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Home My WebLink AboutRoad TR - Nova Chip Surface ELIZABETH A. NEVILLE TOWN CLERK REGISTltAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 409 OF 2003 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 8, 2003: RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Island Resurfacinl/LLC for the furnishin~ and olacin~ of Nova Chio Ultra-Thin Surfacin~ Course at $5.75 per square yard, within the Town of Southold, all in accordance with the bid specifications. Elizabeth A. Neville Southold Town Clerk ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 29, 2003 Attn: Margaret Gannon, Pres. Island Resurfacing LLC 75 Cedarhurst Ave Medford NY 11763 Dear Ms. Gannon: Congratulations. The Southold Town Board, at its regular meeting of July 8, 2003, accepted the bid of Island Resurfacing LLC for the furnishing and placing of Nova Chip Ultra-Thin Surfacing Course. A certified copy of the resolution is enclosed. Your current bid check will be returned to you at the end of the contract. Enclosure Very truly yours, Elizabeth A. Neville Southold Town Clerk ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 409 OF 2003 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 8, 2003: RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Island Resurfacin~ LLC for the furnishine and olacin~, of Nova Chio Ultra-Thin SurfacinR Course at $5.75 per square yard, within the Town of Southold, all in accordance with the bid specifications. Elizabeth A. Neville Soathold Town Clerk RESOLUTION JULY 8, 2003 V - 409 RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Island Resurfacine LLC for the furnishinl~ and placin~ of Nova Chip Ultra-Thin Surfacing Course at $5.75 per square yard, within the Town of Southold, all in accordance with the bid specifications. PETER W. HARRIS Superintendent Highway Department Town of Southold 275 Peconic Lane · P.O. Box 178 Peconic, N.Y. 11958-0178 Tel. (631) 765-3140 (631) 734-5211 Fax (631) 765-1750 MEMORANDUM RECEIVED TO: Southold Town Board FROM: Peter W. Harris Superintendent of Highways DATE: SUBJECT: June 30, 2003 ROAD SURFACE TREATMENT BIDS JUN 3 0 20O3 Southolcl Town CNri In connection with the above subject, please be advised that I have reviewed all bids recently received in connection with the Town's road treatments, and recommend that bids be awarded as follows for the below-described road resurfacing treatments: Item #1 OIL & SAND Corazzini Asphalt, Inc. Item #2 OIL & STONE Corazzini Asphalt, Inc. Item #3 LIQUID ASPHALT Corazzini Asphalt, Inc. Item #4 SAND MIX (TYPE 5 SHIM) $90.00 per ton $54.40 per ton $45.29 per ton $42.35 per ton 0-350 Tons 350-650 Tons 650-1,000 Tons Over1,000 Tons Corazzini Asphalt, Inc. Montecalvo Paving Corp. Montecalvo Paving Corp. Montecalvo Paving Corp. [FISHERS ISLAND] $100.00 per ton $85.00 per ton $78.78 per ton $70.00 per ton 0-350 Tons 350-650 Tons 650-1,000 Tons Over1,000 Tons GL Paving Products Montecalvo Paving Corp. Montecalvo Paving Corp. GL Paving Products -2- Item #5 TYPE 6 TOP $70.00 per ton $58.49 per ton $50.00 per ton $48.35 per ton 0-350 Tons 350-650 Tons 650-1,000 Tons Over1,000 Tons [FISHERS ISLAND] $115.00 per ton $58.35 per ton $57.31 per ton $57.21 per ton 0-350 Tons 350-650 Tons 650-1,000 Tons Over 1,000 Tons GL Paving Products Montecalvo Paving Corp. Montecalvo Paving Corp. Montecalvo Paving Corp. Corazzini Brothers, Inc. DeLalio-SFA DeLalio-SFA DeLalio-SFA Item #6 LIQUID ASPHALT OIL & RECYLED STONE BITUMINOUS SURFACE TREATMENT 97~ per square yard Corazzini Asphalt, Inc. SCHIM MIX ASPHALT CONCRETE $55.00 per ton FOG COAT $1.00 per gallon Item #7 TYPE II Micro-Surfacina TYPE II Micro-Surfacing $1.24 per square yard Corazzini Asphalt, Inc. Corazzini Asphalt, Inc. Thomas H. Gannon & Sons, Inc. TRUING & LEVELING (TYPE 5 Shim) $80.00 per ton Thomas H. Gannon & Sons, Inc. Item 8 NOVA CHIP ULTRA-THIN SURFACING COURSE $5.75 per square yard Island Resurfacing LLC ELIZABETH A. NEVILLE TOWN CLERK REGISTHAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor thfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING #8 Nova Chil~ Ultra-Thin Surfacing Course 6/19/03 at 10:00 AM One (1) bid was received: Island Resurfacing LLC 75 Cedarhurst Ave Medford NY 11763 696-8799 $5.75 per sq. yd. ISLAND RESURFACING LLC 75 CEDARHURST AVENUE MEDFORD,NY 11763 June 18, 2003 Office of the Town Clerk Town of Southold 53095 Main Road Southold, NY BID ON ROAD TREATMENT 2003 Item # 8 Nova Chip Ultrs-thin Surfacing Course '~. 7~per sq.yd. NON-COLLUSIVE BID CERTIFICATE The undersigned bidder certifies that this bid has been arrived at by the bidder independently and has been submitted without collusion with any other vendor of materials, supplies or equipment of the type described in the invitation for bids, and the coments of this bid have not been communicated by the bidder, nor, to its best knowledge and belief, by any of its employees or agents, to any person not an employee or agent of the bidder or its surety on any bond furnished herewith prior to the official opening of the bid. Phone Number BID ON ROAD TREATMENT 2003 Item# 8 Nova Chip Ultra-Thin Surfacing Course Date 1006 404 ~t"~ O0 Dollars ess against it ~e Sc(rotary ~ copy of any ,e LEC served n the LL(' at: attan, Jr., P.O. c, NY 11958. dcvckq) and 2rty, including ning. and to awful act or 26, 7/3, 7/10, 7/17/0~ 1779) Department mental :trion 'omplete tion 003 KAREN BER PROP- RI(it IT OF RIVER 600-114-01- ). NY D: 1-4730- led/br: I - Wild, Scenic, vers : in RIVER- tEK COUN- arage, deck. c system on a ich is located EC regulated orridor. The I a variance ! acre lot size. located on a , River Road, # 0600-144- 'mai qualiO' R ','icw (SEOR) l)ctcmninatio~l ~'ct is not subject to SEQR t~o_ause it is n qype II ac0on. SEQR Lam/ 4gem'r None Designated ,4~1 (SII~I) DtYct'lnOl~llioH have been checked. No regis- Icrc& eligible ur inventoried archaeological sites or historic structures wcrc identilicd at the project location. No further SHPA is required. . h,ui[ahi[iO- For Public Cmnments on this project must bc submitted in writing to ll~c NYSDEC S[INY (w STONY BROOK BUILDING 40 STONY BROOK, NY 11790- 2356 {631 ) 444-0365 IX 6/12/03 (780} LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that scaled bids are sought and requested lbr furnishing and placing within the Town of Southold, the following road 7. Type I1 Micro-Su~acing 8. Nova Chip Ultra-thin Surhcin~ ('ourse Spccihcations may bc obtained al the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, Monday through Eriday,"8:00 ann. Io 4: }( p.m. IX 6/12/03 (775)J The scaled b' ' log(thor with a Non-£ .sive Bid Cerlificate. mitt bank draft, certified check, or bid bond in the amount of $100.00, will be received by thc Town Clerk of Ihc luwn of Southold. New York, until 10:00 A.M., Thursday, June 19, 2003, at which time Ihey will bc opcncd and read aloud in Imblic. I'he Town Board of d~e Town of Suuthold reserves thc right to reject any and all bids and waive any and all inlbnnalities in any bid shoald it be deemed in thc best inter(st uf the Tm, vn of Suuthold to do so. All bids must be signed and sealed in envelopes plainly marked with the type of road treatment being bid on, and sub- mitted to the Office of Ih( Town Clerk. The bid price shall not include any tax, fcdcral, state, or local, l¥om which the Town of Soutbold is exempt. Dated: June 3, 2003 ELIZABETH A, NEVILLE SOUTHOLD TOWN CLERK LEGAL NOTICE OF FORMATION OF HOUSEONSIXTH LLC Under Section 206 of the Limited Liability Company Law notice is hereby given of thc formation uf the above- named limited liability compa- ny. 1. The name of this limited liability company is Houseonsixth LLC. 2. The Company's Articles of Organization were tiled on March 27, 2003. 3. I'he principal officc of this See Legals next page~ 03/06 '03 TUE 08:28 FAX 516 765 6145 SOUTHOLD CLERK *** TX REPORT ~ 001 TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIblE USAGE T PGS. SENT RESULT 4557 Traveler os/off 08:27 01'04 2 OK 7651756 ELIZABETH A. NEVILLE TOWN CLERK I~EGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF IN'FORA~TION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town HEi, 53095 Main Road P.O. Box 1179 Southolc~ New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net TO: FROM: DATE: RE: FAX TRANSMITTAL TRAVELER WATCHMAN ATT: JACKIE., LYNDA M. BOHN _ 6/3/2003 LEGAL NOTICES FOR PUBLICATION IN 2003 Nmnber of pages being faxed 2 including cover page If total transmittal is not received, please call 631 765-1800. PLEASE ACKNOWLEDGE RECEIPT OF THIS LEGAL NOTICE WITHIN ONE (1) HOUR BY SIGNING BELOW AND RETURNING BY FAX TO 765-6145, ATTENTION: BETTY NEVILLE. THANK YOU. Received By Date 03/06 '03 TUE 08:44 FAX 516 765 6145 SOUTHOLD CLERK ~001 MULTI TX/RX REPORT *** TX/RX NO INCOMPLETE TX/RX TRANSACTION OK ERROR 4558 [* 1512449576 [* 16118005243320 [* 17118882329941 [* 18118002582984 [* 32]18009620544 Brown's Letters Burrelle's Info Data Construct Dodge Reports Construct. Info. ELIZABETH A. NEVILLE TOWN CLERK REGL~TRA~ OF ~T~ STA~S~CICS ~GE OFfeR RECO~ ~AGE~NT O~I~R ~EDOM OF ~TION O~ICER Town Hall, 53095 Maim Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldt own.nor thfork.net OFFICE OF THE TOWN CLF~ TOWN OF $OUTHOLD TO: FROM: DATE: RE: FAX TRANSMITTAL CONSTRUCTION INFO - 800 962-0544 DODGE REPORTS 293-~456 BROWN'S LETTERS 244-9576 BURRELLE'S INFO - 800 $24-3329 DATA CONSTRUCTION 888 232-9941 BETTY NEVILLE, Southold Town Clerk Tele. 631 765-1800; fax 765-6145 Sune3,2003 "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): 2 If total transmittal is not received, please call 631 765-1800. COMMENTS: Please acknowledgc receipt of this information by signing below and returning a faxed copy to me at 631 765-6145, attention: Betty Neville. Thank you. LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for furnishing and placing within the Town of Southold, the following road treatments: 7. Type II Micro-Surfacing 8. Nova Chip Ultra-thin Surfacing Course Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, Monday through Friday, 8:00 am to 4:00 pm The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft, certified check, or bid bond in the amount of $100.00, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, June 19, 2003, at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked with the type of road treatment being bid on, and submitted to the Office of the Town Clerk. The bid price shall not include an3~ tax, federal, state, or local, from which the Town of Southold is exempt. Dated: June 3, 2003 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON JUNE 12, 2003, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: The Traveler Watchman Town Attorney John Cushman, Comptroller Brown's Letters Construction Data Town Board Members Superintendent of Highways Harris Dodge Reports Burrelle's Information Services Town Clerk's Bulletin Board STATE OF NEW YORK ) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the .~ day of [/~_~ ~ ,2003, she affixed a notice of which the annexed printed notice is a true c'o~y, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Road Treatment Re-Bid zabeth A. Neville Southold Town Clerk Sworn before me this, ~__~dayof ~--~ ,2003. ~ PUBUG. St~t® of tl~/~l~ No. 01B0~O20932 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORIVIATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 335 OF 2003 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JUNE 3, 2003: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to re-advertise for bids for the Tvoe II Micro-surfacine road surface treatment & Nova Chio Ultra-thin Surfacing Course for the year 2003 for the Superintendent of Highways Elizabeth A. Neville Southold Town Clerk RESOLUTION JUNE 3, 2003 V - 335 RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to re-advertise for bids for the T¥1)e II Micro-surfacin~ road surface treatment & Nova Chit} Ultra-thin Surfacing Course for the year 20032 for the Superintendent of Highways ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 5309§ Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 76§-614§ Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING Item #8 - Nova Chi0 Ultra Thin Surfaciw, Course 5/22/03 at 10:00 AM NO BIDS RECEIVED kEC , . NOTIC · NOXiC TO mODERS NOTICE IS HEREBY GP~N, ~ ac~rdance ~i~ ~e provisions of $~fion 103 'of~e ,General M~icipal Law, that sealed bids are sought requested for ~mish~g and- placing :~th :~he Town of Southold, the following road 1. OHand Sand , s. :. . 6. ~'-2~0 I.iquid A~l)hall S~Cificatigns may be To~ Elerk, To~ of Southold, Te~ Hall, 53095 ~ Road, Southold, New York 11971, Moaday ~ough Ffi~y, 8:00 am to 4:00 pm. a Non-Collusive ,Bid received by the Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road, Soathold, New York, until 10:00 A.M., Thursday, May 22, 2003, at which time they will be opened and mad aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid shmdd it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked with the type of road treatment being bid on, and sub- mitred to the Office of the Tuwn Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: May 6, 2003 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK 1X-5/15/03( 7351 COUNTY OF SUFFOLK STATE OF NEW YORK ss: Lise Marinace, being duly sworn, says that she is the Legal Advertising Coordinator. of the Traveler l'Valchman, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said D',:~veler ~ttc'hman once each week for..../ ...... wee k(-Sr) ~uccessively, commenci)~/on t~ ..... ./.~...·,....clay of · .':~_~. t.~.{~ ............ [6.C r. f .~..t~4... worn~9 belbse mc this.'.~...'...da3 of .... /.[,1 .~: .., 2003. Notary Public LEGAL NOTICE · .. NOTICE TOBIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for furnishing and placing within thc Town of Southold, the following road.treatments: 1. Oil and Sand 2. Oil and Stone 3. Liquid Asphalt 4. Sand Mix (type 5 Shim) 5. Type 6 Top 6. RC-250 Liquid Asphalt Oil & Recycled Stone 7. Type II Micro-Surfacing 8. Nova Chip Ultra-thin Surfacing Course Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, Monday through Friday, 8:00 am to 4:00 pm The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft. certified check, or bid bond in the amount of $100.00, will be received by the Town Clerk of the Town of Southold at the Southold Town Hall, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, May 22, 2003, at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and'all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked with the type of road treatment being bid on, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: May 6, 2003 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MAY 8, 2003, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971 Copies to the following: The Traveler Watchman Town Attorney John Cushman, Comptroller Brown's Letters Construction Data Town Board Members Superintendent of Highways Hams Dodge Reports Burrelle's Information Services Town Clerk's Bulletin Board ELIZABETH A. NEV!~ TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 273 OF 2003 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 6, 2003: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Town Clerk Elizabeth Neville to advertise for bids for the followinR road surface treatments for the year 2003 for the Supefimendent of Highways: 1. Oil and Sand 2. Oil and Stone 3. Liquid Asphalt 4. Sand Mix (type 5 Shim) 5. Type 6 Top 6. RC-250 Liquid Asphalt Oil & Recycled Stone 7. Type II Micro-Surfacing 8. Nova Chip Ultra-thin Surfacing Course Elizabeth A. Neville Southold Town Clerk Fi gll;; C IP Feb, 05 2003 1~;30P~ P2 1 - Ulttattun SUI~hCina Coursp Debcn?tion Under tins Item the Contractor shall farnlsh all plant, labor, equipment and maten,'ds :md sba perform all operations neecssary for the placement of an Ultratlfin Surfacing Cern'se to proxidc nc~ wcanng coursc for an existing pavement. The placement of' the Ultrathin Smfacing Cents shall cc,nsist of the application of a warm polymer modified emulsion membrane coat fbllowe immediateb ~Sth thc placemem of an Ultrathm Surfacing Course of a }tot bituminous concrct mixture The polymer modified asphalt emulsion membrane shall bc spray applied immcdiatel prior to the application of the hot bituminous concrete mixture so as to pro&tee a homogencou wearm£, course that c,-m be opened to traffic immediately upon sufficient cooling Materials 2 [ Coarse Aggregate Coarse Aggregate shall meet the requirements of Section 703-02. Coarse Aggregate of th: Sc~datd Specifications of the New York State Departmeut of Transportation with the followin. modifications: The mineral aggregate used shall be of thc typo and grade specified for high petntbrmanc, su£lZaces The aggregate shall be mmmfactured crushed stone such as graft*e, slag, limestone cha~. or other b. gh qualit3,.' aggregate or combination thereof Wappinger Dolomite aggregate a defined b) thc New York State Deparm~ent of Transportation is excluded from usc in Itcu 77,oSS Coarse aggregates, such as crashed gravel, limestone, dolomite, sandstone, gtmfite, chert traprock_ ore tail/rigs, slag, or other similar n~'ttefials, or blends of two or mote of the above ma: be acceptable W~.cn coarse aggregates for these rmxcs arc fi.om more than one source et of men than one type of matcnal, they shall be proportioned and blcnded to provide a tmifonn mixture i appwx ed b5 the Superintendent. Coats~ aggregates, material retained above the No. 4 sieve, shall be from ,an approved source an( sLall also meet the requkements as listed in Table 1. Table 1: Coarse Aggregate - Properties Tests l,os Angeles abrasion value, % loss *;oundncss. % loss Mag-aesium Sulfate or Sodium SuLfate Fiat & Elongated Ration, % ~ 3:1 % Crushed, smgI¢ face ':,(, Crushe& Two or more mecMnically crashed faces Nhcio-De~al % loss Method Limit AASHTO T 96-94 35 max AASHTO T 104-94 18 max 12 m~x ASTM D 4791 25 max ASTM D 5821 95 ~nin ASTM D 5821 85 AASHTO TP 58-99 18 max 2 ! Fmc Aggzegalo ]:'mt aggregate shall meet the requirements of Section 703~01, Fine Aggregate of the gtandarr Specifications of the New York State Department of Transportation, with thc followm~ itl )difications: 1 :' i FAX NO. : 631 366 1726 2003 12:3~Ph P$ I in,; u~_:St cg;i~; shall consis[ of one hundred (100%) percent cPashed stone [ tnz ;1! ',re'- alc shah hq' [)art of the asphaltic nrastic. 15 ms u~N:.~rem~tcs mar¢:{al passing the No, 4 sieve, sh~.l] be from an approved Sollrc¢ and shall als< nct:r thc r~:qu~rcment': as listed in Table 2. Table 2: Fine A2~regate - Properties Teem Method Limit Sand i!quiuflent AASHTO T 176-86 45 man 'doth> kn¢' Bluc (on matenals passing 200) AASHTO T P 57-99 10 max . ~, o~c ~oatent AASHTO T 30406 40 mia - 2~c't pacled ' C : .* Mmc~al Fllie~ Mir,Cra/ t:fllcr ma} bc used as .-m option to aid in meeting thc gradation rcqulrcinents. H)'drate( Lane certain classes of fly ash. baghouse fines and Type I Portland cement are acceptable Mmcntl lill¢~ shall meet file requirements of Section 703-08, Mineral Filler of the Sl.'mdat-c ~ . · necih, ;mans ff the N¢~ York S~um Depamnent of T~spom~on ~dfll the followm~ ~: ne~,. l-'itlm used must be from mi approved source and shall mcr[ tho requirements of Table x Table 3: Mineral Filler Requirements T.vpical acceptable gradatbn: 100% passing #30 sieve 75-i00% passing #200 sieve · q ~\sphalt Binder thc a>%balt t. t u¢~ us~ shall be the appropriate peffom?~ance graded binder for die pro .-.ct',. h cairo,. Asptml bind=~ shall be from an approved source and shall also mcct the requirements as listud ip Table 4: Asphalt Binder Requirement i ests Method Nlm Max ;qclJa~aNon 'lc ,;I. ~& AASI-i'rTO PP-5 10 Et l~[~.' ~¢co~t:ix '[cst. % ASTM D 6084 60 Pohmm Modified Emulsion Membrane },,l, m<, Mod;i~cd Emulsio2 Membrane shall meet ille lequiretnents of Section 70~. Billlminous Mate-da s CRS- p. Rem 702-4701 of die Stmidz~d Specifications of the New York Slate ~ 'pa t t t of "' a~ Sl)ortation. wida thc following exceptions: shall bc poMner modified from an approved source and shall also mcct thc FA~ NO. ~ 651 366 1726 Feb. 03 2~03 12:;1PI P6 tamping bm screcd Thc paver shall bc capable of spraying the Polymer Modified AspN It l'rnu'.3~,m Mcmhr;mz. appl}~ng ll~e hot bituminous coiicrete uzixtm'e and leveling the suiflce >f thc mat m om: pass Thc paver shall bc capable of placing the hot bituminous concrete mixtu ~ wilhm ', seconds al~er the application of the Polymer Modified Asphalt Emulsion Membrane 'fi e pw,'cr slmi! be cgpaizle of pa,,ing at a controlled speed fi'om 30 - 90 ft.hrdnute. No ~x. heel et otb :r t:all of ibc paving machh2e shall cornc in contact with the Pol_vmer Modified Emulsion Membral e belfort: Nw h,~r Ntummous rentier= mixtur~ wearing course is applied. Thc screed shall have flc abihU .o cM,.,n ibc pavement ar thc center and ha~e vemcally adjusted cxteusLons o Compacric. n [iquipment heeled double-&um asphak rollers with a mininmm weight of 10 tons will be required I > 14ollcis ~t~tll be ~ell main~iaed, in reliable operating condition, m~d be equipped wah ~ alii-.' ~aLei sv>~q, em axld scrapers to prevcnt adhesion of the fresh mix onto thc rolle · drams add2ional EquiPmem Cje:~lg. Eqaipmem. Power brooms, power blowers, air compressors watci flusNn and hand blooms shall be suitable for cleaning thc surface and cracks of the: Au.,dlia~v Eqniorncnt '&'a~er tmclq pneumatic tire roller, hand squeegees, shovels, an l olIlcl' cquit~mt'nl as necessap/, shall be provided to pmibrm thc work Macltmc ~,ich L', do~m unit to be used m performance of the work shall be calibrated iii die presence thc Su?cnntendent prior to con.stmction, or previous callbmlion documentation covonng the ma~.uua[:> to be used n~% be acceptable provided rhcy were made during that cale~idar yea£ d, ,cumenmlo m shall include the indivldua.1 c~ibration of each material at vahous settings, ciin bc :~la~ c,:! k, ,:}le inachlnc/s metenng de'~iccs i.lttid)]n] ~;,rtilcmg Course shall not bo plac~d on a wet pavement. Thc pavement smfac mid ;lxc ~m~bi=nt air [cmperamre shall be not less than 50°F at the time of placcmenl o'aciit ~alFace is acccptablc for placement if it is fret; of standing water and fa',,orabl, ondcio}~s arc expected to follow 511 lom.~ox~21e~s ;-md business afi.~cted by the construction shall bc notified one da5 in advance o ' thJ '~ur~.tciLLg Phls notification shall be in thc form cfa ¥~zitten posting stating the times and date: L/~at cm:xuuctn.m ~S ~:';p~cted on their mad. hi addition, the Contractor shall check to make sure al h~ .mco,xners and businesses ha,,¢ been uoti'fiedjust prior zo application. 5 F~b, 0~ 2~03 12:~lPI Pq T~blc 5: Polymer Modified Emulsion Me~nbrane Requirements .... festa? Em~ulsio~! _ ~le~hod Mm _ g[ora~c ql~bi!Jt',. ~ 7c,P ..... AAS~O W 59 gtex~- Ics~ AASHTO T 59 _ ' 7~jl D~n~l?? b2 ~5{~}Iar~on. % .... ~fl_SJJ~ T 59 ~ : . _ tnl 0,02 N Caci: or _~&SHTO T 59 I Dcmq sibfliB. % i 35 n~f0.8% dioctvl · ~ ..... } sud/um sulfosuccinate _&ASHT0 T 59 TM xxx AASHTOT49 [ A&SHTOT44 { 6O 60 15C[ I 97~5 ........... I 60 Note: A_frm s~:ding 'aadisl.urbed tbr 24 hours. Note .* AS,[~V( T fiv ,dth modificafion~ to nc ude a 4O0~F = iO°F n~xmhtm remperatm'e to bc held fo ' pcliOl o] 1'~ Note Dm org:mjq5o_l_~cnt shaft1 be approved b,, J I (iencrai mJu[mtm~ ¢,f fivu (5) days prior to the start of sm{acing the Contractor shall subnnr to th[ ~:x t ~del~l ibi approval a signed trax design covering the specLfic materials to b¢ used on tilt fk~s d.ts~gn shall be performed by a qualified laboratory Ouce fl~e materials no subsuaaion will be penmtted unless first rested and approved by the laboratoq the n:~x design No sm'facing shall be applied tmtil such approval is received in wri6ng labo~atuO shall develop the job mix design ~d present certified test resuks fei approval Compatibility of thc ~gregate ~'md modified emulsion sha!l bt 3,:1 comp.menr mamrials nsc:d m the ~rh_x design shall be represegk'ttive of fire material preparer b, tile {. {,ntt'aCtor ibc use on Iht project iht Sul cnnrendenr shall approve the design mi>: and all sm-kiting materials and methods prior u.:*: I'h, ~ }h mi x formula shall meet the MixnPare Requirements as listed m Table 6 3 03 ~1~33 l~:51P~ P5 Table 6: Mixture Requirements (composition by weight percentages) Sieve S~zc ~4 - Type A 3/8 in. - Type B 1/2 in. - Type C Design General Limits Design General Limits Design General Limit~ $I Passing % Passmg % Passing 3/4 tach~ 100 l/? mob 100 85- 100 ;/8 inch !00 85 - 100 60 - g0 #4 40 - 55 25 - 38 25 - 38 #8 22 - 32 22 - 32 22 - 32 #16 15 -25 15 -23 15 -23 //30 10- 18 10- 18 10- 18 - #50 8-13 8-13 8-13 ¢i00 6- i0 6- 10 6- 10 #200 4 - 7 4 - 7 4 - 7 Aspha:t Content, % 5.0 - 5.8 4.8 - 5.6 4.6 - 5.6. :Nme 3, target of I 0% passing the 5/8" sieve is recommended Mi_rtures containing 5/8" aggregate ~ize wiU req~'e greater paving ttdcl~ess. Thc limits of thc target apphcafioa rate of the asplknlt emulsion shall bc 0.20 ± 0.07 gal/sq yd The mix design shall determine the target application rate Thc fimshed ~¥caring course shall have a minimmn thickness of 1/2 inch for Type A and 5/8 mci }i,f-I ypc B and Type C. l~mm ctox~n from the loose mixtt~rc shall not exceed 0t0% whorl tcstcd in accordance wit} ~ ~.qHIO 'I 305 The tensile strengfl~ shall meet or exceed 80% when tested in accordance with AASHTO T 283 S?ecinxns for A_&SHTO T 283 shall be 4-in diameter ,and compacted in accordancc wit[ A XSHTO TI)-'I to 100 ~_oyratmns. The mixing and compacnon temperatures shall be lbos< i~conun~nttect by the PG binder supplier~ Fhe m~xture shall not contmn reclain~ed materials. l~quipmenr General Ail cqmpnlcnt, tools and machines used ha the performance of this work shall be maintained s:~tisfactm) working condition at ail tim~s to ensure high qualiB, product. Descriptive informatim: o~ thc m,x,ug equipment a~d applying equipment to bc used shall be submitted tbr approval no~ less lh~,n five (5) days before work begins. ~ 2 Laydo~n Equipment {'l~e'pa'~er stroll be self-priming designed and built for applying the Ultrathin Course and b* app~ovcd b> r},c Supc~m~cnd~mt The paver shall have a receiving hopper, feed coaveyo~, asphall emulsion sror&,~e t~mk~ a system for measuring the Polymer Modified Asplmlt Emulsior Memb~me volumc apphed, sp;ay bar and a heated, variable width, combination vibrator? 4 FAX ND. : 631 366 1726 ~3 200~ 12,J2PI~ P7 ~_-:' Traffic Com'rol bramble m~hods such as barricades, flagmen, pilot cars, etc,, shall be used tO protect tile smt'a :c tiara all tN-pcs oF traffic. An5 darmlge m the surface will be thc re;sponsibility of the Contrucl( r, ami shall be con'cc~cd by r, he Contractor al no expense to the To'cra Tile Superintendent shall gi~ e tile final approval of ][h¢ method used to control traffic. The cost of traffic control is includ, d under the unit piice bid for Item 720SS. S urea. cc Prep[uxtk>n 8 i t&,ncr,d Manh,~les, vane boxes and other service entrances will be protected from the surfacnig mater/ ~ith plastic or building felt. Reference each for location aud adjustmem after placement of tl 8 2 Cleaning of the Surface Inunediamly prior to the application of the surthcing mixture, the surface shall be cleaned cfa 1 loose matenal, silt spots, vegetation, and other objectionable material. Any standard cleanm ,~ nmthod will be accepted except water llushing will not bc permitted. The use of a power broo~ l o~ tmctorqirax~ sweeper is recommended for cleaning the staT-ace, Th cost to clean thc existin g surlhce prior to appiication of the surface is included under the unit price bid for ltem '~20SS Srock,t,¢ :~:, Storage amd Sampling Prcoauhons shall be taken to irmure .that stockpiles do not become contamizmted, The mineral aggregate shall be screened pr/or to being wcighed for job site deliveLw. TNs weight shall be don; b)' mt.:atL~ Oi'a sc~de approved by the Superintendent. ~!_o.4~gs The (',ontractor shall provide suitabk~ storage faciliries for the asphalt emulsion Th. (;ot~tracira' shall be equipped to prevent wa~r from entering the emulsion. Suitable heat shall b p[ovid~d if rtecessary to prevent fi-eezing. ht9_~2¢i!/2Lg_m_~kStora~e Locauon Materials may be stockpiled at a location to be designated b: d~e To;~n. Thc c_~ca~ location of the ,storage locatinn shall be designated by a Tow] rcp~escntativv l'he To;;n assmnes no responsibility for theft or damage to material an,[ _S2~_mg_tg!g. Ssanples of' materials shall be furnished by thc Contractor, as directed by Ih Superhnendent during the progress of' thc work. Test rgports may be requusted front th, Contractor as Mdiaonal ~naterials arrive As)pIic:4~:ion ]],e Polymer Modifi6d Emulsion Membrane shall bo sprayed by a metered mechmlical presstm spm~ b;~ at a remperarme of 120 - 180°F or as reconmxended by the Pol.~mer Modified Asphal Emu'lsion MemNm~e supplier. The sprayer shall accurately and' continuously monitor file rale spray :md proxide a uniform apphcation across the entire width to bc overlaid. 03 ~003 12:3~P~ P8 Supcrmtcndem may make adjustments ~o the spray rate ba~ed upon the existing pavement smPac conditions and thc recommendations of tile Poisoner Modified Emulsion Membrane supplier Thc ho~. birm, nnotm concrete mix~mre shall be applied at a temperature of 290 - 330 °F and sM be spread erin thc Polxaner Modified Emulsion Membrane immcdiatel> after thc application r the Polwner Mod~lSed Emulsion Membrane The hot bituminous wearing course sball be place over thc full ~dth of the Polymer Modified Emulsion Membrane widr a heated, combinatio vzbmto.~3 4ampfl~ bar soreed. Thc finished weo.~dng course shall have a minimum thickness of 1/2 inch for Type A and 5/8 mc l -'/~f~ Type Baud' f31:~e C, I 0 21 Compaction Compitcrioe of the wearing course shall consist cfa nlillilllUli1 of t~vo passes with a s~teet doubl &am asphalt roller of rainimum weight of 10 tons, before thc matenal tempera]me has falle bzlow !93°F At no time shall the roller or rollers be allowed to remain stationary on the fieshl placed :tsph:~]t concrete, Rolling shall immediazely follow the placement of the Ultrathin' Surl~c Course ~x, hb an approved asphalt roller(s). Roller(s) shall be well maintained, in reliable opm,ntin coadk..,n and bc equipped with functioning water system ,'md scrapers to prevent adhesion of i[csh rmx ¢,nro th{: roller drums. Adequate roller units shall be supphed so the rolling will b accomplished promptly fo[lowing the placement of the nmtefiai A release agent (added to x~ atcr system) may be required to prevent adhesion of the fresh mix to the roller drum .m~d wheels Rollin8 sha[i normally be done in thc static mode. The new pavement stroll be protbcted fi'or damage amd not bc opened to trat~lc until the rolling operatiou is complete aid thc ma]cried tun cooled below t85 ~F 1!)3 }4.and Work Areas ~hieh eennot be reached with the mixing machine shall bc surfaced using hand shovels t,, provide complete and uniform coverage, The area to be handworked shall be lightly dampene, [ p~ ior to mix placemem. Care shall be exercised to leave no unsigJafly appearance fi-out hm~dwork .~'!t? S~13a¢ t~pe finish as applied by thc spreader box sha[i be rcquked. The Co.mc]or shal p~ot¢c~ ail crabs a2d ca.~ings during apphcation of the mixl~tre with a plastic wrap, tape o ply~voo,L or by cd,er means approved by the Supmmtendent. lO,t lines C.~re sh~ll be mke~ to insurc straight hnes along curbs mhd shoulders. No runoff on these area w~!l be portal]Iud Liues al: intersections will be kept straight to provide a good appearance I~' :; Excess Materials P~ io~ In fl~e opening of the roadway to traffic, the Contractor shall clean up all excess materials a daily basis 7 2003 &2:]]PI1 P9 OualiU Cotmo! The Contractor will permit tt~e Superintendent to take samples of the aggregat~ asphalt emnlsic and hot bimnfiuons concrete lillY, tore tO be used m the project at the Superintendent's dism etio~ t n'~dauon and ::aim eqmvalent tests may be run on the aggregate residnal asphalt content tests the, em~,lsion, a~d asphalt content and gradation on the hot bi~minous concrete mixture Tee r~sults will Be c,.~mpared to specifications. I 1 2 Ultrathm SunSacing Course Samples of the m~xmre may be taken daily and nmy be taken directly from the mixing unit(s. ('onststcu% and residual asphalt cement tests may be made on the smnples and compared to th ~ specifications Thc Superintendent n~' usc the recorders and measuring facilities of the unit to dctcnnin: applical~on ra~es. The Contractor shall provide a measuring stick wifll each track so ttmt thc emulsion level may b .' dclermiucd at die beginning and at the end of each waekload. The measuring stick slmlI be ~ straight piece o£ one-inch by two-mot stock lumber whose length is approxitrattely m'c fb:~ t longer than tho depth of the emulsion storage lank The Curtttau[o[ shall provide a laborer to assist the Superintendent in checking the emulsion levi I ar bite beginning and end of each truck run. Prior to thc start of the surfach~g operation th .' C,mWacm~ shalL'in rite presence of the Superintendent, determine the tare weight oflhe track m~ t the weight of the track filled to the water line with the hot bituminous concrete mixture Th; ~?easu, emems taken shall be sued to determine the y~eld of the emulsion and hot mix bituminou; conc~tu tmxtul¢ per square yard of pavement for each truckload of surface placed 'Die acius I .,,i¢lds o; Thc emnlsion and hot mix bituminous concrete mixture shall conform to the tares a; dct~rrm!tcd from the approvcdjob mix formula. Failure of the Conmictor to cooperate in this quali~' control procednre will be caas¢ for th* miectio~ o£the t, ork per£ormcd. l I .; '4on-('ompliance if an3 t,xo mccessiw: tests fail on the stockpile material the job shall be stopped, it is th: responsabib_ty of the Contractor, a; his own expense, to prove to the Superintendent that th, conditions ha~C been corrected. ~ ,'my two successive tests on the mix from the same machin: th:L thc usc of ~hu mactrac slxall be suspended. It will be thc responsibility of the Contractor. ~: hi:; o;~n~ expense, re prove to thc Superintendent tho; tho problems have been corrected and fha: lh~ machine is working properly ~' in the Snperintcndenr's opiuion, defective areas wart~m ~cmoval thc ContraCtor shall remove and r~place those areas at the Contractor's expense wit;. materials meeting the specification mqaircmcnts. MoaSurcmer~t ;md Method of Payment I'ht; Uttrathin Sarlhcmg Coarse shall be measured taxi paid for by the square yard completed an.: .,~,;.-cpted. as de~'rrraqed by tee Superintendent at the milt price bid for Items 720SS Ultmrlfi~ 8 0~ 2003 ~.2:3DPII P~O :)o~ f~*,zc: Cc, urs~ Y~,pc A. T:~]2e B, and Type C. ~e u~t pfi~ bid per squat yard for this I[~ m ~7I ~_c!ud~: all labor nmterials, tools, equipment mid all incidea~is n~cessa~. ~ sa~sfactor ~2 complete thc ~cqtfired work~ including appli~tion oF the m~re, ~e aggregate and n~e~ al additive, ~nd al: other raw materials used in ~e proccss, the emulsion ~d ~y rcquired m :x d~sign:~ an,:t ~.~, comrol testing, [he prepmtion ~d cleamng of file existing stomate. nmiaten:mc~: ~::~J protecrioa o~ traffic ~mpa~ion of the cured sufface~ labor~o~ t~srs a,:d 12po~s 9 ELIZABETH A. NEV~I.I.E TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town H~ll, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 409 OF 2003 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 8, 2003: RESOLVED that the Town Board of the Town of Southold hereby accepts the Bid of Island Resurfacin~ LLC for the furnishin~ and olacinl~ of Nova Chio Ultra-Thin Surfacin~ Course at $$.75 per square yard, within the Town of $outhold, all in accordance with the bid specifications. Elizabeth A. Neville Southold Town Clerk