Valvoline Instant Oil Change - Swansea

1 Valvoline Instant Oil Change - SwanseaValvoline Instant Oil Change - SwanseaCategory:AutomotiveProject ID #:1004425260 Street Address:Milford Rd. Swansea MA 02777 Staff Estimate Value$5,600, :BristolStage:BIDDING - SUBBIDS: ASAPBid Date:6/30/2017 Architect:Wyatt Howard Nelson ArchitectureDocuments Available:Plans, Specs available in InsightPlans available from Boss ContractorsLast Update:6/28/2017 Banner Environmental Services, Inc. was added as ConsultantNotesNotesScopeDemolition, site work, paving and new construction of a retail development in Swansea ,Massachusetts. Completed plans call for the construction of a 21,387-square-foot include(s): Demolition, New Construction, Paving, Site WorkAdditional DetailsAdditional DetailsListed On:6/23/2017 Floor Area:21,387 Square FeetContract Type:Work Type:NewStage Comments 1:Floors Below Grade:Stage Comments 2:Owner Type:PrivateBid Date:6/30/2017 Mandatory Pre Bid Conference:Invitation #:Commence Date:8/28/2017 Structures:1 Completion Date:Single Trade Project:Site Area:Floors:LEED Certification Intent:Parent Project ID:Units:Parking Spaces.

2 Project ParticipantsProject ParticipantsCompany RoleCompany RoleCompany NameCompany NameContactContactNameNameAddressAddress PhonePhoneEmailEmailFaxFaxOwnerValvoline 3499 Blazer Parkway, Lexington, KY 40509(859) 357-7388(859) 357-7049 Civil EngineerPesce EngineeringEd Pesce451 Raymond Road ,Plymouth, MA 02360(508) 743-9206 General ContractorBoss ContractorsEliasParkkonen581 NH Route 119 ,Rindge, NH 03461(603) 899-9636 ConsultantBannerEnvironmentalServices, Oakley31 Hayward StreetSuite 2A/205,Franklin, MA 02038(781) 816-2374 ConsultantJC EngineeringJohn LChurchill2854 Cranberry Hwy., East Wareham, MA02538(508) 273-0377 ArchitectWyatt HowardNelson ArchitectureWyatt Nelson522 Elm St. ,Syracuse, NY 13203(312) DateBid DateBids ToBids ToBid TypeBid TypeGeneral Contractor6/30/2017 General ContractorOpen BiddingHistoryHistoryUserUserViewedViewe dFirst Viewed DateFirst Viewed DateCurrently Tracked?Currently Tracked?

3 Date TrackedDate TrackedAdam SweetTrue6/26/2017 FalseReport Date: 6/28/2017 8:54:39 AM 2017 ConstructConnect. All Rights 1 of 13/4" TO 1 1/2" DOUBLE-WASHED CRUSHED STONE ALL AROUND6" OF 3/4" TO 1 1/2" DOUBLE-WASHED CRUSHED STONE UNDER LEACHING PITooMIN. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M199 (TYP. EA. SECTION)T2'-0"+/- DIA.\I\'OUTSIDE OF PIPE +2" CLEARANCEVLV CLEAR4'-0"BUTYL RUBBER AT JOINTS'PROVIDE "V" OPENINGSDIAMETER5" TRAP HOOD WITH HINGEMIN. MONOLITHIC4'-0" MIN. OR 4 TIMES PIPE DIAMETER1' STONE BEDDINGPRECAST CONCRETE CATCH BASIN (H-20)NOT TO SCALELBRICKS MAY BE MORTARED IN PLACE FOR GRADE COURSE OF BRICK (MIN.)FILTER FABRIC, MIRAFI 140N OR EQUALO AOA n OOP_____4" ROOF DRAIN 12" x 12" RING OF CONCRETE, FLUSH WITH TOP OF BINDER COURSE, FOR ALL MANHOLES WITHIN PAVED SURFACEFRAME & GRATEADJUST TO REQUIRED GRADE W/MIN. 2 OR MAX. 4 BRICK COURSES OR EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS.

4 \\\\\\\\\y//////////ymv/yFRAME TO BE SET IN FULL BED OF MORTAR3 i 5-6" OF PIT & STONEVARIESREFER TO SITE PLAN 8" THICKXqX oOOOOV /XC3 E3 E3 E3xX o Xo o io nOcBOPC?C3 E3 E3 E3 CPC3 E3 E3 E3 o b 8p3" 'PRECAST CONCRETE 600 GALLON LEACHING PIT (H-20)NOT TO SCALEFINISH GRADECAST IRON FRAME & COVERWITHIN PAVED AREASBEYOND PAVED AREAS4" HIGH H-20 MANHOLE FRAME & COVERFINISHED GRADE-6" (MIN.) LOAM AND SEEDBIT. CONC. PAVEMENT WEARING COURSEBRICKS MAY BE MORTARED IN PLACE FOR GRADE COURSE OF BRICK (MIN.)------------i-X-X-X-X-X-r--------- -------- HnPPP_____TOP OF PIT & STONE 8" THICK-\VARIESREFER TO PLAN2'-0" FABRIC, MIRAFI 140N OR EQUALFINISH GRADE ansat12" HDPE EQUALIZER$ != HDPE DRAIN PIPE * i* 0- ^SfevPIPE a COMPACTED GRAVEL BASE COURSEPROVIDE "V" OPENINGS OPEN SIZE EQUALS DIAM. OF PIPE + 2" (MINIMUM 12")c8D + 2-0"9p p a p^OobpppCDCOMPACTED BACKFILL (95% COMPACTION)PC?

5 En 3/4" TO 1-1/2" WASHED CRUSHED STONEALL AROUND & 6" UNDERNEATH PIT &coc&ck^ fi-OQoo^OcS PPPqO oU a FILTER FABRIC, MIRAFI 140N OR EQUALfis&0BP0006" r-o"ZONE AROUND PIPE; BACKFILL WITH BANK-RUN GRAVEL: o,o3" MIN.: .PIPEUNDISTURBEDSUB-GRADE4-0" 5'-6" "mm//Hmm//4" IN EARTHBOTTOM OF STONEBOTTOM OF PIT 8" IN ROCKIN EARTHIN ROCKPRECAST CONCRETE 1,000 GALLON LEACH PIT (H-20)NOT TO SCALETRENCH DETAILNOT TO SCALEMANHOLE FRAME AND COVER MARKED "DRAIN . LEBARON FOUNDRY LK110 OR EQUALPROVIDE (H-20) CAST IRON MANHOLE j- FRAME & COVER TO FINISH GRADE ' (COVER EMBOSSED WITH "DRAIN")FINISH GRADE OVER TANK ' CONTRACTOR OR MANUFACTURER TO ENSURE ALL COVERS & RISERS TO BE WATER TIGHT (TYP.) ._____ _____i i rI2 0 FINISH GRADE - -, @ FND. TO GRADE WITH REINFORCED CONCRETE LEVELING RING, OR RED BRICK MASONRY 2 MIN. TO 12 " MIN. ACCESS COVER (TYP.)UPROVIDE WATER-TIGHT SEAL\ /\ /TANK HIGH LEVEL (FULL) AUDIO & VISUAL ALARM SENSOR TO BE PLACED AT MIN.

6 3/4 CAPACITY ( 3/4 x 2,000 = 1,500 gals., WHICH EQUATES TO 36" FROM BOTTOM OF TANK). ALARM SENSOR TYPE & MODEL TO BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO REINFORCED POLYPROPYLENE STEPSI6") 3"WATERUNE13" '4" VENT LINE TO 'TALARM SENSORBUTYL RUBBER GASKET JOINTSJ-?TANK SHALL BE VENTED BY A 6" SCH. 40 PVC PIPE BACK THROUGH THE BUILDING ROOF " (2,125 gals.) (100% CAPACITY)STANDARD RISERS AS '36" (1,500 gals.) (75% CAPACITY)4-0 TANK TO BE WATER-PROOF AND WATER-TIGHT WITH POLYOLEFIN BACKED EXTERIOR JOINT " CRUSHED STONE OVER MECHANICALLY COMPACTED BASEALL JOINTS TO BE MORTARED SMOOTH AND 2,000 GALLON CONCRETE TIGHT TANK (H-10) LENGTH 12'-2" WIDTH 6'-8" DEPTH 5'-8"D1D2c5 MIN 0 MANHOLE TO REST ON 6 BED OF CLEAN COMPACTED BANK RUN GRAVEL2,000 GALLON HOLDING TANK DETAILPRECAST DRAIN MANHOLE DETAILNOT TO SCALENOT TO SCALE\ } : >. 1 1> 00 V-| III ! "j hLLL Ft ("A*..i i- " Site\ i v v Ai '4'LOCUS \ ,- \ I yyr~L " s '' -i '" TY* '* i \ 0won; ; J j 1 Hik si9-# j ^ a i:& K1.

7 ! 'rnV-'00144g ..)UEO ijjIiIxi4__i___^1II X fwM t?!.#1rfcI0 - cgn'? lata%.- CliO Ai I:'v4i-0! 'V< &il-0 ix M' il iLOCUS MAPSCALE 1" = 2000'1_/ v, ^ PJIJlbIlr"T __ Si..1i'llSR<ni-v;' 4!1 V4":;KxsfTs''? s 'f": 1ifVEHICLE ENTRANCE4t)*^OF^SV,EDWARD L. PESCE V*'O l iiC^t 8xs- Jl -x NO. 32001 /V-10;- - r-x-Si):0;I!K/<S IIT-Vi-JS5L,..it:"S" S'"40frT4 EDWARD L. PESCE, !VEHICLE ENTRANCE F1||kJL40 f tZMDi%:S0:! mi*r'4V j ! + Msl'iI X m\34& ". >isw~zsssnZSSS&zzzzsW~C^ ? VEHICLE ENTRANCEII3"tK3 ito?_____Jm 1T-vGj"m< ^;m!fl ' ; It3fi feI tos- ?'"PROPOSED Valvoline Instant OIL Change FACILITY ;v VtFIRST FLOOR PLANNOT TO SCALEINSWANSEA,MASSACHUSETTS(BRISTOL COUNTY)it-' :.. :; ^.4Tf----- 'y i :. I . SHEET #21i-itsli ' feA .BCEDREVISIONS:mf 'S {>SsiANo. !.D M2 3-7-17 No Changes_____1 2-23-17 Review Comments1T>i \ .4[ 0 K } i 0 I\..i -T H \-ift-Si4 I - 'h;LfWSWStTi:PREPARED FOR:jx i.]

8 'j1 J 10,i i)HENLEY ENTERPRISES, JACONNET ST., SUITE 100 NEWTON HIGHLANDS, MA 02461:*m3X5;, FSBXB'r ft? S!3S :IENGINEERING BY:i"Hi'LfJ\; 0 r kJL v ' ' ^ vfex!r\- V'Kivi & ASSOCIA'LI-S. Fdward L Pesce, RAYMOND fl D PLYMOUTH, MA 0 23 60llll f p: S:fi- :#s OR) C t cef-V:S08-'3 MIPhisneTT* -743-92: FAX : 5J3'8-74 3~:02 III5,4I-il smp-t' i$SrK ISP - CR &VA A^,0:- aunLAND SURVEYING :.Yi;iJC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 508-273-0377ii~i LL/i -DATE: FEBRUARY 1, 2017P=^p-r--r-1---r-T1. ,0T. ? ..jx : I !j | f ; | j, ;;pr;)| i r iFIELD: CB/RB : MCP LDRAWN: MCPCHECK: ELPBASEMENT FLOOR PLANJOB NO: 3583 NOT TO SCALESHEET 8 OF 82'-0" Q O^cPOCCPO O oo ooocooSb 38"- 6 -10 STANDARD DEPTH