HomeMy WebLinkAboutSD-390-7BOXWOOD (50' WIDE) ` LANE
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R= 25.00'
3= 62'45'
7 =15.25'
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T =21.53' I
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R= 25.00'
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7 =15.25'
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+5 :93
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T =21.53' I
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PLAN
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RIGHT SIDELINE
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VERT. 1 IN =4FT
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PROFILE ROAD
B
SCALE:
HOR, 1IN =40FT
VERT. 1 IN =4FT
220
210
44016
190
__j® 180
3 +00
BOXWOOD l
(50' WIDE)
Is1ktl
210
200
190
i"E:367
SCALE: 1IN =40F1" '8 "ORIFICE INV. =194,5
10'ORIFICE" INV. =193.5 -
18 "INV 188.85 -
BOTTOM= 186.00
(SEE DETAIL SHEET
6 OF �t -7 ) 1
C U S H I N G T "_ ^{ E E
EXISTING WATER _. -PROPOSED - -
(PUBLIC - 40FT. WIDE) -
y�0
_?2 °RCP
12 "RCP( -
\\ L =2' (�
\\ 5 =0.01 jj
-4353
TRENCH
}
)UALITY INLET
_TAIL}
REMOVE EXISTING C8
� REPLACE WITH DMH
RIM- 192.60
S 12 "!NV = 189.55
E 12 'INV.= 188.69
W)18" INV. =188.19
24 "INV.- 187.69
,REMOVE EXISTING 12 "DRAIN
REPLACE WITH 24 "RCP
S= 0.005, L =37'
24 "FES
.INV. = 187.50
IR'WY9{i't
` +14.30
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50
PROFILE DRAIN EASEMENT
SCALE: HOR. 1IN =40FT
VERT. 1 IN =4F7
NOTES: LEGEND:
1.� SEE PROPERTY RIGHTS SHEET FOR REFERENCES. CB CATCH BASIN
2. NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CG CURB COCK
BEFORE DESIGN AND CONSTRUCTION CALL "DIG CO CLEANOUT
SAFE" 1 -888- 344 -7233. DICL DUCTILE IRON CEMENT LINE
3.) BENCH MARK USED: SNR81 (SHAWSHEEN RIVER) DSH DRAIN SERVICES
DATUM NGVD 1929, ELEVATION = 115.448. EXIST. EXISTING
4.) THE PROPERTY IS LOCATED IN A RO ZONE FES FLARED END SECTION
DISTRICT. HYD HYDRANT
5.) THE LOCATION OF UNDERGROUND ELECTRICAL AND INV. INVERT
COMMUNICATIONS CONDUITS ARE NOT SHOWN. THEIR LAYOUT L LEFT
LCB LEACHING CATCH -BASIN
WILL BE DESIGNED BY BOSTON EDISON ENGINEERING OCS OUTLET CONTROL STRUCTURE
DIVISION AND ANY REQUIRED EASEMENTS SHALL BE PROP. PROPOSED
GRANTED BY THE DEVELOPER. PROVISIONS FOR SUPPLYING PVC POLYVINYL CHLORIDE
POWER TO STREET LIGHTING WILL BE INCLUDED WITH R RIGHT
THIS LAYOUT. RCP' REINFORCED CONCRETE PIPE
S SLOPE
6.) ALL UTILITY IMPROVEMENTS SHALL BE IN ACCORDANCE SGC SLOPE GRANITE CURB'
WITH THE TOWN OF LEXINGTON STANDARDS. SMH SEWER MANHOLE
7. ALL CATCH BASINS SHALL HAVE STONE INLETS WITH SS SEWER SERVICE 6 "PVG
) WG WATER GATE
TRANSITION STONES. WS WATER SERVICE 1 "TYPE K- COPPER
8.) POINTS SHOWN THUS 4tl- ARE STONE BOUNDS TO BE SET. VGC VERTICAL GRANITE CURB
Nil
CLERK OF THE TOWN OF LEXINGTON
HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE
PLANNING BOARD HAS BEEN RECEIVED AND
RECORDED AT THIS OFFICE AND NO APPEAL
WAS RECEIVED DURING THE TWENTY DAYS
NEXT AFTER SUCH RECEIPT AND RECORDING
OF SAID NOTICE.
u Togo
DATE TOWN CLERK
BOTTOM OF IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
DETENTION AREA _ _ �p_?octC _�__ AND RECORDED HEREWITH.
8" PERF. PVC
/192x5O IN A C�Rfi7ANCE WITH A COVENANT DATED
M 2" COAR9E SAND - - - -- AND RECORDED HEREWITH.
- 'J'i°ovooaovoe IN JCOtANCE WITH A SPECIAL PERMIT DATED
TTi' ••
AND RECORDED HEREWITH.
° °o
MIRAFI
FILTER FABRIC
EL. =190x50 ON SIDES & TOP
!/4" 1 1 j2° _ / NATURAL UNDISTURBED
N solL REVISED: 7/26/00, PLANNING BOARD COMMENTS
:RUSHED STONE --4'
188x4 .SEASONAL HIGH
LE\\/7
GROUND WATER . � jl'I ( NOTON �INFILTRATION TRENCH DETAIL
NOT TO SCALE STREET /J7
,
SULLIVAN I WINTER
NOTES: LEXINGTON
ON PROVIDE ILT RFABROVERLAP ON LONGITUDINAL JOINTS MASSACHUSETTS.
DEFINITIVE SITE DEVELOPMENT
PLAN
Reft 24.1.e
Sheet Title#
HOT OIPPED GALVANIZED -
CIRCULAR BAR GRATE
80 HIS MIN.
192x67 _ l
' N 192X50 ,�(ypy W W 00"L 0 d L a I I U 8° PVC TEE
IRE HOLE IN
24RF�P F PIPE
k=190.75
N Street L Uut
Apft
N
24 "RC MiN.
/(,,;X6*
fdCRETE BASE
88x25 HALYARD BUILDERS, INC. Deveioperl
WATER QUALITY INLET 18 Saddleclub Road., Lexington, MA Applicant
NOT TO SCALE WINTER. STREET" REALTY TRUST Owner
18 Saddleclub Road., Lexington, MA
WEINMAYR ASSOCIATES, INC. Landscape
7 South Street, Somerville, MA. Architect
"OF INCITE ARCHITECTURE Architect
74 Bedford Street, Lexington, MA
JOHN L
fMNAN ym
8 clvl` NOONAN & McDOWELL, INC. Land Surveyor/
No.�e8a14� 25 Bridge Street, Billerica, MA Civil Engineer
G"1STE4��y
SSA FEET 0 20 40 80 120 160
7 z6 as METERS 0 5 10 20 30 40
DATE REGISTERED PROFESSIONAL SCSIeS A Shown Da #8� M8 1,2000
-CIVIL ENGINEER Y
Dwg. No 1509P5B Job No 1509.4A Sh No 7 of 17