S�IIs wilh Sliyhl Ploelicily. LilL'e or no rn.... I y Conr,c-Groincd Soi!s .',^ , ��,,.,,�_� ("jti'�/ K'c�l-qrodcd GrcvcL•, Grcvcl-$anC 1/.�xl�rc�, CLAY[Y SANp 1, +�' �ittlo or no Finca. SC Sond-Cla 1/izturon � Y . � MR DO s�rr snr,p SM � Sond-Silt Alirturoe. � M- SAND �r•� $P Poorly-Graded Sond�, Gravelly Sond�, Litlle � D or no �ne�. SAND "-� Sw K'ell-Croded Sond�, Crovelfy Sande, Uttie D or no Fine�. � Shol� ) Lirncslonc L Sample & Other Symbols Rock Symbois �� s� �i �' �s�� v 1>qvrmcnl �::..s•- P 4'�- 're�,� � C//� � � � � � SbMad T..o. co,.. xct.. 9r�by iub� d�turb�d (Boq) Rodc Con Ne R.cov.ry P�nalrvtbn Te�i P.n�tlaUon T..t lr��l C N R S P K USCS Soil Classification Chart F I � � .... Gro�n Name Grp�n Svmbol Grwal� r��O� �.,9`•�� h•'��-,rc4�C c�o�ci GW t-ss �n..,. „ ., - Foo.i,_��.��.� .�.�.;..i GP ue.. �wy� S^: .,r .Mr•,. IoY:�Mn ;r.�.-i: ��n ��,.,��----,.�ny �.�„�I ---'—C!A Coone—Croined Soila , i � : t.. ' • : uo.. tnon S0: rto�n.d a� i .. — 4� - -'---'---- r'�'Ir� •`. ..t CiC ..�o�n.0 en no :M s...t : �..qn '— Yh -- _ Sond■ � n-��.��...1 ::•n•i SW , ��,. ,- i�., u.,.•�'i-:�'''�"'� .. . SP ' SOL o. ....r; Yi .:-�.tt I..y,�..,n --•'--- -- ro„„ �a �. ��n..�; �� r:., : ;�i�.� :�•,� 51.4 u„�•; e�v.. .. : r„ .: r�n„•� :. . SC Lc7n �•� Cl SiIU and Cloys �^wo�":---------------=�n Y --•----�--Ml-- �ne-Groinod Soil� 1��„q i�.,�,t �.;; i�.�.. 'l.� 7,.�.��,,._ r��•�.�., .�;i.�� , �,�i� Ol S0: o• .�u.< ra�f-t tn. Ho. :90 s�e.e �,i :��. Si1L+ ond Cloya ��,;•.�;��; E�o;��t �.�� AdH L��V�O 6Td 59 'J� m.J1. q.. ��c . I q,�,,�,� ,.iuy ,;, ;,n OH Hiyhly Or9anic Soil� P��..,ar�ir o•;��.c r+oi•�ni. �� n co�v� G•,.ot PT O�O O��O�K OdJ. NOTE Group Symbols zhown on Le9, unlus dcicrmincd by lob Icsls, are bascd on vi;uol ond monual cxominolion. KEY TO SYMBOLS .�ta�ech �ineerng Co. USED ON LOGS 9�00 kI�J� ARTHUR 0?I'F t;-rfT_9S OAIIA�. tExnS 75�47 � Appendix C Summary of Laboratory Test Results � ' ' , ' ' ' ' � � � � � ,� � ' � � � ! � � � � � � ! � � � � � r � � SUMMARY OF LABORATORY TEST RESULTS Client: LTS Design Group Project: GeotechnicalInvestigarion Pecan Valley Golf Course Fort Worth, Texas • ::. «: ; : ,:. _ _.; > Atterberg Li�nitw ; : Mo'isturc Ui1�c C��'S' :: Soo mo;sEterc) >Bonng : Dcpth Cluss ont Wc�gh ; MaterialDa.scnption USCS e�o��nk ,�pcflt .., LL. ::..I�L PI....;: <: No. , (�) _:; _ B-1 0-2 Stifi'Dark Brown Sandy Clay B-1 2-4 Firm Dark Brown Sandy Clay I B-1 4-6 Very Stiff Dark Brown Sandy Clay B-1 6-8 Very Stiff Light Brown Sandy Clay B-1 8-10 Very StitTLight Brown Sandy Clay B-1 14-15 Stiff Light Brown Sandy Clay I B-1 19-20 Gray Limestone I D-2 0-2 Stitl'Dnrk Brown Sandy Cluy B-2 2-0 Very Stifi'Light Brown Snndy Cluy B-2 4-6 Firm Light Brown Sandy Silt B-2 6-8 Light Brown Sandy Silt B-2 8-10 Medium Dense Light Brown Clayey Silty Sand B-2 14-15 I I B-3 0-2 Very Stiff Yellowish Brown Sandy Clay B-3 2-4 StifT'Yellowish Brown Silty Clay B-3 4-5 Light Gray Silty Clay B-3 5-5.5 Weathered Limestone I g-4 0-2 Stiff Dark Brown Sandy Clay I B13 2-4 Stiff Dark Brown Sandy Clay B-4 4-6 StifTBrown Sandy Clay B-4 6-8 Very Stiff Brown Sandy Clay B1l 8-10 Stiff Brown Sandy Clay B-0 14-15 Stiff Dark Brown Clay CL 20.9 46 21 25 16.4 21.6 CL 17.2 37 18 17 12 28.1 17.9 23.1 CL 12.0 33 15 18 18.7 24.8 SM 14.1 17.1 CL 15.5 43 18 25 15.7 CL 16.? 24 14 10 13.5 25.6 19.5 CL 14.5 45 I S 30 21.0 22.4 CH 27.0 52 23 29 Page 1 Date: December 1, 1998 Project No.: 1698-0044P Siev�.Analysis.', . (°�o Passin�) : Pei�etromctcc :: ;' Swotl;T:cst Readmg:;' , �t 20Q .. . '; (�/o sweII} ,;<..(tsf} ' 87 78 52 0.78 0.46 1.01 132 1.5 0.93 0.69 1.24 0.31 9 82 48 GI 93 1.01 0.78 0.69 0.62 0.69 1.08 0.93 0.62 � ' ' ' LJ 1 ' i TECHNICAL SPECIFICATIONS Division 7 � CAULKING AND SEALANTS � � � � � � � � � SECTION 07920 - CAULKING AND SEALANTS PART I - GENERAL 1.01 DEFINITIONS: A. The term "sealant" or "sealing" shall refer to exterior joints exposed to weather � or interior joints exposed to moisture. When "sealant" is used in an outside joint in aluminum or steel frames, "sealant" shall be required on the inside joint also. � B. The term "caulk" or'caulking' (calking) shall refer to interior joints not normally " exposed to weather or moisture conditions. 1.02 SUBMITTAL: A. Submit to Owner's representative manufacturer's literature, specification data, and. color chart for all materials proposed for this project. ir- B. Identify their use and location. 1.03 GUARANTEE: The Contractor shall provide the Inspector a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any �., replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace � any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. �'° PART 2-PRODUCTS 2.01 SEALANTS: As manufactured by Pecora or approved equal. � A. Concrete-to-Concrete (Horizontal Joint): NR-201 with primer. B. Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol II � � 2.02 PRIMERS: Type as manufactured by manufacturer of sealing or caulking material and completely compatible with compound. 2.03 JOINT BACKING: Rods or tape in sizes and types as recommended by manufacturer of sealing or caulking material, and completely compatible with compound. CAULKING AND SEALANTS 07920 -1- ' � ' PART 3 - EXECUTION 3.01 GENERAL: A. Work shall be perfornied by experienced mechanics skilled in execution of type of work required and in application of specified materials. B. Deliver materials to job site in original containers with manufacturer's name and brand clearly marked thereon. � C. When perimeter joints around frames that are to be caulked do not have built-in stops or other means to prevent depth of compound from exceeding 1/2 inch, pack joint with back-up materials of correct type and to the depth as necessary to provide minimum 3/8" and maximum 1/2" depth of compound. — D. Materials and methods shall be as specified herein, unless they are contrary to � approved manufacturer's directions or to approved trade practice; or unless Contractor believes they will not produce a watertight job which he will guarantee as required. Where any part of these conditions occur, Contractor �- shall notify Architect in writing. Deviation from procedure specified will be permitted only upon Architect's approval and providing that work is guaranteed by Contractor as specified. � E. If, prior to beginning work, Contractor does not notify Architect in writing of any proposed changes, it will be assumed that he agrees that materials and �� methods specified will produce results desired, and that he will furnish required guarantee. 3.02 PREPARATORY WORK: A. Where weather molds, staff beads, etc., do not form integral part of frames to be caulked, but are removable, remove same prior to caulking, execute caulking, � replace molds, etc., and point. � B. Clean all joints, etc., that are to be caulked or sealed, prior to executing work. 3.03 PRIMING: When conditions of joints so require, or when types of materials used � adjacent to joints so require, or when compound manufacturer's recommendations so require, clean and prime joints before starting caulking. Execute priming operations in _ strict accordance with manufacturer's directions. " 3.04 JOINT BACKING: Joint backing shall be installed in all joints to receive sealants. F,,, Backing shall be sized to require 20% to 50% compression upon insertion, and shall be 0 � CAULKING AND SEALANTS 07920 -2- l_ I placed so that sealant depth is approximately 1/2 joint width. In joints not of sufficient depth to allow backing, install bond breaking tape at back of joint. 3.05 APPLICATION: Apply sealant and caulking material under pressure to fill joint completely, allowing no air pockets or voids. Tool the joint surface to compress the compound into the joint. 3.06 THRESHOLDS: Place all exterior door thresholds in a fill bed of sealant during setting procedures. 3.07 CLEAI�tING: Clean adjacent surfaces free of caulking and sealant and clean all work of other trades that has in any way been soiled by these operations. Finished work shall be left in a neat and clean condition. END OF SECTION CAULKING AND SEALANTS 07920 -3- � I� . . � � PAYMENT BOND Band IVo. PA6075507 + � � THE STAFE OF TEXAS COUNTY OF TARR.ANT � � KNOW ALL NiEN BY THESE PRESENTS: That we (1) NEWGENT GOLF. INC. a(2) Cornoration of FL , hereinafter call Principal, and (3) � , a corporation organized and e:cistins under the laws of the Scace and fully authorized to transact business in the State of Texas, as Surety, are hetd and firmly bound unto the City of Fort Worth, a municipal corporation or;anized and existin� under the laws a of the Stace of Te:cas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter refened to in the penal sum of : I,� u �� ONE viILLION SIX HUNDRED FOURTEEN THOUSAND FIVE HUNDRED THIRTY-NINE A1�iD 88/100.., (51.614.539.8$1 Dollars in lawful money of the United States, to be paid in Fon 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 COND[TION OF THIS OBLIGATION is such that Whereas. the Principal entered into a certain a contract with the Ciry of Fort Worth, the Owner, dated the 16T" day of September A.D. , 1999• a copy of which is hereto attached and made a pan thereof, for the construction of:: � I�I � � �� L�' � IJ L�J TEES. GREEYS ArTD FAIRWAY II�IPROVEMEt�TS A7 PECAN VALLEY "RIVER" GOLF COURSE, Project No. (s} GC16-080160520110 a copy of which is hereto attached, referred to and made a part here�f as fully and to the same extent as if copied at len�th herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE. the condition of this oblisation is such that. if the Principal shall promptiv make payment to all claimants as deftned in Article � 160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in sa'sd Contract, then th+s obli�ation shall be nutl and void, othecwise it shall remain in full force a�d effect. *The Insurance Company of the State of Pennsyivania F10 � � THE BOND IS NIADE 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 Articfe 5160, and all such claimants shall have a direct ri�ht of action under the bond as provided in Article 5160 of the Revised Civil Starutes. y �"' � � � PROVIDED FC7RTHER, that if any leaal action be filed upon this bund, venue shall lie in Tarrant Counry, State of Texas, that the said Surety, for value received, heceby stipulates and agrees that no chanQe, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanyin� the same shall in any wise affect iu obligation on this bond, and it does he;eby waive notice of any such chanQe, extension of time, alteration or addition to the [erms of [he contract or to the work to the specifications. PROVIDED FLRTHER, that no ftnal settlement between the O�vner and the Contractor shall abridse the right of any beneficiary hereunder whose cfaim may be unsatisfied. y IN WITNESS WHEREOF, this instrument is eeecuted in 6 counte:-pars each one ofwhich shali be deemed an oriQinal, this the 16T" day of Seqtember A.D., 1999. ATTEST: NEWGENT GOLF. INC. qIPAL (�) � BY: � �1��PUeLc HEIDY SIMPSON Itl2: `S► G.�$' MY COMMISSION # CC 968617 (P incipa!) Secr C�Q EXPIRES:08��9�Z p gO�C �30850 � FOF F�� $E1.,�i� & Bonding Co- �• � I-800-3-NOTARI' Fla Notary ISSIMMEE. FL 347.42 (SEAL) (Address) �• The Insurance Companv of the State of Pennsylvania � W ness as t Principal Surecy , , .. � � � « /Ull �%/YO�SS�''! �G�C7��1% BY: � ' ,' ,�' ��?.ttorney- n factj�(�j � .address Andrew F, Sti 110 �� ATTEST��,-x/�1 � � j ;ti (Surety) Secretary (SE.�L) � ' � �� ,�� -- , ��J�ct-c-� W'itness as to Suretv L (Address) 2023 Route 70 West, Cherry Hill, NJ 08002 (,�ddress) NOTE: Date of Bond must noc be prior to dace of contract ( l) Correct Name of Contractor (?) A Corporation, a Pannership or an Individual. as case ma� be (3) Correc; name of Surery (-�) IT contractor is Partnership all Parcners should execuce Bond (�) A true cop�� of Power uf Attorney shall be aaached to Bond b�� Attornev-in-Fact.. (Address) � I01 f liv��vG��u.ti !9✓� Li✓�NGSTo.ti N J o�6�s ,' • The t�uranee Company c�f the �tate of Yennsytvaeia th New Hampsisirr Insuranc.-e Coan}�an_y Prirucipai Bond Oftice: r(Y P�ne Streec, Nev� 1'cxic, NY Ifilif} � 1 � ^'� Pt3VV�:R (Uf�� , Ci"OR�lEY No. { Vo�d vnless numtaerea in sc.-�f } iCVOW �LL 1�i�?�f BY FNFSE PBESE�3TS. ��c THE I�S[,'R;�VLE i;()�tYAZvY nE TNE STA7E C?� F'6"�I�'S�`i..v.�4i-� :u�d '�EIA' FiArv4PS}#pRE I�SCR.�NCE C`QiviP�i�X" have rnade. con�t�tute� .uad :�ppo��teai, snci by ttse�e pres��rat� cioes maF.e_ consi�t�ste srid a�+potnt Aadrew F. Stilhi, ihmnis f'. Klein, Paulette �i_ Chrisiie, Robert I.. Siletx►, Bnsce D. (:iisci�s nf t,ivingstt>�, :\3 Hs true ar►d ]aufut 3trornc+ en-lact fas ii arxt �n it� name. pla�, ar►d s[e;td t<a execute on behalf ��t the satci Cumpanr. as ;ure�c. lxrru�s, untiertakised�s :and �:c>ntrscts c3f �urr.tysh�p Cu t�e �tven tu AI,i� t�rSLIGF.,FS prov�tiect itsat rac� tat7a�d ar undertsxk�tt� or cuntrar:t ��f suretysh�p ��xecuted ut�er thss aui!^ec>rat� �a14 exeeeci �n amc��xnt the �am af ""'=*•T}vee �+4i1l�s�rj ik�tlars ($;.11�.{l(�(1.E)Q)Rt%YY. Th�s Pawer of .�cturne}' iti �ran[ed a�tel is �Y�ned an<t sea4ed Gy tx.sim9le undrs anci hv tfie �s+�thontti c>f thr Eaita�«;n� Rr.sotuc��n :xfc>pc�ci bv ehe 8oard of Uirectc�rs of the Company on the �tr dat of Januas��. 1�$� "RE,SL7[ Y�.D. s{tat t#�r t�hairm:tn of the $uard, the VtcY Ctta�nnan nf th� Bo:trd. ttte P�esrdertt �n E!ceCuitr'e `� �ce f'rrsicknt cx a Senior V�ce Pres�dent or a\ iie P2�idrni of the Ccxnpanv. be, �nd that rach or a��s {�1 ttbera� ��,. ar�th�rsz.c<P tv exccut� �'s>wera uf .4ttarne��, c�usiiftiin� che attomev in-tact named fn the nrvr.n Power uf Attor[�Y to cxe::ute �n t�ehali ofi :_he Cvm¢anr. ;ec�d� undertak�n�s and all co��[r.sets of tiuretyshi�. and that an A��stant Vace Prr,s+dent, a Secretar� dar an .�»��tant Secrctary ix, ancl ah:�t e�e:h or :trt�� uf ehem hereb4 u. authanzed so attest �hre execUtson �� a�nv sach Pave: ��Y� _�ttorne� arx3 t� :u[;xch theretu ttrr >esi n1 che Company FE;RTNER f2�SQLV�D. thac thc ce�nature� o► such officer� and thc seai c�� the Comp:snv ma� t�e aCfixc�l tc, :�ny �uch P��wea o( �ittUrney a� r.� ;ut�� eerei�ica[e refatin� thereco by fac�{mi�e, a�x1 anY such Power uf Ati�lrney ��r cenifsc�te he�nnQ �uch tacs:miie s�gnatures cir facs�mile seal shall be valid :znd b�ndin� upoo tt� Ce>m�any when so �ffixed arxl in tt+r Future with re4pcct C�r anv bon�f. nncie.rraicyn� or ctmtract c�f surr. tysh�p to wh�ct� iC �s attacbed " if� wirnec� V:'here«f. The Insu�anc:e Cornpartti <�f ttce State af F'ennsyl�ania and ticw� }{ampsh:re ;nsc�r�nce t="��mpam ha; causetl +tti offici�! ,eaf to be hereunto affixed, snd these �resenta to be ,��ntd b� cmr of rt� �r�+ee Pre��d�nts. �,� ��'� ., _ :`��''),►�, : � ._,�_ . ��. ST:\TE t}F �El� t'Oi2iti � COC)!��TY �:)F �tEvv' Y'0�2(i) ti� Tt�r Insaraan:e Gornpanv ot ctx. State �>f Pesznsvldiuia:� Vew 4iampshire Ensur.ence Campant Bt � . �� _ �_____ I7avi<i .). W a �, Senior V�ce F'res��ent t.UCi:.� E SAL�P.�2Q Natary %�:~��c. S�a-z c� �� Yo�k N� J � 5��97� :o� Qua°;fu�! +. ��`.`•ctx Coun(y Comm:ss„�� cxn•rps I/%Ij/�%� , �;'�,�...�,,.�%.- �-_�:�z..n. V !�OT�RY" SIGN.�TURE A�IU SFAL tREQi=IREU? /aq� ��'� �� „ `�', rP ,� �- . r�. �, On thzs �th da� .�f 1�nuar� :995 ix-ic�re me came ihe above n�med +��ffic�r a4 i�he Insurance ('umpan� of th� 5tate oi � Pcnnsylv�»�a and �et; Fiampshire InSurance Companti. to me persc>aaily known so � the ��idiviclual snd officr.r de,cnbed lieresii. 3nd acknuwled,e:i �hat tie execueed thr tvre�aito-;� �n,trument and �ffixe<i the sealti ot said corpora- ' tion� theret� b��authontv c�f hi� �ffice-��— � � � 1. E=1¢z�heth Tur1+- Sr.cret:u� of The {asur�frtce (�cfrn{�.inti ��F Chc Statc taf Vennsvfvanta arxi �e� Harn�nhcre �nsurs�ce Coonp�n� do hereb.� certif� ih�t the tore,oi+�,' and anached Pc�wer i�f :�,tturnev remains �n fut) force and has ntx been re�•c�ked. �n<1 rhereiore that thr Retoli�i�ons vt rhe Board oi D�rector�. act torth ia� ihe >;aid Powe.r qF Att<)rnt�i^. �:� r3ow rn force i�i �4'1Tt�jEtiS 44'FiFREOF 1 havt he:reuntv yet my h.�nd and ;�ftixed the [:bctiimtle tiea! �3f esc:h ax�x�ra(�[an t� j ��''�. r • �Cs�� '�`. �F: , j��«r�;, __ ct��, 2nd ��., o� iMovember ty99 i � ti"`-a�,� - ; yv . << r � •m:,�' , l� � - 1`L� . %�.<-c� i� .- '� � � .. lN�yF�+��;� f EI�.�a,bech �(. Tuc�:_ Secsetan J�VI � � Th� [r�suranc� Gomg��y nf th� � S�te o� Pennay�vania �.�w tr�. 7a Pirts Str,.a - � tJ�w Ycrx. tJ1' 1 C7D � FINANCIAL STA?'c��t i � as ct G�::.,=�IB�R ;;�, 1Sr8 � L I■� I �S��iS Borx� _......_._..._........___........._.,,.... s SCr.�s.... � :.____. _... _--•---•-• -• -•----•-- c�an i skas��aetr, t.� _...a..a..:.... �__... � i�pe� pai�r'�t ar � Ar�tniHl�s__ Fc�s hi�id !� C�dM ltsi�s ,. ��.�..._._ R�ks�ltn3�le� �abb an l�os p�r�� F.yt�Sss t+ C�tRt 4l P'c�'.'a & Asa�s:tDCrz. L�t'rCrlu2r�d N:1/'� ......---..��.......,...... LIJI�iLTf1F� �i/�.�:r.T� I�TG M � � M�i � S C''i.G77;.i0 }e�ac�c�rt iY l7nwtf�6 A'ar�itim[_....,.. Rar�r+� iflr �+�-� ?�s. �,i� L.i� aad t�s�.___.......... 27t,'.�6jia7 )'twi�i�xt tcc FMir�'.� ..............._ Z�?3.ld! Fca�ds f�'�i: {.�'�Cs! �ii7nv i1.tG.7Pi0 Tte� ��._.-_.�._ ..,......�,. T.7"1:.s�t C�es��'�� ...._.......�..__ 2?0.?�.5� C.t�c`sl �+' .._. _.... ,_..--- ...... � •-- ............,._...__.....,, � TOTJU.. c'='_T'S ........... ... .�, ..... S ;.�.; "'C� *J II� �'�� u I� Z'J'TAL �-'�� ---•,.�_...,.._._.. Tr 'AL 1�.fi�! 1J�lQ 5it1QL11'3 ,.....- S 7g,1.-,.+`%1 �.,�9t,nGt. 234�.682 �,1 �,653 3b.b?�,�t5 �96C.�4t: 5.1�S,5W 7�.�i S,'�"7 7�.a�a,7z7 t.S3i,'�"C.t"..,.t e�a�G: �sa ��scaq n�� : �:�e s� �x�rG sy ak N�G�I t�a�r�n � xauarrs w�ri�e�. s�-�..+w � eanied at 317i� i Li,S?a a 4x aC�s �+e+'i an d�qcztlaf a�ad �/ �r. G�tTi�3C.�T � �12� i,� M, i"JC?C S�at�ry ax R08flitT �:. 3QE�, C...-^nc�c,�cr af Irtsur� C��pany ct trk Stzte cf P�nr�s±ifv�ana bt� d�yr �1wc:rn �t fsx hirraaif, � ir�c � t�,�t tt�y �r. a� �.-•tt�d c�,csrr of the ��a�r�snv :r� tt�c cr� tfie 3� st uy r# cc�nsr, 1990. ttre co ,�rrr a�.�t}Y � tt�e acs�cts sr�! io�ti, it1 ttls fexe,oin� pd6c.�rhddsn snd �, axe� as t�e�s�t;'-� a�d��e, �nd �t tt� forogoR� str�rrxsr: ls axt� e��r.} cf suctt :.� �tr�d tia�ti�v d t�. C�c�r�tRy d� ti�s 31 st �y+ af �r�r', 19�E, ac�k� ��s tLs: cf ti� inf-.,rma8er� 4a�►c�ie�'� arfd b�Ii� r:�v�y. � ' �^' � � �.�-;,� � . , .. -_�_ ssA"Tc ;�,+it'�t�etS c�rc� r�,r �c � � � cn ris ttai LSy dil�ru. 1sf�, baia� m. �ers T. xa�e c� �� C! y��ana Cc�c�C.^r� M� 71�e d �R ��• •, : 1�.� r+r �.wwr+ n Dr *+r ��d c1}im {C��i,c�7'�i �seirL aat ru+�.Vs�s 4s�t ?+�.Y *�f.d r's 'r' �7C".'�'� �.« ., ,�.. .!� i�s�7 C"�e Sllfl! C! ii� .�. y..,, d..i � moss.o �7 �ac�Tki ci S� d�G � � � �� r�`�� ..�� r ��- � �_��, �� s�,� L �..-�.�c � � � t4�7 t+r.Yt. Sa. �f ►.r. 1`�ri � a -�a�s+ '.?��f i iM'nw�� tw Err� � 7ti" " '-�-�'GJ � � � .-- " % � � � � � � � � � � � � � � 1 � � � � � . • � . 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 hereina8er 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 Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability 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: $ Other 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. Aeencv Fort Worth A�ent ' 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 GC16- 080160520110 NEWGENT GaI,F. INC. CONTRAC OR By: � � �"F 1r. �. �s ¢ � Title j�I/DIY4 Date STATE OF FLORIDA COUNTY OF OSCEOLA �� § Q BEFORE ME, the undersigned authority, on this day personally appeared �1 �. (/�% �cnown to me be the person whose name is subscri to the for oing instrument, and a�edged to me that he executed the same as the act and deed of �CUI �/ /��, ,��P%C � far the purpose and consideration therein expressed and in the capacity therein � � ,�'1 GIVEN UNDER HAND AND SEAL OF OFFICE this �� day of /�IW�ii�.�l.2 • - 19_ ��. ,, t .r„��,. ��PpY ��kg, HEIDY SIMPSON � MY COMMISSION � CC 768617 8 gXPiRfS:08/1920�Z OF F�� 1-80G3-NQTARY FI�. Nota*y Smiea g B�dir.a C.o• �J _ Notary Public ' and for � the State of Florida � � O O O O � � O � � � O O a _, V . 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 GC16- 080160520110 NEWGENT GOLF. INC. CONTRACTOR � Title Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared , lrnown 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 for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of . 19 . Notary Public in and for the State of Texas � � � � � � � � � � � � � � � � a 0 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 - ❑ Uti�ities ❑ Earthwork ❑ Paving ❑ Other ❑ HVAC 1. LIST OF GOLF COURSES COMPLETED IN LAST TEN YEA.RS (PROVIDE ADDITIONAL SHEETS AS NEEDED COURSE NUNIBER COMPLETION OWNER/ DESIGNER COST NAME A,NU OF HOLES DATE PHONE # LOCATION BIDDER'S STATEMENT OF QUALIFICATIONS _�_ 0 , � a � � � � � ' 1 � � � a a a 0 0 a a 2. LIST OF GOLF COURSE RENOVATIONS COMPLETED IN LAST TEN YEARS (PROVIDE ADDITIONAL SHEETS AS NEEDED COURSE NUMBER COMPLETION OWNER/ DESIGNER ' COST NAME AND OF HOLES DATE PHONE # LOCATION � 3. LIST OF SIlViILAR PROJECTS UNDER CONSTRUCTTON OR UNDER CONTRACT AMOUNT TYPE OF ANTICIPATED NAME and PHONE NUIv�ER OF OWNER OF CONTR.ACT WORK DATE OF � CUMPLETION BIDDER'S STATEMENT OF QUALIFICATIONS _2_ a 0 � � � a 0 � � � � a D � 0 a 0 a � � 3. LIST SURETY BONDS IN FORCE ON ABOVE INCOMPLETE WORK (LIST 2): DATE OF � TYPE OF AMOUNT OF NAME AND TELEPHONE NUMBER OF CONTR.ACT BOND BOND SURETY 4. LIS�' CONSTRUCTiON SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: BIDDERS STATEMENT OF QUALIFICATIONS -3- . � il � � LJ LJ � � � CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT That this agreement, made and entered into this 16`h day of September. A.D: 1999 by and between the CITY OF FORT WORTH, a municipa] 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 NEWGENT GOLF, INC., hereinafter called Contractor. � 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: � � � � � � IJ CONSTRUCTION AND/OR INSTALLATION OF GREENS, TEES. SAND BUNDERS. CART PATH AND IRItIGATION; RENOVATION OF FAIRWAYS INSTALLATION OF SPRIGS AND SOD AT PECAN VALLEY "RIVER" GOLF COURSE ' � 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 Plans and Specifcations 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. 3. 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 240 working 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. f,i � U f�l � � 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 hue 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. 6. CONTRACTOR' S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its offcers, agents, servants and employees from and C 0 '�� l� l�l L#I i�l �� J LJ � LJ C !!� � 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 ou� 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 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 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 whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licensees, or invitees of the Owner. In the event a written claim for damages against the Contractor or its subcontractors remains unsettled at the fime 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, fmal payment to the Contractor shall not be recommended by the Director of the Department of Engineering for a period of 30 days after the date of such fmal 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-fmal payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommended fnal payment to a Contractor against whom such a claim for damages is outstanding for a period of six month following 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 fmal payment to the Contractor be made. If condition 2 above is met at any time within the six month period, the Director may recommend that the fmal payment to the Contractor be made. At the expiration of the six month period, the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. 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. �. 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. �LJ Y � r � Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all the aforesaid work, and far 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 perfonnance of this Contract, either in whole or in part, shall 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 agrees 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 agreement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the City 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 WITNESS 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 16"' day of September, A.D. 1999. �,,, RECOMMENDED BY AP ROVED B: ! �� ' DEPARTMENT OF ENGINEERING � PAR S AND COMMUNITY SERVICES " DIRECTOR , DIRECTOR � TY F F RT W H By: ' � � C Y MAN GE� � � � '�' � � � �/' _ T By: �a o�o �- ��Csva �u.. J.P , TITLE Q � • �ox �t'2,0 �SU� ADDRESS November 1960 � Revised November 1982 Revised May 1986 Revised October 1989 r � �� 5�( w�unE�� 3 �(�'� 2 � .11�iV1.-ri i � CITY SECRETARY SEAL APPR VED AS TO FORM AND LEGALITY � CITY ATTORNEY �- /7 �� C�9ritraCt 1�uthorization �i�- l� -- 9q D�te � � �� II� � L�J L�J 1 � � � THE ST.qTE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND § Bond No. PA6075507 KNOW ALL MEN BY THESE PRESENTS: That we (1) NEWGENT GOLF. INC. a (2) CORPORATIOiY ofF10Y'1dlhereinafter calI Principal, and (3)ThP TntiiranrP (:p_ nf thP St�ta apf PA. corporation or;anized and e:cisting under the laws of the State and fully authorized to transact business in the State of Teras, as Surery, are hefd and firmly bound unto the Ciry of Fort Worth, a municipal corporation or�anized and e�cisting under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: OIVE MILLION SIX HUNDRED FOURTEEN THOUSAND FIVE HUIYDRED THIRTY-NINE AND 88/100.. 1�1.614.539.881 Dollars in la�vful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS of: OBLIGATION is such that W�ereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 16T" of Seatember. 1999 a copy of which is hereto attached and made a pan hereof, for the construction of: TEES, GREEY AND FAIRWAY IMPROVEMEYTS AT PECAN VALLEY "RIVER" GOLF COURSE desi�nated as Project No. (s) GC16-080160520110, a copy of which contract is hereby attached, refened to, and made a pan hereof as fulfy and to the same extent as if copied at lenath herein, such project and construction bein' hereinafter referred to as the "work". � � NOW THEREFORE. if the Principal shall �vefl. trulv, and faithfully perform the work in accordance wich the plans, specifications, and contract documents durins the ori�inal term thereof, and any extensions thereof which may be Qranted by the Owner, with or without nocice to the Surery, and if he shall satisfy all claims and demands incurredyunder such contract, and shall fuily indemnify and save harmless the Owner from all costs and' damages � which it ma}� sutfer by reason of failure to do so, and shall reimburse and repay [he Owner all outlay and expense which the O�vner may incur in makin2 Qood anv default, then this obligation shall be void; otherwise to remain in full force and effect. D � 0 0 0 � F1 J � L �. PROVIDED FURTHER, that if any leQal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surery, for value received, heceby stipulates and a�rees that no chan�e, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanyin� 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. N 1�4'IT'�1ESS w'HEREOF, this instrument is executed in 6 counterparts zach one of which shall be deemed an oriainal, this the 16T" of Seatember. 1999. ATTEST: (Principal) Secretary '..� ��y,r a�B� , HEIDY SIMPSON � MY COMMISSION # CC 768617 �✓p.. v.� EXPIRES:OS/19/1A02 �, (SE,�L) `ore�� F1.�4'1ii -,!'y � I� ��!otary Services & Bmding Co. ��,.�,� . _ �_ .� ,. . NEWGENT GOLF. INC. PR NC � � \� 3Y: "itle: �(Z e�� ro sox -�zosso - KISSINIMEE. FL 3�t7�2 � / � ` (Address) The Insurance Company of the State of Pennsylvania �'�i Witn ss as to Pri ipal S Surety �� 0� c�omirr,�s�an � cc �Gs�� /�l' �JJi: J ' / i� / � Address BY: : ; ' � (Attorney:in-fact) (5) y ATTES�j�n� ��, �� Andrew F. Sti 110 (Surery) Secretary �, (SEAL, j �, C' Y� � � � � .�%a �� /�'' � � _�� C � � J � 1�'imess as to Suretv /O I.s� L/✓. rC� STo.ti /}vG � I u� iv C; ST a�^ NT 070 � f (Address) 2023 Route 70 West, Cherr.y Hill, NJ 08002 (.�ddressl NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an [ndividual. as case mav be (3) Correct name uf Surery (-3) If contraccor is Partnership all Par�ne;s should erecute Bond (�) A true cop� of Power of attomev shall be attached to Bond bv �ttornev-in-Fact.. F? i'he insurance Companv �►f �sr State of Pennsylv�rtia � ' ?�Iew HamQshire insurance Company I'nr►cipa! Bond Uf��e: 70 P�r�e Street. New Ycxk.. �+Y i()?7U l"'J L—' i� � �.+ � � �' PU1i�'�:it Ol�� A�I�TUK�1�1' �ia ___-- (� ad uadess numF�er�i �n a-e �i 1 K:VpW .�LL VIEN BY THFSE PRESE�3TS_ that THE IrvSt;R.�1.;VCE. i:<.)iwlf'A1�Y Uf= TH� ST:�TE s?� PE.'tilvSYl.� �:\1,-� �nd �(EW I-iA�fYSHTRE I!�SC�R.�NCE C(}MPA!�I�(' h�vc made. eonshtuteit and ap}��nte�i. :►nd hy these �r�u�ntc c1c3e� R�,�F.e. cr>nsittuze inci appoont Andrew F. Stitio, fienncs F. I{lei�, Pauiette N_ (`hristie, Rohert L_ $iieno� $ruce D_ Giis�n oi [,ivi�ston, �J rts true �nci laudesi �tuamet.on-(�x:a. Ior �t and on �t� nama:. ptace, and ste;�ci t� exetute c�n b�hatf c7t� the saut Ce>rxrpany. as ,uret�. t�aruts. undeti�kin�s :3s�d c��ntr3cts �7t tiuretvship to be uwven to Ai.I, OBLIGEFS �sov�eied that nc� r�canJ or undertak�na or cancract of wretyship exer.ute.i undcr tAi� auti►oritr shall exce�i in artx�unt the surn of *s:�:.Thrr.e �l�llion I)r.�ilars ($:r.4(X).O()().tTQi`:"��" Tti�4 Pvwec c>f .�,ttornev ds �rertteri anri ts s��ntd ar�ci seated 6� facstiresie under ar�d bv the autlivnc� of the €oitt�wznr Reso�uu�n .edoExeQ bv the $oarci ot Directc�rs of the Comp�ny on Ihe �th dar ot lanu�tn. 35�8. "RESO[..V�D, cMat ttic Chairn�ar� �iC tl�e 8c�<ud, the Vice Chazcm�n of ifi� Eioard. the P�-es�den[ a€z Executive � ice PiCS�IfIC:II (N J SCni..�r Vice E'resatfen[ or � Vice Pres�dent of the C�3mp:+nv, t�e, :u►d th�at �c:h ur stxv c�f them a�. authc�s�ze� tu execute #'<>wer5 ofi Auorne��. qualityin� rhe attornev �n-fact namee� �n the �iv�n Power c># Attornev to exec.ute sn betiaif of the Cornpany, Yx>nda undertaQ:ing� and sli c:antracts of surerysh�p: ar�d �hat arr As,istan� V�ce i'rrs�dent_ a Secretar�sr or :ia :��c�aaru Secre�ars be, :�nd thait each or ant of them tteretar i1. �uthorrted tc� attest the s�xe�t�tsc�n c>E anv uych fbwer uf .�ittcx�rtey �i��k to r[t�ch iheretu the se�l of the CompanY f�i.RTli£R 4t�SOi�VED. that ihe si�natures of s�ch e>tficers and thc seat of the C_umpanv mar tae :effixed �o sny �uch Yower o1 �ttorney or to ;uavi certificate rekatin� thereto by factiimite, �nd any s�ch Power ot aa�rney or ::ertificate Ixann� �ucY+ facs�miie signatures <tr lacs�mtle seai 5hall be val�d and bmdin� upon et�e Cr�mpany when x> aftixc:d and in elee future w�ith respecr ti7 anv bc>txi, un<lertal:�n� or c:ontract of suretystttp to whzch it is att�ched �� la witr�es� Vv'hereaf. The f��surance C<>rnpanti ot the State ui Pennsv�l�ana� and \ew Fiampshue Ynsurance C<�mpanq h�t, caused us otfic�al �eal to be hereunto sftixed, and these nresent5 tu be 17L,CiC(j �4' n(IC 9i �ts V�ce �re��drnta, �� '�'', .,��.. �;1�� . '� �� ST��TE t_3F !�iF�« Y'ORKi COUI�'Tl` (?F� 'vEVv' YORk) �, The Lnsur.�nce Cvmpany of �t�e Stace at Fennsvl4an,:� vew �iamp�hire iruurance Companv /4�fi�d�rm [3i �' / �� /�u� ly r�,.Jt,`� — -- (/ -�-- '''.�w°' �av�� t. Vva�Sen�or V'rce Pre�;iQent On thu �th da� ��P Januar•. 4998 rx�fore rne came t4�e sbcwc. naened i�fficer at ihe Insurance Cumpa��F ofi the State al P�nnsyivan�a azid tie�+ hiampshue (nse�rancr Compan}. t� me peru�nal4y k»own to kx° thr indiv�dual ar�d oftia:r eiescnbed lierein. ancl acknowled«ed rhat hc executed tt�c fore�oin;• �nstrurnent anis allixed ttir .eals �t tia�d corpor� uons rhereto b� authon�v ot hi� ��ffice ' LUC�L� E SA�=RNO �lotary =�:h�,c. S'a;e ot'tin�, York No O�SH�o7c;o� Qua'�fce�! t^ ��:'CIiC l.(�:1!'}Iy. Comm:ss�cr cxo res //�sj�� , ., �;'�.-v'--�� = �---�.-� � NOTr�FZY' SttiN:aTURE .�tvI> SEAL i KEQUIREC�) l. Ei��abeTh Tnck. Secretar} c>f The Insurunce Comp:ur� o! thr State ��f Penn1v(vanw �nci Veu Ham�nh�re lnsurance C�rnQan� do herebvi certtfv that thc tore,oin�� .�rid attached f'vwer of Atturnry rema�ns �n fu[I force :�nd hns n�t been re��c�ked: :�nA theretorc. lhat ttte �e�otuiton� �>F ih� E3oasci iif ntrc-�'tors. at.t faRh ir� the said Pow�r of Atturne��, �4 n�w tn torce I�i WITNESS WHEREOF ! hav� hereunti� tiet mv han�f and �ffixeei the facsirn�le �eal ot each eorporation . , r� `4�'?" 1 .'`(c� f j�, y��, �h�s 2nd �,r <�r Plovember i999 ��lp , G � i � a� � � ; -� � - � _ i ,�..�_ �, ,.r ;, HrfFo� Elizabt.[h �4 Tucl.. Secretarti 55v� � � �` � . The f�surancs Compiny af �a � S�ai� of Pannsy(v�nin ere�.�. ot�. �i� Plns Strsat A1�uv `!a'X. M' 1 'f...'r7Q -- --- �I�lANC1AL STATcN�N i � as c; G� :,=MB�R 31, 1Sr8 �ss�rs � ex� __....�......._........_._ .................. s $t�... �.....�._......�._._..._.—...._.... ��w '.�i '...�73._..... .... ..........«...�..� �.. ,.. �.. G�N i Si+ai-Taet°s In+�rs�....._�...... I�pr�' B��C�C ar tktiC',.iiiC� Pr�rlirf!!c._ �Fc�s�ds Fi�id L+�+ C�x]�s! ltsitt'x�s .. ,�.�....._ R�!ltAsflr� �� an Ltaa p�f�l:i F�t�sa � � y� P�s & �lst�tti0rz. ry C�etl�� ......_. ..��.......�..._. LJ �1( �.w� C� L,G77 :iC 2II,4,7: 6 Tlt,'.�d3�Tl 2,2�3D1 ?i. tC�t.7�Cc z�.rw.� Z?0.1�.5� � TOT�U,..tL�Sc'T5 ......,.....�....�...... 5 !.ES+�,,;b� � � � II� � II� I�� Lt� IL�fIES R�.�e sa � �a wa � s }�ct'rte �Y tJ�wtracS F�Srrittrn[... �... F�w�w f� �+� Taas. � ft�d l��s..._....�.......... lr�ari�i,�n trt p�ir�r'..r�ca ............._ F�ads 1�i.i� LhC�s' � �s _......_.__._ ..,.... .r... o�r � ��" _ �...._._........._ f,�x�......_.. ._._,__� ....�, �r..-.- - . ,� _� 7.��.� � �.�. � 1 Z3,Z,l9a.9C� 224�b82 3:,1'�.,6�i 9b.ST;.1 t 5 �.�.�t: C A^�,�' 7J.c,�S.�7 75.."'.a.e8.Z1 7L"'.1L S�.I�.?�L! 1� ��L135._.,.._ S 1.tT�.'�� BCCY'.r ifi7 �'L'�3 � Yi4AQ Yt Rt'w7fC.ZS� lfri :'7e St�i �JC� !Y 3t� �`T{�i � 4` kaSi7f�r Cl.:iIIT�1C':�. �' w C3lT�Oti it 5i.i� '��6 04 4it �GL� �1 3A d�l�3t� i!�C'.L77R� �Tl �►. �i`iw� 1 G E_I,Zl�S�� ri M, 'UC?C Sec.-aCry a� ROSlR� J_ 3E3�L, C..�'-rrctr�.,�ct af I�,....��:,,._:. C�sparsy a' �e St�c� cf Panr�syfrrann� beirt� d�dy �wcrn �h �x fwrraaif. o� tr�d �ys tr.�; tttsy 3r: accvs �.-��cd c�F� of �se r.k; �r,�srey :nd ttYt ctl t�e 31 sr day cf �mx", 1�94 tfx Corz,:�rry' �C.�t}Y G.��- �-- + tt�e au�ets sz� ix+� in !tt � fexa�o�tq po�t�oidst� arw �, ar,.a� as ��rsbti�.xa irxs�, �d �.� !� f�r�c+r� strarrxlr: te e�'C.� wt',�cr; Ci sttc}� a� aryd �sb�?ti�G Ct i�i Cc��Ry cr tt�s 31 st G�:y ef :�r�, 1°5E, a�i� ��s best cf ti�e� inf-..mvtben. ia�e+rie-..4e stsd �sli�'r ,�.�ve�y, '�b l � ` „+ � ' � fr :i � `�. ""�� .�i��i �C �L/� T�i['i� ��i ' c�,rx �,� ,�,r �c } s�,; Ct1 T� t t.�t C�j d i�l�iT�L 1 a'`�24, be'SC+�! IT� �[!r{ �7a �3.'1t cra�rrl cdc� at 1�artics Cas�pCrry rf � 71e� d �'+�j+r+rda d� k:�►wen b �e Rw i�rr.cv41'aa ind a�!5� �escT�/ heae�iri ad �ic►�i{� 4z�t f.Y ��.c ! � �:,...Y..,,..,. J1� 7}�fsmb Sf�t sa3J D! i� ._.�.,,,,,..+� mv�ra o� ��cxl� of vx: d5� 31 G �'T p1� .� • L" • �_ . �r �� , ��.� P_+rr�s..y� � � �+.r w -T• L^ L7hr L F�.,."'i� � lticarT )ric �. �t � Ta�i � a -�s�s+ C1�i�f w r/r�� 1a+ E..-�w� ya. iti' n . �— 06/22/1999 12:56 8174837620 F�REFRONT GOLF INC PAGE 01 . - � � STEVEN D. PLUMER D E S I.G N � A.DDENAUM NO. i (ONE) Tune 22, 1999 '�'U: Contract pocumeats PROJECT NAMF,: Pecan Val�ey G�olf Course �cnovation, Fort Worth, Texas P��AREA BY: . FOREFROI�t'J' GOLF,1NC.i Steven A. Plnm�.er Design 410� Green Osks �lvd. West Suite 141 Arlington, Tex;�s 76016 (�1� 483-741.1 Fax (817} 483-762Q NOT�CE OF CHAN(;ES I�I CONTl2ACT DOCUMENTS Tbe following changes are hercby made in the Contract Documer�ts and inso�ar as the priax Contract Doeumcnts a�c�c inconsistent herewith, the changes mcntiozzed hereir�after shall govern. Ttem No. i The Pre-Bid Cotzfercnce was heid �'or ilie cot�structioct of thc golf course at �:30 p.m., Mo�nday June 21, a999. Tl�e following items were dxscu::sed. Item No. 2 Constzuction to commence on iV�onday; Novomber 1,1999. �tcm No. 3 Proposal, page 8. Item D. shall indicate 243 calendar days ta include both Base Bid and Alternatc Bid itez�s. �tcm No. 4 Ciry of fiort Worth Gontract, item No. �, delete 240 wozking days and chan,ge to 243 ca,lendar days. END OF ADD�NDUIV� NO. � Forefrone f.n�i Inc <IOt C�reen Oaks BIvc.Wes� Suice 141 ArlinYcoa,Texas 76016 (84� 483-T�I i Fax (b4� 483-76Z9 06/•28/1999 14:15 8174837620 , .A►DDENDUi1� NO. 2 (Two) June 28, t 999 'X'O: Contract Uocuments 0 PROJECT NAME: Pe��o Valley G��I� Cou�se Iteuov�tioni Fort Woctbt� �'cxAs PREPA�I1 �Y: FOREFRQNT t�O�.F, I�TC.i Steven D. Pfumt�r Deaig�p 4�Oi Green 4�►�s Bh►d. West Su�te 14� Arl��,gton, Tezu� 7�OX6 (817) 483-7411 :�Fax (81'� 483-?620 NOTICE OF CHANCES tN CONTRACT UOCUMEIV�'S The followxz�g changes are hereby made in the Cor�txa.ct Doceunents and inso�ax as t�e p�ior Contract Documents are inconsistent herew�i�, tY�.e ch�nges me�t,io�ed hereinafter shall �overn. � Item No, ]. Seciaan 1000 Fine gra.ding, fertilizeng, d: Grassing Section G, Paragraph 4 k'eztilizers, sub sec�ion A reads: �aaz'ways, Tees and Maiataivaed R outzhs — Initia� applica�ion —10-20-20 Ag. It shall bc amended to read: Fairways, 7 ees and Maintained Rou�its — Initial application T i 0-20-20 Ag grade fertiJizer wiih 50°�� sulphur coatec urca (SCU). ,Appiication ratc 400 lbs. pzoduct per acre. Item Na 2 � Sheet 3 i of �ecar� Va�ley "Rivcr" Gol�c:owse construction p�a�s Dzainage Details d�ted June 1, i999 s�ows pipe in ovetflow structure as PV<: it shall be ADS Ck� or equal. END OF ADDEND[JM NU. 2 FOREFRONT GOLF INC PAGE 62 STEVEN D. P�UMER D E S I G N Foreffon[ C:��It 1�<. 4101 Craen Oaks Blvcl.Wast Sul�e i41 Ar1�n�ton,isxas 76A16 (81� �83-7�1 f Fax (817) 483•762� 06/30/1999 09:56 8174837620 ADD�NDUM N'O. 3 (Three) June 30, 1999 '�O: Contrnct Documenta n FOR�FRONT GOLF INC PAGE 62 STEVEN D. P�UMER D E S I G N PROJECT NAMF.: Peca� VA��ey G o� Coarse �teaov�tion, Fort'Worth, Tex�a PREPARED BY: �AREFitONT' GOL�, INC.! Stev�n D. Plam�er Design 410?� Greem O�k� Blvd. Wtat Suite 141 Arlington, T�z��a 76016 (817) 483-7411 Faa (817} 483-7620 NOTICE UF CHANGES IN CONT.[tAC'�' DOCUMENTS Tkte following ci�anges are hereby mat!e in the Contract Documents and insof2tur as t�e p�ior Cozahha�ct Aocuments are inc�)nsistent heXew�it�►, �.�e cl�aaxges �en��io�ed b�ene��el' sha�l govern. Item No. l In the Contractor's Bid Form, Unit Tlx�ee — Drainage, Sectio�n l, Sub-secdon �, reads 30" 265 L�', �Zeplace Quantity amount to 500 LF. Ytem l�io, 2 Sb�eet 31 of �ecan Valley "Rive�' Goli' Course Construction Plans Draina$e Details dated 3une 3, 1999 shows pipe in overflow structure as P��C it shall be ADS CPP or equal. Ytem No. 3 . Tn Conttactor's Bid Form, tJnit '�'hree -- Drainage, Scction 3, Sub-section c, reads CPP "T" Sectian w/C�rate. Clarification � The th,r�e i�c�s ozz t�e lalce overilow dra��nage liz�e sha11 be ihe 30" CP� "'�'" Section Inlets. The final inlet shall be a cancrete Grate Inlei at stadon no. 0+9Q as shown on Engineer's �'�ans. Item N¢ 4 Add to �ontractor's Bid Form Unit 'Th ree — Draimage, Section 3, d. Concrete Drain Jnlet � �.A�, � END OF ADll�;N 1) lt M N U. 3 /�,A, � PoraFitiar� C••!t �: , ��01 Graon Oaks {ilvd.Wasc Suke I�I /Wingto�,Texas 76016 �8�7} 483-T4t I f�x (817} �VL3-7620 06/�30/1999 11:36 8174837626 . FOREFRONT GOLF INC PAGE 02 . STEYEN D. PLUMER D E S I G N AD#�ENDLT� �iQ. 4 (�our) June 30, ] 999 '�'O: Contr�ct Uocumenta PROJECT �1,A,M�: Pecm�a'Valley C,�►i#' Coux�e RenavAtion�, Fort Worth, Texas PREPARED �Y: FARF,FRONT �:sOLF, �NG.i Steve�a D. Pl�m��r Design 41 Q1 Gt�Cri 0�11� B�vd. wat 5uite �.4]. Arlington, Ttx�s 76016 (8�7) 4$3•7411 F�►x (817) 483-7fi�0 NOiICE OF CHANGES XN CONTIi:AC'�' AOCUMENTS The �olaowi�g changes are hcrcby tzxadt: in the Contraci Documez�ts and inst�far as the grior Conu'�t Docutzients are inc�nsistent herewith, tlze chsnges me�ttioued k�ereinaftor shall gov�rn. ite� No. l Add to Contractor's Bid Form Unit Three — Dra�nage, Section 6: Sl�pi�g Headwall L,S $ /I.S � END OF ADDE�D�71V� NO. 4 froreFrohx C',<��'. t;.• �� 0� Ca+•e¢n Oaks 81Y i.�Nest Svica {ti 1 Ar{ingcon.7snas 76016 (81 � 483-7411 Fax (8l'� 483-7620 `a City of Fort Worth, Texas �1►�Ayar and Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 9/16/99 C-17643 80NEWGENT 1 of 3 SUBJECT AWARD OF CONSTRUCTIO CONTRACT TO IVEWGE GOLF, INC. FOR TEES, GREENS AND FAIRWAY IMPROVEMENTS AT PECAN VALLEY "RIVER" GOLF COURSE RECOMMENDATION: It is recommended that the City Council: Adopt the attached supplemental appropriation ordinance increasing estimated receipts and appropriations by $4,100,000.00 in the Golf Capital Projects Fund from the proceeds of the sale of Tax and Revenue Certificates of Obligation, Series 1999 for the purpose of funding improvements at Pecan Valley "River" and Meadowbrook Golf Courses; and 2. Authorize the City Manager to execute a contract with Newgent Golf, Inc. in the amount of $1,614,539.88 for tees, greens and fairway improvements at Pecan Valley "River" Golf Course. pISCUSSION: The Parks and Community Services Department/Golf Division has included the renovation of Pecan Valley "River" Golf Course and Meadowbrook Golf Course in its Capital Improvement Program. The need for these improvements had been confirmed through golfer surveys and reconfirmed by the consultant study conducted by American Club Serve. During July and August 1997, requests for proposals were submitted to golf course design and engineering firms and through the subsequent selection process, Forefront Golf, Inc. was selected and awarded a contract for such services in the amount of $186,000.00 by the City Council on January 13, 1998 (M&C C-16541). Forefront Golf, Inc. completed the course renovation construction documents in April 1999. The following bids were received on July 1, 1999, after advertisement on June 3 and 10, 1999: Descrintion Base Bid Bid Alternate 1 Bid Alternate 2 Bid Alternate 3 Bid Alternate 4A Bid Alternate 4B Bid Alternate 5 Newgent Golf. Inc. Mid America Golf. Inc. C. E. Carter Associates. Inc., $1,599,958.41 73,692.00 40,296.00 13, 500.00 42,650.00 37, 900.00 139.638.40 Botanical Technoloaies $1, 786, 707.22 73,692.00 70,148.62 18, 000.00 46, 974.56 39,434.08 168.07?�$ $1,322,169.73 62,478.00 18,217.15 7,875.00 33,000.00 28,000.00 142.800.00 $1,582,743.49 96,120.00 41,975.00 22, 500.00 33,000.00 27, 700.00 161.348.00 TOTAL $1,614,539.88 $1,965,386.49 $1,947,624.81 $2,203,028.86 l City of Fo�t Worth, Texas �✓�Ay��r And C.aunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 9/16/99 C-17643 80NEWGENT 2�of 3 SUBJECT AWARD OF CONSTRUCTIO CONTRACT TO NEWGE T GOLF, INC. FOR TEES, GREENS AND FAIRWAY IMPROVEMENTS AT PECAN VALLEY "RIVER" GOLF COURSE The base bid consists of eighteen hole renovation to include site clearing, reshaping of tees, greens and fairways for each hole, construction of two small lakes and miscellaneous bunkers, installation of two pedestrian bridges, cart trail realignment, turf and irrigation improvements. Bid Alternates are as follovirs: . , Alternate Noz 1 • Alternate No. 2 • Alternate No. 3 • Alternate No. 4A • Alternate No. 46 • Alternate No. 5 Add additional 4-inch tee mix to each tee Replace 17 acres bf existing tur� with Bermuda 41`9 Add fertilizer as a soil prep on 45 acres Add retaining wall construction to Hole No. 7 Add retaining wall construction to Hole No. 13 Add 75,885 square feet of bunker seal It is recommended that the low base bid in the amount of $1,322,169.73, and Alternate Numbers 1, 2, 3, 4A, 4B, and 5 in the amount of $292,370.15 submitted by Newgent Golf, Inc. totaling $1,614,5,39.88, be approved f.or award of �ontract. Contract time is �243 calendar days. Newgent Golf, Inc. is in compliance with the City's M/WBE Ordinance by committing to 24°/a M/WBE participation. The City's goal for this project is 23%. Th� project bu�get is as follows: • �ase Bid • Alternate No. 1 • Alternate No. 2 � Alternate No. 3. • Alternate No. 4A • Alternate No. 4B • Alternate No. 5 Total Construction Contract • DOE Inspection and Management (3%) • PACSD Administration (.5%) • `Change Orders (4�%) Total Project Budget $1,322,169.73 62,478.00 18,217.15 7,875.00 33,000.00 28,000.00 142.800.00 $1,614,539.88 48,436.00 8,073.00 64.581.12 $1,735,63�.00 . _,�� This project will not have an increased operational impact in the Municipal Golf Fund. . . City of Fort Worth, Texas �1►�Ayar Artd Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 9/16/99 C-17643 80NEWGENT 3 of 3 SUBJECT AWARD OF CONSTRUCTIO V CONTRACT TO NEWGE T GOLF, INC. FOR TEES, GREENS AND FAIRWAY IMPROVEMENTS AT PECAN VALLEY "RIVER" GOLF COURSE Pecan Valley "River" Golf Course is located in COUNCIL DISTRICT 3. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon the adoption of supplemental appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Golf Capital Impr�vement Fund. LW:k Submitted for City Manager's Office by: Libby Watson Originating Department Head: Richazd Zavala Additional Information Contact: Richard Zavala 6183 5704 5704 FUND (to) 1) GC16 1) GC16 1) GC16 1) GC16 (from) I ACCOUNT I CENTER I AMOUNT CITY SECRETARY 541200 080160520110 $2,100,000.00 p,pp�(��ED 485199 080160520110 $2,000,000.00 ��TY COUNCi�L 541200 080160520120 $2,100,000.00 � 485199 080160520120 $2,000,000.00 I S E P 16 �9� ,� � �� '� �„ty Seare4ary oE the I� it y a� Fnxt °dVorth,'fex� ��ic��ted Ordinance Nd,t�