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Home My WebLink AboutInstallation of Truck Scale & Scale House Contract & Specs 1987FEB 2 7 1987 SOUTHOLD TOWN DPW TOWN OF SOUTVOLD { SUFFCJLK COUNTY NEW YORK %I CONTRACT AND SYECIF i CATIONS FOR r_. INSTALLATION OF TRUCK SCALE AND SCALE HOUSE AT THE CUTCHOGUE LANDFILL PFOtJECT IN)O. St_HII 86-03 a TOW13-EC?AP "-)'0 R F ItP_�CI�' J. ?�1;P.PH" COUNCIL MIMEERS J� n nr fit+ . COMITRANE• Jii?` -i I� . ' erF�:C ''dDEEA!;"t r` .'.I 1.7 1�4GG Lo P '1VN� ?T� Ti':!1., SR.Jk"-.$ RIIAY14OND W. -2DWARD S JUDi IT'_H T. TERRY i' HOLZMACHER, McLEN®ON and MURRELL, P.C. Consulting Engineers, Environmental Scientists, Architects and Planners ' �.. Melville, N.Y. Riverhead, N.Y. Farmingdale, N.Y.., Fairfield, N.J. ti N INDEX ■ I2)% HOLZMACHER, MCLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS and PLANNERS INSTALLATION OF TRUCK SCALE AND SCALE HOUSE AT THE CUTCHOGUE LANDFILL SOHT 86-03 I - 1 pf 2 PAGE DESIGNATION INDEX I - 2 pages NOTICE TO BIDDERS NB - 1 page INFORMATION FOR BIDDERS IB - 7 pages BUILDER'S RISK INSURANCE, INDEMNITY, LIMITATION OF LIABILITY BRI - 1 page PROPOSAL P -A - P -D - 5 pages QUALIFICATIONS OF BIDDERS QB - 1 page CONTRACT C - 28 pages GENERAL CONDITIONS GC - 12 pages GENERAL SPECIFICATIONS GS - 7 pages SPECIFICATIONS SCOPE OF WORK SOW - 2 pages SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING.& GRADING EEB&G - 7.pages SITE WORK - TOPSOIL SPREADING & FINE GRADING TSFG - 2 pages SITE WORK - SOIL PREPARATION & SEEDING SP&S - 5 pages SITE WORK - PAVEMENT CONSTRUCTION PVT - 9 pages I - 1 pf 2 a�' � �`a f�' � _ M s A HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SOIENTtM and PLANNERS NOTICE TO BIDDERS Sealed proposals for the Installation of Truck Scale and Scale House at the Cutchogue Landfill for the Town of Southold will be received by the Town Clerk of the Town of Southold at the Town Hall, 53095 Main Road, Southold, New York, until 11:00 AM, prevailing time, on Thursday, March 5, 1987, at which time and place they will be publicly -opened and read aloud. Plans and Specifications may be examined and obtained at the following offices between the hours of 9:00 AM and 4:00 PM daily except Saturdays, Sundays and holidays: Town Clerk Holzmacher, McLendon & Murrell, P.C. Town of Southold 125 Baylis Road 53095 Main Road Suite 140 -- Southold, NY 11971 Melville, NY 11747-3895 A deposit of Twenty -Five Dollars ($25.00), payable to the Town of Southold, will be required for each copy of the Contract documents. Deposits will be returned to all bidders upon return of documents in good condition within ten (10) days following opening of bids. Each proposal must be submitted on the form provided, and must be accompanied by bid surety as stated in the Information for Bidders. The Town of Southold reserves the right to reject any and all bids. DATED: February 19, 1987 NB - 1 of 1 Judith T. Terry Town Clerk Town of Southold u HOLZMACHER, McLENDON & MURRELL, P.C. ■ 1_- CONSULTING ENGINEERS. ENVIRONMENTAL SOENTISTS nA PLANNERS INFORMATION FOR BIDDERS BIDS FOR PROJECT The Town of Southold will receive SEALED PROPOSALS for the INSTALLATION OF TRUCK SCALE AND SCALE HOUSE AT THE CUTCHOGUE LANDFILL. TIME AND PLACE OF BID Bids are to be submitted in opaque envelopes and will be re- ceived by the Town of Southold at the Town Hall, 53095 Main Road, Southold, New York, not later than 11:00 AM, prevailing time, on Thursday, March 5, 1987, at which time and place they will be publicly opened and read aloud. Use of the mails shall be at the bidder's own risk, and the bidder shall be responsible for physi- cal delivery of the bid at the time and place set for opening of bids. BID ENVELOPE All proposals and either the certified check or bid bond must be placed in a sealed envelope bearing the bidder's firm name and address, marked "INSTALLATION OF TRUCK SCALE AND SCALE HOUSE AT THE CUTCHOGUE LANDFILL, Town of Southold, Suffolk County, New York", but otherwise unmarked. If mailed, this enve- lope shall be placed in another envelope addressed to Town Clerk Judith T. Terry, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971. Use of the mails is at the bidder's risk. SPECIFICATION DEPOSITS (a) Deposits for specifications will be completely refunded to bidders who return same in good condition within ten (10) days after receipt of bids. Bidders will receive one-half of the de- posit amount for specifications returned after ten (10) days and before thirty (30) days following the bid date. (b) Deposits for specifications will be completely refunded to non -bidders who return same in good condition within 48 hours of receipt of said specifications. Non -bidders will receive one- half the deposit amount for specifications returned in good con- dition within ten (10) days following the bid date. No deposit for .specifications will be refunded to non -bidders after ten (10) days following the bid date.. IB - I of' 7 Q FtzHOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS and PLANNERS INFORMATION FOR BIDDERS (CONT -D.) SPECIFICATIONS Complete sets of specifications for the inspection of prospective bidders will be found on file with the Town Clerk, Town of Southold, 53095 Main Road, Southold, New York, -and at the office of Holzmacher, McLendon & Murrell, P.C., Consulting Engi- neers, 125 Baylis Road, Suite 140, Melville, New York. All contractors must leave their names, phone numbers and correct mailing addresses upon receipt of the specifications. Should the need arise, this address will be utilized to mail ad- dendums or other correspondence. VERBAL ANSWERS The Town, its agents, servants or employees, and the Engi- neer will not be responsible in any manner for verbal answers to any inquiries regarding the meaning of the Contract. Specifica- tions given prior to the awarding of the Contract. EXAMINATION OF SITE Bidders must satisfy themselves by personal examination of the location of the proposed work and of the actual conditions and requirements of the work, and shall not, at any time.after the submission of a proposal, dispute or complain of such esti- mate or assert there was any misunderstanding in regard to the scope of work. The contractor shall inspect the site and existing condi- tions before submitting his bid.. PROPOSAL The form of proposal contained herein shall be used in mak- ing out bids. Any proposal not in accordance with these instruc- tions, or containing bids not asked for, may be rejected. On those items in this Contract for which there is a stated maximum and/or minimum allowable bid price,- each,bidder shall be responsible for making sure that his bid falls within the stated limits. When the price'bid is lower than the minimum allowed, the bid price will be adjusted upward to the minimum allowable IB - 2 of I W H 'HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS Wd PLANNERS INFORMATION FOR BIDDERS (CONT'D.) price; and when the price bid is higher than the maximum allowed, the bid price will be adjusted downward to the maximum allowable price. As the estimates of quantities of items stated in the pro- posal are approximate only, bidders are required to submit their proposals upon and in the following express conditions, which shall apply and become a part of every proposal received. Each bidder shall fill out, in ink, in both words and fig- ures, in the spaces provided, his unit or lump sum bid, as the case may be, for each item in said Form of Proposal for which he is submitting a bid. No bid will be considered which does not include bids. for all items in the proposal, including time of completion. If the bid is not accepted by the Town within forty-five (45) days after the receipt of bids, the obligation of -the bidder under this proposal may terminate at his option, and he shall thereupon be entitled to a refund of his certified check or re- lease of his bid bond furnished by him as security with his pro- posal. BID BOND OR CERTIFIED CHECK Each proposal from a contractor shall be accompanied by a bid bond or certified check on a solvent bank of the State of New York, in the amount of five percent (5%) of the total bid. Such check shall be made payable to Francis J. Murphy, Supervisor, Town of Southold, New York, and the amount thereof shall be the measure of liquidated damages which the Town will sustain by the failure, neglect or refusal of the bidder to execute and deliver the Contract, should the Contract be awarded to him. The checks of all unsuccessful bidders will be returned upon the rejection of bids and the execution of the Contract by the parties. Also, the check of the successful bidder will be returned upon the exe- cution of the Contract and the furnishing of the required bond. . NAME OF BIDDER Each bidder must state in his proposal his full name and business address, and the full name of every person, firm or cor- poration interested in the same, and the address of every person or firm or president and secretary of every corporation inter - IB - 3 of - 7 if - IH� HOLZMACHER, McLENDON & MURRELL, P.C. �1 CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS wd PLANNEM INFORMATION FOR BIDDERS (CONT'D.) ested with him. If no other person be so interested, he must distinctly state that fact, and that his proposal is made without any connection directly or indirectly with any other bidder for the work particularly mentioned in his proposal; that it is in all respects without fraud or collusion, and that no person act- ing for or employed by the Town is directly or indirectly inter- ested therein, or in the supplies of work to which it relates, or in any portion of the prospective profits thereof. QUALIFICATIONS OF BIDDERS (1) The Town reserves the right to waive any informalities in, or reject, any and all bids. The Town reserves the right to reject any and all bids which do not conform to the proposals, or upon which the bidders do not comply with the requirements of the Town as to their qualifications. (2) All bidders must prove to the satisfaction of the Town that they are reputable, reliable and responsible, and that they possess the necessary qualifications to successfully deliver the proposed equipment, and that they have performed and completed successfully similar work to an extent which, in the opinion of the Town, will qualify them by experience to perform the work which is proposed. (3) In determining the qualifications of a bidder, the Town will consider his record in the performance of any contracts en- tered into by him for the work contemplated or of similar nature, may make such investigation as it deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Town all such information and data for this purpose as the Town may request. (4). The Town shall be the sole judge of the qualifications of the bidders and of the merits thereof, and reserves the right to reject any bid if the record of the bidder in the performance of contracts, payment of bills and meeting of obligations to sub- contractors, material men or employees is not satisfactory to the Town, or if the evidence submitted by or the investigation of such bidders fails to satisfy the Town that he is properly quali- fied to carry out the obligations of the contract and to complete the work contemplated therein. (5) The Contract award will be made to the lowest respon- sive, responsible bidder, in accordance with New York State Gen- eral Municipal Law, Section 103. IB - 4 of -'7 t12"HOLZMACHER, McLENDON & MURRELL,, P.C. CONSULTING, ENGINEER& ENVIRONMENTAL SOIENTISTS.IM PLANNERS INFORMATION FOR BIDDERS (CONT -D.) PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND' Simultaneously with his delivery of the executed contract, the successful bidder must deliver to.the Town executed bonds in the amount of one hundred percent (100%) of the accepted bid as a security for the faithful performance of his contract and for the payment of all persons performing labor or furnishing materials in connection therewith, prepared on the Standard Form of Bond of American Institute of Architects A-311, and having as surety thereon such surety company or companies as are acceptable to the Town and as are authorized to transact business in the State of New York. SIGNATURE OF CONTRACTOR The bidder to whom a contract may be awarded shall attend at the office of the Town, with the sureties offered by him, within seven (7 ) days after the date of notification by mail of the ac- ceptance of his proposal, and there sign the contract in quadru- plicate for the work. In case of failure to do so, the bidder shall be considered as having abandoned the same, and the check accompanying his pro- posal shall be forfeited to the Town, or the penalty of the bid bond shall be invoked. CONTRACTOR'S INSURANCE The contractor shall not commence any work, until he has ob- tained and had approved by the Town all of the insurance speci- fied and required in the contract. WAIVER OF IMMUNITY The bidder's attention is hereby directed to the require- ments of the Gerera l Mkiricipa.l Law of the State of New York and, in,particular, to Section 103-a of the General Municipal Law re- c,ard,rig "Waiver_ of Immunity", as indicated on Page C-8 of the RESPONSIBILITY FOR BIDDER Attention is hereby particularly directed to the provisions of the contract whereby the contractor will be responsible for IB - 5 of -7 Iq V HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENWNEERS. ENVIRONMENTALSCIENTtgM mA PLANNERS INFORMATION FOR BIDDERS (CONT'D.) any loss or damage that may occur to the material or any part thereof during its delivery; and also whereby the contractor shall make good any defects or faults due to materials or work- manship within twelve, (12) months after its delivery, placement and acceptance. In order to secure the performance of the covenant of the contractor, the Town shall require a Maintenance Bond during the period of one (1) year from the date of the Engineer's final pay- ment request. Work is required to be completed to the satisfaction of the Engineer and in substantial accordance with the specifications hereunto annexed. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK i IB - 6 of 7 CONTRACT REQUIREMENTS Each public work contract to which the State, a public benefit corporation, a municipal corporation or a commission is a party and which may involve the employment of laborers, workmen or, mechanics, shall comply with the requirements of Article 8 CSections 220-223) of the New York State Labor Law% No laborer„ worker or mechanic in the employ of the contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by the contract shall be permitted or required to work more than eight hours in any one calendar day or more than five days in any one week except 1n the extraordinary emergencies set forth in the Labor Law .or, where a dispensation is granted by the Commissioner of Labor. CSee Section 220.23 Each laborer, worker or mechanic employed by the contractor or subcontractor shall be paid not less than the prevailing rate of wages as indicated on the wage schedule provided by the Department, Bureau of Public Work. The prevailing rate of .wage shall be annually determined no Fater than thirty days prior to July first of each year. The prevailing rate of wage for the period commencing July first of such year through June thirtieth, inclusive, of the following year shall be the rate of wage set forth in such collective bargaining agreements for the same period, including those increases for such period which are directly ascertainable from such collective bargaining agreements in the annual determination. CSee Section 220.33 3. It shall be the duty of the department of Jurisdiction to file with the fiscal officer, the classification of workers, mechanics and laborers to be employed on a public work project, together with a statement of the work to be performed by each classification. CSee Section 220.3-a) 4. The contractor and every subcontractor shall post in a prominent and accessible Place at the work site a statement of all wage rates and supplements to be paid or provided for the various classes of mechanics, workers or laborers. (See Section 220.3-a) No employee shall be deemed to be an apprentice unless individually registered in a program registered with the New York State Department of Labor. The allowable ratio of apprentices to Journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his work force on any ,Job under the registered program. Any employee who is not registered as above, shall be paid the prevailing wage rate for the ,Journeyman classification of work actually performed. The contractor or subcontractor will be required to furnish written evidence of the registration of his program a"nd apprentices as well as of the appropriate ratios and wage rates for the area of construction, prior to using any apprentices on the contract work. (See Section 220.3-e3 Ca) No contractor, subcontractor, nor any person acting on his behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the.employment relates. CSee Section 220-eCa)) / Cb) No contractor, subcontractor, nor any person acting on his behalf, shall in any manner., discriminate against or intimidate any employee on account of race, creed, color, disability, sex or national origin. CSee Section 220- eCb73 NOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital status or, religion. I:c) There may be deducted from the amount payable to the .contractor, under the contract a penalty of five dollars for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the contract. CSee Section 220-eCc)) Cd) The contract may be cancelled or terminated by the State or municipality, and a I I moneys due or to become due thereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of the anti- discrimination sections of the contract. CSee Sec. 220-eCd)) PW -3 (10-x.84]. . IB - 7 of 7 (1 of 26) ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STATE INTRODUCTION: Below are the major provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or mechanic is permitted to work on a public work project no more than eight hours a day and no more than five days in a week, except in case of extraordinary emergency such as fire, flood or, danger to life or property. You may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for laborers, workers and mechanics employed on a public work project shall be not less than those listed in the current prevailing rate schedule for the locality where the work is performed. If a prevailing rate schedule for the project has not been provided to the prime contractor by the department of ,Jurisdiction Ci.e.,the governmental entity awarding the public work contract], or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who must make written application to the Bureau of Public Work, Labor Department, Building No. 12, State Office Building Campus, Albany, New York 12240 The prime contractor is responsible for any underpayments of prevailing wages op- supplements rsupplements by its subcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts of payroll records, showing for each person employed on public work, the following: 1. Name, 2. Address and phone number, 3. Soci al Securi ty number, 4. Occupati ona l classifications in which worked, S. Hourly wage rate paid, S. Supplements provided, 7. Daily and weekly number of hours worked in each classification, S.Deductions made, 9. actual wages paid. When payroll records are requested by the Commissioner each payroll record must be affirmed as true under the penalties of perjury which means a notarized signature to that effect. Such records must be kept on the site of the work when the contractor or subcontractor does not maintain a regular place of business in New York State and the amount of the cont.ract exceeds *25,000. All other, contractors and subcontractors must l within five days after request produce at the work site the orignal payrolls or transcripts. The original payrolls or transcripts must be preserved for three years from the date of completion of the project. POSTING: The current prevailing rate schedule must be posted in a prominent and accessible place on the site of the public work project. PW19 C_6-857... • IB - 7 of 7 (2 of 26_) CContinued] NOTICE TO CONTRACTORS CContinued) APPRENTICES: Employees cannot be paid apprentice rates if they are not individually y registered under a program or agreement registered with the Commissioner, of Labor. The contractor or, subcontractor will be required to furnish written evidence of the registration of its program and apprentices and of the appropriate ratio. The allowable ratio of apprentices to Journeymen in any craft classification can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any job under the registered program. An employee listed on a payroll as an apprentice, who is not registered as above, must be paid the prevailing Journeymen's wage rate for that classification of work. WITHOLDING OF PAYMENTS: When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract may be witheld from the prime contractor in sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must be added at between S and IS percent of the amount due. In addition, an order directing the payment of wages or supplements may assess a civil penalty of up to 25 percent of the amount due. DEBARMENT: When final determinations have been made against a contractor or subcontractor in two instances within a six-year period determining that it wil.Ifully failed to pay • or provide the prevailing rate of wages or, supplements, such contractor or subcontractor will be ineligible to bid on or be awarded a public work contract for a period of five years from the second final determination. CRIMINAL SANCTIONS: Wilful violations of the Prevailing Wage.Law CArtiCle a of the Labor Law) consistitute a misdemeanor punishable by fine or imprisonment, or both. DISCRIMINATION: No employee or applicant for employment may be discriminated against on account of age, race, creed, color, natio.nal origin, sox, disability or marital status Every employer subject to the New York State Human,Rights Law must conspicuously post at its offices, places of employment or employment training centers, notices furnished by the State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing worker's compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in farm prescribed by the Workers' Compensation Board. Employers liable for contributions under the Unemployment Insurance Law must con,S,pi cuous IV post not! ces furni shed by _t_he State Department of Labor. All employers must post in a prominent place a sign informing workers of their Right to Know about toxic substances found in their workplace CArticle 2a of the Labor Law]. PW is cs-as)... IB — 7 of 7 (3 of 26) doom: letter2b r OVERTIME and HOLIDAY INFORMATION OVERTIME C A ) Time and one half of the hourly rate after 7 hours per day. C B ) Time and one half of the hourly rate after 8 hours per day. C C ) Double the hourly rate after 7 hours per day. C D ) Double the hourly rate after a hours per, day. C E J Time and one half of the hourly rate on Saturday. C F ) Time and one half of the hourly rate on Saturday and Sunday. C G ) Time and one half of the hourly rate on Saturday and Holidays. C H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays. C I ) Time and one half of the hourly rate on Sunday. C J ) Time and one half of the hourly rate on Sunday and Holidays. C K ) Time and one half of the hourly rate on Holidays. C L ) Double the hourly rate on Saturday. C M ) Double the hourly rate on Saturday and Sunday. C N ) Double the hourly rate on Saturday and Holidays. C 0 ) Double the hourly rate on Saturday, Sunday and Holidays. C P ) Double the hourly rate on Sunday. C 0 ) Double the hourly rate on Sunday and Holidays. C R ) Double the hourly rate on Holidays. C S ) Two and one half times the hourly rate for Holidays, if worked. C T ) Triple the hourly rate for Holidays, if worked. C U ) Four times the hourly rate for Holidays, if worked. C V ) Incluiha benefits at SAME PREMIUM as shown for overtime. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted in overtime condi ti ons. /i/ SEC220:PARA 2. "Each contract.... shall contain a stipulation that no laborer, workman or mechanic.. .shall be permitted or required to work more than eight hours in any one calander day or, work more than five days in any one week except in case of extraodinary emergency.... Whenever such an "EMERGENCY DISPENSATION"Cemphasis added) is granted, all work in excess of eight hours per day, and five days per week shall be considered overtime work., and...shall be paid a premium wage commensurate with the premium wages prevailing in the area in which the work is performed." HOLIDAYS The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. C 1 ) None. C 2 ) Labor Day. C 3 ) Memorial Day and Labor Day. C 4 ) Memorial Day and July 4th. C S ) Memorial Day, July 4th and Labor Day. C 6 ) New Years Day, Thanksgiving Day and Christmas Day. C 7 ) LincoIh'S Birthday, Washington's Birthday and Veterans Day. Ca ) Good Friday. C 9 ) Lincoln's Birthday. C 10 ) Washington's Birthday. C 11 ) Columbus' Day. _ C 12 ) Election Day. C 13 ) Presidential Election Day. C 14 ) 1/2 Day on Presidential Election Day. C 1S ) Veteran's Day. C 16 ) Day after Thanksgiving Day. C 17 ) July 4th. C 1S :)...;1/2 Oa.y --before Chri_s_tmas Day. C L.9 A. :1./2 Day before New years Day. C 20 -) Thanksgi vi ng Day. C 21 -7 -N.-ew Years Day. C 22 ) 'C,hri stmas Day. PW -201 C7 -a5) docm: letter2c IB - 7 of 7 (4 of 26) NOTICE OF ADDENDUM APPLICABLE TO ALL COUNTIES ( * I AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The law requires that for those labor contracts which expire prior to July 1 and which are not negotiated before May 31, the date for publication of the annual determination, the new collective bargaining information will be incorporated into the prevailing rate schedule by means of an addendum. This addendum will be issued by the Bureau of Public Work for those schedules where the available information is incomplete as of May 31. When you review the schedule for particular occupations, your attention should be directed to the dates above the column of rates. These dates are the effective dates of the latest collective bargining agreements for that occupation. The rates listed in that column were taken from those agreements and will remain in effect until the following JUNE 30TH. The only exception is for those collective bargining agreements which expired during the month of June. In those cases the Commissioner will publish an addendum to include the new rates determined for those occupations. These new rates will become effective 30 days after the addendum is received by the contractor. To repeat, if the schedule indicates that a collective bargining agreement expires during the month Of June or where information was not available at the time of publication you should be aware that an addendum will be published and copy of the addendum should be requested. Failure to do so may cause an improper rate to be used and result in the finding of an underpayment. PW -202 f4-85] docm: Ietter2d IB - 7 of 7 (5 of 26) VERIFYING THE REGISTRATION OF APPRENTICES Certain State and Federal Laws require that apprentices must be individually. registered as such i_n order to, be paid apprenticeship rates on Public Work. The New York State Labor Department is the official registration agency for apprentices in New York,State. No other Federal or State Agency or office registers apprentices in New York State. Each year the apprentice training central office -in Albany receives .hundreds of requests from Federal and State Agencies, Contractors, and other interested parties requesting verification of individual apprentice registrations. The following information is provided in order to clarify New York State procedures. All registered apprentices in New York State are individually registered by name, address, social security number, starting date of training, and other related data. This information is computerized and is available ONLY through the Albany Apprentice Training Central Office. Persons wishing to verify the apprentice registration of any individual should write to Frank R. Finn, Sr. Employment Consultant, New York State Department of Labor, Job Service and Training Division, Building 12, Room 140, State Office Building Campus, Albany, New York 12240. All inquiries MUST include name and social security number and will be answered in writing. The response will indicate whether or not the individual is registered, and if so, will provide other pertinent information regarding the 'registration. The only conclusive proof of ind-ividual apprentice registration is written verification from the Albany Apprentice Training Central Office. Neither Fedora-[ nor State Apprentice Training' Offices outside Albany can provide cons Iusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any individual is registered in that program. Furthermore, the existen-ce or possession of wallet cards, identification cards or copies of state forms are not conclusive proof of the registration of any individual as an apprentice. PW - 203 (4-86) IB - 7 of 7 {6 of 26} docm: latter2e PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 1 ASBESTOS WORKER WAGESCper hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Insulation/Asbestos Worker . .. .......... S 19.134 20.17 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/welfare . . . . . .. . * 2. 19 *IMP. 2. 44 *IMP Pens i on . ......... . . ... 1. 56 *%s 1. 56 * %s Annuity ............... 4.70 *apply 5.00 *apply Vacation .............. 2.38 *toSup 2.50 *toSup Listed supplements apply to ALL classifications C )Yes C x )No. 8-12 C*)Apprentice supplements appear in second column. 8-12 BOILERMAKER WAGESCper hour) 9/01/85- 9/01/86 - 8/31/86 12/31/87 Boilermaker.......... S 22.75 24.00 OVERTIME PAY: See C C ) on O'VERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 5 ) C 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. STH. 7TH. 8TH. BOY.. 65% 70% 75`/. 80% 8S% 90% 100Y. SUPPLEMENTAL BENEFITS:Cper hour worked] Health/welfare........ 7 % 8 Y. Pension ............... 10 Y. 10 Y. Apprentice Training... 10 SO Vacation .............. 7 % 7 Annuity ............... ' 15 A 15 Listed supplements apply to ALL classifications C x )Yes C )No. 8-5 GLAZIER WAGESCper hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Glazier .............. S 19.80 19.80 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:C.per hour worked) Health/welfare........; 1.26 1.26 Pens i on ....... t--" 1. 26 1.26 Apprentice Training... . 01 .01 Vacation .............. 1.32 1.57 Annuity ............... 4. 25 4.7S Listed supplements apply to ALL classifications C x )Yes C )No. 8-1087 IB - 7 of 7 (7 of 26 ) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 2 CARPENTER WAGESCper hour) 9/01/85- / / - 8/30/86 / Building:, Draper ............... 3 13.20 OVERTIME PAY: See C A, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 5, fi, 9, 10, li, 12) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........8 1.46 Pension ............... 6 `/. Listed supplements apply to ALL classifications C x )Yes C )No. 8-440 WAGESCper hour) 7/01/86- 5/30/87 Building: Floorlayer........... 20. 11,13 OVERTIME PAY: See C C ) on OVERTIME PAGE attached'. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 7 J APPRENTICES: C 1 ) year terms, at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 55% 65% 7S% 95% SUPPLEMENTAL BENEFITS:(per 'hour, worked) - See below. 8-2241/2287 ------------------------------ WAGESCper hour) 7/01/86- 6/30/87 Building: Millwright........... 19.29 - OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. - ALLOWABLE RATIO: Apprentice(s) to Journeymen C 1 7 ) -S--.0 APPRENTICE 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 55% 637.. 75% 95y SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........ S 2.67 Pension .............. 2.59 Annuity ............... 2.94 Apprentice Training... .15 Vacation... ... .... 2. 40 Listed supplements apply to ALL classifications C x )yes C )No. 8-740 ------------------------ WAGESCper hour) 7/01/86- 6/30/87 Piledriver............ 20.66 Dockbuilder... ......... 20.66 OVERTIME PAY: See C D, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen C 1 -• 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 55% 65% 75% 959,. SUPPLEMENTAL BENEFITS:Cp•er hour worked - See below. ------------------------------ 8-1456 IB -.7 of 7 (8 of 26) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bu -peau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 3 Carpenter (cont) WAGES{per hour) 7/01/86- 6/30/87 Marine Construction: Marine Di ver. .... , g 24. 52 1 1. 11Tender.... 19.11 OVERTIME PAY: See C D, 0 ) on 'OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Appren-ticeCs) to Journeymen C 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 55% 65`/. 75`/. 95.% SUP.PLEMENTAL BENEFITS:Cper hour worked - See below. 8-1456/0 WAGESCper hour) 7/01/86- 6/30/B7 Timberman .............* 19.19 OVERTIME PAY: See C D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 13 on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 7 ) SUPPLEMENTAL SENEFITS:Cper hour worked See below. 8-1536h The following Supplemental Benefits apply to the preceding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL BENEFITS:Cper hour worked) for ALL Categories Except 1st & 2nd Year ApprYntices Health/Welfare ........ * 2.67 Pension ............... 2.59 Annuity ............... 1.20 Apprentice Training.... 15 Vacation.. 1. 55 SUPPLEMENTAL BENEFITS:Cper hour, worked) for lst & 2nd Year Apprentices indentured before June 30,1984 Health/Wei fare ........ * *2.67 Pension ............... *1.55 Annuity................ * 72 Apprentice Training... * 15 Vacati on.. * 93 SUPPLEMENTAL BENE'FITS:(per hour worked) for 1st & 2nd Year Apprentices indentured after July 1,1984 Health/Welfare........ *2.67 Pension ............... *1.30 Annuity. .... * .60 Apprentice Training... Vacation...* . 78 Listed supplements apply to ALL classifications C )Yes C x )No. C * ) Apprentice supplements appear in second column.Clst and 2nd year only. All others receive ,Journeyman supplements.) 8-nyc-/supp IB - 7 of 7 (9 of .26) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 4 Carpenter Ccont.3 WAGESCper hour) 7/01/86- 6/30/87 Building: Carpenter............ ; 20.58 Heavy/Highway: Carpenter............ S 20.63 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - S ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 15T. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 40% 45'/. GOA GSA 70% 751A BOY.. 85`/. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........ $ 2.39 * 2.39 Pens i on... .... 2. 13 *Note Apprentice Training... .08 * .08 Vacation .............. 1.60 * 1.60 Annuity ............... 1.40 * 1.40 Scholarship Fund...... .01 * .01 Listed supplements apply to ALL classifications C )Yes C x )No. C*)Apprentice Benefits in second column. 1st & 2nd Year -None, 3rd & 4th. -2.13 4-SUF ELEVATOR WAGES Cper hour) 7/01/86- G/30/B7 Elevator Constructor...* 21.97 • He I per.. 16. 48 EI ev. CModerni z a t i on).. 18. 57 ll He I per.. 13. 93 OVERTIME PAY:CON5TR.See C C,M,T ) on OVERTIME PAGE attached. OVERTIME PAY:MODERN.See C B,F,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C5,6,7,11,12) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ...... ... 3 1.945 *1.945 Pension.. 1. 55 *1.55 Training Fund.. .035 * .035 Annuity-Cper work day) 8.00 *B.00 Listed supplements apply to ALL classifications C )yes C x )NO. C*)"Modernization" supplements appear in second column. 8-1 IB - 7 of 7 (10 of 26) State of New York Department of Labor PREVAILING RATE SCHEDULE Case Number 8607774 SUFFOLK COUNTY �I C * ]See NOTICE PAGE ATTACHED �Bu-reau of Public Work -7/01/86 thru 6/30/87 Published - 9/02/86 Page S ELECTRICIAN WAGESCper hour] S/03/86- 11/01/86- 11/01/86 4/27/87 Electrician.......... 22.15 22.90 Audio/Sound.......... 22.15 22.90 OVERTIME PAY: See C C, D ] on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 J on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s] to Journeymen ( 1 - 1 ] C 2 - 4 ] C 3 - 7 ] APPRENTICES: C 1 ] year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 39D. 4TH. 35% 45% 60% 70% SUPPLEMENTAL BENEFITS:Cper hour worked] Health/welfare........; 10.5 % 10.5 PehsA oh... 7. 5 Y 7. 5 Supp I . Unemp I oy. Benef i t .25 .2S Apprentice Training... .12 .12 Annuity ............... 11.S % 11.S Benefit Fund.......... 3 % 3 %' Vacation and Hol i day. 9. S % 9. S Listed supplements apply to ALL classifications C ]Yes C x )No. Note: 1st. Term Conly) Apprentice ------------------------------ NOT included in Annuity Fund Benefit. 4-2S WAGESCper hour? S/01/86- S/01/87- 4/30/87 4/30/88 Telephone Installer/Repairman * 18.22 18. a4 " Foreman........... 19.96 20.64 OVERTIME PAY: See C B, E, 0 ] on OVERTIME PAGEattached. PAID HOLIDAYS: See C 1 J on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 1 ] C 2 - 2 ] APPRENTICES: C 1 ) year terms at the following wage. 1ST. 2ND. 3RD. 4TH. S. 86 S.81 9.13 10.49 from 5/01/86 to 4/30/87 6.06 7.04 9.44 10.85 from 5/01/87 to 4/30/88 SUPPLEMENTAL BENEFITS:{per hour worked) Health/welfare ........ S 10 % 10.S% Pension ... . .... . . ..... 7.S% 7. SIA Apprentice Training... 5/8% 5/8% Annuity.. ... .. .. 12 % 12 % Benefit Fund... 3 % 3 Vacation and Hol i day.. 9.S% 9.S% Listed supplements apply to ALL classifications ------------------------------ C x ]yes"( )No. 4-25t Applicable on MAINTANENCE of traffic signals and street lighting only. WAGESCper hour] 7/01/86.- 1/01/87- 12/31/86 6/30/87 Electrician (Traffic/Street]...... 17.42 17.98 OVERTIME PAY: See C 8, G, P ] on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ] on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 1 ] C 2 - 2 ]' C 3 - 3 1 APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 40Y. 50'/, SO% 80% SUPPLEMENTAL BENEFITS:(per hour worked] Health/We I fare........ S 8 Y. 8 7. Pension. . S.5% S. S% Apprentice Training... 1/2% Benefit Fund.......... 3 Y. 3 /. Annuity ............... 9 % 9 Vacati on and Hol i days. 8..S% a. S% Listed supplements apply to ALL classifications C x ]Yes C ]No. 4-23m 113 - 7 of 7 (11 .of 26`) State of New York Department of Labor PREVAILING RATE SCHEDULE C * ]See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 6 IRONWORKER 2.07 $9.54 10. 14 10. 14 10. 75 10.75 10.75 to be SUPPLEMENTAL SENEFITS:Cper hour worked) WAGESCper hour] 1/01/86- 7/01/86- 1/01/87- Apprentice Training... .28 * .28 at at 6/30/86 12/31/86 6/30/87 Structural........... Benefit Fund... ....... 1. 75 *1. 40 date. 3 17.45 An An Riggers.. ......... 17.45 Additional Additional Machinery Movers...... 17.45 .1.-10 1. 10 " Er'e c t ors . . . . 17.45 is is OVERTIME PAY: See C 8, E, 0 ] on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 ] APPRENTICES: C 1/2 ] year terms at the following wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 2.07 $9.54 10. 14 10. 14 10. 75 10.75 10.75 to be SUPPLEMENTAL SENEFITS:Cper hour worked) 2.36- Health/Welfare ........ g 2.00 *2.00 to be to be Pension... .... 3. 20 *3. 20 a I I otted allotted Apprentice Training... .28 * .28 at at Vacation .............. 3. 40 *2. 40 a a Annuity.. ......... 5.00 *2.50 later later Benefit Fund... ....... 1. 75 *1. 40 date. date. Listed -supplements apply to ALL classifications C )Yes C x ]No. (*)Apprentice supplements appear in second column. ------------------------------ 8-40/361 WAGESCper hour] 7/01/86- ]Yes C )No. 8-5'80 6/30/87 Reinforcing.......... 22.63 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 5 ] APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 40% 75`/. 85`/. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........* 1.745 *1.745 Pension ............... .985 * .985 Apprentice Training... .08 * .08 Vacati on .............. 2. 00 *app 1 y`/. Annuity ............... 3.50 *applyY. Scholarship Fund...... .04 * .04 Listed supplements apply to ALL classifications C' ]Yes C x ]No. C*) Apprentice supplements appear in second column. ------------------------------ 8-46 WAGESCper hour.] 1/01/86- 7/01/86- 1/01/87- 6/3.0/86 12/31/86 6/30/87 Ornamental.. ........ 17.40 Additional Additional Chain Link Fence...... 17.40 85 .85 OVERTIME PAY: See C D ] on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ] on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs] to Journeymen C 1 - 4 ] APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2140. 3RD. 4TH. 5TH. 6TH. 60% 65% 70'/. 80% 90% 95% SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........ * 2.07 to be to be Pension ............... 2.36- allotted allotted Apprentice Training... .25 at ate. Vacation ............... 2.50 later later Annuity ............... 4.60 date. date. Listed supplements apply to ALL classifications C x ]Yes C )No. 8-5'80 IB - 7 of 7 (12 of 26) PREVAI'LI'NG RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 7 LABORER WAGESCper hour] 7/01/86- 6/30/87 Building Laborer: All Classifications...* 16.25 OVERTIME "PAY: See C A, O ] on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ] on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour_ worked] Hea I th/We I fare........ 3 2. 35 Pens i on............ 2. 58 Vacation.. ........ 1.00' Legal ................. 15 Training... .. .... 25 Listed supplements apply to ALL classifications C x )Yes C ]No. 4-66. ------------------------- Laborer(Heavy/Highway): Group tt 1: Asphalt Rakers and Formsetters. Group * 2: Asphalt Shovelers and Tampers. Group at 3: Basic Laborer, Power Tool, Trackman, Landscape, Pipelayer, Jackhammer and Concrete. WAGESCper hour) 7/01/86- 6/30/87 Heavy/Highway Laborer: Group 8 1 ............. * 15.17 Group a 2 ............. 14.83 Group 2t 3.. .. .......... 13. 68 OVERTIME PAY: See C B, F. R ] on OVERTIME PAGE attached. PAID HOLIDAYS: See C5, 6, 7, 11, 12) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour worked] Health/Welfare........* 12 Y. • Pension ............... 13 `/. Vacati on. .. . .. . . .. 1.00 OtherCLegal).......... 1 Listed supplements apply to ALL classifications ( x )Yes C ]No. 4-1298 LATHER WAGESCper hour] 7/01/86- 6/30/87 Lather (Wood Wire & Rei nforci ng). _ 22.63 OVERTIME PAY: See C C, O ] on OVERTIME PAGE attached. PAID HOLIDAYS:_See C 1 ] on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s] to Jourrneymen C 3 - 5 ]- APPRENTICES- C 1 ) year terms at the following percentage of Journeyman''s Wage. 1ST. 2ND. 3RD. 40% 75% 85`/. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........s 1.745 *1.745 Pension ............... .985 * .985 Apprentice T.rai ni ng. .. . 08 *.Oa Vacation .............. 2.00 *apply% Annuity .........:..... 3.50 *apply''/, Scholarship Fund...... .04 * .04 Listed supplements apply to ALL classifications C )Yes C x ]No. * Apprentice supplements appear in second column. 8-46 - IB - 7 of7 (13 of 26') PREVAILING RATE SCHEDULE C )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4.C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 8 MASON/TILE/TERRAZZO WAGESCper hour) 1/01/86- 5/31/86 Building: Bricklayer............ 3 20.14 OVERTIME PAY: See C C, R ) on OVERTIME PAGE attached. PAID HOLIDAY: See .0 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 750 hours) terms at the following percentage of Journeyman's Wage. 1ST. 2ND. 3RD. 4TH. STHCSOOHR) 6THCSOOHR3 50`//. 60% 70% 80% 90`/. 95% SUPPLEMENTAL SENEFITS:Cper hour worked) Hea I th/We I fare.....::. * 1.88 *1.88 Pension............... 2.S4 *2.64 Apprenti c T r a i n1 ng... :'20 * .20 Annuity ............... 2.05 * 50 Listed supplements apply to ALL classifications C x )Yes C .)No. C * ) Apprentice Benefits appear in second column 8-NYOC WAGESCper hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Cement Finisher....... 18.55 Additional OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 50% 60% 70Y.. 80% 90`/. 95% SUPPLEMENTAL BENEFITS:Cper hour worked) . 'Health/Welfare . .. . . .. . $ 2. 11 1.40 Pension. .. ... . 2.60 to be Apprentice.Training... .09 allotted Annuity ............... 3.15 later Listed supplements apply to ALL classifications C x )Yes, C )No. .4-780 WAGESCper hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Building: Plasterer ............. 17.85 Additional OVERTIME PAY: See C A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper h.our worked) Hea 1 th/We 1 fare........ $ 4. 50 75 P@ h S t O h'. ..... - -- to be Apprentice Training... .01 allotted Vacation.. 2. 72 at later Scholarship Fund...... .01 date. Listed supplements apply to ALL classifications C x )Yes C ]No. 4-852 IB 7 of 7 (14 of 26) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED 4 State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 9 L 0 Mason CCOht) WAGESCper hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Building: Mosai c & Terrazzo Worker.. 19.95 Additional OVERTIME PAY: See C B, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour worked) Hea I th/We I fare........ S 1. 48 71 Pension.. .. 3.25 allotted Supp. Unemp I oy. Benefit. .4S later. Listed supplements apply to ALL classifications ( x )Yes C )NO. 8-3 WAGESCper hour) 1/01/86- 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Building: Mosaic and Terrazzo Helper..... 18.11 Additional Additional OVERTIME PAY: See C B, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:(per hour worked).-- Health/Welfare........; 1.48 .79 80 Pens i on... .. 2. 90 to be to be Supp.UnemploY.Behefit. .45 allotted allotted Vacation .............. 50 later. later. Listed supplements apply to.ALL classifications C x )Yes C )No. 8-35 WAGESCper hour) 12/02/85- 5/25/86 Building: Tile Setter........... 19.03 OVERTIME PAY: See C A, O ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:(p.er hour worked) Health/Welfare ........ S 2.18 Pension . . . . . . . . . . . 2.2S Vacation .............. 1.625 Listed supplements apply to ALL classifications C x )Yes C )NO. 8"-52 WAGESCper, hour) 5/26/86- 12/01/86 6/01/87- 11/30/85 5/31/87 5/29/88 Building: Tile Layer Helr p e..... Z 18.36 18.36 18.36 OVERTIME PAY: See .0 A. O ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare ........ 8 1.7S 1.7S 1.75 Pens ion ............... 1.42 1.42 1.42 Annui.ty..... .. ...... 1.00 1.9S 3.20 Listed supplements apply to ALL classifications C x )Yes C )No. 8-88 IB - 7 of 7 (15 of 26). State of New York Department of Labor Mason (cont.] PREVAILING RATE SCHEDULE C )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 10 WAGESCper hour) 7/01/86- 6/30/87 WaterprooferCMason) and Tuckpointer..... $ 19.90 SandblastingCMasoh)... 18.95 SteamcleahingCMason).. 18.30 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - S ) APPRENTICES: C 1 ) year terms at the following percentage,of Journeyman's wage. 1ST. 2913. 3RD. 55% 70% 85% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare .... .... $ 1.7S *1.7S Pension.. . - ' - ... 3.00 *1.7.S Benefit Fund. ......... 10 Y. * .69 Training Fund. .. .... .. .08 * .0a Annuity ............... 2.00 * .55 Listed supplements apply to ALL classifications C )Yes C x )No. C*)Apprentice supplements appear in second column. 4-66w WAGESCper hour) 1/01/86- 7/01/86- / / - 6/30/86 Stone Mason........... $ 21.50 OVERTIME PAY: See C A, M ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........$ 2.75 Pens On - -- Ahnuity............... 2.00 Listed supplements apply to ALL classifications C x )Yes C )No. 8-33 WAGESCper hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Stone Setter.......... $ 20.47 20.86 OVERTIME PAY: See C C, M ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 55% 55% 60% 65Y. 70Y. 80% 90% 957. SUPPLEMENTAL SENEFITS:Cper hour worked) Hea I th/We 1 fare........ $ 1.70 1.7S Pens i on.. .. .... 1. 80 2. 00 Security Benefit.....: .6o 60 Apprentice Training... .10 .10 Vacati on .............. 2. 00 2. 00 Annuity ............... 4.2S 4.50 Listed supplements apply to ALL classifications C x )Yes C )No. 8-84 IB - 7 of 7 (16 of 26) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED • State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 11 Mason (co.nt..I - WAGESCper hour] 7/01/86- 1/01/87- 12/31/86 6/30/87 Derrickman/Rigger.... & 19.11 Additional OVERTIME PAY: See C C, O 3 on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 3 on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 3 APPRENTICES: C 1/2 3 year terms at the following percentage of Journeyman's Wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 50`//. 60% 70'/. 80% 90 Y. 90`/. SUPPLEMENTAL eENEFITS:C'per hour worked] Health/Welfare........ * 1.S3 .89 Pension ....... 2. 42 to be Apprentice Training... .30 allotted Vacation .............. 2. so at later Annuity............... 5.00 date. Listed supplements apply to ALL classifications C -x )Yes C )No. 8-197 WAGES(per hour) 1/01/86- 6/30/86 Building: Marble Sawyer, Rubber & Polisher......... ... 18. 58 OVERTIME PAY`: See C B 3 on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 8, 10, 15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:(per hour worked.) Health/Welfare ......... $ 96 • Pens i on. 1. 18 Supp. Unemp 1 oy. Benefit. 10 Vacation .............. 2.10 Annuity . . . . . . . . .. .. ... .2. 50 Listed supplements apply to ALL classifications ( x ]Yes .( )No. 8-1 WAGESCper hour) 1/01/86 6/30/86 Building: Marble Cutters Setters ............. 16.75 OVERTIME PAY: See C B ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 8, 10, 15 1 on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cpr hour worked) Health/Welfare........; 9'6 Pension... .. 1.18 Supp. Une.mp I oy. Benef.i t. .90 Vacation..... ....... 2. 50 3 Annuity_ ............. 3.50 e Listed supplements apply to ALL classifications C x )Yes C )No. 8-4 IB - 7 of 7 (17 of 26'} PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8,607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 12 Mason Ccont...J WAGESCper'hour) 1/01./86- 6/30/86 Marble Helper......... S 16.'47 Crane Operator........ 16.47 Marble Rigger.......... 16.47 OVERTIME PAY: See C B ] on OVERTIME PAGE attached. PAID HOLIDAY: See C S, 6, 8, 10, 1S ] on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........ 96 Pens i on... .. 1. 18 Supp. Unemp Ioy. Benefit. 4S Vacation .............. 2.70 Annuity ............... 3.40 Listed supplements apply to ALL classifications C x )Yes C )No. 8-10 PAINTER WAGESCper hour) 4/01/86- 6/30/86 Stee 1 : Stee I ............ 20. s0 •' SpraY............ 22. 00 " Sandblasting....'. 22.00 •' 'Power Tool. ...... 22. 00 OVERTIME PAY: See C A, E, 0 J on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 J on.HOLIDAY PAGE attached. ALLOWABLE PATIO: ApprenticeCs) to Journeymen C 1 - 10 J APPRENTICES: C 1 J year terms at the.following percentage of Journeyman's wage. 1ST. 2ND. S 0 A fi ;7 SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 13 Pension... .... 1.10 Apprentice Training... 1/2 Vacation .............. 6 Annuity ............... it Y. Listed supplements apply to ALL classifications C x ]Yes C ------------------------------ ]No. 8-806 WAGESCper hour) 2/01/86- 7/31/86 Drywall Taper......... S 18.61 OVERTIME PAY: See C C, O ] on OVERTIME PAGE attached.. PAID HOLIDAY: See C 1 ] on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked), Health/Welfare ........$ 2.17 Pension . . . . ... . . . . . . . .71 Vacation...,........... 9 Annuity... 10 Apprentice Training... .O1 Listed supplements apply to ALL classifications C x )Yes C. ------------------------------ `)NO. 8.-1974 IB - 7 of . 7 {18 of 261' Y A PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 13 Painter (cont) WAGES per hour) 5/01/8.6- 3/31/87 Brush .................. 17.68 " Structural Steel/Sridge 21.72 - Spray, Scaffold........ 19.76 Sandblasting............ 21.72 Paper Hanger........... 17.68 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C 1 - 5 ) APPRENTICES: C 1/2,3 year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 8.66 8. 66 65`/. 70% 80% 90% SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare ........ * 2.18 * = Y. PehSiOn............... 1.40 *1.,40 Apprentice Training... .30 * .30 Vacation .............. 1.55 * = Annuity ............... . 1.95 * = Other CLegal3......... 15 * .15 Safety & Health....... 30 .30 Listed supplements apply to ALL classifications C ]Yes C x )No. (*)1st & 2nd yr is Rate not %, H/W=1.00, Pen=1.00, AppTrg=. 30, S.& H. =. 14 C*) Other Apprentice Supplements appear in second column. 4-1486 PLUMBER WAGES per hour) 7/01/86- 1/01/87- 7/01/87- 1/01/88- 12/31/86 6/30/87 12/31/87 6/30/88 P I umber ................ * 21. 00 21. 50 22.15 22. 75 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 5 ) APPRENTICES: C 1 ) year terms at the following wage. 15T. 2ND. 3RD. 4TH. 9. 45 10. SO 13.65 14.70 for 7/01/86 to 12/30/86 9. 68 10. 75 13.9B 15.05 for 1/01/87 to 6/30/87 9.97 11.08 14.40 15. 51 for 7/01/87 to 12/31/87 10.24 11.38 14.79 15.93 for 1/01/88 to 6/30/88 SUPPLEMENTAL SENEFITS:(per hour worked) Health/Welfare ........ * 1. 74 *1.06 1. 89 *1.15 1. 94 *1. 1-a 2.00 *1. 22 Pens i on ...... ......... 3. 75 *2.36 4.20 *2.63 4. 39 *2.74 4.36 *2. 89 Apprentice Trai ni hg... . 3.8 * . 25 .38 * . 25 . 39 * .26 .39 * 26 Vacation............... 1. 30 * .7S 1.30 * 75 1. 30 * .75 1.30 * 7S Annul -by .. ........... . . 714 *.37S .714 *.375 ,as * ,4S 1.'00 * . 53 Listed supplements apply to ALLclassifications C )Yes C x )No. (*)Apprentice Clst year) supplements appear in second column. 4-775 STEAMFITTER/SPRINKLER FITTER WAGESCper hour) . 1/01/86- 7/01/86 Steam Fitter.......... * 21.85' Sprinkler Fitter...... 21.85 OVERTIME PAY: See C C, 0 3 on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 3 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 404 40Y. 50% 50% 60`/. 65% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........* 2.00 *= Y. Pension.. 1.^60 *= Y. . Security Fund:...... 2.50 Training Fund......... .07 Vacation ............... 2.00 *= Y. Listed supplements apply to ALL classifications'C )Yes C x )N o. C*)Apprentice supplements appear in second column. - 8-638s/s IB.- 7 of 7 (1'9 of 26) PREVAILING RATE SCHEDULE C * )See NOTICE PACE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thry 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 14 ROOFER WAGES('per hour) 10/01/85- 9/30/86 Roofer ............... 15.99 Waterproofer......... 15.99 OVERTIME PAY: See C A, 0, E ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PALE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 6 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 601 ' 65% 70R 75`/. BO% 85% SUPPLEMENTAL BENEFITS:Cper hour worked) Hea I th/We I fare........ S ?-.as * = Y. Pens i on . ........... .. 2. 49 * = Y. Apprentice Training... .03 * 03 Vacation .............. 2. 92 * Y. Annuity ............... 1.48 * _ % Listed supplements apply to ALL classifications C )Yes C x )No. C*) Apprentice supplements appear in second column. 4-154 SHEETMETAL WORKER Truck Dri.verCBuilding and Heavy/Highway): GROUP 1: Chauffeur and Excavation. WAGESCper hour) 1/30/86- 8/01/86: 2/10/87- WAGESCper hour) 7/01/86- 7/30/86 1/31/87 7/31/87 Truck Driver (Building and Heavy/Highway): Sheetmetal Worker.... * 21.32 23.15 24.15 OVERTIME PAY: See C C, R J on OVERTIME PAGE attached. attached. PAID HOLIDAY: See C 5, 6, 7, 11, 12 ) on HOLIDAY PAGE PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. Health/Welfare ..... eaIth/WeIfare.....3.00 *3.00 ALLOWA13LE.RATIO: ApprenticeCs) to Journeymen C 1 - 4 ) Listed supplements apply to ALL classifications C APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND.' 3RD. 4TH_. 5TH. 6TH. 7TH. 8TH. 40% 45`/. SOA 55% 6 0 A 65'. 70% 80% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........ 3 2. 152 *_ Y. 1. 75 * = 7. 1. 75 * = Y. Pens i on ............... 2. OS *_ Y. 2. 08 * = % 2. 08 * = 7. Supp I . Unemp I oy. Benef i t .11 *= V... .11 * = Y. .11 * = Y. Vacation ..:........... 1.50 *= V. 1.50 * = % 1.50 * = % Annuity ............... 2.65 *_ Y. 2.2S * = A 2.25 * = Education Fund.. .... .18 *_V. Listed supplements apply to ALL classifications C )Yes C x )No. C*)Apprent'ice supplements appear in second column. 8-28 WELDER Welder To be paid the rate of the mechanic performing the work. TEAMSTER Truck Dri.verCBuilding and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turnapull type trucks. GROUP 3: Other truck Driver. WAGESCper hour) 7/01/86- 6/30/87 Truck Driver (Building and Heavy/Highway): Excavation operations 15.725 Euclid type.. .. 16.125 Other Truck Driver... * 14.11 OVERTIME PAY: See C B, E, P, T ) on OVE'RTIME.PAGE attached. PAID HOLIDAY: See C 5, 6, 7, 11, 12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour wor-ked) Health/Welfare ..... eaIth/WeIfare.....3.00 *3.00 Pension ............... 2.8525 *2.50 A,nnui ty....3. 3125 *3.00 Listed supplements apply to ALL classifications C )Yes C ,x )No. C * )Appropriate supplemental benefits listed in .second co'luren. '8 - 2 8;2-," Vh of 7 (20 of 26) PREVAILING RATE SCHEDULE ( ]See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 15 SIGN ERECTOR WAGESCper hour] 7/01/86- 7/01/87- 7/01/88- 1/01/89- 6/30/87 6/30/88 12/31/88 6/30/89 Sign Erector......... ; 17. 80 18. 75 19. 50 20. 2S OVERTIME PAY: See ( A ] on OVERTIME PAGE attached. PAID HOLIDAY: SeeC 5,6,10,11,12,16 ] on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs] to Journeymen ( 1 - 1 ] C 1 - 4 ] APPRENTICES: C 1/2 ] year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. STH 10TH 40% 45% 50% 55% 60'/. 65% 70% 7SY. 80A 857 SUPPLEMENTAL BENEFITS:(per hour worked] 1st Yr 1st Yr 1st yr, 1st yr Hea I th/We I fare........ 3 7 Y. *. 41 7 Y. *. 41 7 % *. 41 7 % *. 41 Local Pension......... 8 % *2 % 8 % *2 % 8 % *2 % 8 % *2 % National Pension.... .. .43 S. 43 .46 *.46 .47 *.47 .4S *.48 Apprentice Training... .10 *.10 .11 *. 11 .12 *.12 .12 *. 12 Vacation .............. 8 % *2 % 8 % *2 % 8 % *2 '/. 8 % *2 % Annuity ............... 1. 85 *-. -- 2.00 *-. -- 2.00 *-. -- 2.14 *-. -- Listed supplements apply to ALL classifications C )Yes C x ]No. * 1st yr.Appr. Supp. appear, in second column. H/W-after 2nd yr -77.; Pen. -2nd yr. SY.. and after 3rd yr. a%; Vac. -2nd yr, 2"%, 3rd yr. 4% and 4th yr. 6%; Ann. -2nd yr, -. --, 3rd yr 1.00 per day, 4th yr. 2.00 per day, 5th Yr. 3.00 per day. 8-1 HIGHWAY STRIPER WAGESCper hour] 4/01/85- 4/01/86- / / - 3/31/86 PainterCStriping-Highway etc.]: Stri pi ng-Machi ne Oper. S 12.40 •• Helper......... 11.00 Linerman.............. 12.85 OVERTIME PAY: See C B, F, S J on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 8, 10, 11, 12, 15, 16 ] .on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked] Health/Welfare........; 8 % Pension............... 4 Y. Vacation .............. 7-% Listed supplements apply to ALL classifications C x ]Yes C ]No. 8-230 TREE TRIMMER WAGESCper hour] 1071/85- 9/30/86 Tree Trimmer: Trimmer -T 7 (start]... 3 7.75 '• -T 6 after 6 mo. 8.32 •• -T 5 •• 12 mo. B. 54 T 4 '• 18 mo.. B. 93 -T 3 24 mo. 9. 70 -T 2 •• 30 mo. 10. 14 •' -T 1 •' 36 mo. 11. 56 Ori ver, Groundsman...... 9. 53 OVERTIME PAY: See C B, E, 0 ] on OVERTIME PAGE attached. PAID HOLIDAYS: See C5, 6, 7, 8, 11, 12, 18, 19]] on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: Cper hour worked]. Health/welfare ....... • • * Contr. Provide H. & W. + 310, 000 Life Ins.. Annuity ............... .35 Holidays .............. (12 paid). Vacation - after 15 mo./l week. -after 30 mo./2 weeks. -after 10yrs/3 weeeks. - pro -rated if less than 1700 hrs.in prior year. Listed supplements apply to ALL classifications ( x )Yes C ]No. 4-10491 • State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 16 SURVEY CREW WAGES:Cper hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Survey Rates -Building: Party Chief... .. .. .. 17. 80 *1.S4 Instrument Man.. .. .. 15.67 *1. 40 Rodman/Chairman..... 10.74 *1.09 OVERTIME PAY: See C J on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: CPer hour worked] Health/Welfare........ 1.10 * to Pension. .. . ... .90 be Apprentice Training... .20 allotted Vacation .............. 1.00 at later i Annuity ............... 3.25 date. Listed supplements apply to ALL classifications C x ]Yes C ]No. 8-lsobns ------------------------------ WAGES:(per hour] 7/01/85- 7/01/86- 6/30/86 6/30/87 Survey Rates-Heavy/Hiway: Party Chief. ... . .... 17.59 *1. 52 Instrument Man.. .... 1S. 42 *1.39 Rodman/Chainmen..... 13.98 *1.09 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C J on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: CPer hour worked) Health/Welfare........ 1.10 * to Pension. .. .90 be Apprentice Training... .20 allotted Vacation .............. 1.00 at later Annuity ............... 3.25 date. Listed supplements apply to ALL classifications C x )Yes C )No. 8-1SDns DRILLING WAGES(per hour) 10/17/85- 10/16/86 Core Drilling: Driller............ S 13.90 •• Helper .......... 12.14 OVERTIME PAY: See C B, E ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 5, 6 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare ........ 3 1. 66 Pension ............... 1.30 Vacation .............. . .19 Listed supplements apply to ALL classifications C x )Yes C )No. 8-1536 ------------------------------ WAGESCper hour) 8/01/83- 8/01/84- 8/01/85 - 7/31/84 7/31/85 7/31/86 Well Driller: '• Driller.........* 15.10 Additional Additional '• •' He I per. .... 13.10 .90 .90 OVERTIME PAY: See C P ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1- 1 J C 1- 6 ) SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........ S 9 Y. to be to be Pension.. 2.75 allocated allocated Holiday Fund.......... .46 later. later. Listed supplements apply to ALL classifications C x )Yes C )No. 4-138wel.1 IB - 7 of 7 (22 of -.26;) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Department of Labor 8607774 Bureau of Public Work 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 17 POWER EQUIPMENT OPERATOR. WAGESCper hour) 7/01/86 - Building: 6/30/87 Hoist(Multiple Platform) 22.25 Lead Engineer 20.855 HoistCTandem Platform 20.63 Tower CraneCEngineer) 20.21 SideBoom TractorCUsed in tank work) 19. 915 Scoop, Carry -all, Scraper in tandem 19. 83 Boom Trucks or Cranes Cused for stone setting or structural steel) 13.78 CMI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom Tractor 19.755 Tank Work 19.13B Hoist, 2 Drum, Hoist, 3 Drum 19. 63 Backhoe,Dragline, Gradall, Pile Driver, Shovel 19. 655 Elevator, Fork Lift, Hoist, 1 Drum 19. 58 Batching PlantCon site of ,Job), Power WinchCused for stone or steel), Power Winch CTruck Mounted -used for stone or steel], Pump, Concrete 19. 555 Dredge 19.53 Roller, Trench Machine 19.455 Welding Machine, Structural Steel 19.43 Boom Truck, Crane, Crawler or Truck, ConveyorCMulti), Plant.Engineer, Stone Spreader CSelf-Propelled) 19.405 Asphalt Spreader 19.38 Fork LiftCWalk Behind, Power Operated] 19.37 Compressor(Structural Steel) 19.355 Boiler, Bulldozer, Compressor(on Crane), CompressorCPile Work], CompressorCstone setting), Concrete Breaker, Conveyor, Generator -Pile Work, Loading MachineCFront End], Maintenance Engineer,Powerhouse, Power WinchCused for other than stone or steel), Power Winch, Truck MountedCused for other than stone or steel, Pulvi-Mixer,PumpCDble Action Diaphragm), PumpsCGypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), Welding and Burning, Welding Machine CPile Work) 19. 205 Curb MachineCAsphalt or, Concrete], Curing Machine, PumpCSubmersible), Maintenance Man 19. 15 Grader 18.98 Compressor, Compressor(2 or more in battery), Generator, Mulch Machine, Pin Puller, Portable Heaters, Pump(4 inches or over), Track TamperC2 Engineers,Each), Welding Machine 18.955 Stiping Machine 18.88 BulldozerCused for excavation], Fireman, Loading Machine, Powerbroom, Vac -All 18.83 Concrete Saw or Cutter, MixerCwith Skip), Mixer(2 Small with or without Skip), PumpCUp to 3 inches),Tractor,Craterpillar or Wheel, 18. 455 ScoopCCarry-AII Scraper) 19.83 Hydra Hammer, Ridge Cutter 18.37 Bending Machine, Dinky Locomotive, GeneratOrCSmall), VibratorCl to 51, 18. 205 Power Buggies 18.08 Stump Chipper and Oiler 17.855 Mechanical CompactorCHand Operated), Trench MachineCHand) 17.83 OVERTIME PAY: See C D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5,6,7,11,12 ] on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 1 ) C 1 - 6 ] SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare....... g 2.07 Pension. . 2.75 Supp.UnempI.Behefit.. .20 Apprentice Training.. .2S Annuity .............. 2.00 Other ................ .25 Listed supplements apply to ALL classifications C )Yes C )No. 4 -138b ------------------------------ IB - 7 of 7 (23 of 261 • State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE,PAGE ATTACHED Case Number Bureau of Public Work 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY Page 18 Operating Engineer (cont) WAGES per hour) 7/01/86- 6/30/87 HEAVY / HIGHWAY: Lead Engineer 21.48 ScoopCCarry-AII,Scraper in Tandem), Tower CraneCEngineer), 20. OOS Backhoe, CraneCStOhe Setting)— CraneCStructural Steel), Dragline, Gradall, Pile Driver, Road Paver, Shovel 19.7S Batching PIantCon site of Job), Crane(on Barge), Sideboom Tractor used in tank work), Tank Work 19. 605 Hois*C3 Drum), Power WinchCTruck Mounted -used for stone or steel), Power WinchCused for stone setting and/or structural steel),Trench Machine 19.S95 Asphalt Spreader, Boom Truck, Boring MachineCother than Post Holes), CMI or Maxim Spreader, CraneCCrawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractor,Stone SpreaderCself propelled) 19.38 Boring Machine, Post Holes 19.32 Compressor(Stone Setting);CompressorCStructural Steel), Welding Machih8(structural steel) 19.265 Dredge 19.215 Work Boat 13.205 CompressorCon Crane), CompressorCPile Work), Generator -Pile Work, Hoist,2 Drum, Loading MachineCFront-End), Powerhouse, Power WinchCTruck Mounted -used for other than stone or steel),Power WinchCother than stone or struct.steel),Welding Machine,Pile Work 19.10S Mechanical Compactor, Machine Drawn, RollerCover 5 Ton) 18.92 Boi I er 18. 88 Pump, Concrete 18.84 • Comprressor(2 or more in battery 18.80 Grader 18.785 Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete, Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,l Drum, LoadingMachine, Maintenance Machine,Pulvi-Mixer, Pump(4 inches or over), PumpsCHydraulic, ,Jet, Submersible and Well 'Point), RollerCS ton and under), Scoop,Carry-AII,Scraper, Maintenance Man, Vac -All, Welding & Burning 18. 57 Generator 18.49 Portable Heaters 18.7895 Compressor, Mulch Machine, Pin Puller, PumpCOouble Action Diaphragm),Pump-Gypsum, PumpCSingle Action 1 to 33, Striping Machine, Welding Machine 18.195, Powerbroom 17.625 Concrete Saw or Cutter, Fork Lift,Walk Behind,Power Operated, Hydra Hammer, Mixer(with Skip), Mixer(2 Small with or withour Skip], Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter, 17.48 Vibrator(1 to S] 17.275 Oiler, Root Cutter, Stump Chipper, Oiler, Track TamperC2 Engineers,Each), Deck Hand 17.17 Generator(Sma11) 17.165 Bending Machine, Pump, CentrifugalCup to 3 inches), Trench MachineChand] 17. 13 Tractor,Caterpillar or Wheel 16. 955 OVERTIME PAY: See C D, O ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 7, 11, 12 J on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 1 ) C 1 - 6 ) SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ 3 2.07 Pension.... 2.7S Suppl.Unemploy.Benefit .20 Apprentice Training... .25 Annuity ............... 2.00 other.. ........... -25 Listed supplements apply to ALL classifi.cations -(,-x ')Yes C ]No. 4-138h IB - 7 of 7 (24 of 26) State of New York Department of Labor MARINE CONSTRUCTION WAGESCper hour) Hydraulic Dredge: Leverman Engineer Ma i nt. Engi neer Derrick Oper. Chief Mate on Dredge Mate DeckHand Oiler Fireman Shoreman Boat Captain Tug Boats: Tug Master Tug Captain Tug Chief Engineer Tug Engineer Tug Dockhand PREVAILING RATE SCHEDULE C :See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8607774 4C-7/01/86 thru 6/30/87 Published - 9/02/86 SUFFOLK COUNTY 10/01/85- 9/30/86 16. 41 16. 24 16. 01 16. 24 16. 01 15. 00 13. 36 13. 84 13. 84 13. 36 15. 10 ------------------------- 15. 78 15. 10 15. 38 15. 10 13. S2 ------------------------- Dipper and Clamshell Dredges: Operator 16.69 Craneman 16.24 Engineer 16.56 Mai nt. Engi neer 16. 01 Mate 15. 00 Dockhand 13.52 0 I err 13. 84 Boat Master 15. 78 Boat Captain 15.10 ------------------------- OVERTIME PAY: See C B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 10, 1S ) on HOLIDAY PAGE attached. The following SUPPEMENTAL'BENEFITS apply to all to ALL classifications of the above HYDRAULIC, DIPPER, CLAMSHELL DREDGES and TUG BOATS. SUPPLEMENTAL BENEFITS:Cper hour worked.) Health/Welfare ........ $ 1.43 Pension............... .90 Vacation .............. 7 4-25a WAGES(per hour) 10/01/85- 9/30/86 Drill Boat: Engi neer 17. 77 Blaster 17. SS Driller-Welder/Mechanic 17.78 Fireman 17.78 Oi I er 17. 01 Helper 17.01 OVERTIME PAY: See C B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 10, 15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare........$ 1.43 1.43 Pension ............... .80 .90 Vacation .............. one day for 20 days workedCfor both periods) Listed supplements apply to ALL classifications C x )Yes C )No. OCCUPATIONS APPLICABLE TO BUILDING AND HEAVY/HIGHWAY SCHEDULES I3 - 7 of 7 (25 of 26) 4-25/3 Page 19 STATE OF MEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS'- ALBANY, N.V. 12240 TWO or MORE WILLFUL DETERMINATIONS 12/18/86 DOL 8/07/91 Emerson & Lewis Company, Inc. Page 1 LIST OF EMPLOYERS INELIGIBLE TO 8I0 ON OR BE AWARDED ANY PUBLIC WORK Under Article 8 of the Labor Law, if within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wage law, they are debarred, that is, they are ineligible to submit a bid on, be awarded, or participate as a contractor on any public work contract let by the State, any Municipal corporation, or public body for a period offive years from the dated of debarment. Below is a list of the employers who have been debarred. CONTRACTOR Number Date Date Fiscal Barred of of 1st of Last Officer Until Determ's Wilful Wilful Csee Note:J A. N. C. Heating and Air Conditioning Inc. C 6 J 1/28/85 1/28/85 DOL 1/28/90 104 North Duane Ave., Endicott, N.Y. Warren Brown and Associates, Inc. C 2 J 4/04/86 4/09/86 DOL 4/09/91 602 West De I even Ave., Buffalo, N.Y. 10566 Mid -State Elec. C 2 J 5/11/84 11/2/84 DOL 11/2/89 1914 Dwyer Ave., Utica, N.Y. J.Tuzzolo & Co. C 2 J # * NYC -DOL 5/10/89 136 Elton St., Brooklyn, N.Y. Signet Construction COrp C 2 J 5/11/82 6/20/84 NYC 6/20/89 Paul M. Me I I on Co. Inc. C 2 7 6/03/85 6/12/85 DOL 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.Y. 10566 Melco Construction Corp. C 2 J 5/14/86 6/27/86 DOL 6/27/91 1334 Gun Hi l I Road, Bronx, N.Y. 10469 Moss Electric air Conditioning Corp. ( 2 J 5/21/82 6/26/86 NYC 6/26/91 The Hull Corporation C 2 J 1/03/86 8/07/86 DOL 8/07/91 Emerson & Lewis Company, Inc. C 2 J. 9/27/85 9/09/86 DOL 9/09/91 Route 12 South, Oxford, N. V. 13830 29 Ridge Road Contracting, Inc. C 2 J 3/18/86 9/18/86 DOL 9/18/91 1539 New.Hyde Park Drive, New Hyde Park, N.Y. 11040 Breeze Contractors, Inc. C 2 J 9/18/86 9/29/86 DOL 9/29/91 136 Nicolas Road, Nesconset, N.V. 11767 Superior Paving COrporation C 2 3 10/21/86 ,10/21/86 DOL 30/21,/91 1491 Nelson St., Schenectady, N.Y. 12306 Nollam Contracting Co.Inc. C 2 J 6/03/85 6/12/85 DOL ** 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.Y. 10566 Beaver Building Corp. C 2 J 1/2/86 12/10/86 DOL 12/10./86 Note: * Tuzzolo had a willful] determinations rendered against them on 1/30/84 by NYC and 1 additional on 5/10/84 by DOL. ** Date was computed by adding 265 days during which a stay was effective to the 5 year debarred period. Note: Where the Fiscal Officer is denoted -NYC", the information has been provided by the New York City Comptroller's Office, the agency issuing the determinations. Any questions regarding these listings should be addressed directly to the Comptroller. The Bureau of Public Work of the New Vork State Department of Labor will respond with regard to listings where the Fiscal Officer is listed as "DOL". Reviewed and Approved: NYS Dept of Labor, Counsel l; Oate:12/16/86 docm:debarred `R - "7 o.f 7 - (26 of 26) H HOLZMACHER, McLENDON & MURRELL, P.C. . CONSULTING ENGINEERS. ENVIRONMENTAL SCIENrusaw PLANNERS BUILDER'S RISK INSURANCE, INDEMNITY,. LIMITATION OF LIABILITY BUILDER'S RISK INSURANCE The contractor shall purchase and maintain during the course .of construction, until issuance of the Final Payment Request, an "ALL RISK" Builder's Risk coverage insurance policy in the full amount of the Contract. The policy shall name as co -insureds the CONTRACTOR,. the TOWN OF SOUTHOLD, SOUTHOLD TOWN BOARD, HOLZ- MACHER, McLENDON & MURRELL, P.C., and each of their officers, em- ployees and agents. The original copy of the policy shall be de- livered to the Town of Southold, stamped "PREMIUM PAID". INDEMNITY The contractor and all subcontractors performing work in connection with this contract shall HOLD - HARMLESS, INDEMNIFY and DEFEND the TOWN and ENGINEER, their consultants, and each of their officers, agents and employees, from any and all liability, claims, losses or damages arising out of, or alleged to arise from, the contractor's or subcontractor's negligence or inten- .tional torts in the performance of the work described in the Con- tract documents, but not including liability that may be due to the sole negligence of the TOWN, ENGINEER, or their officers, agents or employees. The contractor agrees to INDEMNIFY AND HOLD HARMLESS the TOWN and the ENGINEER, their consultants and each of their offi- cers, agents and employees from any and all liability for any in- tentional torts committed by the contractor, his subcontractors ,or his agents. LIMITATION OF LIABILITY The contractor and all subcontractors agree to limit the li- ability of the TOWN and the ENGINEER, due to the Engineer's pro- fessional.negligent acts, errors or omissions, such that the to- tal aggregate liability of the Engineer to those named shall not exceed Fifty Thousand Dollars ($50,000) or 5% of the Contract -award amount, whichever is greater. BRI - l of 1 H�WHOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS a d PLANNERS PROPOSAL TO THE TOWN BOARD of the TOWN OF,SOUTHOLD, SUFFOLK COUNTY, STATE OF NEW YORK: BIDDER'S DECLARATION: The undersigned, as Bidder, declares that the only person or persons interested in this Bid or Proposal as principal or principals is or are named herein, and that no other person than herein named has any interest in this Proposal or in the Contract proposed to be taken; that this Bid or Proposal is made without any connection with any other person or persons mak-. ing a Bid or Proposal for the same purpose; the Bid or Proposal is, in all respects, without fraud or collusion; that he has ex- amined the site of the work, the Form of Contract and Specifica- tions and the Drawings therein referred to, and has read the No- tice to Bidders, Information for Bidders and General Conditions hereto attached and fully understands all the same; that he pro- poses and agrees, if this Proposal is accepted, that he will con- tract with the TOWN BOARD of the TOWN OF SOUTHOLD in the Form of Contract accompanying this Bid, to perform all the work required in accordance with the Plans and as mentioned in said Form of Contract, Specifications, Notice to Bidders, Information for Bid- ders and General Conditions, and he will accept in full payment, therefore, the following sums to wit: P -A HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS And PLANNERS PROPOSAL (CONT'D.) INSTALLATION OF TRUCK SCALE AND SCALE HOUSE AT CUTCHOGUE LANDFILL Gentlemen: TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK BID DATE: March 5, 1987 The undersigned bidder has carefully examined the Contract Documents and the site of the proposed truck scale and scale house, and will provide all necessary labor, materials, equip- ment, supplies and incidentals called for by said Contract Docu- ments in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer for the base bid, with the exception of Contingency Item No. 1, of: BASE BID: CONTINGENCY ITEM NO. 1: (Dollars) (Dollars) TOTAL BID (SUM OF BASE BID & CONTINGENCY ITEM NO. 1): (Dollars) THE ENGINEER/OWNER HEREBY RESERVES THE RIGHT TO ACCEPT AND/OR REJECT ANY COMBINATION OF BASE BID AND CONTINGENCY ITEM LISTED WHICH CONSTITUTES A PART OF THIS PROPOSAL. ALL WORK SHALL BE COMPLETED WITHIN 110 CALENDAR DAYS (SATURDAYS, SUNDAYS AND HOLIDAYS INCLUDED) FROM THE DATE OF SIGN- ING THE CONTRACT. . LIQUIDATED DAMAGES FOR DELAYS BEYOND THE COMPLETION DATE. SHALL BE THREE HUNDRED FIFTY DOLLARS ($350.) PER DAY FOR EACH AND EVERY CALENDAR DAY (SATURDAYS, SUNDAYS AND HOLIDAYS INCLUDED). BIDDER: BIDDER'S ADDRESS: TELEPHONE: '(DAY) : (NIGHT) : (EMERGENCY) : SIGNED BY: DATE: TITLE: P -B - 1 of 2 t12MHOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS wd PLANNERS PROPOSAL (CONT'D.) The undersigned hereby acknowledges receipt of the following Addenda (if any): Addendum No. Date Signature of person, firm or corporation making this Pro- posal: (Contractor) (Title) The Town Board reserves the right to award this Contract to the lowest qualified bidder and to reject and declare invalid any or all bids deemed in the best interest of the Town of Southold. P -B - 2 of 2 HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTIM �d PLANNERS PROPOSAL (CONT'D.) Enclose certified check or bid bond for five percent (5%) of the total bid, as stipulated in the foregoing Information for Bidders. The Bidder hereby agrees to enter into a Contract within seven (7) days after due notice from the Town Board, Town of Southold, that the contract has been awarded to him and is ready for signature, such notice to be given in writing within forty- five (45) days of the date of opening of the bids, and on the signing of such contract by him to furnish the indemnifying bonds as provided in the Contract. The Bidder hereby further agrees that, in the event of his failure or refusal to enter into a contract in accordance with this bid within seven (7) days after due notice from said Town Board that the contract has been awarded to him and is ready for signature, as given in accordance with the Information for Bid- ders, and/or his failure to execute and deliver the bond for the full amount of the contract price as provided in said Information for Bidders, that the bidder's check which is herewith deposited with the Town Board shall, at the option of said Town Board, be- come due and payable as ascertained and liquidated damages for such default, otherwise said check.shall be returned to the un- dersigned. The full names and addresses of all persons and parties in- terested in the foregoing bid as principals are as follows: NAME ADDRESS NAME OF BIDDER: BUSINESS ADDRESS OF BIDDER: TELEPHONE NUMBER: (DAY): (NIGHT): DATED AT: THE DAY OF Me: HOLZMACHER, McLENDON & MURRELL, P.C. fDNWLTING ENGINEERS. ENVIRONMENTAL SCIENTISTS Md PLANNERS PROPOSAL (CONT'D.) NON -COLLUSIVE BIDDING CERTIFICATE By submission of this bid, each bidder and each person sign- ing on behalf of any bidder certifies and, in the case of a joint bid, each party thereto certifies as to its own organization, un- der penalty of perjury, that, to the best of their knowledge and belief: (1) The prices in this bid have been arrived at indepen- dently without collusion, consultation, communication or agree- ment for the purpose of restricting competition, as to any matter relating to such prices, with any other bidder or with any com- petitor; (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and (3) No attempt has been made, or will be made, by the bid- der to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting com- petition. Dated: Southold, New York w BY: 'If this bidder cannot make the foregoing certification, a statement signed by the bidder is attached setting forth in de- tail the reasons therefore: HOLZMACHER, McLENDON & MURRELL, P.C. H m. e u nun eun,uccuA iuuiGON�ENTLL=F%in5M-d MANNERS QUALIFICATIONS OF BIDDERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK The following is a list showing the name of the Owner, the location, the date of construction and/or performance, a general description of the work, and the amount of the contract of work of a similar nature constructed and/or performed ,by the under- signed, and which has been completed and in operation for a pe- riod of not less than one (1) year (minimum of five such pro- jects): ro-jests): FIRM NAME: ADDRESS: SIGNED BY: TITLE: QB - 1 of 1 P'IVl1M.1l.f1LM, Ml"ltntnw• a w.vni•«+. r_... I . uM ......� . COMSUETINO E7ICINELR& ANO EPIvINONmrmrAI SCIENTIST] CONTRACT CONTRACT IN QUADRUPLICATE FOR AT TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, dated , 19 BY AND BETWEEN THE TOWN BOARD OF THE TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK, (herein called the "Town," and (herein called the "Contractor"). WITNESSETH, that the Town and the. Contractor, in consideration of the premises and of the mutual covenants, considerations and agreements herein contained, agree as follows: This Contract is hereby awarded to the Contractor for the work and material called for under his bid in the Proposal section of the Contract and designated as Items: and if required by the Consulting Engineer, Items: for the sum of: Dollars for the unit and/or lump -sum price(s) as listed in the Proposal herein. HOLZMACHER.-MCL£NDON & MURRELL. P.C. / H:M CORP. CONSULTING ENGINEERf AND ENVIRONMENTAL SC104TIST3 CONTItACT - CONT" I). 1. CONTRACT DOCUMENTS AND DEFINITIONS The Notice to Bidders, Information for Bidders, Proposal,. General Conditions, Contract, Specifications and Plans, together with any Addenda, shall form part of this Contract, and the pro- visions thereof shall be as binding upon the parties hereto as if they were herein fully set forth. The titles, headings, head lines and marginal notes contained. herein are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit or cast light upon the interpretation of the provisions to which they refer. Whenever the term "Contract Docu- ments" is used, it shall mean and include this Contract, the Plans, Specifications, any Addenda, and the Notice to Bidders, Information for Bidders, General Conditions and Proposal. In case of any con- flict or inconsistency between the provisions of the Contract and those of the Specifications, the provisions of the Contract shall govern. WORK: The'term "Work", as used herein, refers to all of the work proposed to be accomplished at the site of the project and all such other work as is in any manner, required to accomplish the completed project, and includes all plant, labor, materials, supplies, equipment and other „facilities and acts necessary or proper for or incidental to the carrying out and completion of the terms of this Contract. The term "work performed" shall be construed to include material delivered to and suitably stored at the site of the project. EXTRA WORK: The term="Extra Work", as used herein, refers to and includes all work required by the Town which, in the judgment of the Engineer, involves changes in or: -additions to - work required by the Plans, Specifications and any Addenda in their present form. SUBCONTRACTOR The term "Subcontractor", as used herein, shall mean any person, firm or corporation applying labor and material for work at the site of the project, but not including the parties to this Contract. ENGINEER: In the performance of the work, the Town shall be represented by its Consulting Engineer HOLZMACHER, McLENDON & MURRELL, P.C., (herein ealled*ihe "Engineer"). c -Z. NOLZMACHER. MCLENDON & MURRELL. IN.C. / H2M CORP. MWIULTINO QIQINEERG MIO (NVIR0f4MCXtAL 9GQITIST7 CONTRACT - CONT 1). NOTICE - The term "Notice", as used herein, shalt mean and include written notice. Written notice shall be deemed to have been duly served when delivered to, or at the last known business address of, the person, firm or corporation for whom intended or to his, their, or its duly authorized agents, representatives or officers, or when enclosed in a postage prepaid wrapper or enve- lope addressed.to such person, firm or corporation at his, their, or its last known business address and deposited in a United States Mail Box. DIRECTED. REIQEUIRED, APPROVED, ACCEPTABLE - Whenever they refer to the work, or its performance, "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import shall imply the direction, requirement, permission, order, designa- tion or prescription of the Engineer, and "approved", "satisfied", or "satisfactory", "in the judgment of", and words of like import, shall mean approved or acceptable to, or satisfactory to, in the judgment of the Engineer. 2. SCOPE. OF THE WORK The Contractor will furnish all plant, labor, material, supplies, equipment and other facilities and things necessary or proper for or incidental to, the work contemplated by this Contract as required by, and in strict accordance with, the applicable Plans, Specifications and Addenda prepared by the Engineer and/or required by and in strict accordance with, such changes as are ordered and approved pursuant to this Contract, and will perform all other obligations.imposed on him by the Contract. 3. COMPENSATION TO BE PAID TO THE CONTRACTOR (a) Agreed -Prices: It is understood and agreed that the Con- tractor will accept as payment in _full the summation of products, of the actual quantities in place upon the completion of the work, as determined by the Engineer's measurements by the unit prices bid, no allowance being made for anticipated profit or for reason of variations from'the estimated quantities set forth in the Proposal. (b) Extra°Work and/or Changes: The Town m,ay, at any time, by a written order, and without notice to the sureties, require the performance of.such.extra work or changes in the work as it, may find necessary or desirable. The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: C- HOLZMACHER. McIENOoN d MURRELL. P.C. / H2M CORP. CON3ULnno v+alNELAs AHO ENviaOMM04TAL eaENTIM CONTRACT — CONT' D. (1) By such applicable unit prices, if any, as set forth in the contract, or (2) If no such unit prices are set forth, then by unit prices or by a. lump sum mutually agreed upon by the Town and the Con- tractor, or I (3) If no such unit prices are set forth, and if the parties cannot agree upon unit prices or a lump sum, then by actual net cost in money to the Contractor of the materials, permits, wages, or applied labor, premiums for Workmen's Compensation Insurance, payroll taxes required by law, rental for plant and equipment used (excluding small tools) to which total cost will be added twenty percent (20%) as full compensation for all other .items of profit, costs and expenses, including administration, overhead, superintendence, insurance, insurance other than Workmen's Compen- sation Insurance, material used in temporary structures, allowances made by the Contractor to subcontractors, additional premiums upon the Performance Bond of the Contractor and the use of small tools. 4. TIME OF ESSENCE Inasmuch as the provisions of this Contract relating to the time for performance and completion of the work are for the purpose of enabling the Town to proceed with the construction of a public improvement, in accordance with a predetermined program, such pro- visions are of the essence of this Contract. 5. COMMENCEMENT OF WORK The Contractor agrees that he will commence work within ten (10) consecutive calendar days after signing this Contract, and that the day he commences work shall constitute the first of the consecutive calendar days allowed for completion of the work. C-4 4 2 WXZMACHER, MCLENDON 6 MURRELL. P.C. / H2M CORP. CONSULTING ENGINEERG AND ENVIRONMENTAL SCIENT M CONTRACT - CONT'D.. 6. TIME FOR COMPLETION - The time for completion of this Contract shall be within the number of calendar days stated in the Bid Proposal and the date of such completion shall be the date of the certificate of com- pletion hereinafter specified. The Town reserves the right to order the Contractor to suspend operations when, in the opinion of the Engineer, impro- per weather conditions make such action advisable, and to order the Contractor to resume operations when weather and ground con- ditions permit. The days during which such suspension of work is in force are not chargeable against the specified completion time. 7. LIQUIDATED DAMAGES,FOR DELAY The time limit being essential to and of the essence of this Contract, the Contractor hereby agrees that the Town shall be, and is hereby authorized to deduct and retain out of the money which may be due or may become due to said Contractor under this agreement, the sum of three hundred and fifty dollars ($350.00) per day is hereby agreed upon, fixed and determined by the parties hereto as the liquidated damages, including overhead charges, services, inspector's wages, and interest on the money invested, that the Town will suffer by reason of such default, for each and every day during which the aforesaid work may be incomplete over and beyond the time herein stipulated for its completion, provided, however, that the Town shall have the right to extend the time for the-completion.of said work. 8. EXTENSIONS ,OF. TIME - NO WAIVER If the Contractor shall be delayed in the completicin of his work by reason df unforeseeable causes beyond his control and with- out his fault, or negligence, including but ,not restricted to Acts .of God or of any public enemy, acts or neglect of the Towni acts or neglect of any other Contractor, fires, floods, epidemics, quarantine restrictions, strikes, riots, civil.commotion.or freight embargoes, the period herein above specified for completion of his work shall be.extended by such time as shall be fixed by the Town. No such extension of time shall be considered a waiver by the Town of its right to terminate the Contract for abandonment or delay by the Contractor as hereinafter provided or relieve the Contractor Brom full responsibility for performance of his obliga- tions hereunder. RT C=5 ■ I� HOL.ZMACHER. MCLENDON & MURRELL, P.C. (',ON6ylTIN6 EMOINEEIIE; EMYMONYENT4 YJENTItTie rtO V4NNE11E CONTRACT - CONT'D. 9. CONTRACT SECURITY (a) The Contractor shall deliver to the Town executed bonds in the= amount of one hundred percent (1000) each of the accepted bid as a security for the faithful performance of his contract and for the pay- ment of all persons performing labor or furnishing materials in con- nection therewith, prepared on the Standard Form of Bond of American Institute of Architects A-311 and having as surety thereon such surety company or companies as are acceptable to the Town and as are authorized to transact business in the State of New York. (b) Additional or Substitute Bond(s): If, at any time, the Town shall be or become dissatisfied with any surety or sureties, then upon the Performance Bond or Payment Bond, or if, for any other reason, such bond shall cease to be adequate security to the Town, the Contractor shall, within five (5) days after notice from the Town, substitute an acceptable bond(s) in such form and sum, and signed by such other surety as may be satisfactory to the Town. The premiums on such bonds shall be paid by .the Contractor. No further payments shall be deemed due, nor shall be made, until the new surety shall have been qualified. (c) Prior to release of the Performance Bond, the Contractor shall deliver to the Town a Maintenance Bond equal to one hundred percent (1000) of the total Contract price, including all extras. This Main- tenance Bond shall remain in full force and effect for a period of one (1) year after the date of the final payment request prepared by the Engineer, and such bond, which shall be executed by the Contractor and issued by a reliable, solvent surety company authorized to do business in the State of New York shall guarantee to the Town that the Contractor shall promptly remedy any defects or faults that may occur within twelve (12) months after completion and acceptance of the work performed by the Contractor pursuant to this Contract. 10. CONTRACTOR'S INSURANCE The Contractor shall not commence any work until he has obtained and had approved by the Town all of the insurance required under this Contract, as enumerated herein: Compensation Insurance Public Liability and Property Damage Insurance Contractor's Protective Liability and Property Dainage Insurance Owner's (Town of Southold) 'and ,Engineer's .Pro- tective Public Liability and•Property Damage Insurance Automobile Public Liability and Property Damage Insurance C76 HOLZMACHER, McL£NDON & MURRELL, P.C. / H2M CORP. CAN]ULTINQ ENGINEERS ANo ENVIRONMENTAL SCIENTIST] CONTR ACr - CONT' 1). The 'contractor shall name the Town of Southold as the insured party in all policies. The Contractor shall not permit any subcontractor to.commence any operation on the site until satisfactory proof of carriage of the above required insurance has been posted with, and approved. by, the Town. (a) Compensation Insurance: The Contractor shall take out and maintain, during the life of this Contract, Workmen's Compensation Insurance for all of his employees employed at the site of the pro- ject, and in any case of any of the work being sublet, the Contractor shall require the subcontractor similarly to provide Workmen's Com- pensation Insurance for all of the latter's employees, unless such employees are covered by the protection afforded by the Contractor. (b) Public Liability and Property Damage Insurance: The Con- tractor shall take out and maintain during the life of this Contract such Public Liability and Property Damage Insurance as shall pro- tect him and any subcontractor performing work covered by this Contract for claims for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations under this Contract,' whether such opera- tions be by himself or by any subcontractor, or by anyone directly or indirectly employed by either of them, and the amounts of such insurance shall be as follows: Public Liability Insurance in the amount not less titan Five Hundred Thousand Dollars ($500,000.) for bodilyinjuries, including wrongful death to any one person, and subject to the same limit for each person in an amount not less than One Million Dollars ($1,000,000.) on account -of one accident. Property Damage Insurance in an amount not less than One Hundred Thousand Dollars ($500, 000.). for damages on account of any one accident and in an amount of not less than Two Hundred Thousand Dollars ($1,000,000.) for damages on account of all accidents. The Public Liability and.Property Damage,,Insurance shall include as additional named insureds: The Town of Southold. (c) -Liability and Property Damage Insurance: The above policies for public liability and property damage insurance must be so written as to. include Contractor's Protective Liability and Property Damage Insurance to protect the Contractor against claims arising from the operations of any subcontractor. C-7 HOLZMACHER, MGLENOON 6 MURRELL. F.C. / H2M CORP. e-.,.. — rimn runJNrrae Aria TNVIRONMO+TAL sCIENTIfT'! CONTRACT - CONT' U. (d) Owner's and/or Engineers Protective Public Liability and Property Damage Insurance: (Towci and/or Town Board, TownofCon- Southold and/or IIolzmacher, McLendon & Murrell, P.C.) The Con- tractor shall furnish to the Town with respect to the operations he or any of his subcontractors perform, a regular Protective Public Liability Insurance Policy for and in behalf of the Town & McLendon and/or Town Board, Town of Southold and/or tiolzmacher, M0Lendon. Murrell, P.C., providing for a limit of not less than $1, for all damages arising out of bodily injuries to, or death of one person and subject to that limit for each person, a total limit of $3,000,000. for all damages arising out of bodily inju- ries to, or death of, two or more persons in any one accident; , and regular Protective Property Damage Insurance providing for a limit of not less than $500,000. for all damages arising out of injury to, or destruction of, property in any one accident and subject to that limit per accident a total (or aggregate) limit of $1,000,000. for all damages arising out of injury ito, or insurancemust des- truction of property during the policy period. fully cover the legal liability of the Town and/or Town Board, Town of Southold as owner and/or Holzmacher, McLendon & Murrell, P.C. The coverage provided under this policy must not be affected if the Town and/or Engineer performs.work in connection with the project either for, or in cooperation with, the Contractor or as an aid there- to, whether the same be a part of the Contract or separate there- from, by means of its own employees or agents, or if the Town and/or Engineer directs or supervises the work to be performed by the Contractor. (e) Automobile 'Public Liability and Property Damage Insurance: The Contractor shall take, -.out and :maintain during the life of the Contract such automobile public liability and property damage insurance as shall protect him and any subcontractor performing work covered by this contract from claims for damages for personal injury, including accidental death as well as from claims for property damage which may arise from operations under this Con- tract, whether such operations be by himself or by any subcontractor, or by anyone directly or indirectly employed by either of them and the amounts of such insurance shall be as follows: HOIZMACHER. McLENDON S MURRELL. P.C. / H2M CORP. CI]NIIIETINO ENGINE RS AND ENVIRONMENTAL SCICNTINT7 CONTRACT - CONT" I). Automobile Public Liability Insurance in an amount not less than Five Hundred Thousand Dollars ($500,000.) for bodily injuries, including wrongful death by any one person, and subject to the same limit for .each person in an amount not less than One Million Dollars ($1,000,000.) on account of one accident. Automobile Property Damage Insurance in an amount of not less than One Hundred Thousand Dollars ($100,000.) for damages on account of any one accident and in in amount of not less than Two Hundred Thousand Dollars ($200,000.) for damages on account of all accidents. 11. PROOF OF CARRIAGE OF INSURANCE The Contractor shall furnish the Town with certificates of each insurer insuring the Contractor or any subcontractor under this Contract, except with respect to subdivision (d) of Paragraph 10. In respect,to this paragraph, the Contractor shall furnish the Town with the original insurance policy and a copy to the Engineer. Both certificates, as furnished, and the insurance policy, as required, shall bear the policy numbers, the expiration date of the policy and the limit or limits of liability thereunder. Both the certificates and the policy,sha11 be further endorsed to provide the Town and Engineer with any notice of cancellation at least five (5) days prior to the actual date of such cancellation. C-9 HOIZMACHER, McI.ENDON & MURREll. F.C. / H2M CORP. CONSULTING ENQjt4ELRa AND ENvIRONMQITAL SCIEWISTS CONTRACT - CONT' D. 12. COMPLIANCE WITH LABOR AND PENAL LAWS The Contractor hereby expressly agrees to comply with all the provisions of the Labor Law and any and all amendments thereto, insofar as the same are applicable to this Contract. The Labor Laws, as amended, provide that no laborer, workman or mechanic in the employ of the Contractor., subcontractor or other person doing or contracting to do the whole or a part of the work con- templated by this Contract, shall be permitted or required to work more than eight (8) hours in any one calendar day, except in cases of extraordinary emergency caused by fire, flood, or danger to life or property; that no such person shall be employed more than eight (8) hours in any day or more than five (5) days in any week, except in such emergency; that the wages to be paid for a legal day's work as hereinbefore defined, to laborers, workmen, or mechanics upon the work called for under this Con- tract, or for any materials used upon or in connection therewith, shall not be less than the prevailing rate for a day's work in the same trade'or occupation in the locality within the State where such work is to be done and each laborer, workman or mechanic employed by the Contractor, subcontractor, or other person about or upon the work shall be paid the wages herein provided; that employees engaged in the construction outside the limits of cities and villages are no longer exempt from the pro- visions of the Labor Law which required the payment of the pre- vailing rate of wages and the eight (8) hour day. Section 222 of the Labor Law, as amended by Chapters 556 and 557 of the Laws of 1933, provides that preference in employ- ment shall be given to citizens of the State of New York who have been residents of Suffolk County for at least six (6) consecutive months immediately prior to the commencement Of their employment. Each person so employed shall furnish satis- factory proof of residence, in accordance with rules adopted by the Industrial Commissioner. Persons other than.citizens of the State of New York shall be employed only when such citizens are not available. Section 222 further provides that upon the demand of the State Industrial -Commissioner, the Con- tractor shall furnish a list of names and addresses of all his subcontractors and further provides that a violation of this section shall constitute a misdemeanor and shall be punishable by a fine of not less than Fifty Dollars ($50.00) nor more than. Five Hundred Dollars.($500.00) or by imprisonment for not less than thirty (30) days nor more than ninety (90) days, or both fine and imprisonment. C-10 6 2 HOUMACHER, McLENDON '& MURRELL. P.C. / H2M COW' CX)H5ULn Na U40INELR4 AnD ENVIRONMGriAL SCIQRIST7 CONTRACT CONT' D. Section 220A of the Labor Law, as amended by Chapter 472 of the Laws of 1932, provides that before payment is made by or on behalf of the State or any City, County, Town or Village or other civil division of the State, of any sums due on account of a contract for a public improvement, it is the duty of the Comptroller or. the financial officer of the Municipal Corporation to require the Contractor and each and every sub- contractor to file a certified statement in writing, in satis- factory form, certifying to the amounts then due and owing to any and all laborers for daily or weekly wages on account of labor performed upon the work of the Contract, setting forth therein the names of the persons whose wages are unpaid and the amount due each, respectively. Section 220-B of the Labor Law, as so amended, provides that any interested person who shall have previously filed a protest in writing objecting to the payment to any Contractor or subcontractor to the extent of the amount or amounts due or to become due to. him for daily or weekly wages for labor performed on the public improvement for which the Contract was entered into, or if, for any other reason, it may be deemed advisable, the Comptroller of the State or other financial officer of the Municipal Corporation may deduct from the whole amount of any payment on account thereof the sum or sums admitted by any Contractor or subcontractor in such statement or statements so filed to be due and owing by him on account of labor per- formed and may withhold the amount so deducted for the benefit of the laborers for daily or weekly wages, whose wages are unpaid as shown by the verified statements filed by any Con- tractor or subcontractor and may pay directly to any person the amount or amounts so -shown to..be due for such wages. Section 220-C of the Labor Law, as so amended, provides the penalty for making of a false oath or verification. Section 220-D of the Labor Law provides that the advertised specifications for every Contract for the construction, recon- struction, maintenance and/or repair of highways to which the State, County, Town and/ox Village is a party shall contain the provision stating the minimum rate of hourly wage that can be paid, as shall be designated by the Industrial Commissioner, to the laborers employed in the performance of the Contract, either by the Contractor, subcontractor or other person doing or contracting to do the whole or part of the work contemplated by the Contract, and the Contract shall contain a stipulation that such laborers shall be paid not less than such hourly minimum rate of wage. Any person or corporation that willfully pays HOIZMACHER, McLFNDON 6 MURRELI. P.C. 1 V12M CORP. COM3ULrma ENGINELA& AND CNVIRONAACNTAI SCIENTIM CONTRACII' - CONT' D. after entering into such contract less than such stipulated minimum hourly wage scale shall be guilty of a misdemeanor and, upon conviction, shall be punished for a first offense by a fine of Five Hundred Dollars ($500.00) or by imprisonment for not more than thirty (30) days, or by both fine and imprisonment for a second offense by a fine of One Thousand Dollars ($1,000.00) and, in addition thereto, the Contract on which the violation has occurred shall be forfeited; and no such person or corporation shall be entitled to receive any sum or nor shall any officer, agent or employee of the 'State pay the same or authorize its payment from the funds under his charge or control to any person or corporation for work done upon any contract, on which the Contractor has been convicted of second offense in violation of the provisions of this. Section. The minimum wage rates established by the Industrial Com- missioner, State of New York, for this Contract, are as set forth in the Information for Bidders. Section 1918 of the Penal Law, as amended, provides that no person shall discharge explosives in the ground, nor shall any person other than a state or county employee regularly engaged in the maintenance and repair thereof excavate in any then existing street, highway, or public place, unless notice thereof in writing shall have been given at least seventy-two hours in advance to the person, corporation or municipality engaged in the distribution of gas in such territory. The person having direction or control of such work shall give such notice and further, he shall ascertain whether there is within one hundred feet of such street, highway or public place, or in the case of a proposed, discharge of explosives within a radius of two hundred feet of such discharge, any pipe of any person, corporation or municipality conveying combustible gas, and if any emergency involving danger to life, health or property, it shall be lawful to excavate without using explosives if the notices prescribed herein are given as soon as reasonably possible, and to disharge explosives to protect a person or persons from an immediate and substantial danger of death or serious personal in jury if such notices are given before any such discharge is under- taken. Any such work shall be performed in such manner as to avoid damage to pipe conveying combustible gas. Any violation of the provisions of this Section shall be a misdemeanor. C-12 HOILZMACHER, McLENDON 6 MURRELL. 1'.C: / H2M CORP. CONSULTING CNGINEER4 AND (.Nv1R0NMCNTAL 9CIL14TIM CONTRACT - CONT" D. 13. QUALIFICATIONS FOR EMPLOYMLNT No person under the age of sixteen (16) years, and no person currently serving sentence in a penal or correctional institution shall be employed to perform any work on the project under this Contract. No person whose age or physical condition is such as to make his employment dangerous to his health- or safety, or the health and safety of others, shall be employed to perform any work on this project; provided, however, that such restriction shall not operate against the employment of physically handi- capped persons, otherwise employable, where each person may be safely assigned to work which they can ably perform. 14. NON-DISCRIMINATION There shall be no discrimination because of race, creed or color in the employment of persons for work under this Contract, whether performed by the Contractor or any subcontractor. Neither shall the Contractor or any subcontractor discriminate in any manner against or intimidate any employee hired for the perform- ance of work under this Contract on account of race, creed or color. There may be deducted from the amount payable to the Con- tractor by the Town under this Contract a penalty of Five Dollars ($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this paragraph;. -provided that for a second or any subsequent violation of the terms of this paragraph, this Con- tract may be canceled or terminated by the Town and all monies due or to become due.hereunder may be forfeited. 15. PAYMENT OF EMPLOYEES The Contractor and each of his subcontractors shall pay each of his employees engaged in work on this project tinder- this Contract in full (less deductions made mandatory by law) in cash and not less often than once each week. C-13 HOLZMACHER, McLENDON 3 MURRELL. P.C. ■ ILS-- r�waTIN6 ENNNEEI4 ENY�NONNEMTI�L ICIEMTI�TE w00UNNEp CONTRACT - CONT'D.) 16. ESTIMATES AND PAYMENTS (a) Monthly: At the end,of each calendar month during the progress of the work, the Engineer shall make up an approximate estimate of the work done and the materials furnished, based upon the prices set forth in the Proposal. In consideration of the work done and the materials furnished, the Town will pay or cause to be paid to the Contractor the amount estimated by the Engineer as due him, less a sum equal to ten percent (10%) of such amount up to the 50% completion point, five percent (5%) thereafter, to satisfy any claims, liens or judgments against the Contractor which have not been suitably discharged. The making of any such estimate or payment made thereon shall not be taken or construed as an acceptance by the Engineer or the Town of any work so estimated and paid for. The amount of the monthly estimate remaining unpaid will be retained by the Town as a guarantee that the Contractor will faithfully and completely ful- fill all obligations imposed by the Contract and Specifications, and against any damages incurred by the Town by reason of any failure on the part of the Contractor to fulfill all conditions and obligations herein contained. All partial payments are subject to correction in any sub- sequent payment. The retained amounts shall be paid as set forth in 16(b). (b) Final Payment Request: Thirty (30) days after the Contractor shall have substantially completed the work required of it under the Contract, the Engineer will prepare a final payment request of all work done. Thereafter, the Town will pay to the Contractor the remaining amount of the Contract balance, less a sum equal to two (2) times the value of any remaining items to be completed, and less an amount necessar to satisfy any claims, liens or judgments against the Contractor which have not been suitably discharged. As the remaining items of, work are satisfactorily completed or corrected, the Town shall promptly pay, upon receipt of a requisition for these items less an amount necessary to satisfy any claims, liens or judgments against the Contractor which have not been suitably discharged. Any claims, liens and judgments referred to in this section shall pertain to the project and shall be filed in accordance with the terms of the applicable contract and/or applicable laws. (c) In order to secure the performance of the covenant of the Contractor, prior to release of the Performance and Payment Bonds, the Contractor shall deliver to the Town a Maintenance Bond equal to one hundred percent (1000) of the total contract price, including all extras. This Maintenance Bond shall remain in full force and effect for a period of one (1) year after the date of the final payment request and such , bond, which shall be executed by the Contractor and issued by a reliable, solvent surety company authorized to do business in the State of New York shall guarantee to the Town that the Contractor shall promptly remedy any defects or faults that may occur within twelve (12) months after completion and acceptance of the work performed by the Contractor pur- suant to this Contract. C-14 FIOLZMACHER, MGL.ENDON & MURRELL, F.C. / H2M CORP. CON7ULTINO ENGINEERS ANO ENVINONMOtTAL 9CIENTISTI CONTRACT - CONT' U (d) Measurements for Payment: The Engineer shall make due measurement of the work done during the progress of the work and his estimate shall be final and conclusive evidence of the amounts of work performed by the Contractor under, and by virtue of, this agreement, and shall be taken as the full measure of compensation to be received by the Contractor. When requested by the Contractor., the Engineer shall measure, re -measure or re -estimate any portion of the work; but the expense of such remeasurement or re -estimating shall, unless material error be proved, be paid for by the Contractor. 17. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by the Contractor of the final. payment shall be, and shall operate as a release to the Town from all claims and all liabilities to the Contractor for all things done or furnished in connection with this work and for every act and neglect of the Town and other relating to, or arising out of, this work, excepting the Contractor's claims for interest upon the final payment, if this payments be improperly delayed. No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under.this Contract or the Performance Bond. 18. CONSTRUCTION REPORTS The Contractor shall. -submit to the Engineer prior to the commencing of any work under this Contract a detailed schedule and plan of operation, indicating the -manner in which the Contractor proposes to prosecute the work, and a time schedule therefore. Such schedules are not intended to bind the'Contractor to a pre- determined plan or procedure, but rather to enable the Engineer to coordinate the work of the Contractor with work required of and to be performed by others. The Contractor shall furnish the Engineer with periodic esti- mates for partial payments as required elsewhere in the Contract documents and, in addition thereto, will furnish the Engineer with a detailed estimate for final payment. Prior to being eligible to receive final payment under this Contract, the Contractor shall furnish the Engineer with substantial proof that all bills for services rendered and materials supplied have been paid. The enumeration of the,above reports in no way relieves the Contractor of his responsibility under existing Federal or State laws of filing such other reports with agencies other than the Town as may be'required by such existing laws or regulations. C-15 HOIZMACHER, McLt:NOON S MURREU,., P.C. / 1QM CORP. CONSULTING 040INCERS ANO CNVINONMCNTAL 8004TISTI CONTRACT - CONT' 1). 19. INSPECTION AND TESTS All material an'd workmanship shall be subject to inspection, examination and test by the Engineer and other, representatives of the Town -at any time during the construction and at any and all places where manufacturing of materials used and/or construct - tion is carried on. Without additional charge, the Contractor shall furnish promptly all reasonable facilities, labor and materials neces- sary to make tests so required safe and convenient. It, at any time, before final acceptance of the entire work, the Engineer considers necessary or advisable an examin- ation of any portion of the work already completed, by removing or tearing out the same, the Contractor shall, upon request, furnish promptly all necessary facilities,?labor and materials for such examination. If such work is found to be defective in any material respect, due to the fault of the Contractor or any subcontractor, or if any work shall be covered over without the approval or consent of the Engineer, whether or not the same shall be defective, the Contractor shall be liable for the expenses of or such examination and of satisfactory reconstruction. If, however, such approval and consent shall have been given, and such work is found to meet the requirements of this Contract, the Contractor shall be recompensed for the expense of such examin- ation and reconstruction in the manner herein provided for the payment of costs of extra work. The selection of laboratories and/or agencies for the in- spection and tests of supplies, materials or equipment shall be subject to the approval of the Engineer. Satisfactory documen- tary evidence that the material has passed the required -inspec- tion and test must be furnished the Engineer prior to the incor- poration of the material in the work. Any rejected work shall be removed from the site of the project completely at the expense of the Contractor. C- 16 HOIIMACHER, MGLENDON 6 MURRELL. P.C..1 H2M CORP. CONSULTIN4 EMINURS ANO cmviRoNMQITAL sciENriM CONTRACT - CONT' I) . 20. PLANS AND SPECIFICATIONS_ - INTERPRETATIONS Ttie Contractor shall keep at the site of the work one copy of the Plans and Specifications signed and identified by the Engineer. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Plans shall have the same effect as if shown or mentioned respectively in both. In case of any conflict or inconsistency between the Plans and Specifications, the Plans shall govern. Any discrepancy between the figures and specifications shall be submitted to the Engineer, whose decision therein shall be conclusive. 21. SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface conditions at the site materially differing from those shown on the Plans or indi- cated in the Specifications, he shall immediately give notice to the Engineer of such conditions before they are disturbed; the Engineer shall thereupon promptly investigate the conditions and if he finds that they materially differ from those shown on the Plans or indicated on the Specifications, he shall at once make such changes in the Plans and/or Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes will be adjusted in the manner provided herein for adjustment as to extra and/or additional work and changes. 22. CONTRACTOR'S TITLE TO MATERIALS No material or supplies for the work shall be purchased by the Contractor or by any subcontractor subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work. 23. SUPERINTENDENCE BY CONTRACTOR At the site of the work the Contractor shall employ a Con- struction Superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such represen- tative shall be acceptable to the Engineer and shall be one who can be continued in that capacity for the -particular job involved unless he ceases to be on the Contractor's payroll. C-17 HOLZAMACHER. MGLENDON S MURRELL. P.C. / H2M CORP. CONSULTING CHOINEL94 AND ENVIRONMENTAL SCIENTISTS CONTRACT - CUNT'D. 24. PROTECTION OF WORK PERSONS AND PROPERTY Precaution shall be exercised at all times for the proper protection of all persons, property and work. The safety pro- visions of applicable laws, -building and construction codes shall be observed. Machinery equipment and all hazards shall be guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction, published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. The Contractor shall furnish entirely at his own expense any and all additional safety measures deemed necessary by the Town or its Engineer to adequately safeguard the.traveling public. The Contractor shall give notice to the owners of all utilities which may serve the area and request their assistance in pre- determining the location and depth of the various pipes, conducts, manholes and other underground facilities. The Contractor shall, at all hours of the day, safely guard and protect his own work and adjacent property from any damage and shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the Contract documents, or by the Town or its duly authorized • representatives. The Contractor shall provide and maintain such watchmen, barriers, lights, flares and other signals, at his own expense, as will effectively prevent any accident in consequence of his work for which the Town might be liable. The Contractor shall be liable for all injury or damage.caused by his act or neglect, or that of his employees. 25. PATENT RIGHTS As part of his obligation hereunder and without any ad- ditional compensation, the Contractor will pay for any pa tent fees or royalties required in respect to the work or any part thereof and will fully indemnify the Town for any loss on account of any infringement of any patent rights, unless prior to his use in the work of a particular process or a product of a particular manufacturer, he notifies the Town in writing that such process or product is an infringement of a patent. C-18 HOlZMACHER. MGLENDON 6 MURRELL. P.C. / H2M CORP. CONSULTING ENGINEERS ANO ENVIRONMENTAL /CIQITIM CON'T'RACT - CONT" U. 26. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants,: (a) That he is financially solvent and that he is experienced in and competent to perfrom the type of work involved under this Contract and able to furnish the plant materials, supplies and/or equipment to be furnished for the work; and (b) that he is familiar with all Federal, State and Municipal Laws, ordinances and regulations which may in any way affect the work of those employed hereunder, including but not limited to any special acts relating to the 'work; and (c) that such work required by these Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which it is intended and that such construc- tion will not injure any person or damage any property: and (d) that he has carefully examined the PlansSpecifications., + and the site of the work, and that from his own investigation lie has satisfied himself as to the nature and location of the work, the character, location, quality and quantity of surface and sub- surface materials, structures and utilities likely to be encountered, the character of equipment, and other facilities needed for the performance of the work, the general local conditions which may in any way affect the work or its performance. 27. AUTHORITY OF THE ENGINEER In the performance of the work, the Contractor shall abide by all orders and directions and requirements of the Engineer and shall perform all work to the satisfaction of the Engineer, at such time and places, by such methods, and in such manner and sequence as he may require. The Engineer shall determine the amount, quality, acceptability and fitness of all parts of the work, shall interpret the plans, specifications, contract documents and any extra work orders and shall decide all d:her questions in connection with the work. Upon request, the Engineer shall confirm in writing any oral orders, directions, requirements or determinations. The enumera tioi herein or elsewhere in the contract documents of particular instances in which the opinion, judgment, discretion or determination of the Engineer shall control, or in which work shall be performed to his satisfaction or subject to his approval, or inspection, shall not imply that only matters similar to those enumerated shall be so governed and so performed, but without exception all the work shall be governed and so performed. C-19 t12AHOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS uW PLANNERS CONTRACT (CONT'D.) 28. SURVEYS All benchmarks and layout of lines and grades will be the responsibility of the Contractor. 29. CHANGES AND ALTERATIONS The Town reserves the right to make alterations in the loca- tion, line, grade, plans, form or dimensions of the work, or any part thereof, either before or after the commencement of the con- struction. If such alterations diminish the amount of work to be done, no claim for damages or anticipated profits will be war- ranted on the work which may be dispensed with. If such alter- ations increase the amount of work, such increases shall be paid for according to the quantity of work actually done and at the prices for such work as contained in the schedule of prices. 30. CORRECTION OF WORK All work and all materials, whether incorporated into the work or not, all processes of manufacture and all methods of con- struction shall be, at all times and places, subject to the in- spection of the Engineer, who shall be the final judge of qual- ity, materials, processes of manufacture and methods of construc- tion suitable for the purpose for which they are used. Should they fail to meet his approval, they shall be forthwith recon- structed, made good and replaced and/or corrected as the case may be, by the contractor at his own expense. Rejected materials shall immediately be removed from the site. If, in the opinion of the Engineer, it is not desirable 'to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in ac- cordance with the Contract Documents, the compensation to be paid to the contractor hereunder shall be reduced by such amount as, in the judgment of the Engineer, shall be equitable. The contractor expressly warrants that his work shall be free from any defects in materials or workmanship, and agrees to correct any defects, breakdowns or adjustments which may appear within one (1) year following the date of the Final Payment Re- quest. Neither the acceptance of the completed work nor C-20 HOLZMACHER, McLENDON 6 MURR" P.C. / H2M CORP CONSULTMO ENOINELAG ANO ENVIRONM04TAL SCIENTIST] CONTRACT - CONT' D. payment therefor shall operate to release the Contractor or his sureties from any obligations under or upon this Contract or the Performance Bond.. 31. WEATHER CONDITIONS In the event of temporary suspension of the work, or during inclement weather, or whenever the Engineer shall direct, the Contractor will and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If, in the opinion of the Engineer, any work or materials shall have been damaged or injured by reason of the failure on the part of the Contractor or any of his subcontractors to protect his, or their work, such work and materials shall be removed and replaced at the expense of the Contractor. 32. THE TOWN'S RIGHT TO WITHHOLD PAYMENTS The Town may withhold from the Contractor so much of any approved payments due him as may, in the judgment of the Town, be necessary: (a) To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work; (b) To protect the -Town from loss. due to. defec- tive work not remedied, or (c) To protect the Town from loss due to injury to persons or damage to the work or property of other contractors or subcontractors or others, caused by tin act or neglect of the Contractor or any of his subcontractors. The Town shall have the right, as agent for the -Contractor, to apply any such amounts so withheld in such.manner as the Town may deem proper to satisfy such claims or to secure. such protection. Such application of such money shall be deemed payments for the account of the Contractor. ,� C-21 HOLZMACHER, MCLENOON 6 MURRELL. F.C. 1 H2M CORP. CON3ULTINQ 01OINEU.4 AND CNVIRONM NTLI OCICNTIST7 CONTRACT - CONT - 1) . 33. TI117, TOWN'S RICHT TO STOP. WORK OR TERMINATE CONTRACT: IF, (a) The Contractor shall be adjudged bankrupt or make an assi.gnment for the benefit of creditors, or (b) A receiver or liquidator shall be appointed for the Contractor for any of his property and shall not be dismissed within 20 days after such appointment, or the proceedings in connection therewith shall not be stayed on appeal within the said 20 days, or (c) The Contractor shall refuse or fail, after notice or warning from the Engineer, to supply enough properly skilled workmen or proper materials, or (d) The Contractor shall refuse or fail to prosecute the work or any part thereof -with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or shall fail to complete the work within said period, or (e) The Contractor shall fail to make prompt payment to persons supplying labor or materials for the work, or ( f ) The Contractor shall fail or refuse to regard laws, ordinances, or the instructions of the Engineer or otherwise be guilty of a substantial violation of any provision Contract, then, and in any such event, the Town, without prejudice to any other rights or remedy it may have, may by seven (7) days notice to- the Contractor, terminate the employ- ment of the Contractor and -his rights -to proceed either as to. the entire work or (at the option of the Town) as to any portion thereof as.to which delay shall have occurred, and may take possession of the work and complete the work by contract or otherwise, as the Town may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the compensation to be paid the Contractor hereunder shall exceed the expense of so completing the work (including compensation for additional managerial, administrative and inspection services and any damages for delay), such excess shall be paid to. the Contractor. C-22 mt.LLnwry a .wunincAA. r.t.. / rl[M LAMtr. CON3ULTINO 04GINCEAS ANO (NVINON&AfNTAL SCIENT11" C:ON'1'RAM' - CONT' U. If such expense shall exceed the unpaid balance, the Contractor and his sureties shall be liable to the Town for such excess. If the right of the Contractor to proceed with the work is so terminated, the Town may take possess -ion of and utilize in completing the work such materials, appliances, supplies, plant and equipment as may be on the site of the work and necessary thereof. If the 'rown does not so terminate the right of the Contractor to proceed, the Contractor shall continue the work. 34. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work shall be stopped by order of the Court or any other public authority, for a period of three months without act or fault of the Contractor or of any of his agents, servants, em- ployees or subcontractors, the Contractor• may, upon ten (10) days notice to.the Town, discontinue his performance of the work and/or terminate the Contract, in which event the liability of the Town to the Contractor shall be determined as provided in the paragraphs immediately preceding, except that the Contractor shall not be obligated to pay to the Town any excess of the expense of completing the work over the unpaid balance of the compensation to be paid to'the Contractor hereunder. 35. RESPONSIBILITY OF WORK The Contractor agrees to be responsible for the entire work embraced in this Contract until its completion and final acceptance, and that any unfaithful or imperfect work that may become damaged from any cause, either by act of commission or omission to properly guard and protect the work that may be dis- covered at any time before.the completion and acceptance shall be removed and replaced by good and satisfactory work without any charge to the Town and that such removal and replacement will be performed immediately on the requirement of the Engineer, notwithstanding the fact that it may have been overlooked by the proper inspector,, and partial payment made thereon. It is fully understood by the Contractor that the inspection of the work shall not relieve him of any obligation to do sound and reliable work as herein prescribed, and that any omission to disapprove of any work by the Engineer at or before the time of a partial payment -or other estimate shall not be construed to be an acceptance of any defective work. C-23 HOLZMACHER, MCLENDON & MURRE.LL. C.C. / H2M CORP. ry Cra■ .Nn rNV19n N►NrMTAL SCIFNT13T7 C0NTItACI' - CONT' I). 36. USES OF PREMISES AND REMOVAL.OF DEBRIS The Contractor expressly undertakes at his own expense: (a) to take every precaution against injury to persons or damages to property; (b) to store his apparatus, materials, supplies and equip- ment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any of°his subcontractors; or other contractors; (c) to place upon any of the completed work only such super- imposed loads as are consistent with the safety of that portion of the work; (d) to frequently clean up all refuse, rubbish, scrap materials and debris caused by the operations to the end that at all times the site of the work shall present a neat and orderly and workmanlike appearance; (e) before final payment request is issued, to remove all surplus material, temporary structures, plants of any description and debris of any and every nature resulting from his operations and to put the site in a neat and orderly condition. 37. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY In case of an emergency which threatens loss -or injury to property and/or -safety to life,the Contractor will be permitted to act as he sees fit without previous instructions from the En- gineer. IIe shall notify the Engineer thereof immediately there- after and any compensation claimed by the Contractor due to extra work made necessary because of his acts in such emergency shall be submitted to the Engineer for approval. Where the Contractor has not taken action but has notified the Engineer of an emergency indicating injury to persons or damage to adjoining property or to the work being accomplished under this Contract, then upon authorization from the Engineer to prevent such threatened injury or damage, he shall act as in- structed by the Engineer. The amount of reimbursement claimed by the Contractor on account of any such action shall be determined in the manner provided herein for the payment of extra work. rtUll MA(_rIGM, MCLLrVUUYY d MUKKt.LL, F.G. / ItLM LkMe. C,ON]ULTINO CNGINC[AS ANO [14VINONma4TAL 9CICNTW3 CONTHAM' - CUNT' D. 38. SUITS AT LAW The Contractor shall indemnify and save Harmless the Town from and against all suits. claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the construction of the work or any part thereof, or any commission or omission of the Contractor, his employees or agents or any subcontractors and in case any such action shall be brought against the Town, the Contractor shall immediately take care of and defend the same at His own cost and expense. 39. PROVISIONS REQUIRED BY LAW DEEMED INSERTED Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall be read and enforced as though it were included herein, and, if through mistake or otherwise, any such provision is not inserted or is not correctly inserted, then upon the application of either party, the Contract shall forthwith be physically amended to make such insertion. 40. SUBLETTING SUCCESSOR AND ASSIGNS The Contractor shall not.sublet any part of the work under this Contract, nor assign any money due him hereunder without first obtain- ing the written consent of the Town. This Contract shall endure to the benefit of and shall be binding upon the parties hereunder and upon their respective successors and assigns, but neither party shall assign or transfer his interest herein in whole or in part without consent of the other. 41. WAIVER OF IMMUNITY If any person, corporation, or body contracting with the Town, who when called before a grand jury, head of a city department, or other agency, which is empowered to compel the attendance of wit- ness and examine them under oath, to testify in an investigation concerning any transaction or contract had with the state, any polit- ical subdivision thereof, a public authority or.with any public department, agency or official of the state or -of any political sub- division thereof or.of a public authority, refuses to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, then U - .:D CONSULnNO LTNOINLLA• Ano U+vIAoNMtHTAL SCH34TIST! CONTRACT - CONT' Il. (a) such person, and any firm, partnership or corporation of which tie is a member, partner, director or officer shall be disqual- ified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corp- oration or fire district, or any public department, agency or official thereof, for goods, work or services, for a period of five years after such refusal (b) any and all contracts made with the Town or any agency or official thereof, by such person, and by any firm, partnership, or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the Town without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or 'work done prior to the cancellation or termination shall be paid. C-26 tjL)LL164ALHt.H. MCLLRLXJN 6 MVNNCLL. r.t.. / ntm wnr. CONSULTING a4GINCLN• AND C,IVINONI.ICNfAL SCIENTIST] CONTRACT - CONT -0. IN WI'T'NESS WHEREOF, the parties hereto have set their hands and seals the day and year first above written. TOWN OF SOUTHOLD BY: (TOWN SEAL) Francis J. Murphy, Supervisor (SEAL) Contractor BY: TITLE: STATE OF NEW YORK) ) ss: COUNTY OF SUFFOLK) On the day of 19__, before me personally came Francis J. Murphy, to me known, who being by me duly sworn, did depose and say that he is the duly elected Supervisor of the Town of Southold, County of Suffolk, New York, and that at a meeting of the Town Board' of the Town of Southold, duly held on the day of 19 , the said Board, authorized the said Super- visor to execute all and any contracts on behalf of the Board; that he knows the seal of the said Town, that the Seal affixed to the foregoing instrument is its corporate seal; that it was affixed thereto by order of the said Board, and that he signed his name thereto and executed the said instrument on behalf of the said Town by like order and authority. NOTARY PUBLIC C-27 C0449ULTINO CHOINU-MA ADVO ENVIRONMENTAL W-ILNT11T7 CONTRACT - CON`(' D. ACKNOWLEDGMENT OF CONTRAC'T'OR, IF A CORPORATION STATE OF NEW YORK) SS: COUNTY OF ) On this day of - 19 before me personally came and appeared to me known, who by me being dulysworn, did depose and say that he resides at that lie is the of the Corporation described in and which executed the foregoing in- strument, that lie knows the seal of said corporation, that one of the seals affixed to said instrument is such seal, that it was so affixed by order of the Directors of said corporation, and that he signed his name thereto by like order. NOTARY PUBLIC ACKNOWLEDGMENT OF CONTRACTOR IF A PARTNERSHIP STATE OF NEW YORK) SS: COUNTY OF ) On this day of 19 before me personally came and appeared to me known, and known to me to be one of the members of the firm of described in and who executed. the foregoing instrument, and lie acknowledged to me that he ex- ecuted the same as and for.the act and deed of said form. NOTARY PUBLIC U -GO GENERAL CONDITIONS tiz%HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS and PLANNERS INDEX NUMBER TITLE PAGE 1 GENERAL CONDITIONS 2 2 CONTRACT DOCUMENTS 2 3 APPROVAL OF SUBCONTRACTORS AND MATERIALS 2 4 INTERPRETATION OF DRAWINGS, ETC. 3 5 ADDITIONAL WORK 4 6 OCCUPATIONAL SAFETY AND HEALTH ACT 4 7 SAFETY PROVISIONS 4 8 SANITARY REGULATIONS 4 9 RESPONSIBILITY OF ENGINEER AND CONTRACTOR DURING CONSTRUCTION 5 10 LABOR 5 11 CONTRACTOR'S REPRESENTATIVE 5 12 INCOMPETENT EMPLOYEES 6 13 CLAIMS OR PROTESTS 6 14 NOTIFICATION, INTERFERENCE AND INJURY TO UTILITIES 6 15 INFRINGEMENT OF PATENTS 7 16 DAMAGES 7 17 GUARANTEE/WARRANTY 7 18 STANDARDIZATION 8 19 DEFINITIONS 8 20 SCHEDULE OF VALUES 8 21 SHOP DRAWING SCHEDULE 8 22 SHOP DRAWINGS 9 23 "AS -BUILT" DRAWINGS AND OPERATION & MAINTENANCE MANUALS 12 GC - 1 of 12 HOLZMACHER, MgLENDON 3 MURRELL, P.C. , oow.aTMVgWoff .9NVW0W90ffALwern TSgod MAWAM GENERAL CONDITIONS 1. GENERAL CONDITIONS The GENERAL CONDITIONS are hereby made a part of these speci- fications and are attached herein. where a ny article of the GENERAL CONDITIONS is supplemented hereby, the provisions of such article shall remain in effect. All the supplemental provisions shall be considered as added thereto. Where any such article is amended, voided or superseded thereby, the provisions of such article not so specifically amended, voided or superseded shall remaim in effect. Work, materials, plant, labor, and other requirements of the GENERAL CONDITIONS shall be furnished by the Contractor. No di- rect payment shall be made for these GENERAL CONDITIONS, and pay- ment shall be deemed to be included in the contract price of various items of the entire contract. 2. CONTRACT DOCUMENTS The contract documents include, but are not limited to, the GENERAL CONDITIONS, GENERAL SPECIFICATIONS, TECHNICAL SPECIFI- CATIONS, PLANS, PROPOSAL FORM, CONTRACT and other sections as either cited on the INDEX pages) or actually included in the bound documents. Each section of the contract documents is intended to be complementary to the other sections. It is intended that they include all items of labor and ma- terials and everything .required and necessary to complete the work, even though some items of work or materials may not be par- ticularly mentioned in every section or' may have been omitted from the drawings or specifications, or both. 3. APPROVAL OF SUBCONTRACTORS AND MATERIALS Prior to commencing any work under this contract, the Con- tractor shall submit to the Engineer for Approval a list of all the subcontractors and material suppliers it proposes to use for this contract. No subcontractor or material supplier will be permitted to deliver materials or perform any work on this contract until it has been approved by the Engineer. GC 2 of 12 MOLZIiMACNER, McLENDON & MURRELL, P.C. GENERAL CONDITIONS (CONT'D.) Award of subcontracts on projects receiving Federal funds is specifically forbidden to any firm listed on USEPA's Master List of Debarments Suspensions and Involuntary Exclusions. Contrac- tor should contact Owner Engineer to determine if a firm is cur- rently listed. 4. INTERPRETATION OF DRAWINGS, ETC. In the event of discrepancies between the drawings and the specifications, the following order shall be given preference when making interpretations: (a) Addenda (later dates to take precedence over earlier dates) (b) Drawings (schedules or notes to take prece- dence over other data shown on drawings) (c) Technical Specifications (d) General Specifications (e) General Conditions On all plans, drawings, etc.; the figure dimensions shall govern in the case of discrepancy between the scales and figures., The Contractor shall take no advantage of any error or omission in the plans, or of any discrepancy between the plans and specifications, and the Engineer shall make such corrections and interpretations as may be deemed necessary for the fulfill- ment of the intent of the specifications and of the plans as con- strued by him, and.his decision shall be final. All work that may be called for in the specifications and not shown on the plans, or shown on the plans and not called for in the specifications, shall be furnished and executed by the Contractor as if designated in 'both. Should any work or material be required which is not denoted in the plans and specifications, either directly or indirectly, but which is, nevertheless, neces- sary for the proper carrying out of the intent thereof, it is understood and agreed that the same is implied and required, and that the Contractor shall perform such work and furnish such ma- terials as if they were completely delineated and described. GC - 3 of 12 HOLZMACHER. McLENDON & MURRELL, P.C. mM11lTIM0 IMONfIAI lMVMOIWltlTK lCJtMTIfT: �0 /IAMN[Ir GENERAL CONDITIONS (CONT'D.) 5. ADDITIONAL WORK Additional work, if required to be performed under this con- tract, will be in accordance with the applicable paragraphs of the contract. The Engineer shall be the sole judge as to whether such work was intended as part of the contract or is in addition thereto. 6. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) 1970 The Contractor shall meet all standards of OSHA 1970 and subsequent revisions. This shall include, but not be limited to the following areas: Sanitation, noise, radiation, gases, vapors, fumes, mists, dust, illumination, ventilation, protective equipment, fire protection, waste disposal, electrical hazards, scaffolds and ladders, floor holes and wall openings, and heavy equipment. All specific requirements of OSHA 1970 shall be adhered to. 7. SAFETY PROVISIONS The Contractor shall take such equipment and facilities as the safety of its employees. shall be administered to any who of the work. In addition, the for the removal to the hospital either seriously injured or ill. 8. SANITARY REGULATIONS avery precaution and shall provide are necessary or required for In case of an accident, first aid may be injured in the progress Contractor shall also be prepared for treatment of any employee In addition to compliance with OSHA 1970, the Contractor shall erect and maintain necessary sanitary conveniences for the use of employees on the work. Such conveniences shall be proper- ly secluded from observation, and their use shall be strictly enforced. Such sanitary conveniences shall be constructed in compliance with all laws, ordinances or regulations governing these facilities. The contents of the same shall be removed, with sufficient frequency to prevent nuisance, and disposed of to the satisfaction of the Engineer. CC - 4 of 12 HOLZMACHER, WLENDON d MURRELL, P.C. GENERAL CONDITIONS (CONT''D.) The Contractor shall obey and enforce such other sanitary regulations and orders and shall take such precautions against infectious diseases as may be deemed necessary. In case any in- fectious diseases occur among its employees, it shall arrange for the immediate removal of the patient from the work and his iso- lation from all persons connected -with the work. The building of shanties or other structures for housing the men, tools, machinery or supplies will be permitted only at ap- proved places, and the sanitary condition of the grounds in and at such shanties or other structures must, at all times, be main- tained in a satisfactory manner. 9. RESPONSIBILITY OF ENGINEER AND CONTRACTOR DURING CONSTRUCTION The Engineer is responsible solely for the general and/or detailed inspection of the work being performed. Such inspection will be periodic and strictly to assure conformance of the Con- tractor with the -plans and specifications, such that the end product will conform to the plans and specifications. The Contractor is responsible for complete conformance to the plans and specifications, proper construction procedures; coordination with subcontractors, other contractors, and utili- ties, and safe working conditions for its employees. 10. LABOR All contractors and subcontractors employed upon the work shall and will be required to conform' to the Labor Laws of the State of New York and the various acts amendatory and supple- mentary thereto, and to all other laws, ordinances and legal re- quirements applicable thereto. All labor shall be performed in the best and most workman- like manner by mechanics skilled in their respective trades. The standards of the work required throughout shall, be of such grade as will bring results of the first class only. 11. CONTRACTOR'S REPRESENTATIVE The Contractor, in case of its absence from the work, shall have a competent representative or foreman present, who shall follow without delay all. instructions of the Engineer or his GC - 5 of 12 FIVAHOLZMACHER, MCLENDON 6 MURRELL, P.C. oowATW4 EMOVA"OL 10oveww"04tu wi«rnis."e rum GENERAL CONDITIONS (CONT'D.) assistants in the prosecution. and completion of the work in con- formity with this contract, and shall have full authority to sup- ply up - ply labor and material immediately. The Contractor shall also have a competent representative available to receive telephone messages and provide a reasonable reply as soon. as possible, but not later than 24 -hours. 12. INCOMPETENT EMPLOYEES The Contractor shall employ only competent, skilled and faithful men to do the work. Upon request of the Engineer in writing, the Contractor shall suspend or discharge from the work any disobedient, disorderly or incompetent person or persons em- ployed m- ployed thereon, and will not again employ -any person so suspended or discharged without the consent of the Engineer. This requirement shall not be made on the basis of any claim for compensation or damages against the Town or any of its officers or agents. 13. CLAIMS OR PROTESTS If the Contractor considers any work required of it to be outside the requirements of the contract or considers any record or ruling of the Engineer or inspectors as unfair, it shall file a written protest with the Town within five (5) days of said rul- ing. A protest properly filed with the Town shall result in a hearing before a duly designated representative of the Town Board who shall make "Findings of Fact" and "Conclusions of Law". The findings will then be forwarded to the Town Board -for their ulti- mate 1ti-mate decision. Such decision will be binding. 14. NOTIFICATION INTERFERENCE AND INJURY TO UTILITIES The Contractor shall cooperate in every way with the utility companies. All. excavation shall be in accordance with.Article 36 of the General Business Law and notices given as provided by.GBL, Section.761. GC - 6 of 12 HOLZMACHER. MCLENDON 3 MURRELL. P.C. ca+wxnw ew�eaia cinmo�rrwrK �oarrrn «nrnww GENERAL CONDITIONS (CONT'D.) All conduits, water mains and gas mains encountered in the construction shall be properly and safely taken care of by the Contractor, who shall, upon encountering same, notify the public corporation to whom they belong in order that they may be changed in such a manner as not to interfere with the final construction. In case any damage shall result to any service pipe for water or gas, or any private or public sewer or conduit, by reason of negligence on the part of the Contractor, it shall, without delay and at its own expense, repair the same to. the satisfaction of the Engineer, and in case such repairs are not made promptly or satisfactorily, the Town may have the repairs made by another Contractor, or otherwise, and deduct the cost of same from any monies due or to become due the Contractor. 15. INFRINGEMENT OF PATENTS The Contractor further agrees to hold itself responsible for any claims made against the Town for any infringement of patents by the use of patented articles in any one phase of construction of the work and the completion of same, or any process connected with the work agreed to be performed under this contract or of any materials used upon the said work, and to save harmless and indemnify the Town from all costs, expenses and damages which the Town shall be obliged -to pay by reason of any infringement of patents used in the construction and completion of the work. 16. DAMAGES ,All damage, direct or indirect, of whatever nature resulting from either the performance of, or resulting to, the work under this contract during its progress from whatever cause, shall be borne and sustained by the Contractor, and all work shall be solely at its risk until the date of the Final Payment Request is issued by the Engineer. 17. GUARANTEE/WARRANTY This Contractor shall guarantee and warrant -its work and that of its subcontractors against defects in workmanship and/or material for a period of one (1) year from the date of the Final Payment Request issued by the Engineer, except as otherwise speci- fied. Upon written notification from the Engineer, the Con- tractor shall repair, replace or reconstruct such defects to the satisfaction of the Engineer, at no cost to the Town. GC - 7 of 12 HOLZMACHER, MCLENDON & MURRELL. P.C. COMOMTOM 1180"9M.9MVIAONW61TLLC onW1S WW PLAWWaft GENERAL CONDITIONS (CONT'D.) 18. STANDARDIZATION The TECHNICAL SPECIFICATIONS indicate specific manufacturers and/or catalog numbers, etc., for the purpose of standardization with the Town in order to minimize stockpiling of replacement parts. 19. DEFINITIONS The words "or approved equal" shall refer to an approved equal which has in fact been approved by the Town after in- spection n- spaction by the Engineer that such approval is satisfactory. In the event that there is a dispute between the Contractor and Engi- neer as to whether the item is equal, a hearing will be had be- fore the Town Board or its duly authorized representative who shall make "Findings of Fact" and "Conclusions of Law" after a hearing which would then be forwarded to the Town Board for their ultimate decision and that such decision would be binding. The word "Engineer refers to HOLZMACHER, McLENDON & MURRELL, P.C., Consulting Engineer for the Town. 20. SCHEDULE OF VALUES Before the first partial payment under the ,contract becomes due, the Contractor for each contract shall prepare a Schedule of Values which total the amount of the contract, and submit it to the Engineer for approval. The Contractor shall make such re- visions as may be required to make this schedule conform to the true value of work, as jointly agreed upon by the Engineer and the Contractor. 21. SHOP DRAWING SCHEDULE If requested by the Engineer, the Contractor shall submit a shop drawing schedule fixing the dates for the submission of shop drawings for the beginning of manufacture and installation of materials and for the completion of the various parts of the work. This schedule shall be coordinated with the progress schedule. GC -. 8 of 12 HOLZMACHER, McLENDON d MURRELL, P.C. CDN"r a ewwaaw. arvn I _ NTK Www an.,a ruwafa GENERAL CONDITIONS (CONT'.D.) 22. SHOP DRAWINGS The Contractor shall submit for approval of the Engineer all shop drawings called for under the contract or requested by the Engineer or required for the performance of the work, and.. no work shall be fabricated by the Contractor, save at his own risk, un- til such approval has been given. The shop drawings shall be submitted sufficiently in advance of construction requirements to allow ample time for checking, correcting, resubmitting and re- checking. Submission 'of shop drawings and samples shall be accompanied by transmittal letter in duplicate. Shop drawings and transmittal letters shall be dated and contain the project name, name of the Contractor, the applicable section and page number of the specifications, and the applicable drawing numbers and detail numbers of the contract drawings. If the item is resubmitted, the number and date of each revision shall be included. Shop drawings prepared by subcontractors shall be accompa- nied by a transmittal letter from the subcontractor to the Con- tractor requesting Contractor's'review and Engineer's review. After the Contractor has stamped and reviewed each shop drawing in accordance with the aforementioned requirements, the Con- tractor shall forward the shop drawings to the Engineer accompa- nied ccompa-nied by a transmittal letter requesting Engineer's review. The transmittal from the Contractor to the Engineer and the -trans- mittal from the subcontractor to the Contractor shall set forth the information outlined above. Shop drawings are drawings, diagrams, illustrations, schedules, brochures, cuts, or other written, printed or graphic information furnished by the Contractor to describe in detail the Contractor's intention concerning the. visual characteristics of the construction, or the physical arrangement of some part of the work, for the review of the Engineer. Shop drawings shall show the design, 'dimension, connections, and other details necessary to insure that the shop drawings accurately interpret the con- tract documents, and shall also show adjoining work in such de- tail as required to provide proper connections with said adjoining work. Where adjoining work of more than one trade oc- curs, the Contractor shall be responsible for coordinating shop drawing submissions .so that they are received simultaneously for GC - 9 of 12 HOLZMACHER, McLENDON & MURRELL, P.C. Wm&ATSC EOGM UM: IMMOMYMTIL MST{ M PLAMO M GENERAL CONDITIONS (CONT'D.) revi ew. Shop drawings shall' amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the structure; and incorporate minor changes of design or con- struction to suit actual conditions. Shop drawings shall include a technical specification for the proposed equipment. The .technical specification shall address how the proposed equipment meets each section of the Technical Specifications. The Engineer shall have the sole re- sponsibility for determining from the information -submitted if the proposed equipment meets the Contract Specifications. Ad- ditional supplementary information shall be submitted, if re- quired by the Engineer. Along with the submittal of the technical specifications, the Contractor shall submit for review a suggested layout of the proposed equipment within the area confines. All shop drawings and samples shall be thoroughly checked by the Contractor for compliance with the contract documents before submitting them to the Engineer for approval, and all shop draw- ings shall bear the Contractor's stamp of approval certifying that they have been checked. - Any shop drawings submitted without this stamp of approval and certification, and/orshop drawings which in the Engineer's opinion are incomplete, contain numerous errors or have not been checked or only checked superficially, will be returned unchecked by the Engineer for resubmission by the Contractor: In checking shop drawings, the Contractor shall verify all dimensions and field conditions and shall check and coordinate the shop drawings of any section or trade with the requirements of all other sections or trades whose work is re- lated thereto, as required for proper. and complete installation of the -work. -By submitting shop drawings, the Contractor confirms that he has determined and verified all materials, field measurements and field construction criteria related thereto, that he has checked the shop drawings for complete dimensional accuracy, that he has - checked to insure that work contiguous with and having bearing on the work shown on the shop drawings against the composite draw- ings raw- ings , that the work has been coordinated, that the equipment will fit into the assigned spaces, and that he has checked and coor- dinated the information contained within such submittals with the requirements of the work and of the contract documents. Measure- ments not available prior to submission of • shop drawings shall be noted on the shop drawings as not available and such measurements shall be obtained prior to.fabrication. GC - 10 of 12 HOLZMACHER, McLENDON 3 MURRELL, P.C. 00M mTMIQ INNOM. §WWOMONTAL 9=WTVM-0 W_AWW s GENERAL CONDITIONS (CONT'DA The Contractor shall submit five (5) copies of all shop draw- ings to the Engineer for approval. After the review of a shop drawing submission, the Engineer will retain two (2) copies, and return the remaining copies to the Contractor. If .the Contractor should alter any information on previously submitted shop drawings other than the notations called for by the Engineer, he must circle this new information to bring it to the Engineer.'s attention. In submitting shop drawings for approval,, all associated drawings relating to a complete assembly shall be submitted at the same time so that each may be checked in relation to the en- tire proposed assembly. The Engineer's review of shop drawings shall be given as assistance to the Contractor in interpreting the requirements of the contract documents, and, in no way shall it relieve the Con- tractor of any responsibilities under this contract. Any fabri- cation, abri- cation, erection, setting, or other work performed in advance of the receipt of drawings marked "No Exception Taken" or "Make Cor- rections Noted" shall be done entirely at the Contractor's risk. The Contractor shall be responsible for the accuracy of the shop drawings, and for the conformity of documents unless the Contractor has notified the Engineer of the deviation in writing at the time of submission., and has received from the Engineer written acceptance by separate letter of the specified deviations. The Engineer's review shall not relieve the Contractor of the responsibility for errors or omissions in the shop drawings, product data•, or samples. The approval of shop drawings shall not be construed: (1) As permitting any departure from the contract requirements. (2) As relieving the 'Contractor of the responsi- bility for any error in details, dimensions, or otherwise that may exist. (3) As approvi-ng departures from additional de- tails or written instructions previously furnished by the Engineer/Town. GC - 11 of 12 U244HOLZMACHER, MCLENDON 3 MURRELL, P.C. comomme weavom K. awwwommeffAL scoursm M PENMAN GENERAL CONDITIONS (CONT'D.) 23. "AS -BUILT" DRAWINGS AND OPERATION & MAINTENANCE MANUALS A. "As -Built" Drawings The Contractor shall furnish to the Town, in a form accepta- ble to the Town before final payment, the complete reproducible set of "As -Built" drawings (mylar sepias and one (1),set of black - line prints). Drawings shall be corrected to show work as actu- al ct u - ally built, with particular attention to locations of piping, valves, mechanical installations, and 'such other details of work as the Engineer may direct. The Contractor.'s attention is directed to the necessity of keeping accurate records of all con- cealed work so that "As -Built" drawings will contain this infor- mation in correct detail and locations. The "As -Built" drawings shall be the same size as the con- tract drawings, with 1/2 -inch margin space on three sides and 2 -inch margin space on the left side for binding.. Each drawing shall bear the legend "AS -BUILT" and name of Contractor in heavy black lettering 1/2 -inch high. A set of prints of the Record Drawings shall be submitted to the Engineer for review and shall conform to comments before final submission of the Owner. Changes from contract drawings shall be conspicu- ously.encircled or otherwise emphasized on the set of prints sub- mitted to the Engineer. B. Operation and Maintenance Manuals The Contractor shall, at the completion of the contract, deliver to the Engineer, three (3) copies of bound manual present- ing for the Owner's guidance, full details for the operation and maintenance of all equipment and systems included in the con- tract. The Contractor shall include all literature of the manu- facturer's relating to equipment, including motors or other manu- facturing anu- facturing equipment; also cuts, wiring diagrams, instruction sheets and all other information pertaining to same that would be useful to the Owner in the operation and maintenance of same. The Engineer shall be the sole judge of the completeness of such manuals and may reject any submittal for the lack of any information which he.may deem necessary and/or for the manner in which the materials are assembled or bound. GC 12 of 1-2 HOLZMACHER, McLENDON & MURRELL, P.C. oo�w�xnw ewrrt�w. �MrnoMr[■�K eaurtnn «riawror GENERAL SPECIFICATIONS 1.0 - GENERAL SPECIFICATIONS (a) The GENERAL SPECIFICATIONS of the contract are hereby made a part of this specification and are attached herein. (b) Where any article of the GENERAL SPECIFICATIONS is supplemented hereby, the provisions of such articles shall remain in effect. All the supplemental provisions shall be considered as added thereto. Where any such article is amended, voided, or superseded thereby, the provisions of such article not so spe- cifically amended, voided, or superseded shall remain in effect. 2.0 - WORKMANSHIP It is the intent of these specifications to describe defi- nitely and fully the character of materials and workmanship re- quired with regard to all ordinary features, and to require first class work and materials in all particulars. For any unexpected features arising during the progress of the work and not fully covered herein, the specifications shall be interpreted by the Engineer to require first class work and materials and such interpretations shall be accepted by the Con- tractor. 3.0 - COOPERATION The General Contractor, all other contractors, and all sub- contractors shall coordinate their work with all adjacent work and shall coordinate with all other trades so as to facilitate the general progress of the work. Each trade shall afford all other trades every reasonable opportunity for the installation of their work and for the storage of their material. In order to facilitate and insure proper coordination be- tween contractors, each contractor and subcontractor shall pro- vide a supervisory representative to attend such job and progress meetings as the Engineer shall schedule. Meeting may be held at the work site or the Engineer's office .(Melville, New York). The Town or its designated representative shall be responsi- ble for coordination of work progress. GS - 1 of 7 HOLZMACHER, McLENDON & MURRELL. P.C. . Wu�lli110��ANV�MMT�I�nMN.NMA GENERAL SPECIFICATIONS (CONT'D.) 4.0 - INSPECTION The Contractor shall, at all times, provide convenient access and safe and proper facilities for the inspection of all parts of the work. No work, except such shop work as may be so permitted, shall be done except in the presence of the Engineer or his assistants. The Contractor shall notify the Engineer 24 -hours in advance as to when he intends to start or resume the work. No materials of any kind shall be used upon the work until it has been inspected and accepted by the Engineer; all materials rejected shall be immediately removed from the work and not again offered for inspection. Any materials or workmanship found at any time to be de- fective shall be remedied at once, regardless of previous in- spection. The inspection and supervision of the work by the Engineer is intended to aid the Contractor in applying labor and materials to and in accordance with the specifications, but such inspection shall not operate to release the Contractor from any of his contract obligations. 5.0 - PERMITS AND REGULATIONS The General Contractor shall obtain and pay for all permits necessary to conduct the work and complete this contract. All work shall be performed in strict accordance with the regulations and requirements of the various civil agencies having juris- diction thereof. Upon completion of the work provided for in this contract, and before final payment shall be made, the Con- tractor shall furnish the Engineer with any necessary certifi- cates of approval issued by these various agencies. No work shall commence without all necessary permits, and should receipt of permits, delay the prosecution of the work, no claim for additional payments shall be made. GS - 2 of 7 ■ 1AHOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SGENTISTS And PLANNERS GENERAL SPECIFICATIONS (CONT'D.) 6.0 - GRADES, LINES, LEVELS AND SURVEYS (a) The major axial building lines, measurements, grades, lines and a bench mark shall be established by the contractor for the Town. All other grades, lines, elevations and bench marks shall also be established and maintained by the General Contrac- tor who shall be responsible for same. (b) The Contractor shall verify all grades, lines, levels and dimensions as shown on the Drawings, and he shall report any errors or inconsistencies in, the above to the Engineer before commencing work. 7.0 - TEMPORARY LIGHT, WATER, ETC. The Contractor shall furnish a system of temporary lighting and convenience outlets conforming to NEC, OSHA and Union minimum requirements. The work shall include all fees by the Utility Company and energy charges for the work on this project. Service shall be 100 amps minimum. Non -potable water is available on-site via the landfill wa- ter supply system. All water used shall be provided at no charge to the Contractor. All temporary piping and appurtenances are to be provided by this Contractor. Should the water supply system be out of service, it is the Contractor's responsibility to pro- vide a supplemental source. Temporary Heat - The Contractor shall protect his work from freezing and maintain temperatures suitable for the progress of the work in its various parts, by means of approved salamanders, stoves and vents for same. The Contractor shall be solely re- sponsible for all damage due to frost and freezing. 8.0 - TEMPORARY FACILITIES The Contractor may utilize the existing toilet facilities at the landfill, provided same are maintained in sanitary condition. GS - 3 of 7 HOLZMACHER, McLENOON 3 MURRELL, P.C. Oood"r Q 106 M OL IMv/10/069MT4 IOIIMTIM �d RAWOM GENERAL SPECIFICATIONS (CONT'D.) 9.0 - TEMPORARY SHEDS (FOR STORAGE) The Contractor shall provide and maintain on the premises, where directed, watertight storage sheds for 'storage • of all materials which might be damaged by weather, and, shall remove them from the site at the completion of the work.. 10.0 - PROPER METHOD OF WORK AND PROPER MATERIALS The Engineer shall have the authority in general to direct the order and sequence of the work, which shall be such as to permit the entire work under this contract to be begun and to proceed as rapidly as possible, and such as to bring the several parts of the work to a successful completion at about the same time. If at any time before the commencement or during the prog- ress of the work, the materials and appliances used or to be used appear to the Engineer as insufficient or improper for assuring the quality of work required, or. the required rate of progress, he may order the Contractors to increase their efficiency or to improve their character, and the failure of the Engineer to de- mand any increase of such efficiency or improvement shall not release the Contractor from his obligation to secure the quality of work or the rate of progress specified. During freezing or inclement weather, no work shall be done except such as can be done satisfactorily and in a manner to se- cure e- cure first class construction throughout. All -work shall be done in such a manner as will properly protect and support existing permanent structures, pipe lines, bench marks, etc.. 11.0 - GENERAL PROTECTION The Contractor shall place a sufficient amount of warning, lights on or near any work accessible to the public and keep them burning sunset to sunrise. He shall erect suitable railings or barriers, and shall provide watchmen on the work by -day or night, as required and deemed necessary for the safety of the work on public or adjoining property. The Town reserves the right to remedy' any neglect on the part of the Contractor as regards the protection of the work which. may- come to its attention, after 24 -hours notice in .writ- ing; except that in cases of emergency, it shall have the right GS - 4 a,f 7 HOLZMACHER, McLENDON & MURRELL, P.C. �owat�raq a.ow�us. awvnowrewrk �oawnsn.a rwwrta . GENERAL SPECIFICATIONS (CONT'D.) to remedy any neglect- without. notice, and in either case to deduct the cost of such remedy from money due the Contractor. 12.0 - NECESSARY DETAILS NOT SPECIFICALLY MENTIONED All work that may be called for in the specifications and not shown on the plans, or shown on the plans and not called f o r in the specifications, shall be furnished and executed by the Contractor, as if designated in both these ways, and should any work or material be required which is not denoted in the plans and specifications, either directly or indirectly, but which is, nevertheless, necessary for the proper carrying out of the intent thereof, it is understood and agreed that the same is implied and required and that the Contractor shall perform such work and fur- nish such materials as if they were completely delineated and described. 13.0 - PLANS AND SPECIFICATIONS The Contractor will be furnished six '(6) sets of the plans and specifications of his contract. Additional sets will be furnished at cost of reproduction. One (1) complete set of plans and specifications shall be kept in a sheltered place on the site. 14.0 - CLEAN UP The Contractor shall remove all debris and rubbish from the site as fast as it accumulates during the course of construction. on completion of the contract, and at the time of final in- spection by the Town, the premises shall be left in a clean, pre- sentable condition. 15.0 - SCHEDULE OF WORK Within 'ten (10) days after signing of the contract, the Con- tractor shall, submit for approval to the Engineer a detailed con- struction schedule of the bar graph type or by the Critical Path Method (CPM). This schedule shall be corrected by the Contractor as required by the Engineer in order to plan the progress of the work under the several contracts. When approved, the schedule shall be strictly adhered to. GS - 5 of _7 - HOLZMACHER, MCLENDON & MURRELL, P.C. ODN"rftQ iMOM UW INVM NW14TAL!CJlWWM OW PL MMIN GENERAL SPECIFICATIONS (CO.NT'D.) The Contractor shall expedite equipment and material delivery, provide additional labor, work overtime, as may be required to complete the work on schedule. 16.0 - WATERTIGHT STRUCTURES It is the intent of these plans and specifications to obtain watertight structures and the Contractor shall prosecute the work in such a manner as to obtain this end. In the event of leakage, the Contractor shall make all necessary repairs to the complete satisfaction of the Engineer. 17.0 - MAINTAINING FLOW OF SEWERS, WATER LINES AND DRAINS -The Contractor shall, at his own cost and expense, provide for and maintain the flow of all sewers, drains, inlet con- nections and all watercourses which may be met with during the progress of the work. He shall not allow the contents of any sewer, drain or inlet connection to flow into trenches, sewers or other structures to be constructed under the contract, except where written permission is given by the Engineer and shall, at his own expense, immediately remove and cart away from the vi- cinity of the work all offensive matter, using such precautions in so doing as may be directed by the Engineer. The Contractor shall, at his own cost and expense, provide for and maintain the flow in all water mains or laterals which may be met with during the progress of the work. In case of an accidental breaking of water line, the repairs of such break shall have priority over all other operations. 18.0 - CLEANING AND PROTECTION All materials and equipment shall be properly and effective- ly protected, at least as follows: ( 1 ) Equipment shall remain in their crates and/or cartons and be covered with a waterproof tarpaulin until the Contractor is ready to install same and should thereafter be protected ade- quately by similar, means to prevent any damage during con- struction. GS - 6 -of 7 HOIZMACHER. McLENDON a MURRELL. P.C. oor�wf..o ea�rra wrworrrr� suems+a.e wsr+�s GENERAL SPECIFICATIONS (CONT'D.) (2) All pipe openingsshall be temporarily closed so as to prevent obstruction and damage. Upon completion of installation, all equipment shall be un- covered, thoroughly cleaned, and be in perfect condition. 19.0 - NOISE CONTROL Noise control measures including the use of adequate muf- flers shall be utilized on machinery. Operations which may gener- ate objectionable noise shall be limited to the daytime hours between 9 A.M. and 5 P.M. 20.0 - DUST CONTROL Dust control measures shall be required to minimize dust conditions throughout all construction areas. Measures shall include wetting or spreading of mulch. GS - 7 of 7 U2AHOLZMACHER, McLENDON i MURRELL, P.C. CONSIRTING ENGINEERS. ENVIRONMENTAL SCIENTISTS wd PLANNERS SCOPE OF WORK 1.0 - WORK INCLUDED The work included under this Contract consists of furnishing all materials,. labor and equipment necessary for installation of a truck scale and scale house at the Town, of Southold Cutchogue Landfill, in accordance with these specifications, as indicated on the plans, and as directed by the Town/Engineer. The contractor shall provide all labor, materials, equipment and appliances,' and perform all operations of the work as out- lined herein and as shown on the drawings. All work shall be performed in strict accordance with these specifications and ap- plicable drawings, and is subject to the terms, general and spe- cific conditions of the Contract. Without restricting the gener- ality of the foregoing, the following is a general listing, not necessarily complete, of the work to be furnished and installed under this Contract: a)' Minor clearing, grubbing and stripping of the project site; stockpiling of all stripped us- able material in designated areas is also in- cluded. b) All necessary excavation, earthwork, back- filling, rough and fine grading, seeding, curbs and paving. c) Furnishing and installing one new truck plat- form scale, including foundation, concrete approaches and aprons, load cells, grounding, wiring, scale indicator, ticket printer,. data management system, uninterruptible power sup- ply, and all associated equipment and appur- tenances. d) Furnishing and installing a prefabricated scale house, including foundation and elec- trical service. e) Furnishing and installing all miscellaneous equipment and items including, but not lim- ited to,- lights and guide rails. f) All startup, testing, calibration and cali- bration checks of scale and operator train- ing, as required herein or -directed by the Engineer. SOW - .1 of '2 U2MHOLZMACHER, McLENDON &MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SMENTISTS and PLANNERS SCOPE OF WORK (CONT'D.) g) Complete "as -built" drawings and operation and maintenance manuals. 2.0 - INSTALLATION All work shall be done in a neat, workmanlike manner. The contractor shall coordinate all work to minimize interference with normal vehicle access to the landfill. SOW - 2 of 2 IH2MNOLZMACNER, McLENDON & MURRELL. P.C. pplMRfy UO/�lY MY�IIOMMIAY �C�IAH �/ r{A1��r SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING & GRADING 1. EXCAVATION, EARTHWORK, BACKFILLING & GRADING. 1.1 - General - The work includes all labor, materials, equipment and appliances required for the complete execution of all excavation, _backfilling,:a'nd grading work required by the drawings, the condi.tions.of the site, and as directed by the Engineer, including but not limited to the following: (a) Excavation for all tank footings, foundations, slabs, platforms, trenches, pits and all other sewer structures and. piping, electrical and water lines,, and all other items under this contract for which excavation is required. (b) Excavation of all unsuitable material in construction areas under this contract. (c) Fill, rough and fine grading of subgrade in accordance with the proposed finish grades as shown on the drawings, due allowance being made for the thickness of topsoil in lawn areas and for the thicknesses of pavement and sidewalks. (d) Shore, brace and sheetpile, where necessary, for proper support of excavated banks. (e) Backfilling against foundations and of excavated areas as required. (f ) Compaction of soils in fill areas. (g) Mixing soils as required. (h ) Trenching and backfilling for all sewer, process, water and electric lines as called for on the contract drawings. (i) Location and stakeout work performed by the Contractor shall be performed by a land surveyor duly licensed in the State of New York. 2. TOPOGRAPHIC.DATA Topography has been made and i.s"included in the contract documents for reference by the Contractor. This information is for general information of the Contractor, and neither the Owner nor the Engineer will assume n.f 3 P2MHOLZMACHER. McLENDON b MURRELL. P.C. 001MA"No urs u«.awrrK SCOW"Ws.raarw SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING 6 GRADING (CONT'D.) responsibility for variations of existing conditions. The Contractor shall use his own judgment as to the actual conditions by inspection of the site, the existing grades and conditions. All necessary precautions shall be taken to preserve the material below and beyond the lines of all excavation in the soundest possible condition. Any damage to the work due to the Contractor's operations shall be repaired at the expense of, and by, the Contractor. Any and all excess excavation for the convenience of the Contractor or over -excavation performed by the Contractor for any reason or purpose, except as may be ordered in writing by the Engineer, and whether or not due to the fault of the Contractor, shall be at the expense of the Contractor. Where required to complete the work, all such excess excavation and over -excavation shall be refilled with materials furnished and placed at the expense of, and by, the Contractor. 3. EXCAVATION Ali site excavation and excavation for all structures and improvements shall include the removal of earth, rock, less than one cubic yard, masonry, and other materials of any nature whatsoever that may be encountered. Excavation lines shall be such as to provide sufficient clearance for the proper performance of the work, and unless otherwise required, such clearance shall not be less than one foot outside the footings. Excavation shall not be made below proposed grades except where boulders are encountered or where removal of unstable material is directed by the Engineer. Material removed below grade shall be replaced with approved material thoroughly compacted or as otherwise directed by the Engineer. Subsurface rock excavation shall include the removal of boulders larger than one cubic yard in volume. Boulders shall be removed to a minimum depth of 12 -inches below subgrade. The cost of subsurface rock excavation shall be paid for separately. When the excavations have been carried to the required depth as shown on the drawings, the Contractor shall do no more work until after inspection by the Engineer, -who shall order the F.EB&(; - 2 of 7 HOLZMACHER• McLENDON & MURRELL. P.C. aor�af.rw.wr� wrno..rrrr �a�mrn...rw.ws SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING & GRADING (CONT'D.) foundation or other work to proceed, or further excavation as the conditions indicate. No further work shall be done until the excavations therefor have been approved by the Engineer. Excavations shall be kept dry and free from frost. No excavations shall be made in frozen materials without written approval. No additional allowance or payment shall be made on account of any materials being wet or frozen. 4. FILLS AND EMBANKMENTS 4.1 - General - Fills and embankments shall be constructed to the lines and grades shown on the drawings. Fills shall not be started until the area has been inspected and approved by the Engineer. Fill material shall be free from frost, stumps, trees, roots, sod or muck. Only approved material from excavation areas shall be used. Additional fill material shall be subject to the approval of the Engineer. The material is to be clean, well graded, sandy soil, containing not more than 8% of fine material. Fine material is defined as that which passes a No. 200 sieve. Material shall not be placed on frozen ground. The f ills and embankments for each portion shall be maintained approximately level throughout .the entire length of each layer. 4.2 - Foundation Preparation - The foundation for the earth fill shall be prepared by leveling and rolling so that the surface materials of the foundation will be as compact and well bonded with the first layer of the earth fill as herein specified for subsequent layers of earth fill. 4.3 - Placing - The combined excavation and placing operation shall be such that the materials when compacted in the earth fill will be blended sufficiently to secure the best practicable degree of compaction and stability. Cobbles and rock fragments having maximum dimensions of more than 5 -inches shall not be placed in the earth fill. The material shall be. placed in the earth fill in continuous approximately horizontal layers not more than 6 -inches in thickness after being rolled. F. •.�; - 3 n 7 ImHOLZMACHER, McLENDON d MURRELL. P.C. 00"Tas w.�w wwwawnr wreua I" a�.w SITE WORK - EXCAVATION., EARTHWORK, BACKFILLING & GRADING (CONT'D.) If, in the opinion of the Engineer, the surface of the prepared foundation or rolled surface of any layer of earth fill is too dry or smooth to bond properly with the layer of material to be .placed thereon, it shall be moistened and/or worked with harrow, scarifier, or other suitable equipment to sufficient depth to provide satisfactory bonding. If, in the opinion of the Engineer, the rolled surface of any layer of earth fill is too wet for proper compaction of the layer of fill to be placed thereon, it shall be removed, allowed to dry, or be worked with harrow, scarifier, or other suitable equipment to reduce the water content to the proper amount; and then it shall be recompacted. Tamping rollers shall be used for compacting earth fill. Rollers shall be furnished by the Contractor. Sandy soils shall be placed in 4 to 6 -inch layers and compacted with caterpillar type tractor, tamping roller, smooth -wheel roller weighing S to 10 tons, or approved pneumatic roller. Clay soils shall be placed in 6 -inch maximum layers and compacted with light tamping roller. Glacial fill shall be placed in 8 -inch maximum layers and compacted with heavy tamping roller. The Contractor may use other equipment if approved. Places inaccessible to roller shall be compacted with mechanical or hand tampers. Stones in earth fill shall be well distributed. No stones over 4 -inches in diameter shall be left within 12 -inches of finished subgrade. Each layer shall be free of ruts and shall meet compaction requirements before the succeeding layer is placed. At least the top 12 -inches of subgrade for pavement, sidewalk, slabs, retaining walls, footings and all other structures, shall be of selected granular material. Operation of equipment shall be distributed to avoid rutting and unequal compaction. When the Engineer orders loam or heavy material to be mixed and graded with sandy or light material for sufficient bonding and compaction, the Contractor shall perform this work to the complete satisfaction of the Engineer. 5. SHORING AND DRAINING Whenever necessary to maintain the banks of excavation in a safe and stable condition, the Contractor shall furnish and F:F:H.tic 7 3 of 7 HOLZMACHER, McLENDON & MURRELL. P.C. mMMa1wxrM9"VOMM MMALsclenTan�dw"wAs SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING & GRADING (CONT'D.) install temporary sheetpil.ing or planks, braces and shores of good, sound ,timber of adequate strength and shall remove such piling or shoring as the foundation work progresses. Excavations and the job site, in general, shall be kept free from water, ice and snow during construction. This shall include the excavation and maintenance of temporary ditches, and the furnishing and operation of pumps and other equipment needs to properly drain the work. Remove shoring and piling before backfilling is comleted, but not until permanent support have been placed, or as directed. No additional payment shall be made for shoring and draining. 6. BACKFILL After inspection and approval of foundations and other work which is to be covered by backfill, the excavated areas shall be backfilled with clean selected material previously excavated, free from organic matter and frozen lumps, and approved by the Engineer. Material shall be backfilled in 12 -inch layers and thoroughly tamped between layers. Mechanical tampers shall be used wherever possible. If directed by the Engineer, the backfill shall be thoroughly saturated with water'as it is placed. If backfilling is required Contractor's excavating error accomplished using 2,500 psi accordance with the -section specifications. beneath footings, whether due to or otherwise, this shall be concrete, mixed and placed in entitled CONCRETE of the Do not backfill walls or foundations until concrete has attained adequate strength and/or adequate shoring is provided. A minimum of 48 hours is required after applying the second coat of waterproofing, in addition to the strength requirements. Backfill for each layer shall be thoroughly compacted to attain 95% of maximum density at. optimum moisture as determined by AASHTO T-99, Method C. The Contractor shall perform compaction testing to the extent considered necessary by the Engineer, to attain specified results, and the cost of all such testing shall be borne by the Contractor. 5 of 7 HOLZMACHER, McLENDON & MURRELL. P.C. cow"T"awMAI&A AL8COWTIMn.rPLANVOs SITE WORK - EXCAVATION, EARTHWORK, . BACKFILLING & GRADING (CONT'D.) 7 COMPACTION REQUIREMENTS - PAVED AREAS & FOUNDATION AREAS All soils -to be backfilled that provide support for footings', foundation slabs and other load-bearing structures shall be compacted to 100% of maximum density at the optimum moisture content as determined by AASHTO T-99, Method C. Compaction of backfill shall take place in layers of 6 -inch maximum thickness with clean selected material previously excavated and shall be performed by means of mechanical tampers wherever possible. Field tests to verify specified compaction are to be performed on various samples at each backfilled and compacted layer as determined by Engineer. Compaction tests. - shall be performed by a certified testing laboratory and approved by the Engineer. Method, of field testing compacted layers is to be in accordance with ASTM D1556 and results are to be submitted simultaneously to the Contractor and Engineer. No backfilling is to be performed until the previous backfilled layer is properly compacted as specified above. The Contractor shall make every effort to allow for possible provisions i`n order to enable a second independent soils testing laboratory to perform compaction tests at the discretion of the Owner/Engineer. Results of these tests will be available to the Contractor upon request. Expenses for soil testing borne by the Contractor are limited to those tests whereby results are submitted simultaneously to the Contractor and Engineer. The Owner will bear the cost of the second independent testing. 8. COMPACTION REQUIREMENTS - UNPAVED AREAS In construction of fill areas in areas to remain unpaved, and where no structures will be built, all filled soils to whatever depth is required below finished grade shall be compacted to 90% of maximum density at optimum moisture as determined by ASTM D1557-, Method C. 9. TOLERANCES Subgrades shall be formed and compacted in accordance with Plans and Specifications to within a tolerance of + 1/2 -inch. HOLZMACHER, MCLENDON & MURRELL. P.C. C9N0R=@*HmN1Mft 9F.%TA8wYRY9CW1Wr*mw �M SITE WORK - EXCAVATION, 'EARTHWORK, BACKFILLING & GRADING (CONT'D.) 10. FINISHING SLOPES AND SURFACES All slopes shall be finished to smooth, compact surfaces in conformity with the Plans. Blade grader or scraper finish will be allowed on slopes. ll.. -DISPOSAL OF EXCESS MATERIAL All excess or unsuitable excavated material over and above the quantity required for fill areas shall be hauled from the site The Contractor is responsible to load and haul away all excavated material deemed surplus to the needs of this project by the Engineer. The Contractor shall be held to slightly above water level truckloads to insure against spillage on the public streets, and for cleaning such spillage should it occur. The Contractor shall cover trucks to further insure against spillage on roadways or other property. 12. MAINTAINING ROUGH GRADES Considering that fine grading with topsoil will not begin until some time after completion of the rough grading work under this contract, the subgrades may be disturbed by weather and erosion. It will then become the responsibility of the Contractor to restore and regrade all portions of the work which are not within a tolerance of + 1/1 -inch of the required elevations. This will include, but not be limited to, was out embankments, gorges, ruts and valleys, and deposits of material on lower levels of the work. The Contractor shall include the cost of this work in his lump sum price bid for excavation and grading, even though the time lapse is several months. F.FF'.&(; - 7 'of 7 I:OL(M..(.ri �•��lr n.�UN :. MUN1.EI. .•'•�. ' ..M . SITL•' 1:011K T0.'S0IL `JPRI'ADING .1ND F iNI .G1:ADING I 1. SCCpE The work required for Grading Work, the -Engineer. includes all labor, material, equipment and appliances the co•uplete execution of all Topsoil Spreading and Fine required o3' the drawi,igs, these Specifications, conditions at the site and as directed by 2. TOPSOIL, SPREADING AND FINE* GRADING A. All stripping and stockpiling of existing usable topsoil on the site shall be done by this Contractor. B. Before completion of this Contract, after all rough grading work has been completed to establish new grades, as shown on the drawings, in accordance with the zection of the specifications entitled "EXCAVATION, BACKFILLING &GRADING", this Contractor shall spread and fine grade, to provide a minimum top soil depth of 6", all stockpiled topscl and all approved furnished topsoil within the cleared and stripped area and within the area of the proposed new finished grades. C. Fine graying shall be done with topsoil to bring the sub -grade to the proposed finished:elevations, as shown on the drawings. D. All topsoil brought to the site shall be free of an admixture of subsoil and shall be reasonably free of stones, lumps, clods of hard earth, plants, or their roots; sticks and other extraneous matter. The topsoil shall be fertile, friable, a natural loam containing a liberal amount of humus and shall be capable of sustaining vigorous plant and grass seed growth. All topsoil shall be approved by the, Engineer prior to delivery to the site. E. Grading of the subgrade within the areas to be covered by topsoil shall be in accordance with the section of the specifications entitled, "EXCAVATION, BACKFILLING AND GRADING". Subgrade shall be 6 below finished grade elevation. F. This Contractor shall either sod or seed, or both, the entire area where topsoil is placed in accordance with the section of the specifications entitled, "SOIL PREPARATION AND SEEDING and/or "SOD & SODDING". G. if a sufficient amount of topsoil is not available from the. stockpile areas to provide the required minimum depth, the Contractor shall furnish the remaining topsoil frcm a source off the site which shall be approved by the Engiaeer at the source, prior to delivery at 4.1-- z tc and a . n� add' %ional cost to the Owner.. TSI -'U 1 of 2 H2M CORP. 1 HOIZYACHER, MCIENOON 6 MURRELL. P.C. CONSULnma ENGIMEIAS AMC CpM*CNMQffAL =E)Mg" SITE WORK - TOPSOIL SPREADING AND FINE GRADING - CONT'D. 3. BASIS OF PAYMENT The cost for. furnishing all labor, materials, equipment and applicances required to complete the execution of all TOPSOIL SPREADING AND FINE, GRADING shall be included in the base bid for this Contract. TSFG - 2 of 2 F12AtHOLZMACHER, McLENDON 3 MURRELL, P.C. err.MY11KO""7K WWWOTSwr PLhm� SOIL PREPARATION AND SEEDING , 1.0 - SCOPE The work includes all labor, material, equipment and appli- ances required for furnishing and sowing seed on areas shown on the plans and maintaining'work as specified. This item also in- cludes furnishing and incorporating soil conditioners, lime and fertilizer, preparing ground surface for seeding and furnishing mulch and mulching as specified. 2.0 - MATERIALS 2.1 - Grass Seed The grass seed mixture shall consist of: Minimum % Minimum % % Grass Purity Germination 30% Merion Kentucky B1ue.Grass 90 80 60% Kentucky 31 Fescue 95 90 10% Redtop 95 95 Grass seed shall be fresh, re -cleaned seed of the latest crop, mixed in the above proportions by weight and meeting the above standards of pure live seed content. Grass seed shall be delivered to the site in the ,original, unopened containers. All seed and seed labels shall be in accordance with State and Federal Laws, Rules and Regulations, as each is in'effect on the date of invitation for bids. The seeds shall meet the minimum specified rquirements re- gardless of the guarantee of qualities or dates of testing. Seeds, packing and labeling not meeting the specifications will be rejected. Seed which has become wet, moldy or otherwise damaged in transit or storage will not be acceptable. 2.2 - Fertilizer Superphosphate - Superphosphate shall contain a minimum of 20% available phosphoric acid. The guaranteed percentage of available phosphoric acid shall be stated as a part of the name. F_t W HOLZMACHER, McLENDON a MURRELL. P.C. SOIL PREPARATION AND SEEDING (CONT'D.) 10-6-4 Fertilizer - The fertilizer shall be standard quality commercial carriers of available plant food elements. It shall consist of.nitrogen, phosphoric acid and potash in the ratio of 10% nitrogen, 6% phosphoric acid and 4% potash. At least 50% of the available nitrogen shall be present in an organic form. 2.3 - Limestone Agricultural limestone shall be ground dolomitic limestone containing a minimum of 90% of calcium and magnesium carbonates. One hundred percent (100%) shall pass the 10 mesh screen and a minimum of 50% the 100 mesh screen. 2.4 - Topsoil Necessary topsoil for seeded areas shall be from existing stockpiles on site and/or topsoil brought to the site in accord- ance with the section of the specifications entitled, "TOPSOIL, SPREADING AND FINE GRADING 2.5 - Water Water shall be free from oils, acids, alkalis, salt and chemicals which may inhibit grass growth. 2.6 - Mulch Mulch shall be low grade, musty, spoiled, partially rotted hay and straw. Mulch that contains detrimental seeds or noxious weeds will be rejected. 2'.7 - Physical Soil Conditions Peat moss shall have a minimum organic matter content of 90% and moisture absorptive capacity of 450 to 500%. 3.0 - METHOD 3.1 - Season Grass seed shall be sown in the fall between September 1st and October 15th, or at such other times as approved by the Engi- neer. The Contractor shall notify the Engineer at least 48 hours in advance of the time he intends to .begin sowing seed and shall not proceed with such work until permission to do so has been SP&S. - 2 of -5 MOLZMACNER. McLENDON d MURRELL, P.0 murlATNG 110N(lffe 1"WWOMIf MTk SCOMT*T% 0� P #"aft SOIL PREPARATION AND SEEDING (CONT'D.) obtained from the Engineer. When delays in operations carry the work beyond the dates specified, or when high winds, excessive moisture or ice are such that satisfactory results are not likely to be obtained for any stage of the work, the Contractor shall stop this aspect of his work. The work shall be resumed only when the desired results are likely to be obtained or when cor- rective measures and procedures are adopted. When sodding is to be done in -the same general areas, the sodding shall be done be- fore the seed is sown and equipment used during seeding shall cause no damage to the sodded areas. 3.2 - Preparation of Soil Areas to be seeded shall be maintained at approved grades, and irregularities which form low places and hold water shall be eliminated. Areas to be seeded shall be harrowed, disced or otherwise completely pulverized to a state of tillage to a depth of four (4) inches. All stone or other unsuitable material over two (2) inches in greatest dimension shall be removed from the site. After the soil has been tilled to the satisfaction of the Engineer, superphosphate (20%), at the rate of 2,000 lbs. per acre, agricultural limestone at the rate of 4,000 lbs. per acre, and peat moss at the rate of 43 cubic yards per acre shall be applied and thoroughly disced into.the soil to a -depth of at least four (4) inches. 3.3 - Sowing Seed and Fertilizing Any method of distribution by mechanical distributor will be acceptable, except that seed shall not be injured in the process of spreading. The 10-6-4 fertilizer shall be incorporated into the upper two (2) inches of .the soil prior to seeding, at the rate of 900 lbs. per acre. The distributor shall be run over the ground to sow the seed at the rate of 160 lbs. per acre. No seeding shall. be done in windy weather or when the ground is wet or otherwise untillable. After sowing, the seeded areas shall be lightly rolled with a roller weighing not more than 100 lbs. per foot of width. All mechanical equipment for seeding and rolling shall be as approved and shall pass parallel to the contours unless other- wise approved, to obtain uniform coverage of all materials. 3.4 - Mulch - After seeding, mulch at the rate of two (2) tons dry weight per acre shall be spread in a continuous blanket over the seeded areas. The mulch may be spread by hand or machinery approved by the Engineer. SP&S - 3 of 5 HOLZMACHER, MCLENDON 3 MURRELL, P.C. _TN.M [IOMIK. 6"WWA uYBRK 900wro T7 M RAMyM SOIL PREPARATION AND SEEDING (CONT'D.) Mulching shall be performed not later than three (3) days after seeding. Mulch shall be anchored on all slope areas. Anchorage to hold mulch in place shall be by a method approved by the Engineer. 3.5 - Watering All seeded areas shall be watered lightly upon completion of seeding and mulching in such a manner that the soil does not wash. 4.0 - MAINTENANCE 4.1 - General The Contractor shall maintain the seeded and mulched areas from the time of planting until one (1) month after the date of Final Payment Request, or such earlier date as determined by the Engineer. Maintenance shall consist of repairing any areas damaged following the seeding and mulching operations due to wind, fire, water, watering, mulch removal and cutting. Damaged areas shall be repaired to re-establish the condition and grade of the area prior to seeding and shall then be re -fertilized, re -seeded and re -mulched as specified herein. In addition to the foregoing requirements, the Contractor shall be responsible for the following operations: 4.2 - Watering The Contractor shall be responsible for any necessary irri- gation to secure germination and initial establishment of the grass to the time of the first cutting. 4.3 - Mulch Removal Mulch shall be removed from the seeded areas by the Con- tractor at any time prior to the first cutting or when requested by the Engineer. 4.4 - Cutting The Contractor shall be responsible for the first cutting of the grass only. Clippings shall be to a height of 1-1/2 inches when the grass has attained an average height of 2-1/2 inches.. All clippings shall be removed. .SP&S - 4 Or D �u HOLZMACHER, McLENDON 3 MURRELL. P.C. ■ 1LJ_- CON&M aaNGOWIN .ewvwaWENTALsm man.wr Aw"GIS SOIL PREPARATION AND SEEDING (CONT'D.) 5.0 - METHOD OF PAYMENT. Payment for the work included under this item shall be included. in the base bid for this Contract. The work includes all labor, ma- terial, equipment and appliances required for furnishing and sowing seed on areas shown on the plans and maintaining work as specified. This item also includes furnishing and incorporating soil condition- ers, lime fertilizer, preparing ground surface for seeding, and fur- nishing mulch and mulching as specified. CiptiS — S of 5 ■amu HOLZMACHER, McLENDON & MURRELL, P.C. ■ �_- CONSULTINOENGINEERS. ENVIRONMENTAL SCIENTISTS Wd PLANNERS SITE WORK - PAVEMENT CONSTRUCTION 1.0 SCOPE Under this work, the contractor shall remove and dispose of all existing paved roadways where required, and shall compact and shape the subgrade, fine grade the earth surface, and construct thereon an asphaltic concrete pavement on a dense graded crushed stone blend base to the thickness specified on the plans, as or- dered by and to the approval of the Engineer. Any temporary pavement placed by this or any other contractor shall be removed under this work. All work shall be in accordance with these specifications and those of the Highway Department of the Town of Southold. 2.0 SUBGRADE AND FINE GRADING The subgrade shall be cleaned of all loose or foreign mate- rial, reshaped if rutted, and otherwise prepared so as to provide uniform support for the pavement. All soft or unsuitable mate- rial such as loam or clay shall be removed to a depth of at least 12 inches, or as may be directed by the Engineer, and replaced with suitable material approved by the Engineer and rolled in 4 - inch layers to subgrade. Granular material, if ordered by the Engineer, shall be used to replace suitable soil. Excavation and removal of unsuitable material, however, shall be included in the base bid. Shaping and compacting of the subgrade shall be accomplished by blade grading, where applicable, and by rolling with an ap- proved two -wheel or pneumatic roller. All equipment for prepara- tion of subgrade and for placing and finishing of pavement shall be in first class working order and shall be subject to any in- spection the Engineer may desire prior to being placed in use. After the subgrade has been prepared and compacted to the re- quired uniform density and to the required elevation, alignment and cross-section, it shall be maintained in that condition until the pavement is placed thereon. Pavement will not be placed upon any frozen subgrade or upon any material which, in the opinion of the Engineer, is unsuitable as a pavement foundation. The subgrade to be consolidated shall be compacted to 100 percent (100%) of maximum density at optimum moisture as deter- mined by AASHTO T-99, Method C, except that soils for a depth of 9 inches below pavement subgrades, in both cuts and embankments, shall be compacted to not less than 95 percent (95%). Soils which have a maximum density less than 100 pounds per cubic foot, as determined by AASHTO T-99, shall be wasted or mixed with,heav- ier soils to obtain the required weight. - PVT - 1 of 9 2 .1 ) V HOLZMACHER. MCLENDON A MURRELL. R.0 5 t 2A C0.rear000%* wnwj,u#WW6VAr1.►w.MrS. nAMOSO SITE WORK - PAVEMENT CONSTRUCTION (CONT -D.). The Contractor shall. perform compaction -testing to the extent considered necessary by the Engineer, to verify compaction has been achieved in accordance with these specifications. The cost of -such testing shall be borne by this Contractor. 3.0 DENSE GRADED STONE BLEND BASE COURSE Upon a properly stabilized, compacted, finely graded and shaped subgrade, a dense graded crushed stone blend base course shall be placed, graded and compacted to the minimum depths indicated on the plans.. 3.1 - Material The base course blend shall consist of crushed stone blended with crushed stone screenings and shall be such as to provide a mini- mum dry density of 145 pounds per cubic foot when compacted at optimum moisture content when tested in conformance with A.S.T.M. D-1557, Method D. The sample shall contain all of the coarse aggregate sizes. That portion of the stone blend that passes the #40 screen shall have a plasticity index of zero. Crushed stone shall consist of clean, durable, sharp angled fragments of rock. Of that material retained on the 1/2" square sieve, not more than 10 percent (10%) by weight, shall consist of flat or elongated pieces. A flat or elongated piece is defined as one whose greatest dimension is more than three times its least dimension- Coarse aggregate when subject to five cycles of the soundness test shall have a weight loss of not more than 5 percent (5%) with sodium sulphate or 10 percent (10$) with manganesium sulphate. The base course blend of crushed stone and crushed stone screenings shall conform to the gradation as follows: SCREEN SIZE % PASSING 1-1/2" 100% 1" 90-100 1/2" 65-85 3/8" 55-75 #4 40-55 #8 30-45 #16 22-36 #30 16-27 #50 12-19 #100 7-13 #200 3-7 PVT - 2 of 9 2 1 HOLZMACHER. MOLENDON 6 MURRELL. P.0 U247 �r.iaaaw+yawawra�.rarT.►aor�rwn.rra�.+aw SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.) 3.2 - Method The base course blend shall be spread with approved mechanical spreader equipment. No material shall be spread from piles dumped on the site. No segregation of large or fine particles will be permitted.. It shall be the Contractor's responsibility to prepare the sub - grade to a dense, stabilized, compacted and unyielding state; and to place, grade and compact the base course blend to the minimum thickness specified (approximately 1-1/2" below finished grade for pavements without binder course and approximately 3" below finished grade in those areas where a binder course will be utilized). After the base course blend has been laid loose and shaped, it shall be rolled with an approved steel wheel roller. During rolling, the base course shall be kept in a moist condition to allow compaction to maximum density (approximately 6 percent (6%) moisture). In lieu .of the moisture requirement for compaction, an approved vibratory compactor may be'used to obtain initial keying and to permit rolling with the required steel wheel roller. If the base course is left for an extended length of time before placing the asphalt wearing or binder course, the Contractor shall add additional base course blended stone, and shall reshape, reroll and'recompact the base course to the prescribed grade. Before placing any asphalt, the base course shall be checked in the presence of the Engineer and any irregularities shall be ,properly corrected to receive the required asphalt thickness to the correct finished grade. 4.0 ASPHALTIC CONCRETE BINDER COURSE After satisfactory completion of the base course construction, the Contractor shall construct a one layer binder course (where specified) of asphaltic concrete placed and compacted to a minimum thickness of 1-1/2 The rate of asphalt placement shall be such that the yield shall never exceed 12.6 square yards/ton and the average yeild shall not be more than 12.0 square yards/ton. It shall"be the Contractor's responsibility to maintain checks on the actual rate of placement as the work progresses and make such adjustments as are required to insure the. proper yield. The surface of the finished asphalt course shall be tested with a 16 -foot straight edge (furnished by the Contractor), where applicable. Any variation of more than 1/4" shall be corrected in a manner satisfactory .to the Engineer. In those areas where resurfacing existing pavement has been specified PVT. . 244u HOIZMACHER, McLENDON a MURRELL. P.C. 00mran.o420000M a eackma nrwm■r+n.rftr an SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.) on the plans, binder course shall be placed at the direction of the Engineer to provide a uniform surface on which the proposed wearing course can be placed. In those areas where binder is to be placed as a truing and/or leveling course the existing pavement shall receive a tack coat prior to the installation of the binder material. Tack coat shall be applied in accordance with the section of these Specifications entitled "TACK COAT". 5.0 ASPHALTIC CONCRETE WEARING COURSE After satisfactory completion of base course construction (or binder course, where applicable) the Contractor shall construct a one layer wearing course of asphaltic concrete placed and compacted to a minimum depth of 1-1/2". The rate of asphalt placement shall be such that the yield shall never exceed 12.6 square yards/ton and the average yield shall not be more than 12 square yards/ton. It shall be the Con- tractor's responsibility to maintain checks on the actual rate of place- ment as the work progresses and make such adjustments as are required to insure the final yield factor. The surface of the finished asphalt course shall be tested with a 16 -foot straight edge, where applicable, furnished by the Contractor, and shall be observed after rains. Any variation or puddles of more than 1/4" shall be corrected in a manner satisfactory to the Engineer. In those areas where existing pavements are to be resurfaced; the entire area to be resurfaced shall receive a tack coat prior to the installation of the the new weariion ng gt curse. Tack coat shall be applied in accordance hese Specifications entitled, "TACK COAT." 6.0 MATERIALS FOR ASPHALTIC CONCRETE COURSES 6.1 - Asphaltic Concrete - The asphaltic concrete mixtures shall conform to those specified by the New York State Department of Trans- portation in the Standard Specifications dated January 2, 1981. BINDER COURSE'COMPOSITION (TYPE 3) GENERAL LIMITS JOB MIX SCREEN SIZE % PASS % TOL. 1-1/2" 100 - 1" 95-100 + 1/2" 70-90 +6 1/411 48-74 +7 1/8" 32-62 +� 20 15-39 + 40 8-27 +7 80 4-16 -4 -2 200=8 P,:'T - .4 c--117 9 V HOIZMACHER. MCLENDON d MURRELL. P•C IL/ ap.ran.o o urn�w� or...r■r.a eaoisTs" r OL^""00 SITE WORK - PAVEMENT CONSTRUCTION (CONT' D.. ) MATERIAL RANGE % Asphalt Cement Content 4.5-6.5 Mixing and Placing Temp. o Range (Degrees F.) 250°-325 Asphalt Cement Grade AC -20 SCREEN SIZE 1" 1/2" 1/4" e 1/8," 20 40 80 200 % Asphalt Cement TOP COURSE COMPOSITION (TYPE 6) GENERAL LIMITS % PASS 100 90-100 65-85 36-65 15-39 8-27 4-16 3-6 JOB MIX $ TOL. ±0.4 JOB MIX % TOL. +0 +5 +7 _+7 +7 +7 +4 -2 5.8-7.0 - ±0.4 Mixing & Placing Temp. Range (Degrees F.) 250°-325° Asphalt Cement Grade AC -20 6.2 - Coarse Aggregates - Coarse aggregate shall consist of crushed stone, crushed gravel, screened gravel or crushed air-cooled blast furnace slag, conforming to the requirements for NYSDOT Type 6. 6.3 - Fine Aggregates - Fine aggregate shall consist of natural sand from the Long Island, New York area. All fine aggregate shall consist of hard, strong, durable particles which are free from a coating or any injurious amounts of clay, loam or other deleterious :substances. 6.4 - Mineral Filler.- Mineral filler shall be limestone dust or 1 material dust approved by the Engineer, shall, be thoroughly dry and, 2 when delivered to the mixer, it shall be free from lumps and loosely 1 bonded aggregations. ?VT -.5 Of 9 2 1 HOLZMACHER, McLENDON i MURRELL. P.0 u2A SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.) 6.5 - Asphalt Cement - The asphalt shall be prepared by refining crude petroleum by suitable methods. The asphalt cement shall be homogeneous, free from water and shall not foam when heated to 347 degrees F. Silicone additives will be permitted in paving asphalts. Silicone may be introduced into the asphalt in accordance with the manufacturer's recommendations either at the refinery, terminal or at a mixing plant storage tank. Asphalt treated with silicone shall conform to the specifications for untreated asphalt. 7.0 - TRANSPORTATION The mixture shall be transported from the paving plant to the job site in tight vehicles with metal bottoms previously cleaned of all foreign materials. When directed by the Engineer, the vehicles shall be suitably insulated and each load shall be covered with canvas or other suitable material of sufficient size to protect it from weather conditions. The inside surface of all vehicles used for hauling the plant mix must be lightly lubricated with a thin oil or soap solution just before loading, but excess lubricant will not be permitted. No loads shall be sent out so late in the day as to prevent the spreading and compaction of the mixture during daylight hours unless artificial light approved by the Engineer is provided. 8.0 —MACHINES AND EQUIPMENT FOR PLACING ASPHALTIC CONCRETE Spreading and finishing machines of an approved type may be used where the quantity of pavement and local conditions are suitable. Where the area of pavement exceeds 1,500 square yards, asphalt finishing machines shall be used. Machines shall be equipped with easily adjus- table strike -off plates. Rollers used to compact asphaltic concrete binder and/or wearing course shall weigh not less than ten (10) tons, or shall be a vibratory type roller with a minimum weight of two (2) tons, and providinga compactive effort equal to that of a ten (10) ton roller. The wheels of rollers and paving machines shall be kept clean at all times. Water or a mixture of water and ten percent (10%) lubri- cating oil may be used to wet the wheels. Hot water, gasoline, grease or oil shall not be permitted to drip from machines onto the pavement.- Dump avement.-Dump plates shall not be coated with oil. Soap solution, white- wash or other approved material shall be used. PVT - 6 of. 9 Irk V HOLZMACHER, MCLENDON 3 MURRELL. P U244 SITE WORK - PAVEMENT -CONSTRUCTION (CONT'D.) 9.0 - BUYING ASPHALT MIXTURE The -Contractor shall state in a letter form, the name and location of the plant from which he proposes to obtain the asphaltic concrete mix. If this source of material is approved by the Engineer, then this source of supply shall not be changed without the written consent of the Engineer. 10.0 - INSTALLATION OF ASPHALTIC CONCRETE Prior to the arrival of the mixture on the job, the foundation course shall be cleaned of all foreign material. Foundations shall be dry and clean at the time the asphaltic concrete is placed and in a condition satisfactory to the Engineer. Contact surfaces of curb and gutters and other structures shall be,painted with a thin, uniform coating of asphalt material before the course is placed. The pavement shall then be deposited by a mechanical spreader. Areas totaling more than 1,500 square yards shall be laid with asphalt finishing machines and rolled to specified compacted thickness by a two -wheel roller. Rolling shall continue until all roller marks disappear and the surface shows no further compressibility. Rolling shall be performed by not less than one roller for each 25 tons/ hour of asphalt laid. All pavement not accessible to the roller shall be tamped with hot tampers weighing not less than 25 pounds and having an area not exceeding 48 square inches. Care shall be exercised in joint forming with a minimum of one raker with a finishing machine forming joints. Adjacent asphalt shall. be made with joint temperature at a minimum of 200 degrees F. To this end, joint heaters and hot irons will be employed to maintain joint temperatures. Materials shall not be placed on wet foundation or placed while rain or snow is falling. Whentemperature is below 35 degrees F. work shall proceed only if directed by the Engineer. 11'.0 - INSPECTION AND TESTS 1 The Contractor shall provide the Engineer with satisfactory evidenc that the asphaltic materials, mixes and base course gradation supplied under this contract comply with the specifications. The services of J PVT - 7 of , 9 912HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS wd PLANNERS SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.) a testing laboratory of recognized, standing, approved by the En- gineer, shall be engaged by the contractor to make daily tests of mixtures supplied and shall furnish. the Engineer with reports promptly upon completion of such tests. Tests for asphalt con- formance will be made by extraction from the hopper of the as- phalt finishing machine. The cost of such testing service shall be included in the base bid for this Contract. One set of tests shall be made for each 2,000 square yards or less of pavement laid in one day. 12.0 JOB MIX FORMULA No asphaltic concrete shall be laid on the project, nor any mixture accepted therefore, until the contractor has submitted and received approval from the Engineer for his intended job mix formula, indicating in writing the single definite percentage for each sieve fraction of aggregate and for asphaltic cement which he chooses as a fixed mean in each instance, also the intended temperature of completed mixture at the time it is discharged from the mixer. If a change in the materials is made and ap- proved by the Engineer, the job mix formula shall be readjusted as necessary. 13.0 MISCELLANEOUS Payment will not be made for pavement disturbed or broken by the contractor due to his own negligence or for -pavements removed to facilitate the construction where specific authorization has not been given by the Engineer. 14.0 MAINTENANCE AND GUARANTEE After pavement construction, the contractor will be respon- sible for his work and will have to make any necessary repairs immediately after notification from the Engineer, to the satis- faction of the Engineer and the Town of Southold, for a,period of one (1) year after date of the final payment " reques t . PVT -- -8 of 9 ■ 2M HOLIMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS Wd PLANNERS SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.) 15.0 - TACK COAT Where the wearing course is to be placed on an asphaltic base, binder or truing and leveling course, or on any type of ex- isting pavement, a tack coat of bituminous material shall be ap- plied to the surface prior to placement of the wearing course. Such material shall also be applied to all sawcut joints as a seal coat. The bituminousmaterial shall conform to the require- ments of NYSDOT Standard Specification Section 407, Item No. 407.01. The minimum application rate of this material shall be 0.1 gallons per square yard. BASIS OF PAYMENT No separate payment will be made for pavement which is con- structed in accordance with the specifications and so ordered by and to the approval of the Engineer. Payment for all pavement construction shall be included in the base bid, except that area south of the scale, identified on the plans as Contingency Item No. 1. Payment shall include all material, labor, equipment, testing and incidentals required to complete the work as speci- fied. In addition, payment shall include all costs to alter any utility castings so that they conform to the proposed pavement grades, all costs to maintain the existing traffic flow at the Town Landfill, and all costs to remove and dispose of any exist- ing structures or other objects required to construct the pro- posed pavement or resurface the existing pavement. PVT - 9 of 9 �_{C)V HOLZMACHER, MCLENDON & MURRELL, P.C. ■ 2A GON"nNOENGINEEIM.ENVNIDNrENTALSOENnMMd/LANNEM CONCRETE- 1.0 ONCRETE1.0 SCORE The work includes all labor, materials, equipment and appli- ances required to mix, transport, form, place, test, finish and cure cast -in-place concrete, in accordance with the Contract doc- uments and as ordered by the Engineer. The contractor shall comply with the provisions of the fol- lowing codes, specifications and standards (latest editions), ex- cept where more stringent requirements are shown or specified: ACI 301: Specifications for Structural Concrete for Buildings ACI 318: Building Code Requirements for Reinforced Concrete ACI 311: Recommended Practice for Concrete Inspection ACI 347:Recommended Practice for Concrete Formwork ACI 304: Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete Concrete Reinforcing Steel Institute "Manual of Standard Practice" 2.0 MATERIALS 2.1 Cement (a) All cement shall be Portland cement and shall conform to the requirements of ASTM Specification C1.50, latest revision. .Unless other types are required by these specifications, or. are authorized in writing, Type II cement shall be used. Only one brand of cement shall be used for exposed concrete surfaces. of any individual structure. C - 1 of '24 ■ HOLZMACHER. McLENDON & MURRELL. P.C. Go"ATINO EMOINEERS ENVMONNENTAL SCENTIVS Md PLANKM CONCRETE (CONT'D.) (b) Cement shall be delivered in standard bags containing 94 pounds net weight of cement, or may be delivered in bulk sub- ject to proper conditions for handling and storage. 2.2 - Air-Entrainina Admixture - All concrete shall contain an air -entraining admixture conforming to the requirements of ASTM Specification C260 latest revision, and shall be SIKA CHEMI- CAL CORP . ,Sika -AER; MASTER BUILDERS MB-"Y'R; SONNEBORN DIVISION O F CONTECH, INC., Aerolith; EUCLID CHEMICAL CO., Air -Mix; or equal. 2.3 - Water-Reducinc Admixture (a) All concrete shall contain a water -reducing admixture ccnfer:rinc to the requirements of ASTM Specification C49 4 latest revision, Type A (normal) or Type D (retarding), and be an inte- gral part of the design mix. The admixture shall be a hydroxyl- ated carboxylic acid type admixture and shall be non -hygroscopic concentrated liquid, and shall not contain more than one (1) per- cent chloride ions or air -entraining agents added during manufac- ture. The admixture shall be SIRA CHEMICAL CORP. , Plastocrete (Type A) or Plastiment (Type D); SONNEBORN DIVISION OF CONTECH, INC. ; MASTER BUILDERS MB-HCN (Type A) or MB -HC ( Type D) ; EUCLID CHEMICAL CO. , Eucon WR -75 (Type A) or Eucon Retarder -75 (Type D) or equal. (b) The admixtures shall be used in the proportions recom- mended by the manufacturer and subject to the approval of the Engineer. (c) In general, the Type A admixture shall be used on all concrete placed at air temperatures below 7 5-O F . When tempera- tures exceed 75°F and/or placing conditions dictate, the.Engineer may require a change from the Type A admixture to the Type D ad- mixture. The dosage rate of the Type D admixture shall vary as required to achieve setting characteristics s.imilar to those experienced at 70°F. C 2 of 24 ■ 2u HOLZMACHER, MCLENDON & MURRELL. P.C. -A CONSWING FftGWMHb EMVUIOMYEMiAL 3010MM-0 PIAMMUM CONCRETE (CONT'D.) 2.4 - Other Admixtures - The use of admixtures to accelerate hardening or for waterproofing will not be permitted. 2.5 - Aggr ecates - Aggregates shall conform to the require- ments of ASTM Specification C33 latest revision, modified as follows - (a) Fine aggregates shall not contain more than 3 percent clay. (b) Fine aggregates shall. be capable of developing 100 per- cent of the compressive strength of Ottawa Sand when tested in accordance with ASTM Specification C87 latest revision.. (c) Coarse aggregates shall not have an abrasion loss in excess of 35 percent. (d) Coarse aggregates. shall not have a loss greater than 5 percent when subjected to the soundness test. (e) Deleterious substances in coarse aggregates shall limit chert to 1 percent, and coal and lignite 'Co 0.5 percent. Where the clear cover to the reinforcement is 2 -inches or more, the maximum size of coarse aggregate shall be 1 -1/2 -inches; where the clear cover is less than 2 -inches, the maximum size of coarse aggregate shall be 3/4 -inch. 2.6 - Water - Water shall be clear and. free from injurious amounts of oil, acids, alkalis, organic materials or other dele- terious substances. If there is any question as to the suita- bility of the water, it shall be tested in accordance with AA SHT O T-26. 2.7 - Forms - Form lumber shall be dressed on 4 -sides and only selected boards shall be used for form surfaces in contact with concrete. Where a smooth surface is required, lined pressed wood, plywood or sheet metal forms shall be used. The pressed C .- 3 of 24_ HOLZMACHER. MCLENOON A MURRELL, P.C. U2A . WN"TMO aftao"ll EM400M KTAL W3*WW:MrtAMfM CONCRETE (CONT'D.) wood shall consist of non -warping fiberboard not less than 3/16 - inch in thickness or not less than 1/4 -inch for plywood. The lining shall be securely nailed to the forms to produce a smooth concrete surface. Non -staining form release agents, that will not deleteriously affect concrete surfaces nor.impair subsequent applications, shall be used. 2.8 - Form Fastenings - Form ties and form hangers shall be provided with a water seal and shall be of such type, that after forms are stripped, the ties can be broken back a minimum of 2 - inches from the surface of the concrete, or after bolts are re- moved, the portion of the tie remaining in the concrete shall be no closer than 2 -inches to the face of the concrete and shall be watertight. Ties shall not be fitted with lugs, cones, washers or other devices within the form which will leave a hole larger than. 7/8 -inch in diameter or an excessive depression back of the exposed surface of the concrete. To assure a breakback of 2- inches, the portion of the tie which is removed from the concrete shall be coated with a material which will not prevent bonding between the concrete and the mortar patch specified. I2.9 - Curing materials (a) Waterproof curing paper shall conform to the require- ments of ASTM Specification C171 latest revision. (b) Curing and sealing compound shall conform to the requirements of Federal Specification TT -C -800A, minimum 30 per- cent solids content, having a pink fugitive dye, and shall be MASTER BUILDERS Masterseal; CONSTRUCTION PRODUCTS DIVISION, W.R. GRACE & CO. De Rote 800; EUCLID CHEMICAL CO.' Super Floor Coat or Super Rez-Seal; or equal. (c) Polyethylene sheeting shall be 6 mils (0.006 -inch) thick, and shall be VISQUEEN DIVISION, ETHYL CORP. VisQueen Film; MONSANTO GER -PAR Polyethylene Sheeting; or equal. 2.10 - Epoxy Grout - Epoxy grout shall consist of a two (2) component mineral filled, 100 percent solids thermosetting epoxy polysulfide compound, and shall be TOCH BROTHERS DIVISION, CARBO - LINE CO. Epotox 650 Grout; CONSTRUCTION PRODUCTS DIVISION, W.R. GRACE & CO. Epoxtite 239.1 Grout; EUCLID CHEMICAL CO. High Strength Epoxy Grout; or equal. The epoxy grout shall be used in strict accordance with the manufacturer's recommendations. C - 4 of 24 ■ l� HOLZMACHER. MCLENDON & MURRELL. P.C. m11S0.TM0 EMOMtIt fMY1110MYfMTK fpEMfT{�./ RMMIr CONCRETE (CONT'D.) 2.11 - Non -Shrink Grout and Non -Shrink Concrete - Non -shrink grout and non -shrink concrete shall consist of Type I or II Port- land cement and fine sand for grout; and in addition 3/8 -inch gravel for concrete. The grout and concrete shall 'contain a com- pound om- pound that will eliminate shrinkage, and shall be SIRA CHEMICAL CORP. Remox-G (metallic); CONSTRUCTION PRODUCTS. DIVISION, W.R. GRACE & CO. Vibro-Foil Standard (metallic) and In -Pant (non-metal- lic) ; EUCLID CHEMICAL CO. Firmix (metallic) and Euco N -S (non- metallic); non- metallic); or equal. The non -shrink grout shall be premixed, and non -shrink grout and non -shrink concrete shall be used in strict accordance with the manufacturer's recommendations. All exposed grout shall be of the non-metallic type. 2.12 - Sealer and Dustproofer - The sealer and dustproofer shall be a second coat of the curing and sealing compound speci- fied hereinbefore. 3.0 - STORAGE 3.1 - Cement - Packages received in a damaged condition will be rejected. Cement shall be stored in a watertight structure which will protect the cement from dampness. Cement shall be piled on dry raised floors to a height not exceeding 7 feet. Cement that has hardened or partially set shall be removed from storace and not used. 3.2 - Aaareaates - Stockpiles of aggregates shall be placed on platforms and be kept weli drained. Different types and sizes of aggregates shall be partitioned to prevent mixing. All aggre- gates shall be stockpiled a minimum of 24 -hours. 4.0 - FORM DESIGN AND CONSTRUCTION All form work shall conform to ACI Specification 347 latest revision. Forms shall be tight, adequately constructed, and securely held in place to withstand the load of the fresh con- crete and the effects of the vibrating process and to.preve n t the leakage of mortar. Alignment of forms shall be carefully done and they shall be secured to the lines required. Forms shall be clean and shall be recleaned and repaired for each use. Form surfaces against which concrete is to be poured shall be treated with an approved material to prevent adhesion of the concrete. C - 5 of 24 MOLZMACNER, MaLENDON 3 MURRELL, P.C. ODM41�i1Mp EIgMEE1l [MWIIOM�MIRLL [OEM1fA � Rl�IE1t I CONCRETE (CONT'D.) The material for treating form surfaces shall not stain or injure the concrete, or prevent bonding of required coatings. All cor- ners, or- ners, edges and arises shall be constructed with a 3/4 -inch cham- fer whether or not shown. Larger bevels and bullnoses shall be constructed as shown. The spacing of form ties and form hangers shall conform to the manufacturer's recommendations. All surfaces with slopes steeper than one-on-one shall be formed. At the request of the Contractor and the approval of the Engineer, various vertical surfaces beneath base slabs may be changed to slopes of one-on-one or flatter, or conversely, slop- ing surfaces changed to vertical surfaces. .. Where vertical sur- faces are used and no construction joint is provided below the slab, sheeting meeting the requirements for form work shall be left in-place. 5.0 - CONCRETE MIX REQUIREMENTS The concrete mix shall be proportioned by weight and shall be determined on the basis of obtaining a concrete having suit- able workability, density, impermeability, durability and re- quired strength characteristics, without using an excessive amount of cement. C - 6 of ''4 J-tZu HOLZMACHER. McLENDON 3 MURRELL. P.C. CONCRETE (CONT'D.) Concrete mixtures shall have the following characteristics: SPECIFIED 28 -DAY MAXIMUM AIR CONTENT COMPRESSIVE STRENGTH WATER/CEMENT RATIO PERCENT SLUMP (psi) (gal./bag) BY VOLUME (IN.) 4,000 5-1/4 3 to 5 3 to 4 2,500 5-1/2 3 to 5 3 to 5 6.0 - CLASSES OF CONCRETE Concrete having a 28 -day compressive strength of 4,000 psi shall be used for all concrete, except as otherwise noted or speci f i ed . All interior exposed slabs shall have a maximum air content of 3 percent. Concrete having a 28 -day compressive strength of 2,500 psi shall, in general, be used for all concrete masonry used in pipe supports and cradles, for concrete fill, for pipe thrust blocks, for the refill of trenches, for the refill of excavation, below subgrades, and for all other similar construction as approved by the Engineer. 7.0 - MIX PROPORTIONS A minimum of 14 days in advance of incorporation in the work the Contractor shall design concrete mixtures, .and submit pro- posed mix proportions and proving test results for approval. The mix submitted shall be designed in accordance with ACI Speci- fication 211 latest revision and ACI Specification 318 latest revision. The concrete mixes submitted are subject to the approval of the Engineer who may have separate preliminary tests conducted by a laboratory employed by the Owner. If the submitted mixes do not meet the specification requirements, the Contractor shall redesign the concrete mixtures and furnish required materials for additional preliminary tests until the concrete mixtures conform to the specification requirements. All costs of redesign materi- als for additional tests and additional tests shall be at the Contractor's expense, and consideration for an extension of time will not be permitted because of any delays required by redesign and additional preliminary tests. C - 7 o f 2.4 HOLZMACHER. McLENDON & MURRELL. P.C. - ttzr4i 00""Twaamm" m IWWOY[MTAL lQMRfA�//4wY(li CONCRETE (CONT'D.) 8.0 - BATCHING AND MIXING Ready -mixed concrete conforming to ASTM Specification C94 latest revision. as modified herein shall be used. The plant shall be properly equipped for the accurate proportioning and proper mixing and delivery of the concrete including accurate water measurement and control. The plant shall have sufficient capacity and transportation equipment to deliver the concrete at the rate desired. Not less than 40 days in advance of the contemplated use of concrete, the Contractor shall submit to the Engineer, for approval, the name and qualifications of the firm and plant from which he proposes to secure the concrete. During the progress of the work, the Contractor shall notify the Engineer at least 24 -hours in advance of concrete placement, so that the Engineer may provide the in- spection and sampling, where necessary. Fine aggregates, coarse aggregates and cement shall be weigh- ed separately. Cement in standard bags need not be weighed. Admixtures shall be added separately in solution in a portion of the mixing water by means of a mechanical batcher, in a manner that will insure uniform distribution of the agents throuahout the batch. The accuracy of all measuring devices shall be such • that successive quantities can be measured to within 1 percent of the required amount. Mixers and agitators shall be operated within the limits of capacity and speed of rotation designated by the manufacturer, and shall be capable of producing a homogeneous concrete mixture of uniform color. Upon cessation of mixing._ for more than 30 minutes, the mixer shall be thoroughly cleaned. The time elaps- ing between the introduction of the mixing water to the cement and aggregates, and discharge from mixer shall be completed with- in one-half hour. The first batch of concrete materials placed in the mixer shall contain an extra quantity of sand, cement and water sufficient to coat the inside surface of the drum without diminishing the mortar content of the mix. Once initial set has taken place, no attempt shall be made to temper the concrete by the addition of water. Any concrete so tempered will be rejected and shall be removed from the site. C - 8 of 24 ■ lZA NOLZMACHER. MCLENDON & MURRELL, P.C. mNOMT*4 8446 a Awvnow 09ft rxrrsn.w PL%M M CONCRETE (CONT'D.) 9.0 - PREPARATION"FOR PLACING CONCRETE Concrete shall not be placed within the limits of the day's pour until all forms, embedded materials, steel reinforcement, and concrete surface preparations have been approved. Concrete shall not be .placed in mud or water. Surfaces of forms, embedded materials, and steel reinforcement that have been encrusted with dried mortar or grout shall be cleaned, as approved, prior to placing concrete. To insure proper bonding, when new and previously placed concrete are jointed, the contact surfaces of the previously placed concrete shall be thoroughly cleaned by means of stiff brushes or other tools and by application of a stream of water under pressure to remove all laitance, loose or defective con- crete, coatings, concrete accretions, and any other foreign ma- terial. The surace shall be damp and the bonding compound (epoxy or acrylic type) applied. The new concrete shall be placed before the bonding compound is dry. Where concrete slab is placed on existing grade, back -fill or fill material, the Cortractcr shall furnish and place a layer of foundation material raving a thickness of not less than 6 -inches, which shall be blanketed with a polyethylene covering. The cover- ing shall be used in the widest practical widths and shall be lapped 6 -inches and fastened at all edges to prevent loss of mortar from the concrete. All rock surfaces against which concrete is to be placed shall be clean and free from mud,dirt, oil or other material which may prevent a tight bond between the rock and concrete. 10.0 - PLACING CONCRETE Concreting operations shall be continuous until the place- ment is completed. Slabs shall be placed in one lift and mono- lithically with beams and girders where construction joints are not shown. The maximum rate of placing concrete for walls to prevent movement of forms shall conform to the design require- ments of the form work. Concrete shall be handled f rom mi xe+ to forms in such a manner that no segregation of ingredients will take place. Concrete shall be deposited in layers approximately level and not more than 18 -inches deep, unless otherwise indi- cated and subject to approval by the Engineer. The placement shall be carried out at such a rate that the formation of cold C - 9 of 24- HOLZMACHER, McLENDON & MURRELL. P.C. CO gATNQ ING"RaL INVMNOWNTIL Scanu -d ft"Balr CONCRETE (CONT'D.) joints will be prevented. Concrete shall be placed in such a manner that it will not drop freely more than 4 feet, , and shall be placed as nearly as practicable in its final position to mini- mize segregation of ingredients. In slabs, concrete may be placed by buggy, bucket, ready -mix truck, or pumping methods, provided that for the method selected the specified slump is not exceeded. If chutes are used, they shall be of metal or metal lined. In general, concrete in walls shall be placed by means of a rectangular metal drop chute with hoppers. Drop chutes shall be provided in several lengths so that the total length of chute can be adjusted as concreting operations progress. Under special conditions, for thin sections and sections that are heavily rein- forced, concrete shall be deposited through temporary openings in the sides of wall forms by means of drop chutes outside of forms. While being placed, concrete shall be compacted with the aid of mechanical internal vibrators having a minimum of 3,600 impulses per minute, applied directly to the concrete in a verti- cal position, and by means of approved mechanical external vibrators. The intensity and duration of vibration shall be suf- ficient to cause concrete to flow, compact thoroughly, and embed completely the steel reinforcement, pipe, conduit, and similar work. Vibration shall be stopped immediately when a sheen of mortar f i : s t appears on the surface. Vibration shall be supple- mented by hand spading, rodding or tamping in. the corners and angles of forms while the concrete is still plastic and workable. The next laver of concrete shall not be placed � nt i l the p r e vi - ously placed layer has been thoroughly vibrated. Free water on the surf ace shall be removed by sponging or mopping. Under no circumstances shall such water accumulations be covered up with concrete nor shall dry cement be used to soak up excess water. . Pumped concrete shall conform to the requirements of ACI Committee 304 Report latest revision. 11.0 - CONCRETING DURING COLD AND HOT WEATHER The Contractor shall have equipment and materials readily. available to take protective measures for maintaining the speci- f ied temperatures of freshly placed concrete to the approval of the Engineer. Mixing and placement of concrete during hot and C - 10 of 24 ■ l HOLZMACHER, MCLENDON & MURRELL. P.C. OOMYLrWo [MOM HP& 1"OK ANTK ICKUTWMT d R/wrdn CONCRETE (CONTTD.) cold weather shall conform, as a minimum, to the requirements of ACI Committee 305 and 306 Reports latest revision, and to the specifications herein and to the approval of the Engineer. The ambient temperature of the space adjacent to the con- crete placement and the surface to receive the concrete place- ment, shall not be less than 40°F. Whenever the temperature is below 40°F or when it is evident that the temperature will drop below that point, concrete shall not be placed, except when approved. If such approval is given, special precautions shall be taken both in mixing .and placing concrete. The Contractor shall provide equipment for heating concrete aggregates and water, and for maintaining freshly placed concrete at a temperature of not less than 50°F nor more than 8^u°F. The temperature of the concrete shall not be permitted to fall below 50OF during the curing period, and the Contractor shall provide insulation, tents, temporary heat or take other approved measures to accomp, i sh this. If the atmospheric temperature is expected to drop to 35°F or below, enclosures and temporary heat shall be provided to maintain the temperature of the concrete to at least 50°F. The heating methods shall not subject concrete surface to excessive concentrations of heat, as to cause rapid drying. The Contractor shall continuously operate heaters, provide personnel h for continuous duty at te heaters, and provide adeq::ate fire protection. When heating is discontinued, the drop in the temper- ature of the concrete shall not exceed 40°F in 24 -hours. Whenever the -temperature is above 85°F or when it is evident that the temperature will rise above that point, concrete shall not -be placed, except when approved. If such approval is given, special precautions shall be taken both in mixing and.placing concrete. The Contractor shall provide equipment for cooling concrete aggregates and water, and shall adjust the mix to retard the set- ting time of the concrete when directed. The cooling of the water and aggregates shall be such that the temperature of the fresh concrete is between 50° and 80°F. Sunshades and windbreaks shall be provided in an approved manner to maintain the required temperature and minimize excessive drying. Sunshades and wind- breaks shall be left in place.at least seven (7) days. C - 1= of 24 HOLZMACHER.;McLENOON 3 MURRELL. P.C. aoraRr.a ewniee�a trrworFrrK:ouns».�r«w[� CONCRETE (CONT'D.) 12.0 - JOINTS AND WATERSTOPS Joints in concrete structures shall be provided as indicated on the contract drawings, specified herein, and subject to the approval of the Engineer. Joints and waterstops shall be in accordance with ACI 301, "Specifications for Structural Concrete" and ACI 318, "Building Code Requirements for Reinforced Concrete", latest revisions. 12.1 - Construction Joints In addition to those shown on the contract drawings, con- struction joints shall be provided at locations such that the maximum dimension of any one concrete placement does not exceed 40 feet if the curing period is limited to seven (7) days. If the curing period is increased to fourteen (14) days, the spacing of these additional construction joints may be increased to 60 f eet . Construction joints shall conform to the details shown and shall be located where they will have the least effect upon the stability, strength and watertightness of the concrete structure. The 'Location of additional construction joints is subject to ap- proval by the Ergi nee_. Vertical construction joints at corners will not be permitted unless specifically directed and/or ap- proved by the Engineer.- Reinforcing shall be continuous across construction joints. At construction joints, a keyway shall be provided such that its depth is a minimum of 1-1/2" and its width is one-third the section width. Where roughened joints are to be installed, the Contractor shall roughen the surface of the concrete so that the coarse aggregate is exposed to an approximate depth of 1/4 -inch. Roughening shall be accomplished by either chipping the concrete or using a retardant coating. Retardant coating shall be SIRA CHEMICAL CORP., Rugasol; SONNEBORN DIVISION OF CONTECH, . INC. , Sonotex; EUCLID CHEMICAL CO., Surface Retarder; or equal. Before proceeding with the placing of any section of con- crete, the joints shall be located and all forms and metalwork, bulkheads, reinforcement, and other embedded materials for that section shall be in place. At horizontal construction joints, the top of all forms shall be erected only to the height of the joint for each placement .throughout the entire work. Concrete. surfaces shall be brought to a true level line at the top of every horizontal construction joint. The form for the construc- tion key shall then be forced into place, and then the concrete C - 12 of 24 1-t2MHOLZMACHER. MCLENDON & MURRELL. P.C. 001@SMTMQ 9030IRM ONVI MONW&WY KUKTWM 04 r1.A..Mla CONCRETE (CONT'D.) surface rodded off to a true' horizontal level. Should "water - gain" be apparent as the concrete reaches the finished pour line, the water/cement ratio of concrete, for a depth of at least. 12 - inches, shall be of a stiffer consistency as required by the Engi- neer. Unless otherwise indicated, all horizontal construction joints shall be made at well defined lines. Monolithic construction of corners is manda- tory. Whenever a stoppage of more than 30 minutes' occurs in the placing of concrete, due to some emergency, construction joints shall be installed as approved. The Contractor shall have per- sonnel and materials available to install these joints. Emer- gency construction joints in liquid bearing structures shall be keyed as specified herein, and in the same man- ner as shown on the contract drawings for the designed joints.. Concreting operations shall be so scheduled as to provide a delav between pours as follows: + MINIMUM TIME BETWEEN PLACEMENTS PLACEMENTS (DAYS) Slab to Slab 3 Wall to Wall 3. Wall to Slab 3 Slab to Wall 1 To minimize delays in concrete construction operations, slab. placements shall be made in a checkerboard pattern and wall place- ments shall be made alternately. All construction joints shall have a row of form ties loca- ted at a distance of approximately 6 -inches from the joint to permit aligning and tightening of the forms for' subsequent sec- tions. C - 13 of 24 HOLZMACHER, MQLENDON3 MURRELL, P_C_ . OON"TWO E1S2*WVW [Mvr100=9WAI ECW WMM Wy rlAMWM CONCRETE (CONT'D.) 12.2-- Expansion and Control Joints In addition to those detailed and. shown on the contract draw- ings, 1/2 -inch expansion joints shall be provided in exterior and interior slabs on grade around equipment foundations and at inter- vals not to exceed 20 feet in any direction. Reinforcing shall be discontinuous across all expansion joints- Additionally, con- trol joints are to be provided az 10' intervals between expansion joints. Control joints shall be 1/8" wide and constructed to a depth equal to one -Fourth the slab thickness. Control joints shall be installed during the period of 8 to 24 hours after con- crete has been placed. Reinforced concrete walkways shall be constructed with expan- sion and control joints, such that the length between control joints equals the width of the walkway. Expansion joints shall C - 14 of 24 HOLZMACHER, MCL.ENDON 3 MURRELL._P.C. ao�ana [wOr[Ma wrwwwrrtu aww+nrs«w��ras CONCRETE (CONT'D.) be located at lengths equal to four (4) walkway widths. Continu- ous expansion joints shall also be provided along the length of walkways where adjacent structures border on the walkway. Expansion joint filler shall. be premolded non -extruding re- silient type, in accordance with ASTM D-1752, latest revision. Joint sealant shall be CM 60, two component polysulfide, as manu- factured by W.R. MEADOWS, INC.,. or approved equal. Filler and sealant are subject to approval by the Engineer. 12.3 - Working Drawings Contractor shall submit, for approval by the Engineer, work- ing drawings showing proposed locations of all construction, ex- pansion and control joints, details of joints, related items and a concrete placement schedule. Submission of working drawings shall be in accordance with subsections 21 and 22 of the "GENERAL CONDITIONS" specifications herein. In liquid -bearing structures, tanks and channels, waterstops shall be provided to a_ height of one (1) foot above the maximum water 'Level. 13.0 - FOUNDATIONS FOR`EQUIPMENT Concrete foundations for equipment shall be constructed as shown on the drawings, except for such of those as it may be necessary to modify in order that they may conform to the equip- ment manufacturer's requirements, as shown on approved copies of their shop drawings. 14.0 - FINISHING CONCRETE The classes of surface finishes described herein shall be applied to various parts of 'concrete structures as specified. 14.1 - Formed Surfaces - Immediately after the removal of forms, honeycombing, pockets and open spaces shall be cut-out f o r Engineer's inspection. Patching shall not be done without Engi- neer 's'approval. When approved, cut-out honeycombed areas, pockets and open spaces shall be thoroughly flushed with a high pressure water jet while scrubbing with a wire -brush to dislodge 1-2M HOLZMACHER, MCLENOON 3 MURRELL. P.C. COMWLTIMO iIOMHt IWVWWM GNT1l IOIMAAMftA 1 CONCRETE (CONT'D.) loose particles of concrete and aggregate and then shall be com- pactly filled with mortar consisting of one part Portland cement and two parts sand (1:2) of the same type and quality as used in concrete. This shall be done on all surfaces even though they will afterwards be coated and/or covered with backfill. The mortar plaster shall be applied over a coating of epoxy bonding compound. Formed surfaces, including plastered surfaces shall be finished in accordance with their location, as specified below. (a) Finish F1 - applies to formed surfaces which are more than 1 -foot below finished grade. These surfaces require no treatment after form removal except for repair of defective con- crete and filling of the - rod holes and the specif ied curing. Correction of surface irregularities and removal of fins will be required. (b) Finish. F2 - applies to all interior formed surfaces of. buildings, tanks and channels, as well as all exterior surfaces above finished grade and to at least 1 -foot below grade except where otherwise specified. These surfaces shall be rubbed with power tools until a smooth homogeneous surface is obtained. Hand rubbing will be permitted only when the -final re-sult is equiva- lent to that attained by mechanical means. The surfaces shall be thoroughly wetted and kept in that condition until the -ubbi n is completed. Corners, :edges and arises shall be ground smooth and form offsets shall be leveled by power grinding. The surfaces shall be rubbed until all hollows, lines, form marks, and surplus materials have been. removed, Grout or mortar shall not be used in the rubbing process except for filling defective places as specified hereinbefore. 14.2 - Unformed Surfaces - Unformed surfaces shall be sloped for drainage where shown or directed.' (a) Finish U1 (screeded finish) - applies to unformed sur- faces that will be buried underground or covered. by concrete or grout. Finish Ui shall also be used as the first stage of Finish U2. Finishing operations shall consist of sufficient leveling and screeding to produce even uniform surfaces. (b)' Finish U2 (floated finish) - applies to unformed sur- faces not buried underground or covered by concrete or grout and for which no higher class of finish is specified. As soon after screeding and the condition of the concrete permits and before concrete has hardened appreciably, all water, film and foreign C, - -1b o f - 24, ■ I HOLZMACHER. MCLENDON & MURRELL. P.C. OOM�IRTMa 6gM!l11� (MY110�!YlMT4lOEK�R1f w�/1AM11f1� CONCRETE .(CONT'D.) material, which may work to the surf ace, shall be removed. Float- ing may be performed by use of hand or power driven equipment. Floating shall be held to the minimum necessary to produce a true and uniform surface free from screed marks with no coarse aggre- gate visible. (c) Finish, U3 (trowel finish) - applies to all floors with- in buildings, all top surfaces 'of curbs in buildings, and all exposed top surfaces of equipment foundation pads. Surfaces, which are to receive a U3 finish, shall first be given a U2 f ini sh . This shall be followed by hand troweling with steel, trowels to bring the surface to a uniform, smooth, hard, impervi- ous mpervi- ous surface free from marks and blemishes. Troweling shall not be started until all water has disappeared from the 'surface. Over troweling shall be avoided. Dusting with dry cement or other mixtures or sprinkling with water will not be permitted during the finishing process. (d) Finish U4 (broom finish) - applies to walkways of tanks and exterior entrance slabs of buildings. Surfaces to receive a U4 finish shall first be given a U2 finish. As soon as this is completed, and before the concrete has hardened appreciably, it shall be lightly broomed with a hard bristle push broom. Broom- ing shall be a continuous operation with the broom passing over the concrete. perpendicular to the direction of travel in smooth straight lines. After broomirg has been completed, an edging tool shall be applied around the edge of the broomed surfaces. (e) On the interior surfaces of manholes and chambers, all fins and projections shall be ground smooth, but rubbing of en- tire ntire areas will not be required except where the surface. -is re- quired to be coated. 17.0 - TESTING 17.1 - General - The Engineer reserves the right to make any tests he deems necessary or desirable on aggregates, cement, water and concrete. The Contractor shall provide complete Cooper - at -ion to facilitate the sampling and performance of these tests. 17.2 - Testing - Frequent tests by an independent testing laboratory (as approved by Engineer) to determine the quality of concrete .being produced. The tests will be conducted so as to interfere as little as possible with progress of the work and the C - 17 of 24 4V HOLZMACHER. MCLENDON & MURRELL. P.C. �IIlTN1p ENONIEER,lNYgN1ENT/1� 1OEMT�TN�y �tyN1iJ1{ CONCRETE (CONT'D.) Contractor shall cooperate in every way and facilitate the making of such tests so that concrete of the desired quality will be obtained. All costs of the concrete tests shall be borne by the Contractor. One (1) .concrete test cylinder shall be taken for each truck load poured (one (1) per each 8 cubic yards), with a minimum of three (3) test cylinders for a day's -pour, or at the discretion of the Engineer. Contractor shall conduct concrete slump tests in accordance with ASTM D-143, latest revision. One (1) slump test for each truckload poured (one (1) per each 8cubic yards) shall be con- ducted at the discretion of the Engineer. All cylinders shall be tested for compression strength by an approved testing laboratory (one (1) cylinder to be tested after seven (7) days, and two (2) after 28 days). Test cylinders shall be carefully handled and protected to assure valid test results. Each cylinder shall be identified by a tag, which may be obtained from the testing laboratory, and each tag filled out with the appropriate information. Test cylinders shall be made and stored in accordance with ASTM Specification C31 latest revision. The method of sampling fresh concrete shall be in accordance with ASTM Specification C172 latest revision. Results of the tests shall be sent direct- ly to the Engineer by the testing laboratory. All testing shall be paid for by this Contractor at no additional cost to the Owner. Contractor shall maintain and submit in. a- format acceptable to the Engineer, complete and accurate records pertaining to the, results of all concrete compression, slump and related tests. If any tests conclude that the specified requirements have not been ,met, concreting shall be stopped. Faulty concrete shall be removed and replaced with suitable concrete as specified here- in, at the expense of the Contractor. 18.0 - CURING CONCRETE Concrete shall be cured for a period of not less than seven (7) days; unless otherwise specified. .Walls and slabs that will be in contact with sewage or sludge and substructures shall be C - 18 of 2'.4. u MOLZMACHER. McLENDON 3 MURRELL P.C. ■ �_-, OOMILLTMGEMYMEIM EMY�IOMYEIR4 Sa1TlTf NAJMMEIA CONCRETE (CONT'D.) cured by water curing or curing and sealing compound. All other surfaces, unless otherwise specified, shall be cured either by water, by curing and sealing compound or by waterproof paper cur- ing. The Contractor shall have all equipment and materials needed for adequate curing and protection of the concrete on hand and ready to install before actual concrete placement begins. The curing medium and method, or combination of mediums and methods used, shall be approved in writing. 18.1 - Water Curing (a) The concrete shall be kept wet by covering it with water -saturated material or a system of sprays, or by any other approved method that will keep all surfaces to be cured continu- ously (not periodically) wet. (b) Vertical or steeply sloped surfaces shall be kept wet prior to form removal by applying water on the unformed top sur- faces and allowing water to pass down between the forms and the formed concrete faces. (c) Horizontal construction joints shall be covered with a minimum of 2 -inches of sand, which shall be kept continuously saturated. These joints shall be cleaned and allowed to dry for 12 -hours immediately prior to the placing of the following.lift. 18.2 - Curing and Sealing_ Compound All slabs shall be cured by power spraying compound. The curing compound shall be applied immediately after the final finishing operation in a con- tinuous operation. Traffic and other operations shall be such as to avoid damage to the compound. Where it is impossible to avoid traffic over surfaces coated with curing solution, the membrane shall be protected by covering with a layer of waterproof curing paper or polyethylene sheeting, which shall be placed on the con- Crete with a 6 -inch lap on all edges, and sealed with tape.. .19.0 - PROTECTION Fresh concrete shall be protected from rains, flowing water and mechanical injury. C - 9 of 2`4 HOLZMACHER, MCLENDON 3 MURRELL. P.C. FZ44 OD"MTMOEMOMMMLEM WOIMGMTALSC*Mng;M/P.AMWM< CONCRETE (CONT'D.) The Contractor shall not permit walking upon or over the concrete until it has set for a sufficient length of time. Pro- jecting steel reinforcement or inserts shall likewise be pro- tected from disturbance until the concrete has hardened sufficiently. After the curing period, concrete in slabs, curbs and other similar surfaces shall be covered with waterproof curing paper. All seams of such paper shall be overlapped at least 6 -inches and sealed with tape. Further protection, while erecting equipment, shall be provided by means of planking of sufficient size, and by such other protection as required. No fire or excessive heat shall be permitted near or in direct contact with concrete at any time. The slab protection shall not be removed sooner than 28 days after concrete has been placed. All concrete shall be protected at all times to prevent dam- age, staining or any other marring of concrete surfaces. Con- crete steps shall be protected with lumber to prevent chipping or crazing. In the event of flooding, the Contractor shall take all necessary measures to prevent water from rising against any struc- ture above any elevation at which flotation, or structural or other damage, could occur. Should the Contractor be unable to prevent water from rising against a structure above a safe eleva- tion, such structure shall be flooded by the Contractor as -approv- ed by the Engineer, in or4er to prevent flotation, or structural or other damage to the structure. It shall be the Contractor's responsibility to determine the elevation at, which flotation, or structural or other damage, could occur. 20.,0 - REMOVAL OF FORMS Forms shall not be removed until the concrete has hardened sufficiently to safely support its own load plus any superimposed loads that might be placed thereon. Unless otherwise ordered, forms shall be left in place the minimum number of days specified as follows, from the date of placing concrete: C - 20 of 74 HOLZMACHER, McLENDON & MURRELL. P.C. mw�naeo.irea u.riart.n.� aaw�sn.r rurEis CONCRETE (CONT'D.) F o r temperatures not listed, the Contractor shall not remove forms until he receives permission from the Engineer to do so. Immediately after forms are removed, the Contractor shall place adequate reshores to prevent injury to the concrete by con- struction on- struction loads. Care shall be taken in removing forms, walers, shorings, supports, and form ties to avoid spalling or marring the con- crete. Form ties shall be broken back immediately after removing forms. The holes left by such ties shall be immediately filled with mortar consisting of one part Portland cement and two parts sand (1: 2) , of the same "Ype and quality as used in the concrete, and the surface shall be finished with a steel trowel. If, after removal of forms, honevcombing, pockets and open spaces exist, they shall be treated as specified in Section 15.0, FINISHING CONCRETE. 21.0 - CONSTRUCTION TOLERANCES Variation in alignment, grade and dimensions of the struc- tures from the established alignment, grade and dimensions shown on the drawings shall be within the tolerances specified in the following table: (1) Variation from the plumb: (a) In the lines and surfaces In 10 feet .......... 1/4 -inch of walls and in streets but not more than .... 1 -inch (2) Variation of the linear build- ing lines from established position in plan and related position of walls and parti- tions .....................1 -inch C - 21, of 24 MEAN TEMPERATURE (° F) 85-70 69-60 59-50 49-40 Wall & Beam Sides 2 3 4 7 Beam Soffits 5 6 7 10 Slabs 6 7 8 11 F o r temperatures not listed, the Contractor shall not remove forms until he receives permission from the Engineer to do so. Immediately after forms are removed, the Contractor shall place adequate reshores to prevent injury to the concrete by con- struction on- struction loads. Care shall be taken in removing forms, walers, shorings, supports, and form ties to avoid spalling or marring the con- crete. Form ties shall be broken back immediately after removing forms. The holes left by such ties shall be immediately filled with mortar consisting of one part Portland cement and two parts sand (1: 2) , of the same "Ype and quality as used in the concrete, and the surface shall be finished with a steel trowel. If, after removal of forms, honevcombing, pockets and open spaces exist, they shall be treated as specified in Section 15.0, FINISHING CONCRETE. 21.0 - CONSTRUCTION TOLERANCES Variation in alignment, grade and dimensions of the struc- tures from the established alignment, grade and dimensions shown on the drawings shall be within the tolerances specified in the following table: (1) Variation from the plumb: (a) In the lines and surfaces In 10 feet .......... 1/4 -inch of walls and in streets but not more than .... 1 -inch (2) Variation of the linear build- ing lines from established position in plan and related position of walls and parti- tions .....................1 -inch C - 21, of 24 HOLZMACHER. McLENDON 3 MURRELL. P.C. �fillllQfMMla fMY�Ow1iMT�l lCI[MISR M �lM�l[1� CONCRETE (CONT'D.) (3) Variation in the sizes' and locations of sleeves, floor openings, and wall openings (4) Variation in cross-sectional dimensions of columns and beams and in the thickness or slabs and walls (5) Footings: (a) Variation of dimensions in plan (b) Misplacement of eccen- tricity (6) Footing and base slab re- duction in thickness ( 7 ) Variation in steps: (a) In a single step (b) In two consecutive steps 22.0 - DEFECTIVE CONCRETE ...................1/4 -inch Minus..............1/4-inch Plus...............1/2-inch Minus..............1/4-inch Plus...............2-inches 2% of footing width in the direction of misplacement, but not more than 2 -inches Minus ...... 5% of specified thickness Riser..............1/8-inch Tread..............1/4-inch Riser.............1/16-inch Tread..............1/8-inch Concrete damaged by freezing or by alternate freezing and thawing, or from any other cause, or any concrete work which shall be found defective at any time before the final completion of this contract, including but not limited to. cracking, spall - i ng , honeycombing, etc., shall be removed and rebuilt or other- wise made good at the expense of the Contractor. The Engineer shall be notified before such repairs are made and methods shall be submitted for approval. If surfaces which are to be permanently exposed become stain- ed or discolored, they shall be cleaned by a method which does not harm the concrete and which is approved by the Engineer. Surfaces not' properly finished ,shall be ground to an acceptable finish with a power grinder.. C - 22 of 24 EVAHOLZMACHER. MCLENDON & MURRELL, P.C. mrwwno w.aea [wworerr� aaeMrnn.r nrwres CONCRETE (CONT'D.) 23.0 - PLACING BACKFILL AND FILL Backf ill and/or fill shall not be placed against concrete walls for a minimum of seven (7) days after placing of concrete, nor shall fill be placed on suspended slabs for a minimum of twenty-eight (28) days after placing of concrete. The Cont r acto r shall notify the Engineer of proposed schedule of backfill and/or fill, which is subject to the approval of the Engineer. 24.0 - SEALER AND DUSTPROOFER A sealer and dustproofer, specified in Section 2.12, SEALER AND DUSTPROOFER, shall be applied to all slabs not specified to be painted. The application of the sealer and dustproofer shall be done in strict accordance with the recommendations of the manu- facturer. The application shall be made just prior to the comple- tion of construction. 25.0 — CONCRETE STAIRS Concrete stairs shall be constructed in accordance with the details shown or approved. Stairs shall be poured in smooth forms for risers and all corners shall be well rounded. Safety treads, as specified in STRUCTURAL STEEL AND MISCEL- LANEOUS METALWORK shall be cast integrally with the steps. Concrete treads shall be given a U2 floated finish and pro- tected as specified hereinbefore. 26.0 - ANCHORS AND ACCESSORIES The Contractor shall furnish and place anchors for fastening equipment, and materials to masonry, as shown, noted or specified. The Contractor shall coordinate between the mechanical, electri- cal, HVAC and plumbing trades for all required anchors to be cast in the.concrete. C - 23 of 24 HOLZMACHER, MCLENDON & MURRELL, P.C. m�++anuo ewrrua arvwo�.arta aaernm.r nar�ws CONCRETE (CONT'D.) Anchors and accessories which are required to be cast with the concrete shall be accurately set and maintained in their re- quired positions. Anchor bolts shall be set so as to provide not less than 1-1/2 full threads above the nuts. Where the location of anchors can be determined before con- crete is placed, anchor bolts shall be placed in the concrete as shown on the drawings, and drill anchors shall not be used. Sleeves shall be filled temporarily with a plastic compound to prevent filling with water and freezing; the permanent filling shall be of non -shrink grout. Where some adjustment of anchor bolt location is required, malleable iron inserts shall be placed in the concrete. They shall be designed for the use of tee head or square head bolts or nuts and shall not be threaded. They shall be ITT GRINNELL CORP. , CB -Universal Figure No. 282, Concrete Inserts; HOHMANN AND BARNARD, INC., Universal No. HU -N; or equal. Drill anchors as specified in STRUCTURAL STEEL AND MISCEL- LANEOUS METALWORK shall be used only where the use of pour -in- place anchor bolts or inserts are impractical. Drill anchors shall not be located so close to the edges or sides of concrete members as to cause spalling or other damage tc the concrete. Expansion anchors shall not be used in concrete. 27.0 - BUILT-IN WORK In addition to the steel reinforcement, there shall be built into, set in or attached to the concrete by the Contractor, wher- ever shown or directed, pipe, sleeves, wall castings, frames, manhole steps, eye bolts, electrical conduit, and other objects as shown, specified or ordered. These objects shall be accu- rately set and properly secured, and all necessary precautions shall be taken to prevent them from being displaced, broken or deformed. The Contractor shall place concrete only on one side of a pipe, pipe sleeve or a wall casting- until it flushes under and comes up on the other side to a level well above the bottom of the pipe, sleeve or casting, after which it shall be placed on both sides. Concrete shall be compacted thoroughly around and against all built-in work so as to secure perfect adhesion. C -.2..4 c= ''44 ■ I W HOLZMACHER, McLENDON & MURRELL. P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTT=and PLANNERS STEEL REINFORCEMENT 1.0 - SCOPE The work includes all labor, materials, equipment and appli- ances required to furnish and install all steel reinforcement in accordance with the Contract Documents and as directed by the En- gineer. 2.0 - MATERIALS 2.1 - All bar reinforcement shall conform to the require- ments of ASTM Specification A615, latest revision, Grade 60. No re -rolled or high carbon steel bars shall be permitted' in the work. All steel used for reinforcement purposes shall be -of clean, new stock, free from defects and bends not required by the draw- ings. 2.2 - All welded wire fabric reinforcement shall meet the requirements of ASTM Specification A185, latest revision, and shall be supplied in flat sheets. 3.0 - STORAGE AND PROTECTION All steel reinforcement delivered to the site shall be prop- erly and securely bundled and without rust other than that which may have accumulated in normal transit. It shall be stored off the ground and protected from the weather. All steel reinforcement shall be kept free of oil, grease, dirt or other objectionable adhering substances, and shall be satisfactorily cleaned of scale and heavy or flaky rust before being placed in the work. If, after having been placed in the work, the concreting is delayed or interrupted for any considerable number of days, the steel reinforcement shall be protected from the weather. Any steel reinforcement which shows scaly rust after being placed shall be rendered wire brush clean immediately prior to the plac- ing of concrete. Bundles of reinforcing bars shall be tagged showing quan- tity, grade, size and suitableidentification to allow checking, sorting and placing. Welded wire fabric shall be tagged showing quantity, style designation, width and length. `SR 1 Of '5 HOLZMACHER, McLENDON S MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS n0 PLANNERS STEEL REINFORCEMENT (CONT'D.) Unless otherwise shown, steel reinforcement dowels intended for bending with future extensions or steel reinforcement that is to be left projecting for a considerable time, prior to being en- cased in concrete, shall be protected against corrosion by spray coating with a strippable plastic or by wrapping with a rubber base tape so as to form a waterproof coating. 4.0 - BENDING All steel reinforcement bars shall be bent cold to the shapes as shown or ordered. Bars of a single length shall be used in all cases, except where the length required is such that they cannot be so obtained, or whipping limitations prevent their being shipped, or where the Engineer grants permission to use shorter lengths or allow lapping. Bars shall not be bent or straightened in a manner that will injure the material. Unless otherwise shown or specified, all bending shall be in accordance with the recommended practice as set forth in ACI De- tailing Manual and/or CRSI Manual of Standard Practice. 5.0 - PLACING AND LAPPING All steel reinforcement shall be carefully placed and fas- tened in position so as to maintain the proper spacing between adjacent bars and so as to prevent the bars from becoming dis- placed during the placing of concrete. Reinforcement shall be placed within the tolerances given in ACI 117. Joints shall be wired with annealed iron wire of diameter not less than No. 16 U.S. Standard Gauge or by using acceptable clips. All reinforcement shall be firmly supported by the'use of metal bars, bolsters,. chairs, spacers or hangers, or by the use of precast concrete piers. Reinforcing bar supports shall be furnished in accordance with the latest specifications of the Concrete Reinforcing Steel Institute. The supports shall be sufficient in number and strength to carry the steel reinforcement in all slabs. Concrete block piers shall be used where concrete is placed on rock or foundation material cushion covered with polyethylene film. SR - 2 of 5 1-IL� HOLZMACHER, McLENDON & MURRELL, P.C. WMi1RTIM6 ENOtNEE14 EMVMIONYENTEL 3OENTtEI� �0 /4NNE115 STEEL REINFORCEMENT (CONT'D.) Concrete block piers shall be made- from the same material and of the same proportions of sand and cement as that of the concrete in which they are to be used. They shall be cast and properly cured for at least seven (7) days before use. Nails shall not be driven into the outside forms to support reinforcement nor shall any other device for this purpose come in contact with the outside form except that wood strips may be in- serted between the reinforcement and the forms at intervals to maintain the required clear distance between reinforcement and the inside and outside surfaces of the concrete. The strips shall be pulled up and removed from the wall as the level of the concrete rises. Where steel reinforcement crosses construction joints, open- ings in the forms shall be made tight. All lapped bars shall be fastened together securely. Laps, unless otherwise shown, shall not be less than 32 diameter. Where lapped bars are of different diameter, the smaller diameter shall be used to determine the lap. At a 11 wall intersections, steel reinforcement shall be made continuous with adequate splices and/or hooks as shown or order- ed. Wherever it is necessary to splice reinforcement otherwise than as shown, the character of the splice shall be decided by the Engineer. Splicing shall not be made at points of maximum stress nor shall adjacent bars be spliced at the same point. Dowels shall never be placed during or after placing of con- crete, nor shall they be disturbed in any way to injure the bond before the concrete is set. Welding of reinforcement shall conform to AWS Specification D12.1 latest revision or as approved. Unless otherwise shown or specified, all placing and lapping shall be in accordance with the recommended practice as set forth in ACI Specification 315 latest revision and ACI Specification 318 latest revision. 3R - 3 of 5- ■ IZ4 HOLZMACHER, MCLENDON & MURRELL. P.C. COPOWLTtNO Ek%MPIU r. ENVNIONIIENTMSOBITIMWAP i1M M STEEL REINFORCEMENT (CONT'D.) 6.0 - CONCRETE COVER Minimum concrete cover over the principal steel reinforce- ment shall be provided' not less than indicated in the following table, unless larger cover dimensions are shown, noted or speci- fied elsewhere: (a). Concrete placed against rock or polyethylene covered foundation material such as bottom slabs, footings, walls without outside forms, etc. (b) Formed concrete that will be in contact with earth or water, or over water, or exposed to weather: Walls, slabs, beams, joists (1) #6 bars and larger (2) #5 bars and smaller (c) Concrete not exposed to earth, water or weather: (1) Walls (2) Beam and girder stirrups (3) Column ties or spiral (4) Slabs 7.0 - DOWELS INTO EXISTING CONCRETE 3 -inches 2 -inches 1 -1/2 -inches 1 -1/2 -inches 1 -1/2 -inches 1 -1/2 -inches 3/4 -inch Where dowels are to be anchored to existing concrete the reinforcement bars shall be anchored by grouting the dowels in place using an epoxy grout as specified -in CONCRETE. Holes into which to grout dowels shall be drilled 1/2 -inch larger than the diameter of the dowel and 24 bar diameter in depth as shown. 8.0 - TESTS Reinforcement bars shall be inspected and tested by the manu- facturer at the mill at which they are rolled. A l l tests shall S3- 4 )f'5 t-12 4 HOLZMACHER, McLENDON & MURRELL, P.C. COWMT04 EMWMEEIR EUVWX MYEMTIIL 39EMn ST3 W4 /LAMMEMS STEEL REINFORCEMENT (CONT'D.) be made on the full size, finished bars, and at least one tensile and one bending test shall be made for each lot of 10 tons or less from each melt of steel from which reinforcement steel is furnished for this work. Two (2) copies of certified mill tests shall be furnished to the Engineer for each lot of 10 tons or less of steel furnished. When so ordered, the Contractor shall furnish, at no cost to the Owner, sample bars for testing by an approved independent laboratory. The expense for testing shall be borne by the Con- tractor. 9.0 - SHOP DRAWINGS The Contractor shall submit sufficiently in advance of need, detailed placing and bending drawings and bar schedules to show number, size, length, bending and placing of the steel he pro - pose's to furnish, and no steel reinforcing bars shall be deliver- ed to the site of the work prior to the approval of the bending and placing diagrams. Bending diagrams and reinforcing details shall conform to ACI Specification 313 latest revision and ACI Specification 318 latest revision, except as herein modified. All working drawings shall be made to a minimum scale of 1/4 -inch equals 11-011. Shop drawings shall conform to the requirements of subsections 21 and 22 of "GENERAL CONDITIONS" of these specifi- cations. 1 4 MOLZMACHER, McLENDON & MURRELL. P.C. ooMMILTM .mow. @WW WANNO aL Scal sn we PLAN OM PORTLAND CEMENT CONCRETE CURB 1.0 - SCOPE The work includes furnishing all labor, materials, equipment and appliances necessary for sawcutting, the removal and disposal of existing pavement, excavation, construction of Portland Cement Concrete Curb, backfilling, compaction and temporary paving in accordance with the specifications, at the locations and to the dimensions shown on the plans and as directed by and to the ap- proval of the Engineer. 2.0 - MATERIALS 2.1 - Cement —Cement shall be Portland Cement Concrete and shall conform to ASTM Designation C-150-77, Type IA, Air En- trained. 2.2 - Sand - Sand shall consist of clean, sound durable grains free from dirt, dust, clay or harmful substances. Sand shall be uniformly graded from 100 percent passing No. 4 sieve to not more than 10 percent passing No. 100 sieve. 2.3 - Aggregate.- Stone or gravel aggregate shall be of hard crystalline rock or gravel f ree f rom shale or decomposed pieces. It shall be uncoated and clean. The gradation shall be uniform and between the limits of 1 -1/2 -inches and 1/4 -inch in size. 2.4 - Water - Water shall be clean and free from oil and salt or injurious substances. 2.5 - Expansion Joint Material - Expansion joint filler shall be pre -formed bituminous fiber. 2.6 - Reinforcing Bars - All reinforcing bars shall meet physical properties and tests of ASTM Designation A615 -76A, latest revision, for intermediate or hard grade. Minimum require- ments for deformed steel bars for concrete reinforcement sha 11 be Grade 40. �C - 1 Of 5 2 4 �.-�) HOLZMACHER. MCLENDON 3 MURRELL. P.C. ■ l244 C004ATwalra+eew INVWADrtwtuuCEwrtan.0rLAMWAS PORTLAND CEMENT CONCRETE CURB (CONT'D.) 3.0 - CONCRETE The concrete shall consist of Portland Cement and fine and coarse aggregates in the proportionate quantities necessary to produce a concrete which shall attain a minimum compressive strength of 3,500 psi in 28 -days. The total water content shall not exceed 5 gallons per sack of cement. The air content should be 7-1/2 percent and the cement content shall be a minimum of 695 pounds per cubic yard. 4.0 - TESTING The Contractor shall be responsible for concrete testing which shall be in accordance with the section of these specifica- tions entitled CONCRETE. 5.0 - REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT AND TEMPORARY PAVING The Contractor shall neatly remove the existing pavement 12 -inches in front of the face of the new' concrete curb. Sawcut- t i ng will be required and shall be neat, true to line and to the Engineer's approval. When the concrete curb has cured sufficiently or when direct- ed by the Engineer, the Contractor shall place temporary pavement in those areas where the excavation for curb installation has _disturbed a travelway. PC -C - 2 of 5 1 0 3 u HOLZMACHER. MCLENDON 3 MURRELL. P.C. ■ - - 00mWATMp INOMIng. (MVIADMM[MTAI MCKNTST1 M rLAMMtq PORTLAND CEMENT CONCRETE CURB (CONT'D.) 6.0 - SUBGRADE The subgrade shall be of granular material and shall be ex- cavated or graded to the proper elevation and thoroughly compact= ed by rolling or tamping to a firm surface. Sod, organic matter and other unsuitable materials in the subgrade shall be removed and replaced with suitable fill material. The subgrade shall be wetted to a penetration of at least 1/2 -inch before placing con- crete thereon. Excavation shall not Contractor over -excavates the and compacted to 95 percent by AASHTO Designation T-99.. the compacted backfill. 7.0 - FORMS proceed below the subgrade. If the curb trench, it shall be backfilled of maximum dry density as determined Compaction test will be required on 7.1 - Alignment - All forms shall be set true to line and grade and held rigidly in place by proper pin or stakes in such a manner that the curb, when completed, will have the re- quired thickness. No abrupt changes in alignment (either verti- cal or horizontal) shall be allowed. Particular care shall be used where vertical and/or horizontal curves are called for. 7.2 - Materials - All forms shall be constructed of steel or wood. If wood forms are used, they shall be composed of first quality timber. They shall be maintained in excellent con- dition at all times. Any warped, bent or otherwise damaged pieces shall be immediately discarded. All forms shall be kept thoroughly cleaned and oiled before placing concrete against them. 8.0 - MIXING CONCRETE Concrete shall be mixed in a batch mixer of standard type with a drum speed of 200 to 225 peripheral feet per minute., Mix- ing time shall be one minute for batches of one cubic yard or under and shall be increased 15 seconds for each .additional 1/2 yard or fraction. Retemperin.g concrete will not be allowed. Air -slaked or lumpy cement shall not be used. The contents of the mixer shall be completely discharged before each new batch is loaded. PCCC - -3 cf 5 1 0 3 EZAHOLZMACHER. McLENDON & MURRELL. P.C. WKSxni.oE«m«as"S.arvnI - ruwe"ram-aPAr.["s PORTLAND CEMENT CONCRETE CURB (CONT'D.) Transit -Mix concrete may be used, provided that it conforms to the specifications herein described and further provided that the central plant producing the concrete and equipment and the transporting of it are, in the opinion of the Engineer, suitable for the production and transportation of the specified concrete.. 9.0 - PLACING OF CONCRETE Concrete shall not be placed until the subgrade is prepared and forms are set. Concrete shall be deposited with minimum re- handling and in one layer. Spading or vibrating shall be done adjacent to forms and joints. 10.0 - EXPANISION JOINTS' Expansion joints of specified thickness shall be spaced 20 feet on center. Expansion joint material shall be cut to the exact cross-section of the curb except that it shall be set back 1/4 -inch from the front and top faces. This material shall be held in place by means of a bulkhead, such bulkhead being removed immediately after the concrete is placed on both sides of the joint. 11.0 - FINISHING Before the forms are removed and while the concrete is still workable, the out top face shall be compacted with a wood float and finished with the required edging tools. The forms shall be left in place until the concrete has set sufficiently so the front form (pavement side) can be removed without injury to the surface finish. Immediately upon removal of the front form, the surface shall be wood floated and brushed. All "fins" and projections shall be removed. Plastering shall not be allowed. PCCC - 4 of 5 1 4 HOLZMACNER, McLENDON 6 MURRELL. P.C. PORTLAND CEMENT CONCRETE CURB (CONT'D.) 12.0 - CURING Immediately after all the surface water has evaporated and. the concrete has set sufficiently so as not to be marred by the operations, the surface shall be covered with a layer of water- proof paper, and sufficient sand placed along the edges thereof to hold 'the paper in intimate contact with the surface of the curb. Any joints in the paper shall lap at least 8 -inches, and shall be held in place by sand placed thereon. Any paper which has become ripped or torn, or in any other way rendered unfit f o r use, shall be discarded and replaced by new paper. The concrete shall be kept moist for at least 60 hours. 13.0 - FILL BEHIND CURB The Contractor shall furnish and place fill behind the new curb to provide a smooth transition to the new curb as directed by the Engineer. The material used for fill behind the curbs shall be excess trench excavation and/or topsoil. No separate payment will be made for fill behind the curb 14.0 - BASIS OF PAYMENT No separate payment shall be made for concrete curb restoration. The.cost of curb restoration shall be included in the price bid for each rehabilitation item. ?CCC - 5 of5 u HOLZMACHER. McLENDON & MURRELL. RC . IZln pa,«Rrro�.ar�.� e.vr+'r.+�.ru'r�•.wn.ruw+ STRUCTURAL STEEL AND MISCELLANEOUS METALWORK 1.0 - SCOPE The work includes all labor, materials, equipment and appli- ances required to furnish and install all structural steel and mise ellaneous.metalwork in accordance with contract documents and as ordered by the Engineer. 2.0 - MATERIALS Except where specifically indicated or specified otherwise, materials for structural steel and miscellaneous metalwork shall conform to the latest revision of the following schedules: METAL STANDARD CLASS OR ALLOY Carbon Steel Shapes ASTM A36 -- Carbo.n. Steel Plates ASTM A233 -- Steel joists AST!! X242 or '441 -- Carbon Steel Pipe ASTM A139 Grade 3 s":- - 1 -__ S -:_eel „,-M i" 4C 304 A161 305 Aluminum Nuts & Bolts Ai1'^::3u Jnap=S AJ: 6061-.6 Aluminum Plates ASTM B2v9 6061-T6 Aluminum Extrusions ASTM B221 6063-T5 Cast Iron ASTM A48 30 Ductile Iron ASTM A536 60-45-10 Carbon Steel Nuts & ASTM A307 -- Bolts High Strength Steel ASTM A325 -- Nuts & Bolts Stainless -Steel Bolts ASTM A167 30.4 Stainless Steel Nuts ASTM A167 316 Stainless Steel Screws ASTM A161 305 Aluminum Nuts & Bolts ASTM B221 2024-T4 (1) Bronze Nuts & Bolts ASTM B98 655 Galvanizing Steel Shapes ASTM A123 -- & Plates Galvanizing Steel Nuts ASTM A153 -' & Bolts 1 ) Shall have an AA-M1OC23A31 anodized_ finish treatment. An. acceptable finish is ALCOA Alumilite Clear 204; KAISER ALUMINUM Alodine; or equal. SS & MM - 1 o.f • 13 HOLZMACHER. MCLENDON & MURRELL. P.C. tf2AA STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CON'r'D.)- Where sizes of metal elements are not shown or specified, the minimum thicknesses shall be 5/16 -inch for steel, 1/4 -inch for aluminum and 1/2 -inch for cast iron and ductile iron. Welding electrodes for manually shielded metal arc welding shall conform to the requirements of the Specifications for Mild Steel Covered Arc Welding Electrodes, AWS 5.1: Classification Nos. E6011, E6012, E6013 and E6020. Certified test reports shall be submitted to the Engineer for structural steel to indicate conformity with the specifica- tions.. Manufacturer's certification for bolts and nuts and filler metal for welding shall be submitted to the Engineer to show compliance with the specifications. All iron castings shall be smooth and free from blow holes and other defects, and shall conform to the dimensions shown. All castings shall be true and, where required, shall fit proper- ly together. The contact surfaces of the frames and covers for manholes and floor openings shall be chipped and machined, if necessary, in order to given an even bearing for the coyer on the frame , a- ::o p: c: -_de a __ _ ._ wr.er_ .;1rsd, the surfaces o ^la:.es and covers shall be cast :::-^ suita.,le Checkering or other raised pattern and lettering. All other metal materials shall conform to the requirements of other sections of the GENERAL SPECIFICATIONS or of the con- tract item specifications, as'such apply. 3.0 - STANDARDS Design, fabrication and erection of metalwork shall be in accordance with the following standards applicable to the charac- ter of the work performed. Structural Steel AISC Specification for Design, Fabrication and Erection of Structural Steel/for Buildings and Code of Standard Practice f or S t e e 1 Buildings and Bridges Steel Joists Steel Joist Institute Standard Specifications for Open Web Steel Joists SS & MM - 2 of 13 HOLZMACHER. MCLENOON & MURRELL. P.C. tf2AA STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) Structural Aluminum AA Specifications for Aluminum Structures Welding AWS Code and AISC Specifications 4.0 —CONNECTIONS 4.1 - General - Except as otherwise shown and specified, fasteners shall be made of the metals listed in the following table, at the intersection of the column and line headed by the respective metals to be joined: Bolts shall have a minimum diameter of 5/8 -inch, except where otherwise noted or specified. Ss s 11G1 - 3. o f 1 3 CAST IRON METALS STAINLESS OR CARBON JOINED STEEL DUCTILE IRON STEEL ALUMINUM Aluminum Stainless Stainless Stainless Aluminum Steel Steel Steel --------- S --a Ln ss Steel Carbon Stainless Stainless Stainless Stainless Steel Steel Steel Steel Steel Bronze Bronze Bronze Galvanized Galvanized Carbon Carbon Carbon Steel Steel Steel Cast Iron Stainless Stainless Stainless Stainless or Steel Steel Steel Steel Ductile ---------- ------ Iron Bronze Galvanized Carbon Steel Stainless Stainless Stainless Stainless Stainless Steel Steel Steel Steel Steel Bolts shall have a minimum diameter of 5/8 -inch, except where otherwise noted or specified. Ss s 11G1 - 3. o f 1 3 -I(�►� HOLZMACHER, MCLENDON & MURRELL. P STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) Carbon steel and galvanized carbon steel bolts shall be dipped in paint to cover entire bolt prior to assembly of parts. Prior to dipping in paint, galvanized carbon steel bolts shall be pretreated in conformance with requirements of SSPC PT -2 or SSPC PT -3. All bolts and nuts shall conform to the United States Standard sizes, and shall be clean cut and have well -fitting threads. Anchor bolts for bolting steel, cast steel or cast iron to concrete shall be made of steel conforming to ASTM Specification A307 latest revision. Anchor bolts for bolting aluminum and other non-ferrous metals to concrete shall be made of Type 304 stainless steel conforming to ASTM Specification A167 latest re- vision. Other anchor bolt requirements are specified in Section 26.0 of the CONCRETE specification. Drill anchors shall be PHILLIPS DRILL CO., INC. Red Head Self -Drilling Anchors; THE R.AW`LPLUG CO., Saber -Tooth Self-Drili- • -- r O o _ , r equal Expansion anchors shall be THE RAWLPLUG '_�. ?LW�i,ET :O"_hreaded S S� a D17Is_on o_ Shield; or equal. r The number of unl-ts use,- per ex;ansion a nChor shall be adequate to develop the 'ultimate tensile strength of the bolt. Drill anchors shall be used for fastening materials and equipment to concrete. Expansion anchors shall be used for fastening materials and equipment to masonry. Where hollow bloc's masonry makes the use of expansion anchors unsuitable, toggle bolts or other suitable fastening devices, as approved, shall be provided. 4.2 - Structural Steel Connections - Bolting (a) All shop and field connections shall be either bolted with high strength steel bolts or welded, unless otherwise shown, noted, directed, specified or approved. ( b) Where structural joints ar-2 made using high strengthbolts, hardened washers and nuts tightened to a high tension; the materials, methods of installation and tension control, type of wrenches to be used, and inspection methods shall conform to specifications for Structural Joints ASTM Specification A325 or Bolts ASTM Specification A490 latest revision. The surfaces of the bolted parts in contact with the bolt head and nut shall be parallel. Shear resisting joints shall be of the friction -type. S 4 o E L 3 U244HOLZMACHER. M6LEN�ON d MURRELL. P.C. y)� STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'U.) When assembled, all joint surfaces, including those adjacent to the washer, shall be free of paint, oil, lacquer, dirt, loose scale, galvanizing, burrs or other defects that would prevent solid seating of the parts. The high strength bolts used shall have a suitable identifying mark placed on top of the head before leaving the factory. Tightening of nuts shall be done with pro- perly calibrated wrenches or by the turn -of -nut method.. The mini- mum bolt tension for the size of bolt used shall be in accordance with the table listed in the above reference standards. When calibrated wrenches are used, each wrench shall be checked for accuracy at least once daily for actual conditions of application. Bolts that have been completely tightened shall be marked with an identifying �reb hes for thenusecofrtheall Engineerdint inspecting cali- brated torque bolts installed in the structure. or (c) Holes for high strengthantle 15 inch olts hlarrill ger albedthan t he sub -punched and reamed not more th / diameter of the bobs to be used. r r br; _ ; z.:--ers into _S?� ons'✓ _O "'y - - post= on and not zo eni-ar a or to admit bolts will not beperm=tted- (e) All rolled bears and girders shall be connected by means of standard team connections of series as noted or as approved, and as detailed in the latest edition of the Steel Construction Manual of the AISC. 5.0 - WELDING OF STRUCTURAL STEEL Electric arc welding may be used where welding is called for in the drawings or as approved. Where structural joints are made by welding, the details of all joints, the technique of welding employed, the appearance and quality of welds made, and the methods used in correcting defec- tive work shall conform -to requirements of AISC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings and AWS Code for Arc and Gas Welding in Building Con- struction. In addition, welds shall be made only by operators who have been previously qualified by tests as described in AWS Standard Qual-if icatio_n Procedure to perform the type of work required. s S s m.., "U to LZMACHER,MCLENOON 6 MURRELL. P.C. .-.V-2CA.f-6A-ft-^-410 STRUCTURAL STEEL AND MISCELLANEOUS METALWORK ( CONT' D . ) Welding equipment shall be of a type which will produce proper current so that the operator may produce satisfactory welds . The welding machines shall be of 200-400 amp, 25-40 volt capacity. Electrodes shall be suitable for positions and other conditions of intended use in accordance with the instructions with each container. Field welding shall be done by direct current. surfaces to be welded shall be free of loose scale, rust, grease, paint, and other foreign material except that mill scale that withstands vigorous wire brushing may remain. A light film of linseed oil likewise may be disregarded. Joint surfaces shall be f ree f rom f ins and tears. No welding shall be done when the temperature of the base metal is lower than 0°F. At temperatures between 32* and 0°F the surfaces of all areas within 3 -inches of a point where a weld is started shall be heated to 180°F or higher before welding is started. Finished members shall be true to line and free from twists, bends and open joints. 5.0 - STRiCTUP.AL STEEL FABRICATION fess o~"'e-wise shsw ' ^_e4 0.9 structural steel s1:all be '-i==0=�3=-? X71_ ArSC ��'-CL iCa- tions for the Design, Fa, -,ca -,ion and Erection of Structural Steel for Buildings. Steel shall be punched and drilled for attachment of wood nails and other materials indicated or speci- fied to be attached to the steel. Bearing surfaces, except the bottom surface of plates on grout beds, shall be planed to true beds., Abutting surfaces shall be closely fitted. 7.0 - STORING OF STRUCTURAL STEEL All structural steel shall be stored properly on substantial timbers and blockings so placed that the steel shall be free from the ground, and all surfaces shall be drained to prevent any ac- cumulation of water. 8.0 - ERECTION OF STRUCTURAL STEEL Except as otherwise indicated on the drawings or specified, the erection of structural steel shall be in accordance with the latest edition of AISC Specifications for the Design, Fabrication SS r ;1?1 - 6 v.t 13 HoLZMACHER,_ McLENOON d MURRELL. P.C. STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) and Erection of Structural Steel for Buildings; Code of Standard Practice for Steel Buildings and Bridges; and the Steel Joist Institute, Standard Specifications for Open Web Steel Joists; and with modifications and .other specific requirements described herein. Templates shall be furnished for setting the anchor bolts. Before erecting any steel, the Contractor shall verify the location and elevation of all anchor bolts to determine that the foundations are at the proper elevation and suitably leveled off, ready to receive baseplates. The Contractor shall immediately correct any inaccuracies which come to his attention and which might affect steel erection. The. -number of bolts used for erection purposes shall not be less than 10 percent of the number of high strength steel bolts to be used. A11 structural steel shall be accurately erected to lines ,.� -all be leve'_ and plumb within a and grades s. +fin. A= �� _ tole o. �_? : _ r_=Ane �c:.-�___.,: are .Made. tolerance '�- The Contractor shall provide all necessary temporary bracing ction. Sufficient temporary bolts sha 11 be required for steel ere used to insure safety of the structure until final completion. All necessary cribbing on concrete work shall be provided to pro- perly distribute work loads of erection equipment so as not to cause damage to any completed concrete structure. 9.0 - FABRICATION OF MISCELLANEOUS STEEL METALWORK Fabrication of all miscellaneous metalwork shall conform to the requirements of these specifications. 10.0 - ALUMINUM FABRICATION Whenever aluminum members are not specifically sized or de- tailed, the design shall be based on the Aluminum Association (AA) Specifications for Aluminum Structures. All fabrication of aluminum members shall be done as called for in the above AA Specification. J()►1 HOLIMACHER. McLENOON d MURRELL. P.C. � �LI�� oo,a,w!.•of•o.w�r�r.a+�.r.�ryrr�n.r•u+ra� STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) Where welding of aluminum is required or allowed, all pre- paration for and welding of parts shall be done according to the requirements of the AWS Welding Handbook adopted by the A.A. Parts shall be welded with an arc or resistance welding process. No welding process that requires the use of a welding flux shall be used. The filler metal shall be aluminum alloy designated for use in the AWS Welding Handbook. Welds shall be free of porosi- ty, cracks or blow holes, and shall be finished to match adjacent surfaces. whenever welding is specified or allowed, the strength of the member is reduced locally by heat, and the members shall be designed accordingly and in alignment with the above AA Specifica- tion. Unless otherwise specified, all aluminum work shall be given an anodized finish treatment equal to AA-M10C23A41. An accept- able finish is ALCOA or KAISER ALUMINUM Alumilite 215R1. Aluminum members such as lintels that abut doors and louvers shall be color anodized to :Hatch same. S..-1_ 3_'�.:,-num 0rk s'a1_ .^� with St3I:al?SS S=eel unless •o` e w_se specified or s^oWn. 11.0 - MET.ILLIC COATINGS Galvanizing, where specified, shall be done by the hot -dip process in accordance with ASTM Specifications A123 or A153 latest revision. Nuts and bolts may be sherardized in lieu of galvanizing. All metal to be galvanized shall be thoroughly cleaned by immersion in pickling liquors prior to dipping in the hot zinc bath. All galvanized articles shall be handled, shipped and erected in such a manner as to preclude any damage to zinc coating. Galvanized materials shall be painted in accordance with the requirements of SURFACE FINISH PAINTING. Cadmium plating will not be permitted as a substitute for galvanizing, nor as a decorative finish. 12.0 - PAINTING Insofar as they apply, 'all of the requirements -of the speci- fications for painting under SURFACE FINISH - PAINTING are hereby made a. part of these -specifications. S.S & iu%l - 3' 0f 13 t Y) ►J HOLZMACHER, MCLENOON d MURRELL. P.C. ■ 1..e0. 4mT"l "mile FS M ILAr0104 STRUCTURAL STEEL -AND MISCELLANEOUS METALWORK (CONY D.) The standard shop paint for steel joist shall conform to Steel Structures Painting Council Specification 15-67T, Type 2 (black asphalt). Steel that is to be encased in concrete shall not be paint- ed, but all other steel shall be cleaned in accordance with the requirements of SURFACE FINISH - PAINTING and given one (1) heavy coatof primer as specified thereunder. Surfaces that are to be field welded or bolted shall not be shop painted. After erection, all exposed steel which will become inac- cessible after masonry is erected, shall be given a second coat of red lead primer and two (2) coats of aluminum paint. After erection, all field bolt heads and nuts, and field welds shall be field primed with same primer that was applied in the shop. Shop primer shall be applied to a minimum dry film thickness as specified under SURFACE FINISH - PAINTING. Those portions of a1�mi^:� zomi ng iR contact with concrete ^.r m.�.SJ.^.� s.^.3�i, ^ri be ^ai n te`d :Ji l- 011e (1) 20-24 mil thick coat of Coal -tar pitch paint equal to PORTER COATING DIVISION of PORTER PAINT CO. , Tarmastic 103; KOP?ERS CO. INC., Bitumastic NO. 50; or equal. Where aluminum materials come in contact with other metals, the surfaces of contact shall be thoroughly insulated with the sauce approved bituminous material. 13._0 - GRATING 13.1 - Materials - Grating shall be of non-skid type, ex- truded from -6063-T6 aluminum alloy, and shall be BORDEN METAL PRODUCTS CO., Aluminum Plank; WASHINGTON ALUMINUM CO., Type B Heavy Duty Grating, or equal. Individual extruded panels shall be fastened together into the fabricated panels by welding. 13.2 - Fabrication ( a ) Where the required for passage of pipe, valve stems or other devices, openings shall be left in the gratings. All open- ings for pipes, valve, stems or other devices which require the cutting of more than three main bars or -members shall be finished with banding strips. The ends of all gratings shall also be pro- vided with banding strips. The banding strips shall be of the 9 of 13 HOLZMACHER. MCLENOON d MURRELL. P.C. s •.r.o.wrfY'CAW.'s r./ftw_4. STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) same depth as the grating and not less than 1/8 -inch thick. The banding strips shall be welded to the main bars and neatly finish- ed at the intersections with the bars. All grating sections shall be easily removable. (b) Grating tolerances and clearance requirements shall conform to the applicable standards of the Metal Grating Insti- tute.. (c) Gratings shall be sized that a live load of 300 psf will not produce a fibre stress exceeding the maximum allowable with a safety factor of three. No grating shall be less than 1 -inch in depth. The longest dimension of individual grating sections shall not be greater than 6'-0" and they shall weigh not more than 150 pounds. 13.3 - Grating Supports (a) Where gratings are to be erected with the bearing upon concrete slabs, beams or floors, an anchored alu:minum angle bear- concrete ng support, as detailed on the dra+�ings', sha1i O? placid �n the concrete to receive the..?3._.^.j_ B:pOrtS 3_� 20` de to i 1 ed o n the drawit:,s, extruded a��y-:•'.:m - tames equal _o l: _ e GF aluminum grating frames as manufact::red by AFtCHZTECTUTRU CTION ART MFG. , INC. ; flush grating frames as manufactured by CONSTRU f SPECIALITIES, INC.; or equal, shall be provided. Unless other- wise approved, these bearing supports shall be constructed so as to make a continuous frame, having all corners mitered and welded or spliced, and having sufficient anchors attached for proper anchoring of the frame into the concrete. The -anchors shall be spaced not less than 15 -inches on center. The frames shall be fabricated of 6061-T6 or 6063-T6 aluminum alloy. (b) Where gratings are to be supported on structural steel or aluminum members other than the containing frames in the pre- ceding. paragraph, the aluminum containing frames will not be re- quired. (c) ' Where joints occur normal to the direction of span, they shall enter on the structural supports, with a clearance of 1/16 -inch between joints. (d) Where pipe openings cause the cutting of more than three main bars, a galvanized steel angle support shall be clamp- ed on the pipe. SS 10 of 13 HOLZMACHER. MCLENOON 6 MURRELL. P.C. poill-0t.0-64A: t-1.0-4nTY IC irrOn �.lA-4.0 STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) 13.4 - Erection All gratings shall be properly erected in place, at the locations shown. Gratings shall be anchored to all structural supports, containing frames using four (4) approved er erection, all grating sections bolted anchors per section. Aft shall be absolutely flat and true so as to provide an even, uni- form, non -rattling and non -rocking bearing on the supports. Large heavy duty hinges for hinged sections of grating shall be provided where indicated. 14.0 - HANDRAILS 14.1 - General = The Contractor shall furnish all the materi- als for and shall erect all handrails shown. Handrails shall be fabricated o,f aluminum. 14.2 - Materials Handrails and accessories shall be of the following aluminum alloys: �ESCRIPT10N ALLOY DESIGNATION Pipe f cast Alloy -i�tings 356-16 and 3?li ;drought Alloy Pittings 6051-T6 Kick Plates 605'_-T6 (a) Aluminum alloys specified herein shall conform to the designated alloys of the Aluminum Association (AA) and shall be given an AA-C22A41 finish. (b) Screws, nuts and bolts shall be of stainless steel. 14.3 - Construction (a) Rails and stanchions shall be 1 -1/2 -inches diameter standard pipe having a wall thickness of 0.145 -inch and weigh -i ng 0.94 pounds/foot. The rails shall be spaced from the floor as shown. (b) The stanchions and rails shall be assembled with flush type fittings and fastened by welding. Flush type fittings shall be J U LIUS BLAUM & CO., INC., Connectorail System; J.G. BRAUN CO., 11000 Series Pipe Rail Eittings; or equal. welded joints shall be made by inert gas arc welding. welding rod shall be aluminum alloy 5356. All welded joints shall 'be cleaned of flux and the weld head shall be ground, .rubbed and finished so as to produce a neat workmanlike finish equal to adjacent surfaces. SS & mm - 11 of 13 Vr�� HOLZMACHER. MCLENDON d MURRELL. P.C. STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D. ) (c) Spacing of stanchions shall be as indicated, but in all cases shall be uniform and shall not exceed 7 feet center -to - center. Shorter spacing shall be used where required to maintain the maximum spacing. Stanchions will be required on each side of an expansion joint in the structure. (d) All railings shall be erected to line and plumb and fastened in a neat, substantial, workmanlike conform tothestandardsof the met best practice. Railing shall National Association of Architectural Metal Manufacturers except as may be otherwise specified herein. (e) Where handrails are set into new concrete, the stan- chions shall be set into 2 -1/2 -inch aluminum sleeves and f i rmly caulked with A -H. PRODUCTS a Division of ANTI -HYDRO WATERPROOFING CO., A -H Poly -Seal BF -gray polysulfide compound; SONNEBO R N Divi- sion of CONTECH, INC. , Sonolastic polysulfide Sealant, gray in color; or equal. Floor cover flanges shall be placed on the stanchions and fastened in-place with set screws on the side of the stanchions away from the walkway. Stanchions snail be placed �- so that the centerline is 3-inchesfromthe edge Of the concrete. (f) Where handrails a-- s~---�`'= cover flanges shall be placed t s==.•�.`.i:,-� and- -_--` a.._..o_ ed into existing concrete w;t stainless steel bolt_. (g) Where handrails are supported from striuctural me:n"Ders, it shall be done by the use of approved sockets, flanges, brackets or other approved means which will provide neat and substantial support for the pipe railing. (h) Where handrails are to be fastened to walls, the rails shall be provided with screwed wall flanges fastened to the walls with three (3) 3/8 -inch stainless steel flat head machine screws, anchored in accordance with Section 4.0, CONNECTIONS. (i) Where handrails are supported with wall brackets, the wall brackets shall be JULIUS BLAUM & CO. , INC. , Cat No. 316; J.G. BRAUN CO. , Cat. No. 4401; or equal. The end of handrails supported by wall brackets shall be finished with terminal caps and shall be JULIUS BLAUM & CO., INC., Cat. No. 716; J.G. BRNJN CO., Cat. No. 11062; or equal. 15.0 - SAFETY TREADS On all concrete stairs abrasive metal safety treads, conform- ing to the details shown, shall be cast integrally with the steps. ;Ss 't'? - 12 or 13 S y] HOLZMACHER. MCLENCON d MURRELL, P.C. .� ��LLJJ(QYY1lTr01t4rIN.1�Y�[}.�.In1YlfJ{wtAT{MNJ�w1� STRUCTURAL STEEL AND MISCELLANEOUS METALWORK (CONT'D.) Safety treads shall have hatched surfaces and cast -on. anchors, and shall be AMERICAN ABRASIVE METALS CO. , Alumalun Style A treads; A. NITT & SON, 2004 Abrasive Safety Treads; or equal. 16.0 - THRESHOLDS Unless otherwise specified or noted, the CoAMERICANtrarABRA- SIVE shall fufurnish and install thresholds for doors equal S I VE METALS CO. , ALuma lun Style T, recessed, abrasive aluminum or threshold; belTT set&inOgrou0t0andbrasive anchoredowithThreshold; flathead sta equal They shallless steel anchors. 17.0 - WORKING DRAWINGS The Contractor shall submit for the approval of the engineer detailed working drawings of all structural steel and miscel- The o lanec-Is metalwork, based upon the con=ract draw-"gs. = s` working .J ai.^.g5 shall give all -he :ecessa= i =_=- ==_ � 3br1C3t10.^., erection and pal Ming, and except as .+: nef -�j P -'`' vided herein, structural steel drawings shall be based on A TSC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings. Working drawings shall include information necessary £or the fabrication of the component parts of the structure. They shall indicate size and weight of members, type and location of shop and field connections, the type, size and extent of all welds, and the welding sequence when required. The welding symbols used on the working drawings shall be as adopted by the AWS. No steel shall be fabricated until the Engineer's approval has been received. Hung lintels and similar details shall in- clude all punching, drilling, tapping and supports required to ass -ire proper Support and anchorage for all masonry work, to be placed. Structural steel connections and details shall not interfere with architectural and mechanical clearances. Structural steel details shall be properly indexed and tabu- lated in a form as shall be approved by the Engineer . D e t a i is shall be indexed before being sent to the Engineer for approval. No materials .shall be fabricated until the Engineer's ap- proval of theworking drawings has been obtained. S S & mu -i - 13 o f 13 r W) ZMACHEK McLENDON a MURRELL. P.C. mrar" an ew s.aNnr lagnsn. R..w SURFACE FINISH - PAINTING 1.0 - SCOPE The work includes all labor, materials, equipment and ap- pliances required for painting, as shown on the drawings, de- tailed in the specifications or as directed by the Engineer. 2.0 - MATERIALS 2.1 - General All materials specified herein shall be manufactured by the TNEMEC COMPANY, INC., North Kansas City, MO; MOBIL CHEMICAL, Edi- son, NJ, .or approved equal. No request for substitution shall be considered that would decrease film thickness and/or number of coats or offer a change in the general type of coating specified in the Painting Schedule. If the manufacturer's Literature of the product being offered calls for higher film thickness, the Contractor must apply the greater film thickness. 2.2 -.Colors All colors shall be sele=-=_ as 31_a=:ed by the Samples shall mixed fcr a'- . _r..'v'ed Zy :he Englneer befz�_e any painting is started. 2.3 - Delivery - Storage (a ) All material shall be delivered to the site in the original containers, with labels intact and seals unbroken.. (b) With the exception of ready mixed ._material, all mixing shall be done at the job site. (c) Coatings, thinners and solvents shall be stored in weather -tight enclosures at the site in an approved location and manner. 3.0 - WORKMANSHIP 3.1 - Inspection of Surfaces Before starting painting, the. Contractor shall inspect all surfaces to be painted and report all defects therein to the Engi- neer in writing.. Commencement of work by this Contractor indi- cates his acceptance of the surfaces. SF -P - 1 of 6 U244t�ACNER. McLENOON i MURRELL P.C. OO118A!r IN - , ►A►10aw"ArOtarw SURFACE FINISH - PAINTING (CONT'D.) 3.2 - Preparation of.Surfaces All spaces shall be broom cleaned before painting is started and all surfaces to be painted shall be dry. All ferrous metal surfaces, including pipe, pipe supports, equipment and structural steel shall be properly cleaned and pre- pared for painting. Cleaning methods specified for surface preparation shall remove all dirt, scale, loose rust, loose mill scale, welding flux and scale, oil, grease, and all other detrimental foreign matter which may impair the adhesion of the paint to be applied. Weld projections or irregular portions of welds, which will inter- fere with the proper coating shall be ground smooth, as approved. Surfaces shall receive surface preparation prior to coatings according to the requirements of the SSPC Specification as herein- after specified. Removal of grease, oil, wax, tar, and other 'organic ccntami rants shall b-_ by solvent _Ieaning conforming to tL:e req: __ ements lic Ferrous metal surfaces shall be shop Pri-ed .n accordance with the applicable coating system specified, even when such prime coat is not specifically included in the coating system. The shop coat shall be construed as meaning the primer, or if no primer i s cal led for, the f irst coat of the f i ::i sh ra'_ nt . Primed ferrous metal surfaces damaged by handling, field assembly, or welding shall be reprimed in conformance with the painting system specified for the surface after blast cleaning or wire brushing the damaged area, as approved. 3.3 - Painting All work shall be done by skilled mechanics in a workmanlike manner. All material shall be evenly applied so as to be free from sags, runs, crawls or other defects. All coats shall be of proper consistency and well brushed out, so as to. show the mini- mum of brush marks, except varnish and enamel, which shall be uniformly flowed on. All brushes shall be clean and in good con- dition. SF -P - 2 of b HOLZMACMER. MCLENDON t MURRELL. P.C. �.�w.ras.rornrnrssAn"'J . SURFACE FINISH - PAINTING (CONT'.D. ) All coats shall be thoroughly dry before the succeeding coat is applied. Allow at least 24 hours between coats, unless special paint is used that requires more or less time for drying, according to manufacturer's specifications. All metal surfaces shall be solvent cleaned to remove grease and oil. Where rust or scale is present, it shall be removed prior to painting. Wire brush or sand to bright metal. All damage to shop prime coat caused by cleaning, repairing and erection to be spot primed with the same material used for the shop coat. All galvanized metal surfaces to be chemically treated with a phosphate acid solution prior to priming, according to manu- facturer's directions. Temperature of spaces in building where painting is being done or where it is drying shall be maintained above 50°F. All exposed exterior woodwork and exposed interior woodwork in contact with exterior masonry walls or with floor slabs shall be back oria:_a before being installed. ' Prime all cuts made after prise coat is a, lied. The paint application requirements of SSp(-_-?A Specification No. 1, shall govern on procedu res and r equ i semen is not specifi- cally covered by manufacturer's instructions and shall constitute the minimum standards for painting of ferrous metal surfaces. All paints and coating shall be applied by expert workmen with the coating systems specified herein. Paints shall be applied by brushing. or spraying or a com- bination of these methods, unless otherwise specified. Each coat of paint shall be applied as a continuous film of uniform thickness, free of pores, to the maximum extent practica- ble. ractica- ble. Any thin spots or areas missed in the application shall be repainted and permitted to dry before the next coat is applied. If the paint material has thickened and must be diluted for application by spray gun, the coating shall be built up to the same film thickness achieved with undiluted material (i.e., one gallon of paint as originally furnished mu-st not cover a greater SF -P - 3 of 6 NOLZMACMER. McLENOON i MURRELL. P.C. SURFACE FINISH - PAINTING (CONT'D.) surface area when sprayed than when applied unthinned by brush) . Where thinning is necessary, only the products of the manu- facturer furnishing the paint, and for the particular purpose, shall be used, and such thinning shall be done with the manu- facturer's knowledge, in accordance with his instructions. (A) All surfaces to be coated shall be finish coated in the field, except as otherwise specified. The color of the final coats shall be as selected by the Engineer. No finish coating shall be applied until all marred surfaces have been repaired or. repainted. (B) Prime and successive finish coats shall be cleaned, sandpapered, or otherwise treated, before the next coat is ap- plied, in accordance with the recommendations of the coating manu- facturer, and as approved by the Engineer. All coats shall be inspected and approved. by the Engineer before application of any succeeding coats. All coats shall be applied to the dry film thickness (dit) specified. 3.4 - Cleaning Up c"ontractor s .,c-.^ :�=� :? a_i :3�' z.. ti13t : i, n =om _^met o where it "as been spilled, splashed or splat ere : on s'1r:aces including fixtures, glass, Fitt—JLngs, etc. 3.5 - Painting Schedule (A) Mechanical Equipment and Ferrous Metals (excluding Scale) All mechanical equipment and all miscellaneous ferrous metals shall be prepared and coated as follows, unless the finish coat is specified otherwise in the respective equipment section of the specifications. Surface Preparation: MOBIL Primer: Finish: OR TNEMEC Primer: SSPC-SP 6, Commercial Blast Cleaned Epoxy Primer 13R60 78 .Series, two (2) coats, 4-6 mils df t each 37-77 Chem -Prime, one (1) coat, 2.5-3.5 mils dit SHMP 85-02. SF -P - 4 of '6 HOLZMACMER. MCLENOON i MURRELL. P.C. SURFACE FINISH - PAINTING (CONT'D. ) Finish: 66 Epoxoline, two (2) coats, '4-6 mi is df t each OR EQUAL. (NOTE: If blasting is done in field, eliminate the "primer" and apply finish coats immediately.) (B) Galvanized Metals Galvanized metals shall be prepared and coated as follows: Galvanized Surfaces Surface Preparation: TNEMEC Primer: Finish: OR CAR3Z_ _ ..^e . Finish: SSPC-SP 1 Solvent Cleaned No ne 66 Epoxoline, two (2) coats, 2.5- 3.5 mils df t each ane 1:0 HB Finish, two (2) coats, 2.5- 3.5 Nils dit each OR EQUAL Galvanizing shall be done by the hot dip process, in ac- cordance with the specifications of the AHDGA. Zinc coating shall not be less than two ounces per square foot of surface. Galvanizing. shall be done in a plant having AHDGA-approved facilities for producing quality coatings and ample capacity for the work required. All galvanized articles, after galvanizing, shall be handled, shipped and erected in such a manner as to preclude any damage to the zinc coating until such time as the entire work is accepted by the Owner. Should any coating be damaged before ac- ceptance, it shall be repaired by thorough cleaning and appli- cation of one coat of 90-93 TNEMEC-ZINC, where deemed necessary by the Engineer. SF. -P - 5 of 6 HOLZMACHER, McLENDON 3 MURRELL, P.C. coMMan4 i.o.laa uW.oNAWAL scows" =4 PLMM w SURFACE FINLSH - PAINTING (CONT'D.) 3.6 - Repainting All ferrous and other surfaces damaged by the Contractor shall be restored to their original conditions. The painting system shall be that of the original coating. 3.7 - Safety Requirements The coating specifications may include materials which are toxic or hazardous. The Contractor shall observe necessary safety require- ments as directed by the paint manufacturer and conforming with the safety precautions of SSPC-PA Specification No. 1 and OSHA. 3.8 - Failures Any failures or breakdowns, loosening of the paint or coatings within a year after acceptance of work shall be rectified by the Contractor regardless of the paint systems used. The Contractor shall remove the entire coating where failure occurs. Patch work will not be permitted. gpmo AS -n? SF -P - 6 of 6 HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS ENVIRONMENTAL SCIENTI M and PLANNERS TRUCK SCALE 1.0 - SCOPE The contractor shall furnish all labor, tools, materials, equipment and incidentals necessary to construct and install a truck scale and data management system, ready for use, as speci- fied herein and shown on the Contract Drawings. Included shall be initial calibration and testing in the presence of the Engi- neer, Owner and manufacturer's representative, and training of personnel in the operation of the equipment. 2.0 - GENERAL The scale system shall conform to the requirements of the National Bureau of Standards and applicable New York State Weights and Measures requirements. The scale platform, indicator, printer and data management system shall be furnished by one supplier to ensure equipment compatibility. 3.0 - TRUCK SCALE The contractor shall furnish, install and place into opera- tion one (1) fully electronic, low -profile, pitless type truck scale, as specified herein and shown on the Contract Drawings. The truck scale shall be Ground Hugger Model 6060 -PRC, as manufactured by Cardinal, or approved equal. The truck scale shall meet the following requirements: PLATFORM SIZE CAPACITY: SECTIONAL CAPACITY: LOAD CELLS: TYPE: CAPACITY: LOAD CELL FEATURES: 60' x 10' 60 tons 30 tons Six (6) maximum per scale Compression 50,000 lbs. per cell Temperature compensated Overload protection 150% TRS - 1 of 7 TRUCK SCALE (CONTD.) HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS and PLANNERS Repeatability 0.02% Hermetically sealed LOAD CELL STANDS: Individual stand for each load cell shall be provided. Each stand shall be self-contained with convex and lower load buttons to maintain load cell in upright position. LOADING: Maintained through vertical axis. Scale and load cells unaffected by expansion or contraction of weigh- bridge due to change in tempera- ture. CHECK RODS: Lateral and longitudinal for both compression and tension to ;rigidly check scale platform over load cells. WEIGHBRIDGE: All welded steel with 5/16 -inch checkered plate deck. Weighbridge to be fabricated and painted at manufacturer's factory. Overall height from datum line to be 11" +. Weighbridge to be equipped with conduit.to house all load cell in- terconnect cables. Junction boxes are to be mounted on side of weighbridge for easy ac- cess, but out of weather condi- tions.' Platform to have, at each end of scale, a hinged flap connected to weighbridge to prevent platform. binding due to fallen debris. Complete installation shall include unloading off delivery truck; foundation construction; setting pre -constructed welded steel truck scale and checkered steel deck onto foundation, in accordance with manufacturer's recommendations; installation of all load cell stand bearing plates, including grouting; factory painting and field touchup; and any and all equipment and materi- als pertaining to the scale platform and related equipment. TRS - 2 of 7 HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING, ENGINEERS. ENVIRONMENTAL SCIENTISTS wd PLANNERS TRUCK SCALE (CONT' D . ) 4.0 - SCALE WEIGHT INDICATOR The scale platform shall be supplied with a solid state digi- tal weight indicator which meets or exceeds the requirements of Handbook 44 of the National Bureau of Standards. Scale weight indicator shall be Cardinal Model DI -910 or equal. The scale indicator shall have the following features and capabilities: Graduated 120,000 lbs. x 20 lbs. with built-in conver- sion capabilty to convert to tons.and kilograms. Low power LCD (Liquid Crystal Display) alphanumeric display 16 characters in length. Weight Conversion (lb/kg or lb/ton). Free standing desk -type industrial NEMA 7 enclosure. Digital set-up and calibration from surface mount key- pad. Digital averaging. Self-diagnostic circuitry. Continual calibration check. Sealed solid state touch sensitive keypad located on front panel of indicator. RFI/EMI protection. Keypad serial and pushbutton tare. Automatic zero tracking. Motion detection and indication. Over -capacity indication. Below zero indication. Complete solid state circuitry and modular design to allow easily interchangeable and replaceable circuit boards. TRS - 3 of 7 HOLZMACHER, McLENDON & MURRELL, P.C. fbMWLTING ENGINEERS. ENVIPDNMENTAL SCIENTISTS nM PLANNERS TRUCK SCALE (CONT'D.) Internal battery system to protect calibration program and conversion tables. Battery shall be of a type that can be easily replaced without disrupting calibration settings. Data output to the data management system or other com- patible peripheral device. 5.0 - PRINTER The printer shall be a high speed dot matrix printer de- signed for handling -continuous form tickets and separate report paper. The printer unit shall be Okidata Model 182 or approved equal. ties: The printer shall have the following features and capabili- Accept multi -part forms Bi-directional printing User -selectable character fonts 100 character per second printing speed Diagnostic capability and test printout Resettable circuit breaker for electrical protection The power requirements of the printer shall be 120 Volt, AC, 60 Hz. The printer shall be capable .of operating in a tempera- ture range of 32 to 105 degrees F, and to 95% relative humidity without condensation. The contractor shall supply one carton (1800 sheets)' of 2 - part carbonless 9-1/2" x 11" paper for printer. A dust cover for the printer shall be furnished. TRS - 4 of 7 Fi2MHOIZMACHER, McLENDON a MURRELL. P.C. CMMSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS wd PLANNERS TRUCK SCALE (CONT'D.) 6.0 - DATA MANAGEMENT SYSTEM The data management system shall consist of an IBM-PC/XT with 512K RAM, one 5-1/4" 360K floppy disc drive, 20 megabyte hard drive, enhanced keyboard and a monochrome monitor. All in- terconnections shall be provided between the scale and printer to the computer. The screen will display information and instruc- tions to which the operator will respond. The keyboard shall not be integral with the computer. The keypad shall be connected to the computer by a short self -coiling cable -to permit flexibility in positioning the keyboard. In addition, the normal alphanu- meric keys and function keys shall also be provided to allow one - button control in certain modes of operation. An uninterruptible power supply shall be provided to allow approximately four hours of normal operation during power out- ages. A software package shall be provided for data recording, data output and preparation of summary reports. The reports to be generated will be by truck, customer and material. Accumula- tors shall be provided to.store data as follows: a) 10 Materials - 10 characters in length either alpha or numeric or a combination of both. Material is recalled by a 2 -character code assigned to each material. b) 1000 Customers - 4 lines, 25 characters in length for each line, recalled by a 5 -charac- ter code. c) 1000 Truck Tare Weights - Storage of 1000 truck tare weights which are recalled by an 8 -digit alphanumeric character code. This is a permanent weight storage register. d) 1000 Trailers/Containers - Storage of 1000 trailer or container weights which are re- called by an 8 -digit alphanumeric character code. e) 20 Temporary Truck Tare Weights - This pro- vides storage of up to 20 vehicle weights for temporary vehicles that are not required to remain in memory storage_. TRS - 5 of 7 R 912MHOLZMACHER, MCLENDON & MURRELL, P.C. .CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS M PLANNERS TRUCK SCALE (CONT'D.) The information' that will be printed ticket shall be as follows: Transaction (Ticket) Number Time and Date Customer Number, Name and Address. Material Name Truck Number Gross Weight Tare Weight Net Weight on the customer's Data output for the summary reports shall include,'as a min- imum, the following information: Chronological Report - Prints each transac- tion with the same information that is printed on the ticket. 10 Material Totals - Prints the name of each material and the net amount received of each material. 300 Customer Totals - Prints the totals de- livered by each customer by the customer code. 500 Truck Totals - Prints the net totals de- livered by each truck by the truck code. A power protection device shall be provided to protect com- puter equipment against voltage fluctuation surges and EMI -RFI noise. Dust covers shall be provided for the data.management system equipment. 7.0 - FIELD SERVICES The manufacturer of the scale shall provide the services of an engineer for a total of not more than five (5) working days for the purpose of instructing and assisting the contractor and the Owner's personnel in the handling, installation, startup and operation of the equipment. TRS = o O 7 1-iZ44 HOLZMACHER, MCLENDONA MURRELL,P.C. CONSULTING ENGINEERS, ENVIRGNYENTAL SGENTISTS MCI PLANNERS TRUCK 'SCALE, (CONT'D. ) Once the system has been completely installed, testing and calibration shall be performed so the scale will be certified for operation in the State of New York. The scale shall operate within the specified tolerances of the New York State Weights and Measures. A calibration check shall be performed every three (3) months during the first year of operation. 8.0 - MANUALS Five (5) copies of the Shop Drawings and three (3) copies of the Operation and Maintenance Manual shall be submitted to the Engineer. 9.0 - GUARANTEE The truck scale manufacturer shall guarantee for one (1) year from date of final payment request that all equipment shall be free from defects in materials and workmanship. The manufac- turer shall furnish and the contractor shall install replacement parts for any defective component during the guarantee period. Service shall be rendered within 48 hours of notification to the contractor. The scale shall be delivered to the site and installed within seventy (70) days of contract signing. TRS, - 7 of 7 ■ 2u HOLZMACHEA, McLENDON & MURRELL, P.C. . -` COWWLT1MOEMOIMEHI. ENVWMrEMiK 30E61T MaW EIAM#*M PREFABRICATED BUILDING 1.0 - SCOPE This section covers the design, fabrication and erection of a prefabricated, relocatable building, completely assembled in- cluding roof, walls, floor and electrical equipment, as specified herein and shown on the drawings. 2.0 - GENERAL Actual building width and length shall be measured along exterior face of building. Building height shall be measured from bottom of floor structure to top of roof. All materials shall be new and free from defects. All standard drawings and designs shall bear the stamp of a Professional Engineer licensed in the State of New York. Com- plete design analysis of all structural components shall be main- tained on file and furnished by the manufacturer upon request. There shall be no field modification of rigid frame members unless authorized and specified on the manufacturer's drawings. Anchor bolts, brackets and other anchorage shall be as indi- cated on the drawings. Anchor bolts and concrete reinforcing shall be supplied by the Contractor. Building components and accessories furnished and installed under this section shall be fabricated, assembled and erected in full conformity with drawings, specifications,- engineering data, instructions and recommendations of the building manufacturer, unless exceptions are noted by the Engineer. The prefabricated building shall be as manufactured by Porta-Ring.Building Systems, or approved equal. Concrete work, electrical work and other items of building construction not specifically covered herein are described in other sections. 3.0 - BASIS OF DESIGN The building shall conform, to- all applicable State and Local building codes. ?B 1 of 4 HOLZMACHER. MOLENDON & MURRELL, P.C. COt4&AnMO O"NGOW EMVWX*W6WAL ZGEMng7 Wd PLAMMFMB PREFABRICATED BUILDING (CONT'D.) Minimum uniform design loads, in addition to dead loads of the structure itself, shall be as follows: Roof live load, lbs. per sq.ft. 40 Wind load, lbs. per sq.ft. 20 Roof wind uplift, lbs. per sq.ft. 15 Canopy uplift, lbs. per sq..ft. 25 Seismic zone 2 4.0 - MATERIALS 4.1 - Buildings shall be of aluminum construction, with natural satin anodized aluminum exterior surfaces. Overall height to be 90" including exterior roof (outside use). 4.2 - Full width 22" deep shelf shall be furnished as indicated on the plans, 32" from finished floor and with walnut wood grain plastic laminate to match interior walls. 4.3 - Structural members to be extruded aluminum angles, channels and tee sections of structural alloy 6063T6, anodized 204R1, with ribbed pattern exterior surfaces.. 4.4 - Wall panels shall be 5/8" high -impact resistant insu- lating board with anodized aluminum, diamond embossed sheet perma- nently laminated to exterior side. Wall panels shall be insulated to an R-12 value. Interior to have vinyl walnut wood grain surface. The manufacturer shall guarantee panel against delamination. 4.5 - Doors to be of anodized aluminum tubular construction, designed for heavy-duty industrial usage and half -glazed with bronze tinted, insulated tempered safety glass. Bottom portion to include panel with finish to match interior and exterior of building walls. Swing door to be prehung with butt hinges and to include key -in -knob lockset and door closer. Contractor shall furnish 4 keys for each lock. 4.6 - Windows to have anodized aluminum frames and insert frames and to be industrial quality. Active window panel to slide horizontally on stainless steel, ball-bearing rollers (plastic rollers are not acceptable). Windows to include inside locking device. Fixed type windows shall be furnished where shown on the.drawings. PB - 2 of 4 it ■ I% HOLZMACHER, McLENDON & MURRELL, P.C. COIMl nMOEMOWEEIB.EMVIMOMMIEMTAL=EMn{T3..0PLANMM PREFABRICATED BUILDING (CONT'D.) Window sill height to be not less than 36" nor more than 40" from bottom of building to bottom of window opening (inside sill height to be 34" from finished floor). 4.7 - Ceiling panel to be 3/4" thick high -impact resistant insu- lating core board with white vinyl permanently laminated to in- terior side and plastic protective sheet laminated to upside. Ceiling shall be insulated to an R-19 value. 4.8 - Floor structure to be an integral part of the building with 1-1/2" solid waterproof insulating core fit tight against wall panels and fastened to bottom structural base frame. Build- ing shall have commercial grade vinyl flooring. An access cut-out in floor with cover plate shall be pro- vided for access to service additional control and computer equip- ment within the building. 4.9 - Building electric package to. include single phase, 100 amp. capacity panel box with circuit breakers, prewired in con- duit with one 230V circuit, six 115V circuit capability. Furnish two duplex 115V outlets. All wiring devices shall have cover plates. Electric work shall be in conformance with the National Electrical Code. Materials shall be UL approved. Ceiling mounted light fixtures to be fluorescent type fixture with acrylic diffuser lens, 80 watt, as shown on the Drawings. Fixture shall be furnished with tubes. Heater to be thermostatically controlled, fan circu- lating, 115 volt, 5100 BTU heat. Air conditioner to be thermo- statically controlled 115 volt, 6000 BTU. Air conditioner to be furnished with framed cutout. 4.10 - Glass in sliding windows and doors to be bronze tinted, insulated tempered safety glass. Fixed windows to be glazed with bronze tinted, insulated safety glass. 4.11 - Fasteners used to manufacture, assemble and install building to be corrosion -proof type and to permit on-site replace- ment of damaged components. Welded fabrication will not.be ac- ceptable. 4.12 - Exterior roofs shall. include ribbed anodized fascia trim, matching structurals with integral, self-contained gutters. Furnish exterior roof with 12" nominal overhang around perimeter PB - 3 of =4 HOLZMACHER, MOLENDON & MURRELL, P.C. COM MTOOEMMEEK EI/YMIOMAIEMTAL SCIENTIM WA P AN1066 PREFABRICATED BUILDING (CONT'D.) of building. Roof may be shipped knocked down in roll -formed, interlocking panels for assembly and installation on site. Roof panels shall be anchored to resist uplift. 5.0 - INSTALLATION A copy of the prefabricated building manufacturer's instal- lation information or manual shall be kept at the site at all times and made available to all trades. Sill angles shall be sealed by grouting or caulking. Roof angles, wall panels, flashings, and other building cover components shall be installed and sealed to provide water- tight construction. Panels shall be neatly cut and fitted where required. Panels shall be securely fastened to structural fram- ing and to each other. Building shall be anchored to slab as indicated on the plans. 6.0 - PROTECTION AND CLEANING All portions of the building shall be protected from damage during fabrication, shipment, site storage and erection. .Damaged parts shall be repaired or replaced with undamaged units, as di- rected by the Engineer. After completion of construction, any soiled surfaces shall be cleaned. 7.0 - DRAWINGS AND DATA Five (5) copies of complete drawings and data shall be fur- nished showing details of sidewall, end wall and roof -framing; transverse cross-sections; details of trim installation; details of roof and wall panel installation; location of all openings; flashing details; and anchor bolt settings. Drawings shall be accompanied by the manufacturer's instal- lation information manual indicating standard recommendations and marked to show the pertinent installation details. PB - 4 of 4 J t -12M HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS rM PLANNERS ELECTRICAL WORK 1.0 - WORK.INCLUDED The work includes furnishing all labor, materials, equipment and appliances necessary to construct and install all -electrical equipment and accessories at the Town of Southold Cutchogue Land- fill for installation of a truck scale and scale house, as indi- cated on the Contract Drawings and herein specified. The work covered under this section shall include, but not be limited to, the following: A) Electrical wiring and hookup of truck scale, run new electric service from collection center to new scale house, and hookup of scale indicator, printer, data management system and uninterruptible power supply. B) Relocation of telephone service and telephone from existing gate house to new scale house. C) Grounding system. D) All trenching, excavation and backfill for electrical conduits and wire. E) All associated work, incidentals and testing necessary for a complete working electrical system. F) Furnishing to the Engineer, for approval, five (5) sets of shop drawings or catalog cuts of each type of equipment being utilized prior to.ordering said equipment. G) Installation of electrical wiring and light fixture furnished with prefabricated building and outdoor light fixtures. The contractor shall obtain and pay for all permits neces- sary to conduct the work and complete this contract. 2.0 - GENERAL The installation shall be in accordance with the latest rules of the National Electric Code, TELCO, and governing local ordinances. The contractor shall comply with the laws, rules and regulations of the State, Municipal and District Departments hav- ing jurisdiction. Upon completion of the work, an Underwriters Certificate shall be submitted, prior to final payment request. EW - 1 of 4 HOLZMACHER, MCLENDON 3 MURRELL. P.C. o0WMnw EMW-EES;. ENVINDWENTK S=W1 6-4 PLUMM ELECTRICAL WORK (CONT'D.) All electrical equipment being installed shall be UL approved and labeled. The Contractor shall thoroughly familiarize himself with all construction drawings and vendor's detailed drawings concerning this project and shall coordinate his work with that of other trades. In the event of discrepancies, the Owner shall be noti- fied for a disposition prior to proceeding with the work. No s.tructural members shall be cut or penetrated without the approval of the Engineer in writing. The Contractor shall guarantee his entire installation to be free from defective materials or workmanship for a period of one year from date of final acceptance of the installation. The contractor shall provide all necessary cutting and patching required for installation of electrical work. Excava- tion, trenching and backfilling shall be in accordance with the section of these specifications entitled, "EXCAVATION, EARTHWORK, BACKFILLING AND GRADING". The basic bid proposal shall be made on the basis of the equipment specified, when specific catalog numbers are given. Substitutes on specified equipment will not be permitted unless approved by the Engineer in writing. The Contractor shall record installation details and the actual methods of installing conduits, panels, equipment, etc., and shall prepare "As -Built" drawings for. this project, as out- lined in the General Conditions. 3.0 - INCOMING SERVICE In general, service work shall conform to the drawings and shall include secondary underground service entrance cables and connections conforming to Utility Company specifications. Secon- dary cabling shall be phased per Utility Company requirements. Metering equipment enclosure shall be furnished per Utility Com- pany requirements. 4.0 - CONDUIT, WIRE AND BOXES In general, all wiring shall run exposed, or concealed in walls,_ floors or hung ceilings in all finished spaces. Wire shall be copper, type THW, #12 AWG minimum. Service entrance conductors to be type "USE". EW - 2 of 4 ■ I W HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. EWPONYENTAL SCAENTISTS..0 PLANNERS ELECTRICAL WORK (CONT'D.) Conduits shall be run exposed in all mechanical spaces and shall be rigid heavy wall galvanized steel except where "PVC" is indicated. Boxes shall be cast. Intermediate weight steel con- duit may be used in tight spaces when rigidly secured to the structure. Provide PVC coated elbows for all conduits exiting upward from earth or concrete. After wiring has been installed and connected, conduit ends shall be sealed by Johns -Manville Duxseal forced into conduits to a minimum depth equal to the conduit diameter. Wireways shall be 6" x 6" minimum hinged cover type. Outdoor boxes and enclosures shall be NEMA 4, cast aluminum or fabricated stainless steel. Depth of cover over underground electric conduit and/or ca- ble shall be 2 feet minimum. 5.0 - LIGHTING FIXTURES The Contractor shall furnish, install and connect all light- ing fixtures complete with lamps, hangers, fittings, etc., in accordance with the fixtures specified herein or as indicated on the Contract Drawings. Supports, hangers, etc. shall be suitable for the type of building construction on this project and as ap- proved by the Engineer. All fixtures shall be supplied com- pletely wired, assembled and ready for installation and finished as specified or approved by the Engineer. No gaps will be per- mitted between fixtures. and electric boxes, and wiring shall be completely concealed within such wireways. Layout of fixtures shown on the Contract Drawings is approximate. -Exact locations shall be determined in the field. Fixtures shall be clear of pipes, mechanical equipment, structural openings and other ob- structions. 6.0 - CONNECTION OF EQUIPMENT f The Contractor shall connect each item of electrical equip- ment, whether furnished by him -or not and leave it in an operable condition. Provide suitable type "SO" rubber cords and/or match- ing plugs for all items of equipment not appropriately furnished by the manufacturer. 7.0 - WIRING DEVICES All wiring devices shall be "Specification Grade", as manu- factured by Hubbell, A&H, Bryant, or equal. Switches shall be 20 ampere quiet type. Receptacles shall be 20 ampere duplex or 20 ampere single outlets as indicated on the plans. All wall EW - 3 of 4 'J ■ 1� HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS. ENVIRONMENTAL SCIENTISTS rid PLANNERS ELECTRICAL WORK (CONT'D.) switches and receptacles shall be of grounding done in accordance with the Where two or more switches are located shall be gang mounted with gang plates. nized, cadmium plated or stainless steel 8.0 - IDENTIFICATION the grounded type with National Electric Code. at the same point, they Plates shall be .galva- in finished areas. All feeder cables and control wires shall be tagged at termi- nal points and in all pull boxes. Panelboards, safety switches, remote starting control equipment, time switches, buzzers., bells and pushbuttons shall have "DYMO" nameplates describing function, purpose or equipment controlled. Panelboard directories shall be completely typewritten, as to loads served. .All underground utilities shall be marked by a continuous identifying tape buried in the trench above the conduits and shall be 12" below finished grade. The identifying tape "Terra Tape", as manufactured by Griffolyn Co., Somerset, or equal, shall be an inert material such as polyethylene plastic, highly resistant to alkalis, and/or chemical components likely to be encountered in soils. The tape shall be in bright colors to Con- trast with the soil, with identifying printing in black letters, one side only. The tape shall have printed thereon in two (2) rows with the word CAUTION on one (1) row and BURIED (type of utility) LINE BELOW on the other line. Tapes shall be supplied in continuous rolls. The identifying letters shall be repeated continuously the full lengths of the tape. Tapes shall be color coded as directed by the Engineer. 9.0 - COLOR CODING AND TESTS Contractor shall color code each phase and carry code to each panelboard and motor switch. Test shall be made by the Con- tractor at the direction of the Engineer, when equipment is faulty. 10.0 - GROUNDING. All electrical installations shall be grounded in accordance with Article 250 of the National Electrical Code, local in- spection authorities and the requirements of the electrical utility. EW - 4 of 4 M 7 4 r 4V I METHOD OF PAYMENT tl1 HOLZMACHER, McLENDON a MURRELL, P.C. Mn 11 TINR FUGINEERS_ ENVIRONMENTAL SCJENTISTS-d PLANNERS I TOWN OF SOUTHOLD INSTALLATION OF TRUCK SCALE AND SCALE HOUSE CUTCHOGUE LANDFILL PROJECT NO., SOHT 86-03 This Contract is a Lump Sum Contract, requiring the complete installation of a truck scale and scale house, as called for in the Specifications and shown•on the Contract Drawings. The Base Bid shall include all work, equipment, labor, ma- terials and insurances required by the Plans, Specifications, Technical Specifications - General and Detailed, General Condi- tions, Contract and Addenda, or otherwise required for the proper completion of the contract. The contractor shall receive the Lump Sum base bid for the completion of. ALL work in accordance with the Plans and Specifications and as approved by the Engi- neer, with the exception of the work identified as Contingency Item No. 1. Under Contingency Item No. 1, the contractor. shall receive the Lump Sum bid for all work, equipment, labor and materials necessary to pave the additional area south of the scale, identi- fied on the Plans as Contingency Item No. 1. The contractor shall include in his base bid the cost of paving and patching all other areas noted. MOP - 1 of 1 )K x 0 6D 0 )K (D LTI X I- > ()Ix N4 0 (311 30- cr CD� X (Ji L0 C> x �o Cn Cc) L71 co 4M 0 >K W �, VI � . •tJ / vI � \ \y In QI 0 03 (Yi co `��.� � �A 7-7 ice; co 00 / J! II \ / 00 O O -JI O 00 I I � \ 'D -t, 0) a) Cr rQ (D r 4S 4" 41 L X 0 (A 0I Q 41 C" x 41 C71 )K x iD ( (31 (0 . J�. 0 0 � I I I 0 01 (A 03 O O VI % UI r\) 01 C" 4N 0 X (41 DD _3 n (D _)K 7y-- -4 Cn OD N X 1K X 0 X CTI Lin 03 Nx 10 LT0 N) A (0 j LTI 01) �D C31 IZ) x - 50 Cull CM cao OD 4�, X X I N I CC// x w ��/ G // / 2� VVV �1 / ! •A 4S X Cn )K Q V 0 )K X, 01) U0 co I r v bo oX IZN UIT 90 1K Co 00 LTI ------- ' 0;29 00 1% r (71 6 (A 40 \ 6)- 0 GIRT P, �'o v tv cc)x ROAD X, Q) Q) 0 )K X (A (A PROVO LC �v VII r_ (CONTMIGE PROPOSED PAVE'Vic so �E 0 /� io E CRRO,U SCALE 0 EX ST. \ A �- _ � BOJ t ``-�, • o ' l % bD X (DG X PROPOSED SCALE LOCATED 5 00 ADJACENT TO EXISTING I- U) - - o. X r\ I I \ QrAl E Hn"Sr--co -2 0) 4- L0 ATI IL UTIL 7- >- C �D A D Nf (y))K 4N ST "'10 \� N� - XISTIN 01 EX 0 RE 6VE EXISTING ROAD L71 x 'ROAD� Gti;ARDRAIL AND/ a m I �� RELOCATE AS stiti"owN N (SE E P (A x 0 o i 0 SITE PLAN NOTES C 48) IrXF�0" 710.,-067/, _—D /NC. FL / a,417' Z::1,4 7'dE 08 -8¢ 41, (t4o :"curF 1A.1TE,4?v,4Z_ FEET 4 d90,"?I"Cg�5 RON SITE PLAN 11= 100" SCALE: 1 econic ,:36 Pecor C ch 0 U. Duck Pond Point %C >7 A 2� S 24 10 A !�37 'East 0 01 CUTCHOGUIt U-NDFILL ta ve S Cutchog tj M "Sacred Heart Tower Cern x1- 4 0 *&sau It 4% 7t rMS TCutcho ct 0 L D \ H 7- 7 ?OD v Cutchogue 4, ? b o r Ha� p, Ir P t North -or; 'Countryb Marsh 2 Horses. p t 25 25 - LITTLE PECONIC RA I" 4 - LOCATION MAP ISCALE.: 1'= 2000' 1 TE C, LU"!i0N MAP SHEET NO. 2 - TRUCK SCALE - F 0 U N -1),' -7 0 N 1'_A_N SHEET NO. 3 - TRUCK SCALE ASSEMBLY SHEET NO. 4�- SOIL BORINGS GENERAL NOTES 1. CONTRACTOR SHALL INSPECT CONSTRUCTION SITE PPIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS 2. THE CONTRACTOR SAALL, NOTIFY HOLZKACHER, McLFNDON & MURRELL, P.C. AT LEAST 24 HOURS PRIOR TO THE COMMENCEMENT OF THE WORK (TELEPHONE 756-8000 THE SAME NOTICE SHALL BE REQUIRED WHEN RESUMING WORK AFTER ANY STOPPAGE OR DELAY. THE CONTRACTOR SHALL PERFORM DAILY CLEAN—UP OPERATIONS WHICH IN— CLUDE REMOVAL OF DEBRIS AND EXCESS CONSTRUCTION MATERIAL, ETC., TO THE SATISFACTION OF THF OWNER AND THE ENGINEER. IDURING ALL NON—WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED TO STORE ALL EQUIPMENT AND MATERIALS WITHIN THE AREA DESIGNATED BY THE ENGINEER AT THE pik-ijrr-Op SITE. 5. CONTRACTOR SMALL SECURE CONSTRUCTION SITE IH ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. 6- CONTRACTOR IS TO COORDINATE ACTIVITIES SO AS TO MINIMIZE INTERRUP— TIONS TO LANDFILL OPERATIONS. 7. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO REVISION IN ACCORDANCE WITH ACTUAL FIELD CONDITIONS, AND SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. S. SHOP DRAWINGS FOR SCALE, SCALE HOUSE AND ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE SUBMITTED WITHIN SEVEN DAYS OF CONTRACT AWARD. 9. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL. 10. LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE CON—' DUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED FOM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BYROTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL ANY COMPENSATION BE MADE TO THE CONTRACTOR FOR ANY INCONVENIENCE CAUSED HIM BY ENCOUNTERING LEGEND THE AFOREMENTIONED UTILITIES WHICH ARE NOT -SHOWN, OR INCORRECTLY SHOWN, ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR DETERmrN— EXISTING CONTOUR ING THE LOCATION OF ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS. h)------sa—= - !'PROPOSED CONTOUR 11. THE CONTRACTOR IS ADVISED THAT THE PROJECT SITE IS AT AN ACTIVE LANDFILL SITE AND, THEREFORE, CAUTION SHOULD BE USED DUE TO -.-THE POTENTIAL EXISTENCE OF METHANE GAS. 44. OS - ,EXISTING SPOT ELEVATION;' 12. CONSTRUCTION OF FACILITY SHALL CONFORM TO ALL APPLICABLE STATE AND - EXISTING FENCE LOCAL CODE REQUIREMENTS, THE SPECIFICATIONS, AND SUBJECT TO THE •APPROVAL OF THE ENGINEER. - EXISTING TREE & WOOD LINE 4W ! UTILITY POLE Designed By: Project No: UNDERGROUND TELEPHONE JAB/SCH SORT 69-02 'TOWN OF SOUTHOLD Drawn By: Drawing No: PROPOSED` PAVEMENT REQD -IJG G F2 Che6ed Scale: T TRAFFIC SIGN CH AS NOTED JAB/S !HIGH TENSION * . � I INSTALLATION OF Reviewed, Date: ELECTRIC TOWER GWD APRIL 19q9 --',UNDERGROUND. ELECTRIC-'- Revisions: EXIT TRUCK SCALE PROPOSED PAVEMENT (CONTINGENCY) AT CUTCHOGUE LANDFILL d0074N Consulting Engineers 516.756-8000 n Architects - Planners 516-727-3480 ❑ Environmental Scientists 201.227-8050 y�• Holzmacher, McLendon & Murrell, P.C. �`�� MelVille, N.Y. Riverhead, N.Y. Fairfield, N.J. Sheet Title: Sheet "ALTERATION OF THIS DOCUMENT, EXCEPT NY A SITE, PLAN & LOCATION MAP I Of 4 1 LICENSED PROFESSIONAL IS ILLEGAL" 0 + I A TRAFFIC ENTRANCE `• Pfl y'EMEn/T lsEc /-SETA/L SN. 3 oF" 4 ;i 5�FETY BUMPE,� (T>'� yCgDBOLT sAFEry au�PE•.P (T yP) OF SL OPE NOT Site TES 71-1AI / 4,0o To MEET E3097. SRA,DE e'TYP) I—G0�1G. SCAB EL. 46• SS t � #5 /3AR- #7oe "o.e- /2'o,c. `— /a 61coar BOT. Off' FTG. EL .40.28 TRUCK SCALE PLAN 'NOTES: 1. ALL FOUNDATIONS SHALL BEAR ONLY ON SUITABLE MATERIAL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT: 2. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOIL BENEATH THE AREA OF THE SCALE AND ROADWAY APPROACHES. THE CONTRACTOR SHALL BE PERMITTED TO DISPOSE OF THIS MATERIAL ON-SITE AT A LOCATION TO BE DESIGNATED BY THE TOWN. THE TOWN SHALL WAIVE ALL DISPOSAL FEES. UNSUITABLE MATERIALS SHALL BE DEFINED AS HAVING A MATERIAL CLASS RATING OF 11-65 IN%ACCORDANCE WITH W.-SELEer e0AlF,,%GTED N.Y.C. BUILDING CODE C26-1103. / AS Pc --P 5PE.CS. 3. THE TOWN WILL MAKE ON-SITE BACKFILL MATERIAL AVAILABLE TO THE CONTRACTOR AT NO COST TO THE CONTRACTOR. ONLY BACKFILL MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATIONS 7'-D" SHALL BE UTILIZED IN THE PROJECT. ALL BACKFILL MATERIAL -0Bc- n/T Tf/�S SioE------- -- ---- SHALL BE SUBJECT TO TESTING AT THE EXPENSE OF THE CONTRACTOR TO B E /NCL Uo Ev /n/ -- —�-' 4ASE Clio. SLOE AND THE DIRECTION AND/OR ACCEPTANCE OF THE ENGINEER. COPinl� ANGLE -- 4. TOPS OF PIERS SHALL BE SMOOTH, LEVEL AND TRUE TO PLANE. 5& SLAB AND FOOTING IS DESIGNED FOR 4000 PSF SOIL BEARING. 6. LIFTING EYES SHALL BE PROVIDED ON WEIGHBRIDGE. 7. CONTRACTOR SHALL NOT WELD ON WEIGHBRIDGE AND RELATED STRUCTURES trir WHILE IN CONTACT WITH LOAD CELL ASSEMBLIES. ko 8. ALL CHECK RODS SHALL BE LEVEL AND TRUE TO PLANE, BOTH HORIZON- �o,oE I snag �' - -I TALLY AND VERTICALLY, AFTER SCALE HAS BEEN COMPLETELY SET. i ` a9. TRANSMISSION CABLE FROM LOAD CELL TO INDICATOR SHALL BE IN PONE INCH MINIMUM DIAMETER GALVANIZED STEEL CONDUIT. TRANS- MISSION CABLE SHALL BE AT LEAST 24 INCHES FROM ELECTRICAL _ LINES AND MAY CROSS AT 900 ONLY. 10.SCALE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S # 5- @6" O.C. -* 5 c /2" 0. c. 2 =o" INSTALLATION MANUAL. 11.SCALE SHALL BE DESIGNED, MANUFACTURED AND INSTALLED TO MEET ALL SECTION CiC SPECIFICATIONS AND TOLERANCES AS SPECIFIED BY THE NATIONAL BUREAU OF STANDARDS HANDBOOK 44.0789) 12.CONTRACTOR SHALL USE NON -SHRINKING GROUT FOR SETTING GROUT PLATES. 13. SCALE PLANS ARE FOR REFERENCE ONLY, AND SHOW TYPE AND LAYOUT OF EQUIPMENT SPECIFIED. CONTRACTOR SHALL FURNISH SHOP DRAWINGS OF PROPOSED EQUIPMENT IN ACCORDANCE WITH SPECIFICATIONS. /O O" Z_ I -EL CO,vG. Se -,4,s, EL . 46.67 — J SPE/N� O SPC/NG TO BE SAME AS /Np / CA TEl� FO.p FOOT/NG I r.` tD ($EE OE7-AILS TN/SSk/EET) / �n — /IG/ / ✓ TRUCK SCALE ASSEMBLY - PLAN LE^.16T r I .SPL /CE PL ATE -- CNEL'K ROD 6RAek-ET /.AJ re_ 1 NEe'K or 'nU r �-- GU/oE,efr�L lrrv) TL- HkW /A L OTF : L dR OCTA/! S 0,r7- TE F0d7-/�/675 -11V0 C ONC, : 7 E FL OOR SL.4 6 - s ' r I GROUND ROS TO PRCdEGT (o"ABO✓E 6ROLIAJ0 -- - �ELECTR/CAG CONDor 2 7-"/c5 / FROM LOAD CELL TO SCALE f/O!/SE O ___ =T CONTRi9CT0/P TU oiP/GL +� ' Tf/RUG/GH cSCsILE h�OUSE +' - /PEMoVE F IV14LL cUNNECT EGECTR/C G EX'16 . EX/57"/NG W//'PiAvG 7-0 EXisT. SYSTEM SCALE �i GU/of RA/L :S 7-6-A �� s SNOW/V (TYP/CAL-3 PLACEcS) ('TYP� a NEW (i UADRA/L 0 6-X lcS T. 7-,4L.1C1k' S CA L E \ TR CK \\ cv/vc. GUIDE RAIL LAYOUT & PAVEMENT PLAN `SLAB .SLAB TR fF/C T fl FF/G' NO SC,.d [ 6 .:IVCW PA VEN/E/V T (co.V Tin/GEN C Y) I NorE: 6E -C Sf1. / � 3 roR L/M/rS OFPgV/A16, PAVEMENT DETAIL L5/S 7�8 OLE<IRg NCE - �1 3/¢1 IDDLE ROAD - ---If III n � • R . 4 H ) CO2izU6ATED STEEL 1\'l , GU/DE KA/L O /l/✓S'DOT TYPE 6 -TDP NYS007"T✓PE 3-Q/AIDER STGn/E 6LE�D 46,95E r NI STD. 5/p,"0 NEI< fJEgo STD. BOLT, WA-6HE.2 e NlJT. <lGSD,; INSTALL FLgT PG4TE WAS/ -:EK BACK UP I OFFSET BLOCK W&V'3.543&-l4"LOn/6 I POST 46TM y35=(o 6-W6x'8.5-"GO/�/& SH/M qS RE0'D. Foe J SogG/N6 PKDPE2 AL /GNME/�/7' OFlZA/L NOTES 1 qZ-L S;'EEL SN,<tLL BE GgLligN/ZED. 2 PRO V/DE WRAP4ROUn/D TERM/N.qL SECT/01,/ A T A L L ENDS. 30 6U/DE RA/L /NSTgLLAT/ON SNAGC. CONF02M To COU�/TyO� SUFFOLK DPW STANDARDS CORRUGATED BLOCKED OUT GUIDE RAIL (140 CURB) 9Gf1LE : 3/4'=/'-d" G'4/�ipE1D SET G'.4L v. EYE COAIC. goc T iN CAP F/LLE,U w�CONC. �Pq/NT EXPO SED SU,PFACE (64FEry YELLOW) 01E'OI VIV To M S/,/Ea Y1/4 TEe Q + oo CONC. , Foo r/NG SAFETY BUMPER DETAIL �l l O.