HomeMy WebLinkAboutSD-426-100-'
10 N
1 112" ASPHALT SURFACE COURSE
2 1/2" ASPHAL T BINDER COURSE
12" AGGREGATE SUBBASE
COMPACTED SUBGRADE
�TCf1Nt)t!S' CCREiE isA /E��N7'
(NOT TO SCALE)
12"
4" BIT, CONC.
(SEE TYP. SECTION)
TOP COURSE
BINDER COURSE
12 vrxr VcL
BITUMINOUS CONCRETE CURB
/—BITUMINOUS CONCRETE PAVEMENT
AGGREGATE BASE
COMPACTED SUBGRADE
3000 PSI
CEM. CONC.
ANCHOR
18"
6" X 18" SLOPED
# }:> GRANITE CURBING
COMPACTED SUBGRADE OR
GRAVEL BORROW
2" GRAVEL BASE AS REQUIRED
slam ORMLE
(NOT TO SCALE)
18" MIN.
PIPE
s �
FILTER FABRIC MIRAFI 140N 3/4" TO 1 1/2"
OVER TOP AND SIDES /— WASHED STONE
°EOO °— — — ,,�7/
TOP CHAMBER oo ° 0 0 0 0 °° o o° 0 0 0o p 0 0 0 0 0 0 0 00� 6"
r o 0 0 - A o °�
� i i % 0 0 ° PIPE INVERT
° o O EL.
BOTTOM EL. ' ° °`
STONE EL. 6" — —° ° ° — 00 0 o_o_ 0 0 00 00 00° o° 0 0 0 0 00 ° o
2
6" STONE SEPARATION 514" TO 1 112"
BETWEEN UNITS ]\—WASHED STONE
VARIES
12" (SEE PLAN VIEW) 12"
REMOVE BEDROCK. IF REQUIRED Scam B-B
A MINIMUM OF 3 FEET BELOW (NOT TO SCALE)
STONE LAYER
3 CHAMBERS WDE x 5 CHAMBERS LONG
FROM LIMIT OF STONE
4" LOAM & SEED DMH -2 — — A BASIN l 6" HOPE OUTLET (X2)
6" HOPE INLET (X4) F-,
O
I (a
rn
I.
12" HOPE ( I�
MANIFOLD
34.82'
6" HDPE OVERFLOW
7"ORSER 6 VA TION
WELL WIN CAP
(2 PER BASIN)
6 CHAMBERS WIDE x 10 CHAMBERS LONG
FROM B BA OF STONE
SIN 2
DMH -4 - - - - -- -------- - - - - -- — 1-4
6" HDPE INLET (X4)
FLOW TO SUBSURFACE
INFIL IRA77ON BASIN
(NOT TO SCALE)
12" HOPE
MANIFOLD-�r
i
4" HOPE OUTLET
1-6" HOPE OUTLET (X3)
6" OBSERVATION 10" HOPE OVERFLOW
WELL WITH CAP
(2 PER BASIN)
BASIN
o
BOTTOM EL
INVERT EL
1
221.50
222.00
224.00
2
221.50
222.00
224.00
I
229.00
229.50
231.50
D
232.00
232.50
234.50
E
227, 00
22750
229.50
HAZEL UUS AZEL RQAD
I
LEXINGTON, MASSACHUSETTS
'a4
�
PREPARED FOR
NOR TH SHORE CONSTR UCTION AND DEVELOPMENT, INC
)
13 HAZEL ROAD
SCALE. AS SHOWN DATE." MAY 26, 2004
LEXINGTON, MASSACHUSETTS
ELIZABETH M. WEISS
EST
I A
L MA
LEXINGTON, MASSACHUSETTS
Ia
REYI+.�iJIYS
+�LfYJ
98 HIGH STREET 59 MILK STREET; SUITE 302
INFILTRATOR CHAMBERS
DANVERS, MASSACHUSETTS 01923 WHS1139ROUGH, MASSACHUSETTS 01581
TELEPHONE: (978) 939 -9130 TELEPHONE: (508).821_7030
PLANNING BOARD COMMENTS
I
DESCRIPTION
BY
cHK'D
`` °'
SHEET No. 10 OF 10
PROJECT No. 8046
O
- - - - --
--------------- -
66.47'
i
4" HOPE OUTLET
1-6" HOPE OUTLET (X3)
6" OBSERVATION 10" HOPE OVERFLOW
WELL WITH CAP
(2 PER BASIN)
BASIN
STONE EL.
BOTTOM EL
INVERT EL
1
221.50
222.00
224.00
2
221.50
222.00
224.00
�?' >. i ." [ Lfi a` % wr1► % t 1 %1111- �' : Y.
(NOT TO
2 9/10/04
1 8/16/04
FILE No. _ 8046- CON04_DET NO. DATE
BASIN
STONE EL.
BOTTOM EL.
INVERT EL
A
223.00
223.50
225.50
B
224.00
224.50
226.50
C
229.00
229.50
231.50
D
232.00
232.50
234.50
E
227, 00
22750
229.50
' 6teCe CLERK OF THE TOWN OF
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AF7ER
SUCH RECEIPT AND RECORDING OF SAID NOTICE
TOWN CLERK DATE
DA IF
DEFINITIVE SITE DEVELOPMENT PLAN
FOR A
SPECIAL RESDENTIAL DEVELOPMENT
HAZEL ROAD
419 OF
c
to Deta11
Details
MARK E.
F �
HAZEL UUS AZEL RQAD
N�
LEXINGTON, MASSACHUSETTS
'a4
�
PREPARED FOR
NOR TH SHORE CONSTR UCTION AND DEVELOPMENT, INC
ELLEN &JOHN A. SHARKE Y
KE
13 HAZEL ROAD
SCALE. AS SHOWN DATE." MAY 26, 2004
LEXINGTON, MASSACHUSETTS
ELIZABETH M. WEISS
EST
I A
L MA
LEXINGTON, MASSACHUSETTS
A S S O C I A T E S, I N C.
REYI+.�iJIYS
+�LfYJ
98 HIGH STREET 59 MILK STREET; SUITE 302
INFILTRATOR CHAMBERS
DANVERS, MASSACHUSETTS 01923 WHS1139ROUGH, MASSACHUSETTS 01581
TELEPHONE: (978) 939 -9130 TELEPHONE: (508).821_7030
PLANNING BOARD COMMENTS
DESCRIPTION
BY
cHK'D
`` °'
SHEET No. 10 OF 10
PROJECT No. 8046