HomeMy WebLinkAboutSD-312-4EXIST. PIPE I =244.
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1, CLERK OF THE TOWN OF LEXINGTON, MASS. ��0 o u' > > I y- ZZ Z z > > O o o o -
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HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF s w � z z
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THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND
NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS 260
NEXT AFTER SUCH RECEIPT AND RECORDING OF
SAID NOTICE.
TOWN CLERK cq
FAST
APPROVED BY:
LEXINGTON PLANNING BOARD 250
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RIM= 244.68
rya�O 1= 240.28(IN) EXIST. CB
S 1= 236.28(OUT) RIM = 243.57
= 238.37(IN)
1= 238.27(IN)
_ W i 1 =23 .99
x R 82pS7 cn
244
HOUSE
#16
HOUSE
#11
SMH(BY PLAN)
MIND U # 8
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SCALE: AS SHOWN
- -
MARCH 1'
N N N N N N
N N Q
M
BEDFORE
4 +00 5 +00 6 +00
7 +00
'ur�sl LAND SURVEYORS
CIVIL ENGINEER
18 NORTH ROAD
BEDFORD, MA
JOB NO.: 7-2725.00
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M N N
SHEET 4 OF 13 SHEETS
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EXISTING (' GRADE
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LEGEND
BIT. CONC. BITUMINOUS CONCRETE
CB CATCH BASIN
CMP CORRUGATED METAL PIPE
DMH DRAIN MANHOLE
HYD. HYDRANT
PVC POLYVINYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
S.B. STONE BOUND
S.B. /D.H! STONE BOUND WITH DRILL HOLE
SMH SEWER MANHOLE
"a� UTILITY POLE
WG WATER GATE
- 200 — EXISTING CONTOUR
—D DRAIN LINE
-OHW OVERHEAD WIRE
—S SEWER LINE
-SS SEWER SERVICE
—W WATER LINE
—WS— WATER SERVICE
GENERAL NOTE:
IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN
THE DEVELOPER'S DRAWINGS AS APPROVED BY THE ENGINEERING DEPARTMENT
AND THE TOWN! OF LEXINGTON STANDARD DETAIL SHEETS, THE MOST
CURRENT VERSION OF THE TOWN'S STANDARD DETAIL SHEETS SHALL
PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN.
NOTES:
1. HOUSE LOCATIONS FROM "PROPOSED BATTLE GREEN ROAD SEWER IN
LEXINGTON BY WHITMAN & HOWARD ENGINEERS, MAY 1957 AND ARE
APPROXIMATE ONLY,
2. NEW 24 -INC-H REINFORCED CONCRETE PIPE TO BE LAID TO MATCH
EXISTING DRAIN INVERTS.
UTILITY NOTE:
ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE
FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING,
GRADING, PAVEMENT RESTORATION OR REPAIRING, ALL UTILITY COMPANIES,
PUBLIC OR PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF
UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963 MASS.,
WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF
UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE
CONNECTIONS, THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPARTMENT '
MUST BE CONSULTED,
I HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN
HAS BEEN PREPARED IN CONFORMITY WITH THE RULES
AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE
COMMONWEALTH OF MASSACHUSETTS.
DATE PROFESSIONAL LAND SURVEYOR
H COURT
SCALE: AS SHOWN
- -
MARCH 1'
N N N N N N
N N Q
THE BSC GROUP
BEDFORE
4 +00 5 +00 6 +00
7 +00
'ur�sl LAND SURVEYORS
CIVIL ENGINEER
18 NORTH ROAD
BEDFORD, MA
JOB NO.: 7-2725.00
DWG NO.: 1491.15
SHEET 4 OF 13 SHEETS
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