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Home My WebLink AboutSD-467-8oasm A7ToAt PoRr OSSERVA7/ON PORT (XJLTEC NO. 4f0 RLTER FABRIC CUL AEC NO. 410 R1 7D? FABRIC o OR APPROVED EQUAL OR APPROVED EQUAL o 6" LOAM AND SEED 6' 1N7ERAAL COUPUNG 0 0 0 << < << < < << </ / << < / << << << << </ </ </ << < < /�C < <�< <<< << << << << <<< <<<<<<<<<<<<<<< << << < <<<<< <<<<<<<< << << << <<<< <<< ° ° ° ° ° u o ° Db n c b 6' DENS GRADE t?RUSHED S TONE° (AY2.OL 7) �, b ° 0 0 0 ° ° 0 p b C LA7ERAL o 0 4 0 ° 8' PVC MANIFOLD o 0 0 0 0 9 �\ rA r f' B L7E APO QUA o o ° \// A P CUL7EC 330 o 0 0 0 0 0 0 0 0 0 0 0 0 ° o �/% OR P ROVED EQUAL / o C? \ L1Mlr of STONE 0 o 0 1N7ERL0lY(1NG RIBS 0 \/ 0 0 0 0 0 0 0 0 0 0 0 \\ f2" 0' 1N T TI 7f1 o C o Q// UAflr L OVER o 0 0 0 0 o o ° 0 0 0 EXCAVATION 12• �i P P O P P P O O O O O O P O O O O P O O O P O O P P \ ' .... 24 "\ \0 CLE`M SAND BAaY(RLL:.., \/ N ` \ (SEE OVER-EXCAVA770N N07E) // AN SAN Ap(PI \ � �/ \ / .. .... _ .. :......... . .. . .. .. •SEE OVER- EXCAVA7lOYY NOTE CUL TEC CHAMBER TYPICAL SECTION °ffi—MYAM AVE& N.T.S. ME aWNAOW WALL Rtl W AU IL1°�1X C AND Offff La QM N? /KMUA1K V AV E& !AgEM MIS MAMM MAW 24' OF AE LWT W NE' SAM aWIRACIW M WT 610 HEY£ Ar w or amum? by #E ovap or CWTRt W M A(SrAl t=MC OVAM EN 1V A(�L AWF ' 7AF CIA 7EC LA17T AS AMA OW THE RAW 71E WT WN MAA67ACTMMU.9�E1:WA7M STANDARD MANHOLE FRAME AND COVER ME 6F AV ALES& AAA% LeBARON LK 110 WITH WORD "DRAIN "' AVSi1rT A 6' AVJERYAL fxl',PLIYC A�IO IY.�CT/QV MT 08M. at 7W AY1. 410 fX7E7P FA&�' QS' APPRbt£D £IXIAL 7711E ON COVER OR EQUAL RACM OW? TIE 7W ar IIEL17AAfX SIS�EMPAW TO FINISHED GRADE = 244.00 PEA.'Ei MV ME .9<w ItEAiPGUi�O ,MINEXE.IH(iPAhVAti4.SAAli C(AIY'MW TO DE fWOAAV6.9 W AiW)SS VX A 6'sma PIC PFE TO B1 w AsfCmir PQPT 7o AJR/V 6' BA@YfXt CWAOM AO REYOIE A t LOAM, 24M AAm AU X PA5W 37E'DE.9IE AgYM�X/S' MA 9ft f" EXCAYA70V PAW 7O PLA0",r Ix 14 AVSlAU A 6' SpL40E74l1 CAP GP f[f k EY' #E' SILNE' SM.. d Ili. SAW CUT 24" x 10" OUTLET WEIR O-2l1 w MOM N A040MYE N N SYaWATAAiC4 COVER WEIR ON INSIDE AND O 5 ll� OUTSIDE W/rH OF MANHOLE WITH GALVANIZED WELDED W/RE #2 MESH MOUNT VAN GALVANIZED G ° "GRE7F CULTEC CHAMBER TYPICAL PROFILE SCREWS AND WASHERS FINISH GRADE N.T.S. .4 24" MASTIC GASKET MATERIAL ALL � ° n A MANHOLE JOINTS SAW CUT WEIR 1 =24200 4° ® 12 O'CLOCK STAINLESS STEEL EXPANSION BAND < ADJUSTABLE VALVE ° a MORTAR FILL AROUND PIPE BOX 6 ° STANLESS STEEL PIPE CLAMP ° a a FLEXIBLE RUBBER CONNECTOR o 15" RC PIPE ci EXTERIOR BUILDING WALL 8" PVC PIPE 1= 239.00 8" PVC PIPE 1= 239.00 0 6 O'CLOCK 1= 239.00 — O 0 9 O'CLOCK 0 3 O'CLOCK CURB STOP � TOP OF FOUNDATION a c a a I 906 °n4 04 4' PVC TEE W7H SCREW CAP PRECAST CONCRETE TO CONFORM TO HOUSE TAPPING a . TO ASTMC -478. CONC OF 4000 8> '° ° °. PSI AT 28 DAYS tl o a o o °t? SLEEVE a ' ° ° ° ° 1) 0 a g? 1" TYPE K COPPER SERVICE M 11 sm 1, ° PROVIDE 2 CU. FT. OF O °ti Qp9 pig 6' SCREENED GRAVEL SCREENED GRAVEL PROPOSED B" DI WATER MAIN GROUND SURFACE --- 4" PVC EIBOW 6' 4' -0" 6" WATER SERVICE CONNECTION DETAIL 5' -0" N.T.S. 4' PVC HEADER PIPE CLYV7RAC7GYP W WrALL ASP S ° ° ° ° ° DETENTION BASIN INLET DRAIN MANHOLE AMAAY"ASS W aV ?7AEUMIrYPLANS ° STANDARD CATCH BASIN FRAME AND GRATE 70 ACANrW£ GREA7ER INA 7M 01AL#TY NOT TO SCALE LeBARON LF 245 RaE4$E' rO V E CMIEC "RECHANOWS CULWEC 330 &W 7FNS DETAIL AAV RfRAGE fBAAIE AA10 VERTICAL GYtAIF WN A )RAW AM MAWaZ L.OWE CURB TYPICAL ROOF DRAIN 1N/ OVERFLOW PAVEMENT SURFACE N.T.S. STANDARD MANHOLE FRAME AND COVER 12 " -18" LeBARON LK 110 WITH WORD "DRAIN" / 8" LOAM ��/j PITCH ON COVER OR EQUAL v�4 6" GRA VEL FRAME TO BE SET IN MORTARTN �y CONCRETE COLLAR �� JAMES CONC. COLLAR ADJUST TO GRADE WITH A MINIMUM OF 2 BRICK OPENING BURKE COURSES; SEAL ENTIRE CASTING & BRICKS WITH 8" MIN. CIVIL CEMENT MASONRY; ADJUSTING BRICKS NOT TO 8" MIN. EXCEED 12" IN HEIGHT n °' STANDARD TOP FOR MANHOLE BRICK LEVELING COURSE .° 1` 5" AS REQUIRED FOR GRADE C 18 " -24' CONICAL SECTION Q 3" ADJUSTMENTS (2 COURSE MIN. OR FLAT TOP –5 MAX.) COPOLYMER POLYPROPYLENE PLASTIC OR ° MORTAR ALL JOINTS THIS PLAN IS SUBJECT TO A COVENANT DATED __ ___ _________ ALUMINUM MANHOLE STEPS (PRE –CAST OR PROVIDE PREFORMED INTO WALL SECTION) Applicant. "THIS PLAN IS SUBJECT TO A CER77FICAIF OF AC77ON DATED -------------- ° 12" ° .n MASTIC SEALER " - �' Barons Custom Homes • °- Mork. D Barons, President PROVIDE "V" OPENING 4 Bowser Road "THIS PLAN SUBJECT TO A SPECIAL PERMIT DATED ___�__ STANDARD RISERS: 1',2',3',4!,5', AND 6' ALL JOINTS TO BE MADE WATER77GHT Lexington, MA 02420 ° a _ _ _ _ Record Owners.- 0.12 SO. IN. UN. FT. REINFORCEMENT — ' / HEIGHT OF / Aaron C Sr., Aaron C Jr., Sheila M 5° MIN: 48" DIA. OUTSIDE OF PIPE and Alexandria M DeMarderosion, ,° RISER SECTIONS / ° PLUS 2' CLEARANCE LEXINGTON PLANNING BOARD VARY FROM / Assessors Dafa.' PROVIDE "V" OPENING 1' -4' — — — - — / 376 Lincoln St.- Map 34 Lot 01230 _ 73 Middle Street: Map 34 Lot 0124G — 1 – #3 BAR AROUND 12" R.C.P. (TYP.) Legal Refrence: OPENING FOR PIPES 18" e 48" DIA. Middlesex So. ) OUTSIDE OF PIPE U DIA. AND OVER e #0 f 2" �I n CAST IRON TRAP Land Court Certificate. 792384 PLUS 2" AR 1 INVERT TO BE FORMED q v Land Court P/an:f7358 E CLEARANCE a q MIN. 48" SUMP LeBARON OR EQUAL Book 51685 Page 483 OF BRICK & CONCRETE H REQUIRED 4 X D a {� v .H -. .• .; ° Book 43988 Page 581 I MASONRY 1 : 1� a 5" MIN. Plan 102 of 2008 y 1 i 3' MONOLITHIC PRESSURE Q Plan 1269 of 2004 CAST BASE q_ s WASHED GRAVEL �" g ~ �b WASHED GRAVEL 1 �� (IO {{j _ LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE a NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON a a , I I 6" MIN, PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT REINFORCEMENT aq . 12" MIN. — E+—•.{ THE OFFICE AND NO NOTICE OF APPEAL WAS RECIEVED NOTE: REFER TO DROP INLET DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND THROAT DETAIL RECORDING OF SAID N077CE. VULCANIZED BUTYL PRECAST CONCRETE CATCH BASIN/ WATER QUALITY MANNOLE RUBBER JOINT SEALANT OR MORTAR STANDARD' PRE —CAST DRAIN MANHOLE �FUA_lk oAo�t 3OA'13 �!U�tdsf /* a-0 /.3 30 15 U N.T.S. N.T.S. TOWN CL &K DA7E DATE O DeCELLE BUR%« Associates, Inc. 149 independence Avenue Quincy, MA 02169 {617) 40'5 -51 O0 {O) {6 ?7)' 4fl5 -51fl3 (F) FOR REGISTRY USE ONLY I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER Of DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS GENERAL NOTES: ASSESSORS: MAP 034 LOT 00123C {376 LINCOLN). MAP 034 LOT 04124E {73 MIDDLE) ZONING: RS MINIMUM REQUIREMENTS: AREA: 15,500 S.F. FRONT SETBACK: 30' SIDE SETBACK 15' REAR SETBACK: 15' LOT FRONTAGEMtiDTH: 125'1100' PROJECT TITLE &LOCATION: Proposed Balanced Housing in Lexington:, MA PLAN TITLE: Details PREPARED FOR: Barons Custom Haines 4 Bowser Road Lexington, MA DATE: March 25, 2013 REVISED: May 24, 2013 REVISED: June 7, 2013 REVISED: June 24, 2013 JOB NUMBER: 124:022 SHEET 8 OF 9 30 60 SCALE: 1 " =30' oasm A7ToAt PoRr OSSERVA7/ON PORT (XJLTEC NO. 4f0 RLTER FABRIC CUL AEC NO. 410 R1 7D? FABRIC o OR APPROVED EQUAL OR APPROVED EQUAL o 6" LOAM AND SEED 6' 1N7ERAAL COUPUNG 0 0 0 << < << < < << </ / << < / << << << << </ </ </ << < < /�C < <�< <<< << << << << <<< <<<<<<<<<<<<<<< << << < <<<<< <<<<<<<< << << << <<<< <<< ° ° ° ° ° u o ° Db n c b 6' DENS GRADE t?RUSHED S TONE° (AY2.OL 7) �, b ° 0 0 0 ° ° 0 p b C LA7ERAL o 0 4 0 ° 8' PVC MANIFOLD o 0 0 0 0 9 �\ rA r f' B L7E APO QUA o o ° \// A P CUL7EC 330 o 0 0 0 0 0 0 0 0 0 0 0 0 ° o �/% OR P ROVED EQUAL / o C? \ L1Mlr of STONE 0 o 0 1N7ERL0lY(1NG RIBS 0 \/ 0 0 0 0 0 0 0 0 0 0 0 \\ f2" 0' 1N T TI 7f1 o C o Q// UAflr L OVER o 0 0 0 0 o o ° 0 0 0 EXCAVATION 12• �i P P O P P P O O O O O O P O O O O P O O O P O O P P \ ' .... 24 "\ \0 CLE`M SAND BAaY(RLL:.., \/ N ` \ (SEE OVER-EXCAVA770N N07E) // AN SAN Ap(PI \ � �/ \ / .. .... _ .. :......... . .. . .. .. •SEE OVER- EXCAVA7lOYY NOTE CUL TEC CHAMBER TYPICAL SECTION °ffi—MYAM AVE& N.T.S. ME aWNAOW WALL Rtl W AU IL1°�1X C AND Offff La QM N? /KMUA1K V AV E& !AgEM MIS MAMM MAW 24' OF AE LWT W NE' SAM aWIRACIW M WT 610 HEY£ Ar w or amum? by #E ovap or CWTRt W M A(SrAl t=MC OVAM EN 1V A(�L AWF ' 7AF CIA 7EC LA17T AS AMA OW THE RAW 71E WT WN MAA67ACTMMU.9�E1:WA7M STANDARD MANHOLE FRAME AND COVER ME 6F AV ALES& AAA% LeBARON LK 110 WITH WORD "DRAIN "' AVSi1rT A 6' AVJERYAL fxl',PLIYC A�IO IY.�CT/QV MT 08M. at 7W AY1. 410 fX7E7P FA&�' QS' APPRbt£D £IXIAL 7711E ON COVER OR EQUAL RACM OW? TIE 7W ar IIEL17AAfX SIS�EMPAW TO FINISHED GRADE = 244.00 PEA.'Ei MV ME .9<w ItEAiPGUi�O ,MINEXE.IH(iPAhVAti4.SAAli C(AIY'MW TO DE fWOAAV6.9 W AiW)SS VX A 6'sma PIC PFE TO B1 w AsfCmir PQPT 7o AJR/V 6' BA@YfXt CWAOM AO REYOIE A t LOAM, 24M AAm AU X PA5W 37E'DE.9IE AgYM�X/S' MA 9ft f" EXCAYA70V PAW 7O PLA0",r Ix 14 AVSlAU A 6' SpL40E74l1 CAP GP f[f k EY' #E' SILNE' SM.. d Ili. SAW CUT 24" x 10" OUTLET WEIR O-2l1 w MOM N A040MYE N N SYaWATAAiC4 COVER WEIR ON INSIDE AND O 5 ll� OUTSIDE W/rH OF MANHOLE WITH GALVANIZED WELDED W/RE #2 MESH MOUNT VAN GALVANIZED G ° "GRE7F CULTEC CHAMBER TYPICAL PROFILE SCREWS AND WASHERS FINISH GRADE N.T.S. .4 24" MASTIC GASKET MATERIAL ALL � ° n A MANHOLE JOINTS SAW CUT WEIR 1 =24200 4° ® 12 O'CLOCK STAINLESS STEEL EXPANSION BAND < ADJUSTABLE VALVE ° a MORTAR FILL AROUND PIPE BOX 6 ° STANLESS STEEL PIPE CLAMP ° a a FLEXIBLE RUBBER CONNECTOR o 15" RC PIPE ci EXTERIOR BUILDING WALL 8" PVC PIPE 1= 239.00 8" PVC PIPE 1= 239.00 0 6 O'CLOCK 1= 239.00 — O 0 9 O'CLOCK 0 3 O'CLOCK CURB STOP � TOP OF FOUNDATION a c a a I 906 °n4 04 4' PVC TEE W7H SCREW CAP PRECAST CONCRETE TO CONFORM TO HOUSE TAPPING a . TO ASTMC -478. CONC OF 4000 8> '° ° °. PSI AT 28 DAYS tl o a o o °t? SLEEVE a ' ° ° ° ° 1) 0 a g? 1" TYPE K COPPER SERVICE M 11 sm 1, ° PROVIDE 2 CU. FT. OF O °ti Qp9 pig 6' SCREENED GRAVEL SCREENED GRAVEL PROPOSED B" DI WATER MAIN GROUND SURFACE --- 4" PVC EIBOW 6' 4' -0" 6" WATER SERVICE CONNECTION DETAIL 5' -0" N.T.S. 4' PVC HEADER PIPE CLYV7RAC7GYP W WrALL ASP S ° ° ° ° ° DETENTION BASIN INLET DRAIN MANHOLE AMAAY"ASS W aV ?7AEUMIrYPLANS ° STANDARD CATCH BASIN FRAME AND GRATE 70 ACANrW£ GREA7ER INA 7M 01AL#TY NOT TO SCALE LeBARON LF 245 RaE4$E' rO V E CMIEC "RECHANOWS CULWEC 330 &W 7FNS DETAIL AAV RfRAGE fBAAIE AA10 VERTICAL GYtAIF WN A )RAW AM MAWaZ L.OWE CURB TYPICAL ROOF DRAIN 1N/ OVERFLOW PAVEMENT SURFACE N.T.S. STANDARD MANHOLE FRAME AND COVER 12 " -18" LeBARON LK 110 WITH WORD "DRAIN" / 8" LOAM ��/j PITCH ON COVER OR EQUAL v�4 6" GRA VEL FRAME TO BE SET IN MORTARTN �y CONCRETE COLLAR �� JAMES CONC. COLLAR ADJUST TO GRADE WITH A MINIMUM OF 2 BRICK OPENING BURKE COURSES; SEAL ENTIRE CASTING & BRICKS WITH 8" MIN. CIVIL CEMENT MASONRY; ADJUSTING BRICKS NOT TO 8" MIN. EXCEED 12" IN HEIGHT n °' STANDARD TOP FOR MANHOLE BRICK LEVELING COURSE .° 1` 5" AS REQUIRED FOR GRADE C 18 " -24' CONICAL SECTION Q 3" ADJUSTMENTS (2 COURSE MIN. OR FLAT TOP –5 MAX.) COPOLYMER POLYPROPYLENE PLASTIC OR ° MORTAR ALL JOINTS THIS PLAN IS SUBJECT TO A COVENANT DATED __ ___ _________ ALUMINUM MANHOLE STEPS (PRE –CAST OR PROVIDE PREFORMED INTO WALL SECTION) Applicant. "THIS PLAN IS SUBJECT TO A CER77FICAIF OF AC77ON DATED -------------- ° 12" ° .n MASTIC SEALER " - �' Barons Custom Homes • °- Mork. D Barons, President PROVIDE "V" OPENING 4 Bowser Road "THIS PLAN SUBJECT TO A SPECIAL PERMIT DATED ___�__ STANDARD RISERS: 1',2',3',4!,5', AND 6' ALL JOINTS TO BE MADE WATER77GHT Lexington, MA 02420 ° a _ _ _ _ Record Owners.- 0.12 SO. IN. UN. FT. REINFORCEMENT — ' / HEIGHT OF / Aaron C Sr., Aaron C Jr., Sheila M 5° MIN: 48" DIA. OUTSIDE OF PIPE and Alexandria M DeMarderosion, ,° RISER SECTIONS / ° PLUS 2' CLEARANCE LEXINGTON PLANNING BOARD VARY FROM / Assessors Dafa.' PROVIDE "V" OPENING 1' -4' — — — - — / 376 Lincoln St.- Map 34 Lot 01230 _ 73 Middle Street: Map 34 Lot 0124G — 1 – #3 BAR AROUND 12" R.C.P. (TYP.) Legal Refrence: OPENING FOR PIPES 18" e 48" DIA. Middlesex So. ) OUTSIDE OF PIPE U DIA. AND OVER e #0 f 2" �I n CAST IRON TRAP Land Court Certificate. 792384 PLUS 2" AR 1 INVERT TO BE FORMED q v Land Court P/an:f7358 E CLEARANCE a q MIN. 48" SUMP LeBARON OR EQUAL Book 51685 Page 483 OF BRICK & CONCRETE H REQUIRED 4 X D a {� v .H -. .• .; ° Book 43988 Page 581 I MASONRY 1 : 1� a 5" MIN. Plan 102 of 2008 y 1 i 3' MONOLITHIC PRESSURE Q Plan 1269 of 2004 CAST BASE q_ s WASHED GRAVEL �" g ~ �b WASHED GRAVEL 1 �� (IO {{j _ LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE a NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON a a , I I 6" MIN, PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT REINFORCEMENT aq . 12" MIN. — E+—•.{ THE OFFICE AND NO NOTICE OF APPEAL WAS RECIEVED NOTE: REFER TO DROP INLET DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND THROAT DETAIL RECORDING OF SAID N077CE. VULCANIZED BUTYL PRECAST CONCRETE CATCH BASIN/ WATER QUALITY MANNOLE RUBBER JOINT SEALANT OR MORTAR STANDARD' PRE —CAST DRAIN MANHOLE �FUA_lk oAo�t 3OA'13 �!U�tdsf /* a-0 /.3 30 15 U N.T.S. N.T.S. TOWN CL &K DA7E DATE O DeCELLE BUR%« Associates, Inc. 149 independence Avenue Quincy, MA 02169 {617) 40'5 -51 O0 {O) {6 ?7)' 4fl5 -51fl3 (F) FOR REGISTRY USE ONLY I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER Of DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS GENERAL NOTES: ASSESSORS: MAP 034 LOT 00123C {376 LINCOLN). MAP 034 LOT 04124E {73 MIDDLE) ZONING: RS MINIMUM REQUIREMENTS: AREA: 15,500 S.F. FRONT SETBACK: 30' SIDE SETBACK 15' REAR SETBACK: 15' LOT FRONTAGEMtiDTH: 125'1100' PROJECT TITLE &LOCATION: Proposed Balanced Housing in Lexington:, MA PLAN TITLE: Details PREPARED FOR: Barons Custom Haines 4 Bowser Road Lexington, MA DATE: March 25, 2013 REVISED: May 24, 2013 REVISED: