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/.cT '.. _t.. <br />08SERVA770N PART <br />CULTEC NA 410 FILTER FABRIC CULTEC Al 410 FILTER FABRIC o <br />OR APPROW9 EQUAL OR APPROVED EQUAL o <br />6' LOAM AND SEED 6" INTERNAL COUPLING o ° <br />a. p n n o D o p <br />0 D D D . 6" SENSE GRAD£d?USED 37XJD M2.O7J ° <br />D o <br />p o <br />j\ \/ 4' PVC LATENAL 0 p <br />\ \ \\ 8" PVC MANlFOLI p Ci C o 0 <br />TA TO 1 z R B TE APO QU p ° 0 0 <br />OR APPROW D EW %/ 4 j \/ o 0 0 0 0 0 0 0 0 0 0 0 0 <br />UA! {T OF STONE o 0 0 0 0 0 0 0 0 0 0 0 0 INTERLOCKING RIBS 0 ° <br />�\ 12 a' IN r 17 nl a o P <br />0 0 o 0 0 0 0 0 0 <br />UM /T OF OVER - 5 <br />EX5AVA77ON \/ <br />72" <br /><a <br />f \\ ... 24' 24 <br />CLEAN SANG SACYCFILt. \ \/ <br />\ <br />/ r / <br />/ <br />\/ - (SEE OiER- £XCAVA170N NOTED.... _...,' . <br />/\ \ \ <br />(XEAN SAND E1AtxCPTLL. <br />/ l \/ <br />\/ ... .SEE OVER- £XCAVATIGW NOTE ' <br />CULTEC CHAMBER TYPICAL SECTION Qj9f==YA&W A <br />N.T.S. 71E'tXW7R OOR SMALL Mil0t &I )W°SIX sr AW 07TER Q WYAMA!JWrJKST.ILIAIKW AA9M L MV t�MOMW- r.UiAixW NOTE1' <br />AME7Ml AM MN INAW 24' W 712 LAST Q° AE' S&W LYWRAC7W M Wr 610 haE AT W Or 0A WI R W TAE CfiVI R OF GL'IV7RACAW 70 AIGSTAt1 aASC OVA&MRS AV Aa=14l ;t' <br />UWMW <br />PE ON MC WT AS AIV.M^A7ED 6W TAE PLANS 71F WT M17N AlAAI#ACAOM 9r4ll ^A)KHt£ <br />STANDARD MANHOLE FRAME AND COVER <br />�� Q� AY A YAM1A�R <br />LeBARON LK 110 WITH WORD " DRAIN" AMU* 6'AV7WAL GYXA'LAYO AV)0 AWCTK,W ANT41IR11G lzi7EC Ala 410 PATER FAWC 07 APPR09V EQUAL rO LE' <br />ON COVER OR EQUAL PLALl�O ow TAE' )LP OF #CA?M l6r s 5TEA Am M <br />FINISHED GRADE = 244.00 lA(V0511i1ill O 7 S7fa LIE AfYL IE tXlf! LYEAN r XAR SAAYI M <br />l TO OE+FCCt0AW0 Slit£ AW/L?SLt' tI.SE A 6' SL7140 Plt' PA3r 70 C4bWi A15PEC1XA1' RAPT 10 A77)AY 6' <br />ar Al QE1tt� <br />XPAS�(i SE1f'STIf GYWTACTl1P 1DA'EMOI£ALL LOAM, . AAmAl1 <br />t09 jF N$r&L A 6' MY. 4V DV CAP W RX 42 70�A'!S MAMM MOW EXCAYAtAAV PAW TO PLACt710VT <br />t0-Av f) <br />6F All S7AI 8M. <br />0-20 AT BA0rfK1 AV AGL?AAYi IN7H SPEl f'K 17A1VS <br />CUT 24" x 10" OUTLET IYEIR 0-5 f tb <br />COVER WEIR ON INSIDE AND <br />OUTSIDE WITH OF MANHOLE WITH <br />GALVANIZED WELDED NED ¢2 MESH CULTEC CHAMBER TYPICAL PROFILE <br />MOUNT 4YITH GALVANIZED CONCRETE <br />° o .< SCREWS AND WASHERS -- "--- - - -��y <br />FINISH GRADE N.LS. <br />° 24' MAS77C GASKET MATERIAL ALL <br />° SAW CUT WEIR ° n MANHOLE JOINTS <br />1= 242.00 <br />® 12 O'CLOCK <br />STAINLESS STEEL EXPANSION BAND <br />ADJUSTABLE VALVE <br />a " MORTAR FILL AROUND PIPE BOX <br />d <br />STANLESS STEEL PIPE CLAMP <br />FLEXIBLE RUBBER CONNECTOR <br />y W <br />EXTERIOR BUILDING WALL <br />15" RC PIPE <br />8" PVC PIPE 1= 239.00 8" PVC PIPE <br />1= 239.00 0 6 OCLOCK l= 239.00 <br />0 9 O'CLOCK ® 3 O'CLOCK CURB STOP <br />TOP OF FOUNDATION <br />R <br />1 a np p� j 4' PVC 7EE W7H SCREW CAP —, <br />PRECAST CONCRETE 70 CONFORM <br />TO ASTIl CO/V0. OF -/// <br />PSI A r 28 DA Ys <br />[Y. "r'•:, :il:E +`i yiefs`n'y?fa ?��: <br />_ :++'... i.'a"" is•°.. +a'.. ^.'.'... °i..,s.:�'la `i`•r eT.Fi!:�::i'�lw'.: <br />���ary' 4`•: �I••: �f' i+ Ie� 'li��Y�•Y��1 ?'s ?�I' / +s'J+i ?Ntee ?�i ?�� ?.I ?i� ?�1 ?:a ? +lJ+ 6 SCREENED GRAVEL <br />6» <br />4'-0" 6" <br />® 5-0" <br />DETENTION BASIN INLET DRAIN MANHOLE <br />NOT TO SCALE <br />1 <br />F__j <br />CONC. COLLAR <br />8" MIN. <br />5" MIN. <br />PROVIDE "V" OPENING -\, <br />OUTSIDE OF PIPE <br />PLUS 2" <br />WASHED GRAVEL <br />48" DIA <br />STANDARD MANHOLE FRAME AND COVER <br />LeBARON LK 110 WITH WORD "DRAIN" <br />ON COVER OR EQUAL <br />ADJUST TO GRADE WITH A MINIMUM OF 2 BRICK <br />COURSES; SEAL ENTIRE CASTING & BRICKS NTH <br />CEMENT MASONRY; ADJUSTING BRICKS NOT TO <br />EXCEED 12" IN HEIGHT <br />5" a: a STANDARD TOP FOR MANHOLE <br />COPOLYMER POLYPROPYLENE PLASTIC OR <br />ALUMINUM MANHOLE STEPS (PRE —CAST <br />INTO WALL SECTION) <br />12" <br />STANDARD RISERS: 1',2',3',4',5', AND 6' <br />0.12 SQ. IN. /UN: FT. REINFORCEMENT <br />— 1 — #3 BAR AROUND <br />° OPENING FOR PIPES 18" <br />t DIA. AND OVER <br />2" <br />CLEAR 1 INVERT TO BE FORMED <br />° OF BRICK & CONCRETE <br />MASONRY <br />3' MONOLITHIC PRESSURE <br />o CAST BASE <br />s <br />o.. <br />STANDARD PRE —CAST DRAIN MANHOLE <br />N.T.S. <br />a <br />HH d vd <br />6 <br />o � a <br />d G G <br />a 11 II= A ` <br />"I I . G A 41 <br />REINFORCEMENT —/ 14. <br />VULCANIZED BUTYL <br />RUBBER JOINT SEALANT OR MORTAR <br />TO HOUSE — -- — 1nrruw_ <br />0 o a SLEEVE <br />L o <br />0 <br />ppppo�pp 1" TYPE K COPPER SERVICE <br />D a <br />PROVIDE 2 CU. FT. OF p Opp <br />SCREENED GRAVEL <br />PROPOSED 8" DI WATER MAIN <br />WATER SERVICE CONNECTION DETAIL <br />N.T.S. <br />CCWIR400R R7 AVSTALL DIEEP SLAP <br />MAAWME AS SMOMN AN 7W VIX/TY PLANS <br />STANDARD CATCH BASIN FRAME AND GRATE 717 AQWW GWAIl WHIM 41VAUTY <br />LeBARON LF 245 RaEAW M y ax1W RECHARQ°M <br />V.W TMfLS DtTAK AMD RMAQE FRAME AAKT <br />VER77CAL &?AYE M11H A FRAME AAV AMA#1 COVER <br />CURB <br />PAVEMENT SURFACE <br />r PITCH <br />8" LOAM % <br />6" GRAVEL v_ FRAME TO BE SET IN MORTAR <br />CONCRETE COLLAR <br />OPENING <br />8" MIN. <br />BRICK LEVELING COURSE J 41 <br />AS REQUIRED FOR GRADE <br />ADJUSTMENTS (2 COURSE MIN. <br />-5 MAX) <br />° <br />HEIGHT OF <br />RISER SEC77ONS <br />VARY FROM <br />1,_4, <br />° <br />5" MIN. <br />6 MIN. <br />12" MIN. <br />a'. 18 " -24" CONICAL SECTION <br />OR FLAT TOP <br />�. <br />MORTAR ALL JOINTS <br />OR PROVIDE PREFORMED <br />MAS71C SEALER <br />PROVIDE "V" OPENING <br />ALL JOINTS TO BE MADE WATERTIGHT <br />° <br />OUTSIDE OF PIPE <br />/ D PLUS 2' CLEARANCE <br />DlA: 12" R.C.P. (TYP.) <br />CAST IRON TRAP <br />MIN. 48" SUMP LeBARON OR EQUAL <br />REQUIRED 4 X D <br />.f­ WASHED GRAVEL <br />NOTE: REFER TO DROP INLET <br />THROAT DETAIL <br />PRECAST CONCRETE CATCH BASIN/ WATER QUALITY MANHOLE <br />N.T.S. <br />CULTEC 330 <br />GROUND SURFACE+ <br />4' PVC ELBOW — <br />4' PVC HEADER PIPE <br />TYPICAL ROOF DRAIN W/ OVERFLOW <br />N.T.S. <br />THIS PLAN IS SUBJECT TO A <br />COVENANT DATED -------- ------ " <br />"THIS <br />149 Independence Avenue Quincy, MA 02169 <br />Cu PLAN IS SUBJECT TO A <br />CERTIFICA TE OF ACTION DA TED <br />Barons s <br />Barons Custom Homes <br />Mark 0 Barons, President <br />FOR REGISTRY USE ONLY <br />4 Bowser Road "THIS PLAN IS SUBJECT TO A <br />SPECIAL PERMIT DATED ___ <br />Lexington, MA 02420 <br />_________ _ _" <br />Record Owners: <br />Aaron C Sr., Aaron C Jr., Sheila M <br />ASSESSORS: <br />and Alexandria M DeMorderosidn. <br />LEXINGTON PLANNING <br />BOAR[ <br />Assessors Dota: <br />— <br />FRONT SETBACK: 30' <br />376 Lincoln St., Map 34 Lot 012JO <br />REAR SETBACK: 15' <br />73 Middle Street: Mop 34 Lot 0124G <br />� <br />Legal Refrence: CMiddlesex So.) <br />Development <br />Land Court Certificate: 1f0192384 <br />Lexington, MA <br />Land Court Plan: 17358 E <br />Details <br />Book 51685 Page 483 <br />Barons Custom Homes <br />Book 43988 Page 581 <br />Lexington, MA <br />DATE: March 25, 2013 <br />Plan 102 of 2008 <br />REVISED: June 7, 2013 <br />REVISED: June 24, 2013 <br />JOB NUMBER: 124.022 <br />� j fwd <br />Plan 1269 of 2004 <br />vv II <br />` <br />(Jdll M. [ fooPEiz <br />I, _________________ CLERK OF THE TOWN OF <br />LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE <br />NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON <br />PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT <br />THE OFFICE AND NO NOTICE OF APPEAL WAS RECIEVED <br />DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND <br />RECORDING OF SAID N077CE. <br />TOWN CL &K DATE <br />duCtdsf /* d-0 /..3 <br />DATE <br />DeCELLE <br />BURKE <br />& Associates, Inc. <br />149 Independence Avenue Quincy, MA 02169 <br />(617) 405 -5100 (0) (617) 405 -5101 (F) <br />FOR REGISTRY USE ONLY <br />I CERTIFY THAT THIS PLAN CONFORMS WITH THE <br />RULES AND REGULATIONS OF THE REGISTER OF <br />DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS <br />GENERAL NOTES: <br />ASSESSORS: <br />MAP 034 LOT 00123C (376 LINCOLN) <br />MAP 034 LOT 00124G (73 MIDDLE) <br />ZONING: RS <br />MINIMUM REQUIREMENTS: <br />AREA: 15,500 S.F. <br />FRONT SETBACK: 30' <br />SIDE SETBACK: 15' <br />REAR SETBACK: 15' <br />LOT FRONTAGENVIDTH: 1257100' <br />PROJECT TITLE & LOCATION: <br />Proposed Balanced Housing <br />Development <br />in <br />Lexington, MA <br />PLAN TITLE: <br />Details <br />PREPARED FOR: <br />Barons Custom Homes <br />4 Bowser Road <br />Lexington, MA <br />DATE: March 25, 2013 <br />REVISED: May 21, 2013 <br />REVISED: June 7, 2013 <br />REVISED: June 24, 2013 <br />JOB NUMBER: 124.022 <br />SHEET 8 OF 9` <br />30 15 U 30 60 <br />SCALE: 1 " =30' <br />