HomeMy WebLinkAboutSD-462-8SC -310 CHAMBER
CHAMBERS SHALL MEET ASTM F 2418-09
"STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL .
STORMWATER COLLECTION CHAMBERS ".
1 -112" - 2" CRUSHED,
ANGULAR STONE
AASHTO M288 CLASS 2
ELEV.= 214.5 MIN NON -WOVEN GEOTEXTILE
../ , 1,/ /
ELEV.= 211.80
SC- 310 ENDCAP
ELEV. 209.8.
EST. S.H.W.T:
GEOTEXTILE OVER
STONE FOR SCOUR
AT ALL CHAMBEF
OVERFLOW
.,� 52,
12" MIN
21 UNI
GRANULAR WELL GRADED SOIUAGGREGATE
MIXTURES, <35% FINES. COMPACT IN 6" LIFTS TO
95% PROCTOR DENSITY. SEE THE TABLE OF
ACCEPTABLE FILL MATERIALS
12" MIN
INFIL TRA T10N AREA A
N. T. S.
SC-310 CHAMBER
CHAMBERS SHALL MEET ASTWF t
"STANDARD SPECIFICATION FOR
STORMWATER POLYPROPYLENE (PP) CORRUGATED WALL
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ANGULARISTONE
AASHTO M288 CLASS 2
t MIN. NON-WOVEN GEOTEXTILE
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A TEXTI M288 CLASS 1 WOVEN 1 r 2" MMIIN N
TEXTILE OVER FOUNDATION �
ONE FOR SCOUR PROTECTION
AT ALL CHAMBER INLET ROWS = - --
OVERFLOW MANIFOLD _12 UNITS 1
12" MIN
INFIL TRA T10N A
N.T.S.
12"
MIN
�N
12'
GRANULAR WELL GRADED SOIUAGGREGATE
MIXTURES, <35% FINES. COMPACT INS" LIFTS TO
95% PROCTOR DENSITY. SEE THE TABLE OF
ACCEPTABLE FILL MATERIALS
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�N
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MIN.
6"
SC -310 CHAMBER
CHAMBERS SHALL MEET ASTM F 2418 -09
"STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS ".
1 -112" - 2" CRUSHED,
ANGULAR STONE
AASHTO M288 CLASS 2
ELEV. =218.5 MIN. NON -WOVEN GEOTEXTILE
./ / i/ /
ELEV.= 215.70
SC-310 ENDCAP
ELEV. =213.7
EST. S.H.W.T
AASHTO M288 CLASS .1 WOVEN
GEOTEXTILE OVER FOUNDATION
STONE FOR SCOUR PROTECTION
AT ALL CHAMBER INLET ROWS
OVERFLOW MANIFOLD
GRANULAR WELL GRADED SOIUAGGREGATE
'MIXTURES, <35% FINES. COMPACT IN 6" LIFTS TO
`95% PROCTOR DENSITY. SEE THE TABLE OF
ACCEPTABLE FILL MATERIALS
/ /
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34_
6'MIN. 12' MIN.
45 -
12” MIN
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130 UNITS N $
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12" MIN
INFIL TRA TION AREA B
N.T.S.
SC -310 CHAMBER
CHAMBERS SHALL MEET ASTM F 2418-05
"STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS".
1 -112" - 2" CRUSHED, GRANULAR WELL GRADED SOIUAGGREGATE
ANGULAR STONE \\\ MIXTURES, <35% FINES. COMPACT IN 6" LIFTSTO
AC PROCTOR DENSITY. SEE THE TABLE OF
AASHTO M288 CLASS 2 ACCEPTABLE FILL MATERIALS
ELEV. =218.5 MIN. NON -WOVEN GEOTEXTILE
6"
ELEV =218.03
ELEV.= 215:70
SC-310 ENDCAP
ELEV.213.7
EST. S.H.W.T
AASHTO M288 CLASS 1 WOVEN
GEOTEXTILE OVER FOUNDATION
STONE FOR SCOUR PROTECTION
AT ALL CHAMBER INLET ROWS
6 "MIN:" -1T
26
12" MIN
�9 UNITS �^ 12'
T �
120 MIN
A 77ON AREA LOT 3
N. T.S.
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SC -310. CHAMBER
CHAMBERS SHALL MEET ASTM F2418 -09
"STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL
STORMWATER ER. COLLECTION. CHAMBERS ".
1-1/2-- 2" CRUSHED,
ANGULAR STONE -\
AASHTO M288 CLASS \ \\
ELEV. =218:8.MIN. NON -WOVEN GEOTEXTILE
/ ,/ / /
ELEV= 218.33
ELEV. =216:00
SG310ENDCAP
ELEV.= 214:0
EST S.H.W.T
AASHTO M288 CLASS 1 WOVEN
GEOTEXTILE OVER FOUNDATION
STONE FOR SCOUR PROTECTION
AT ALL CHAMBER INLET ROWS/
- OVERFLOW MANIFOLD J
GRANULAR WELL GRADED SOIUAGGREGATE
MIXTURES, <35% FINES. COMPACT IN'6" LIFTS TO
95% PROCTOR DENSITY. SEE THE TABLE OF
ACCEPTABLE FILL MATERIALS
6 "MIN.-
- 25'
N. T. S.
2 "MIN.
r
6"
C:S
TURNING
•
12" MIN
9 UNITS
(SCALE: 1"=40*)
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N
=
Ain,
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
e
41 �� CLERK OF THE
TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT
12" MIN
N. T. S.
2 "MIN.
r
6"
C:S
TURNING
TEMPLA TE
"THIS PLAN IS SUBJECT TO A COVENANT DATED
(SCALE: 1"=40*)
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF AC77ON DATED - A -w__"
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
41 �� CLERK OF THE
TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT
THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON
PLANNING BOARD HAS BEEN RECEIVED' AND RECORDED AT
THIS OFFICE' AND NO N077CE OF APPEAL WAS RECEIVED
DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
ING OF SAID NOTICE.
RECZilx,u-
TO WN CLE K DATE
REVISIONS
NO.
DATE DESCRIP77ON By
1
03 -12 -12 PLANNING BOARD STAFF MEMO FWR
APPROVED BY.•
DA TE
DEFINITIVE SITE SENSITIVE DEVELOPMENT
DRAINAGE CONSTRUCTION DETAILS
CORNERSTONE WAY
Rv
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
PREPARED FOR
CORNERSTONE CONCEPTS
SCALE.- NTS DATE. Zly.UaY 8 2014
E
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3
KEENAN SURVEY
SSIONAL ��
8 WINCHESTER PLACE
WINCHESTER, MA 01890 SHEET No. 6 OF 8