Adam Sweet 10,000 GALLON SW UST WATER STORAGE TANK 12/12/2017 False

Transcription

1 Altma-Pash-Wllamstown Cental School Dstct Phase 2 - Inteo Alteatons Categoy: Elementay, Pe Schools, Hgh Schools, Poject ID #: Juno Hgh Schools Steet Addess: To Be Announced Pash NY Staff Estmate Value $500, County: Oswego Stage: BIDDING - Bddate Set Bd Date: , 03:30PM Achtect: Documents Avalable: Plans, Specs avalable n Insght Plans avalable fom Dataflow Repogaphcs Last Update: Plans,Specs wee AddedUpdated Pesonal Notes Use Note Update Date Adam Sweet 10,000 GALLON SW UST WATER STORAGE TANK False Poject Events Pvate? Event Date Detals Bd Date , 03:30PM Sealed bds wll be eceved by the Altma-Pash-Wllamstown Cental School Dstct offce, APW Cental School Dstct 639 County Route 22, Pash, NY 13131, at whch tme and place all bds wll be opened and publcly ead aloud. Pe-Bd Meetng , 03:30PM A Pe-Bd confeence fo all Bddes wll be held at the APW Dstct Offce fo the pupose of consdeng questons posed by Bddes Stat Date Actual Stat Date Notes Scope Notes Renovaton of a mxed-use development n Pash, New Yok. Completed plans call fo the enovaton of a educatonal faclty. Bds ae equested fo multple pme contacts fo the Phase 2 - Inteo Alteatons poject fo, Geneal Tades Wok, HVAC Wok, Electcal Wok, and Plumbng Wok. In accodance wth Dawngs, Poject Manual, and othe Bddng and contact Documents pepaed by Hunt Engnees, Achtects and Land Suveyos, P.C., 100 Hunt Cente, Apot Copoate Pak, Hoseheads, NY The Bddng Documents and Foms of Poposals may be examned at the followng: Assocated Buldng Contactos, 15 Belden Steet, Bnghamton NY Bulde's Exchange of Rocheste, 180 Lnden Oaks, Sute 100, Rocheste, NY Constucton Exchange of Buffalo & Westen New Yok Wllams Steet, Cheektowaga, NY Syacuse Buldes Exchange, 6563 Rdngs Rd., Syacuse, NY Southen Te Buldes Assocaton, 65 E. Man. St., Falcone, NY All checks fo sets of Bddng and Contact Documents shall be made payable to the Altma-Pash-Wllamstown Cental School Dstct. All checks fo shppng and handlng, and PDF sets, shall be made payable to Hunt Engnees, Achtects & Land Suveyos, P.C. All questons po to bd openng must be eceved by the close of busness on Decembe 22, Questons shall be dected to Gay Heny at Hunt Engnees, Achtects, and Land Suveyos, P.C. at fax , emal henyg@hunt-eas.com. All bddes equest fo nfomaton shall use the fom located n Specfcaton Secton Pe-Bd Fom. A dgtal copy of ths fom s avalable upon equest. As bd secuty, each Bd shall be accompaned by a cetfed check o Bd Bond made payable to Owne, n accodance wth the amounts and tems descbed n the Instuctons to bddes. The Owne eques that all bds shall comply wth the bddng equements specfed n the Instucton To Bddes. The Owne may, at hs dsceton, may wave nfomaltes n bds, but s not oblgated to do so, no does ths epesent that he wll do so. The Owne also eseves the ght to eject any and all bds. Unde no ccumstances wll the Owne wave any nfomalty whch, by such wave, would gve one Bdde a substantal advantage o beneft not enjoyed by all othe Bddes. No Bdde may wthdaw hs Bd befoe foty-fve (45) days afte the actual date of the openng theeof, unless a mstake due to eo s clamed by the Bdde n accodance wth INSTRUCTIONS TO BIDDERS. Attenton of Bddes s patculaly called to equements as to condtons of employment to be obseved and mnmum wage ates to be pad unde the Contact. Bd Date: :30PM Sealed bds wll be eceved by the Altma-Pash-Wllamstown Cental School Dstct offce, APW Cental School Dstct 639 County Route 22, Pash, NY 13131, at whch tme and place all bds wll be opened and publcly ead aloud. Pe-Bd Meetng: :30PM A Pe-Bd confeence fo all Bddes wll be held at the APW Dstct Offce fo the pupose of consdeng questons posed by Bddes Development nclude(s): Renovaton Detals [Dvson 2]: Buldng Demolton, Hazadous Mateal Abatement, Cleang, Eathwok, Gadng, Slope Potecton & Eoson Contol, Pavng & Sufacng, Wate Systems, Wells, Landscapng. [Dvson 3]: Concete Fomwok, Concete Renfocement, Stuctual Concete, Cementtous Decks. [Dvson 5]: Stuctual Steel. [Dvson 6]: Rough Capenty. [Dvson 7]: Festoppng. [Dvson 8]: Metal Doos, Wood Doos, Entances & Stoefonts, Hadwae, Glass & Glazng. [Dvson 9]: Celng Suspenson Repot Date: :32:26 AM 2017 ConstuctConnect. All Rghts Reseved. Page 1 of 2

2 Wood Doos, Entances & Stoefonts, Hadwae, Glass & Glazng. [Dvson 9]: Celng Suspenson Systems, Lath & Plaste, DywallGypsum, Tle, Acoustcal Celngs, Reslent Floong, Capet, Pantng. [Dvson 10]: Louves & Vents. [Dvson 11]: Athletc Equpment. [Dvson 12]: Multple Seatng. [Dvson 13]: Pe-Engneeed Stuctues, Gound Stoage Tanks, Elevated Stoage Tanks. [Dvson 14]: Dumbwates. [Dvson 15]: Mechancal Insulaton, Wate Heates, Hydonc Ppng, HVAC Pumps, Boles, A Handlng, Ductwok, Testng & Balancng. [Dvson 16]: Alam & Detecton Systems. Addtonal Detals Lsted On: Floo Aea: Contact Type: Wok Type: Alteaton Stage Comments 1: Floos Below Gade: Stage Comments 2: Owne Type: Cty Bd Date: Mandatoy Pe Bd Confeence: Invtaton #: Commence Date: Stuctues: 1 Completon Date: Sngle Tade Poject: Floos: Paent Poject ID: Pakng Spaces: Ste Aea: LEED Cetfcaton Intent: Unts: Poject Patcpants Company Role Company Name Owne Altma-Pash- Wllamtown School Dstct Plans Repesentatve Dataflow Repogaphcs Contact Name Addess 639 County Rte 22 Dstct Offce, Pash, NY Columba St., Utca, NY Phone (315) (315) Emal utca@godataflow.co m Fax (315) (315) Contacts Classfcaton Condtons Bondng Bd Date Bds To Bd Type Geneal Contacto Owne Open Bddng Hstoy Use Vewed Fst Vewed Date Cuently Tacked? Date Tacked Adam Sweet Tue Tue Repot Date: :32:26 AM 2017 ConstuctConnect. All Rghts Reseved. Page 2 of 2

3 X. BILL OF MATERIAL ITEM UNIT SDR QTY NO MEAS, SIZE CLASS DESCRIPTION 1 17 LF 120" CL 160 HDPE WOUND CYLINDER STOCK (RISER) DRAWN BY ; JV? $ NOTE: CONTRACTOR. TO COORDINATE WITH TANK MANUFACTURER AS NECESSARY TO ACCOMMODATE ALL REQUIRED PENETRATIONS INTO TANK INCLUDING ELECTRICAL AND COMMUNICATION CONDUITS. SUCH COORDINATION SMALL ALSO BE REQUIRED TO ACCOMMODATE MOUNTING OF ANY ELECTRICAL OR MECHANICAL COMPONENTS WITHIN THE INTERIOR OF THE TANK. 2 2 EA 1.5,f THK 3 4 EA 2" THK 4 2 EA 24" ID CL 63 HOPE Welded End Caps (114 SOFT PLATE STOCK Each) HOPE End Cap GUSSETS (10 SOFT PLATE STOCK Each) 1-2 LF of HOPE WOUND CYLINDER STOCK EA {(VI AN WAY) : CHECKED 5Y : BG DATE : I I20I7 SCALE : AS SHOWN 5 1 EA 4" IPS DR 11 STUB-OUT WITH FLANGE AND D BACKUP RING A 5 PROPOSED MANHOLE TO BE 4 FEET DEEP MEASURED FROM THE GROUND ELEVATION. RIM ELEVATION: 5Ô EA 2!î fps DR 11 SïUB-Oüï WIJH FLANGE AND DI BACKUP RING 7 7 EA INK HOPE Suppoef Gussets (4) on each End Cap Stub CD! I. f. V-" -,X 3 xy:> 7 24>5 ID " As,. N 4) f. TO I!. PIC 01Q :o 7' X 4 7 ï ; v>' X TANK. TO BE PRESSURE TESTED AND?: CERTIFIED PRIOR TO DELIVERY TO O' A, SITE ANDOR ADEQUATELY PRESSURE TESTED AFTER INSTALLATION. V.X >A M typ 2 x * l * f L:7----'P > 7...' '"' N W.7 3s? ( 4 L >:M H! "î LLH HQ1 S: 1 v- EMBEDMENT SHALL BE RACED ÂRODMP THE MMHOLE RISER FOR THE FULL heght; of the mauhol:., 2. EMBEDMENT SHALL EXTEND A MINIMUM OF THREE AND A HALF (3.3) FEET FROM THE RISER OR TO THE TRENCH WALL; WHICHEVER L$ THE GREATER DISTANCE, 3. EMBEDMENT AROUND MANHOLE RISER?$ REQUIRED TO BE CLASS? OR H MATERIAL CEI ASTM DECS 1* COMPACTED TO A MIMMUM OF 90:% STANDARD PP0CÎÛR DLNSITT, 4. MANHOLES SHALL BE INSTALLED IN A DRV TRENCH WnH A STABLE FOUNDATION, THE FOUNDATION SHOOED CONSIST OF A MINIMUM OF B; * Of CLASS I MATERIAL COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY, 5. WHEN VEHICLE LOADS ARE PRESENT, A CONCRETE CAP OR OTHER SUCH STRUCTURE. DESIGNED TO WITHSTAND THESE LOADS SHOULD BE PLACED OVER THE MANHOLE SO THAT THE LOADS ARE TRANSMITTED INTO THE > * ^13 HZ J ' > 2s A SURROUNDING SOIL. AND NOT DRECUT INTO THE RISER, 5 h 6. THE FOLLOWING PARAMETERS WERE ASSUMED: 1 5 A) MAXIMUM SOIL DENSITY QF 120 LBSF'D 3 1 B) GROUND WÀTEP NOT TO EXCEED 17 ABOVE BASE OF' THE TANK. FLOTATION Vs y-..-4: J X sox )^ x'l- A * v: * : X " v v<: c< ALL DIMENSIONS INCLUDING ANGLES MUST BE VERIFIED BY CONTRACTOR OR OWNER. ï Ï ) s' ID CL 160 Below Gade Tank SECTION - A A SAFETY NOTE TO OW?CRPuRCnASf?{ MANHOLFS AND TANKS YRFSlHT CONHfD SFACL HAZARDS AND FALL HAZARDS ST IS TBS Rt.SRONSMSL.StT Of THE OWNtRPüRCKASLR OF ÎHt MANHOLE OR TANK TO TRAIN, S0UIP. AND REQUIRE AU. ENTRANTS TO FOLLOW Am.lCAO: P OSHA CONMNtO SHACt ENTRY PROCFOURFS AND TO REQUIRE USE OR A FAS L PROTECTION DEVICE FOR DnTRy INTO ALL. MANHOLES OR TANK D. v ï. j! 7* 2 j.l X ** ; - 4 OF MANHOLE NAY NEED TO BE ADDRESSED. WHEN A POLY ETHYLENE ANCHOR CONNECTION RsNG IS INCLUDED, IT MUST BE USED IN CONJUNCTION WITH A CONORETE ANCHOR BY OÎHFRS. THE PE ANCHOR CONNECTION RING IS NOT DESIGNED TO RESTRAIN THE STRUCTURE BY ITSELF, C) AMBIENT (73.4* E) OPERATING TEMPERATURE. D) STRUCTURAL. LOADS APPLIED TO HOPE MANHOLE NOT TO EXCEED 1000 LBS. LOAD TO BE EQUALLY DISTRIBUTED ABOUT CIRCUMFERENCE OF MANHOLE,?. all polyethylene to polyethylene sufaces shown on the dawng must BE FUU.. PENETRATION EXTRUSION WELDS UNLESS OTHERWISE SPECIFIED. S, CONCRETE TO BE PLACED IN MANHOLE AFTER THE MANHOLE HAS BEEN SET IN PLACEE LIFTING LUGS ARE NOT DESIGNED TO WITHSTAND THE ADDITIONAL WEIGHT of the: concete. DBMITÎHL UNO ÀPHROVAL STAMP CUSTOMER:' VvU- Teen = 1 Ï 5l ^ 07 A' 'Af A HP HU V h U FU H L ABF! C A f f DU Sff NATURE: D.AI'L X THIS DRAWING. INCLUDING DESIGN AND ALL DETAILS. S FH SOLE 'HUGH: CP P.WZWY USA G FUG a n,a ;XC L4N NCR ANY PART THEREOF MAY BE REPRODUCED OR DlGIT'lzFD IN ANY MANNER 'WITHOUT WRITTEN PERMISSION FROM PLASSON USA. PLASSON USA MAKES NO WARRANTY WHATSOEVER. EXPRESS ON IMPLIED, FOR ANY US? OF THE DRAWING OR FITNESS OF' THE DRAWING FOR ANY PURPOSE. PROFESSIONAL ENGINEERS SHOULD S consulted fo use OF THIS dawng n any desgn OR SYSTEM CWM, REV, UE SCRP sy.h DPAYN BY;!TI ;W.DATE DEPT APPROVAL DAI sa PLASSON USA DATE. 722Z2. MPC, CHECKED BY. TNT SCALE; Noue UUX D» X tong Cl ISO Ho.? lank MkT, TRIE TOLERANCES Cost un look DE. CIMAC' t L. DO 1 A0J«?d 2;J Mc^woy, Hut- SRss factonal A TF:CH,: DkAWING HUMBER: SBC) 305 PBOE ) 1 REVISCH 1 4H2Mc!::Fz^ J 2 deq I J DESCRIPTION OP REVISION: lü Q =«= -cm o^t mu N<0 <>5 "Unauthozed Alteaton O Addton To Plans Beang A Lcensed Engnee^ O Achtects Seal, Is A Volaton Of Secton 7209 Of The New Yok State Educaton Law." Copyght: 2017 jf AIRPORT CORPORATE PARK 100 HUNT CENTER HORSEHEADS, N.Y ' FAX væêêêè'é m 1 UNDERGROUND WATER TANK DETAIL SCALE: NOT TO SCALE ELEMENTARY SCHOOL SED # : JUNIOR SENIOR HIGH SCHOOL SED # : TRANSPORTATION FACILITY SED # : SITE DETAILS ALTMAR-PARISH-WILLIAMSTOWN CSD PHASE 2 - INTERIOR ALTERATIONS PARISH, NY HORSEHEADS, NY ROCHESTER, NY TOWANDA, PA ES-L7.0 PROJECT NO: 301 G.OOG

4 Altma-Pash-Wllamstown CSD Phase II - Inteo Alteatons HUNT Secton SECTION PART 1 GENERAL 1.1 SECTION INCLUDES A. Tank equpment. 1.2 RELATED REQUIREMENTS A. Secton Goundng and Bondng fo Electcal Systems: Goundng of equpment. B. Secton Equpment Wng: Connecton of electcal equpment. 1.3 REFERENCE STANDARDS A. ASTM A53A53M - Standad Specfcaton fo Ppe, Steel, Black and Hot-Dpped, Znc-Coated, Welded and Seamless; B. ASTM A234A234M - Standad Specfcaton fo Ppng Fttngs of Wought Cabon Steel and Alloy Steel fo Modeate and Hgh Tempeatue Sevce; C. AWWA C652 - Dsnfecton of Wate-Stoage Facltes; D. NFPA 22 - Standad fo Wate Tanks fo Pvate Fe Potecton; E. NFPA 70 - Natonal Electcal Code; Most Recent Edton Adopted by Authoty Havng Jusdcton, Includng All Applcable Amendments and Supplements. 1.4 QUALITY ASSURANCE A. Desgn Engnee's Qualfcatons: Pofessonal engnee lcensed to pactce n the State n whch the Poject s located, employed by tank manufactue and capable of assumng esponsblty fo stuctual desgn of tank, fttngs, and suppots, excludng foundatons; engneeng desgn conducted fo a dffeent poject not moe than 5 yeas eale wll be acceptable povded desgn condtons ae the same. B. Weldng Qualfcaton: Povde weldng pesonnel qualfed to conduct weldng n accodance wth AWS cetfcaton pocedues. C. Electcal Components: Lsted and labelled as defned by NFPA 70, by a testng agency acceptable to authotes havng jusdcton, and maked fo ntended use. PART 2 PRODUCTS 2.1 TANK DESIGN CRITERIA A. Tank: Cylndcal tank wth flat bottom on gade, wth oof; ncludng apputenances. 1. Damete: 10 feet. 2. Capacty: 10,000 gallons. 3. Stuctually desgned to comply wth applcable buldng codes ncludng: a. Lve and dead loads. b. Desgn wnd speed of 100 mph. c. Sesmc movements. Secton Page 1

5 Altma-Pash-Wllamstown CSD Phase II - Inteo Alteatons HUNT Secton d. Themal movements esultng fom tempeatue change ange of 120 degees F ambent and 180 degees F on mateal sufaces. 4. Desgned to comply wth NFPA TANK FITTINGS A. Supply Ppng: Povde supply ppng to connectons ndcated on dawngs, of damete at least as lage as dstbuton ppng. B. Oveflow Ppng: Welded steel, ASTM A53A53M Gade B Schedule 40, wth steel butt-welded fttngs, ASTM A234A234M Gade WPB Schedule 40. C. Tank Vents: Constucted to pevent entance of an, nsects, bds, and anmals; welded steel ppe, ASTM A53A53M Gade B Schedule 40, wth stanless steel sceen and pessue-vacuum elef desgn to mantan clea sceen. D. Roof Access: Steel coves wth 2 nch flange ovelappng openng fame wth 4 nch neck; povde hasp and lock. 1. Hatch: 24 by 15 nches openng, hnged; povde one, located ove nteo ladde. 2. Manhole: 20 nches damete, emovable cove; povde one, constucted to suppot ventlaton fan. E. Coates Suppots: Steel. 2.3 TANK EQUIPMENT A. Wate Level Contols: Automatc level sensng devces to mantan consstent wate level n tank, wth valves, ppng, and wng. 1. Povde nteface to pump contols specfed elsewhee. 2. Povde alams fo hgh- and low-wate levels. 3. Wng connectons to emote alam locatons by othes. 4. Include alam wng. 2.4 FABRICATION A. Befoe coatng, emove dt and constucton debs, and pepae as specfed, whethe n the shop o n the feld. B. Do not apply coatng ove ust; epeat specfed pepaaton as many tmes as necessay. PART 3 EXECUTION 3.1 INSTALLATION A. Install fttngs and equpment, connect ppng and wng. B. Gound tank and equpment as specfed n Secton C. Connect wng as specfed n Secton FIELD QUALITY CONTROL A. Comply wth equements of Secton Qualty Requements. Secton Page 2

6 Altma-Pash-Wllamstown CSD Phase II - Inteo Alteatons HUNT Secton CLEANING A. Clean nteo of tank and dsnfect n accodance wth AWWA C652. END OF SECTION Secton Page 3