HomeMy WebLinkAboutRW-468-8/.cT '.. _t..
08SERVA770N PART
CULTEC NA 410 FILTER FABRIC CULTEC Al 410 FILTER FABRIC o
OR APPROW9 EQUAL OR APPROVED EQUAL o
6' LOAM AND SEED 6" INTERNAL COUPLING o °
a. p n n o D o p
0 D D D . 6" SENSE GRAD£d?USED 37XJD M2.O7J °
D o
p o
j\ \/ 4' PVC LATENAL 0 p
\ \ \\ 8" PVC MANlFOLI p Ci C o 0
TA TO 1 z R B TE APO QU p ° 0 0
OR APPROW D EW %/ 4 j \/ o 0 0 0 0 0 0 0 0 0 0 0 0
UA! {T OF STONE o 0 0 0 0 0 0 0 0 0 0 0 0 INTERLOCKING RIBS 0 °
�\ 12 a' IN r 17 nl a o P
0 0 o 0 0 0 0 0 0
UM /T OF OVER - 5
EX5AVA77ON \/
72"
<a
f \\ ... 24' 24
CLEAN SANG SACYCFILt. \ \/
\
/ r /
/
\/ - (SEE OiER- £XCAVA170N NOTED.... _...,' .
/\ \ \
(XEAN SAND E1AtxCPTLL.
/ l \/
\/ ... .SEE OVER- £XCAVATIGW NOTE '
CULTEC CHAMBER TYPICAL SECTION Qj9f==YA&W A
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'
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'
UWMW
PE ON MC WT AS AIV.M^A7ED 6W TAE PLANS 71F WT M17N AlAAI#ACAOM 9r4ll ^A)KHt£
STANDARD MANHOLE FRAME AND COVER
�� Q� AY A YAM1A�R
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'
ON COVER OR EQUAL PLALl�O ow TAE' )LP OF #CA?M l6r s 5TEA Am M
FINISHED GRADE = 244.00 lA(V0511i1ill O 7 S7fa LIE AfYL IE tXlf! LYEAN r XAR SAAYI M
l TO OE+FCCt0AW0 Slit£ AW/L?SLt' tI.SE A 6' SL7140 Plt' PA3r 70 C4bWi A15PEC1XA1' RAPT 10 A77)AY 6'
ar Al QE1tt�
XPAS�(i SE1f'STIf GYWTACTl1P 1DA'EMOI£ALL LOAM, . AAmAl1
t09 jF N$r&L A 6' MY. 4V DV CAP W RX 42 70�A'!S MAMM MOW EXCAYAtAAV PAW TO PLACt710VT
t0-Av f)
6F All S7AI 8M.
0-20 AT BA0rfK1 AV AGL?AAYi IN7H SPEl f'K 17A1VS
CUT 24" x 10" OUTLET IYEIR 0-5 f tb
COVER WEIR ON INSIDE AND
OUTSIDE WITH OF MANHOLE WITH
GALVANIZED WELDED NED ¢2 MESH CULTEC CHAMBER TYPICAL PROFILE
MOUNT 4YITH GALVANIZED CONCRETE
° o .< SCREWS AND WASHERS -- "--- - - -��y
FINISH GRADE N.LS.
° 24' MAS77C GASKET MATERIAL ALL
° SAW CUT WEIR ° n MANHOLE JOINTS
1= 242.00
® 12 O'CLOCK
STAINLESS STEEL EXPANSION BAND
ADJUSTABLE VALVE
a " MORTAR FILL AROUND PIPE BOX
d
STANLESS STEEL PIPE CLAMP
FLEXIBLE RUBBER CONNECTOR
y W
EXTERIOR BUILDING WALL
15" RC PIPE
8" PVC PIPE 1= 239.00 8" PVC PIPE
1= 239.00 0 6 OCLOCK l= 239.00
0 9 O'CLOCK ® 3 O'CLOCK CURB STOP
TOP OF FOUNDATION
R
1 a np p� j 4' PVC 7EE W7H SCREW CAP —,
PRECAST CONCRETE 70 CONFORM
TO ASTIl CO/V0. OF -///
PSI A r 28 DA Ys
[Y. "r'•:, :il:E +`i yiefs`n'y?fa ?��:
_ :++'... i.'a"" is•°.. +a'.. ^.'.'... °i..,s.:�'la `i`•r eT.Fi!:�::i'�lw'.:
���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
6»
4'-0" 6"
® 5-0"
DETENTION BASIN INLET DRAIN MANHOLE
NOT TO SCALE
1
F__j
CONC. COLLAR
8" MIN.
5" MIN.
PROVIDE "V" OPENING -\,
OUTSIDE OF PIPE
PLUS 2"
WASHED GRAVEL
48" DIA
STANDARD MANHOLE FRAME AND COVER
LeBARON LK 110 WITH WORD "DRAIN"
ON COVER OR EQUAL
ADJUST TO GRADE WITH A MINIMUM OF 2 BRICK
COURSES; SEAL ENTIRE CASTING & BRICKS NTH
CEMENT MASONRY; ADJUSTING BRICKS NOT TO
EXCEED 12" IN HEIGHT
5" a: a STANDARD TOP FOR MANHOLE
COPOLYMER POLYPROPYLENE PLASTIC OR
ALUMINUM MANHOLE STEPS (PRE —CAST
INTO WALL SECTION)
12"
STANDARD RISERS: 1',2',3',4',5', AND 6'
0.12 SQ. IN. /UN: FT. REINFORCEMENT
— 1 — #3 BAR AROUND
° OPENING FOR PIPES 18"
t DIA. AND OVER
2"
CLEAR 1 INVERT TO BE FORMED
° OF BRICK & CONCRETE
MASONRY
3' MONOLITHIC PRESSURE
o CAST BASE
s
o..
STANDARD PRE —CAST DRAIN MANHOLE
N.T.S.
a
HH d vd
6
o � a
d G G
a 11 II= A `
"I I . G A 41
REINFORCEMENT —/ 14.
VULCANIZED BUTYL
RUBBER JOINT SEALANT OR MORTAR
TO HOUSE — -- — 1nrruw_
0 o a SLEEVE
L o
0
ppppo�pp 1" TYPE K COPPER SERVICE
D a
PROVIDE 2 CU. FT. OF p Opp
SCREENED GRAVEL
PROPOSED 8" DI WATER MAIN
WATER SERVICE CONNECTION DETAIL
N.T.S.
CCWIR400R R7 AVSTALL DIEEP SLAP
MAAWME AS SMOMN AN 7W VIX/TY PLANS
STANDARD CATCH BASIN FRAME AND GRATE 717 AQWW GWAIl WHIM 41VAUTY
LeBARON LF 245 RaEAW M y ax1W RECHARQ°M
V.W TMfLS DtTAK AMD RMAQE FRAME AAKT
VER77CAL &?AYE M11H A FRAME AAV AMA#1 COVER
CURB
PAVEMENT SURFACE
r PITCH
8" LOAM %
6" GRAVEL v_ FRAME TO BE SET IN MORTAR
CONCRETE COLLAR
OPENING
8" MIN.
BRICK LEVELING COURSE J 41
AS REQUIRED FOR GRADE
ADJUSTMENTS (2 COURSE MIN.
-5 MAX)
°
HEIGHT OF
RISER SEC77ONS
VARY FROM
1,_4,
°
5" MIN.
6 MIN.
12" MIN.
a'. 18 " -24" CONICAL SECTION
OR FLAT TOP
�.
MORTAR ALL JOINTS
OR PROVIDE PREFORMED
MAS71C SEALER
PROVIDE "V" OPENING
ALL JOINTS TO BE MADE WATERTIGHT
°
OUTSIDE OF PIPE
/ D PLUS 2' CLEARANCE
DlA: 12" R.C.P. (TYP.)
CAST IRON TRAP
MIN. 48" SUMP LeBARON OR EQUAL
REQUIRED 4 X D
.f WASHED GRAVEL
NOTE: REFER TO DROP INLET
THROAT DETAIL
PRECAST CONCRETE CATCH BASIN/ WATER QUALITY MANHOLE
N.T.S.
CULTEC 330
GROUND SURFACE+
4' PVC ELBOW —
4' PVC HEADER PIPE
TYPICAL ROOF DRAIN W/ OVERFLOW
N.T.S.
THIS PLAN IS SUBJECT TO A
COVENANT DATED -------- ------ "
"THIS
149 Independence Avenue Quincy, MA 02169
Cu PLAN IS SUBJECT TO A
CERTIFICA TE OF ACTION DA TED
Barons s
Barons Custom Homes
Mark 0 Barons, President
FOR REGISTRY USE ONLY
4 Bowser Road "THIS PLAN IS SUBJECT TO A
SPECIAL PERMIT DATED ___
Lexington, MA 02420
_________ _ _"
Record Owners:
Aaron C Sr., Aaron C Jr., Sheila M
ASSESSORS:
and Alexandria M DeMorderosidn.
LEXINGTON PLANNING
BOAR[
Assessors Dota:
—
FRONT SETBACK: 30'
376 Lincoln St., Map 34 Lot 012JO
REAR SETBACK: 15'
73 Middle Street: Mop 34 Lot 0124G
�
Legal Refrence: CMiddlesex So.)
Development
Land Court Certificate: 1f0192384
Lexington, MA
Land Court Plan: 17358 E
Details
Book 51685 Page 483
Barons Custom Homes
Book 43988 Page 581
Lexington, MA
DATE: March 25, 2013
Plan 102 of 2008
REVISED: June 7, 2013
REVISED: June 24, 2013
JOB NUMBER: 124.022
� j fwd
Plan 1269 of 2004
vv II
`
(Jdll M. [ fooPEiz
I, _________________ CLERK OF THE TOWN OF
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE
NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON
PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT
THE OFFICE AND NO NOTICE OF APPEAL WAS RECIEVED
DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND
RECORDING OF SAID N077CE.
TOWN CL &K DATE
duCtdsf /* d-0 /..3
DATE
DeCELLE
BURKE
& Associates, Inc.
149 Independence Avenue Quincy, MA 02169
(617) 405 -5100 (0) (617) 405 -5101 (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 00124G (73 MIDDLE)
ZONING: RS
MINIMUM REQUIREMENTS:
AREA: 15,500 S.F.
FRONT SETBACK: 30'
SIDE SETBACK: 15'
REAR SETBACK: 15'
LOT FRONTAGENVIDTH: 1257100'
PROJECT TITLE & LOCATION:
Proposed Balanced Housing
Development
in
Lexington, MA
PLAN TITLE:
Details
PREPARED FOR:
Barons Custom Homes
4 Bowser Road
Lexington, MA
DATE: March 25, 2013
REVISED: May 21, 2013
REVISED: June 7, 2013
REVISED: June 24, 2013
JOB NUMBER: 124.022
SHEET 8 OF 9`
30 15 U 30 60
SCALE: 1 " =30'