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LOCUS N.T.S.
Z
I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN
CONFORMITY WITH THE RULES AND REGULATIONS OF
THE REGISTER OF DEEDS OF THE COMMONWEALTH OF
MASSACHUSETTS.
12
APPROVED UNDER THE
SUBDIVISION CONTROL LAW.
LEXINGTON PLANNING BOARD
e=
UTILITY NOTE
LOCATION AND DEPTH OF UNDERGROUND UTILITIES
IS APPROXIMATE ONLY, AND IS NOT WARRANTED TO
BE CORRECT UNDERGROUND UTILITIES ARE SHOWN
BASED ON RECORD DATA PROVIDED BY THE
OPERATING AUTHORITIES,AND HAVE BEEN FIELD
INSPECTED WHERE POSSIBLE. ADDITIONAL UTILITIES
MAY EXIST WHICH ARE NOT INDICATED ON THESE
PLANS, ALL EXISTING UTILITIES SHALL BE VERIFIED
FOR SERVICE, SIZE, INVERT ELEVATION, LOCATIONS,
ETC. PRIOR TO NEW CONNECTIONS TO OR
RELOCATION OF SAME. CONTRACTOR MUST NOTIFY
DIG —SAFE AT 1 -888- 344 -7233 AT LEAST 72
HOURS PRIOR TO ANY CONSTRUCTION. NOTIFY THIS
FIRM IN WRITING OF ANY AND ALL DISCREPANCIES
PRIOR TO COMMENCING ANY WORK.
1, DONNA M. HOOPER, 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
fy3 NOTICE OF APPEAL WAS RECEIVED DURING THE
TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID NOTICE.
LEXINGTON TOWN
I'
6k 12501 pG
,O6
REVISIONS:
No. DATE
1. 12/05/0 DESIGN REVISIONS
GENERAL NOTES:
1. PLAN REFERENCES:
UNLESS OTHERWISE STATED, ALL PLANS ARE RECORDED WITH,
THE MIDDLESEX COUNTY REGISTRY OF DEEDS.
)MEWED FOR RMISTRY USE
BK 11639 PG 34
BK 6228 — END
BK 12501 PG 106
BK 12648 PG 396
BK 11275 PG 16
2, LOCUS IS ZONED AS "RS" AND IS SUBJECT TO THE
FOLLOWING ZONING REGULATIONS:
MIN. LOT AREA — 15,500 S.F.
MIN. LOT FRONTAGE — 125 FT.
MIN. FRONT SETBACK — 30 FT
MIN. SIDE SETBACK — 15 FT.
MIN. REAR SETBACK — 15 FT.
MAX. BUILDING HT — 2.5 STORIES (40 FT.)
J. AREA IS LOCATED IN FLOOD ZONE AREA "C" — AREA OF
MINIMAL FLOODING ACCORDING TO THE FEDERAL EMERGENCY
MAPPING AGENCY COMMUNITY PANEL NUMBER 250198 0005C r
EFFECTIVE DATE: SEPTEMBER 30, 1883.
4. CONTOURS AND ELEVATIONS SHOWN ON THIS PLAN ARE
BASED ON NGVD 1929 AS RELATED TO PUBLISHED
BENCHMARK DATA PROVIDED BY THE MASSACHUSETTS
GEODETIC SURVEY. BENCHMARK DESIGNATED AS "NGS 54U"
WAS RECOVERED FOR USE IN THIS PROJECT' BENCHMARK IS`
LOCATED ON THE NORTHERLY SIDELINE OF MASS AVENUE
AND HAS AN ELEVATION OF 312:59'.
5. THIS PLAN IS A RESULT OF AN ON— THE — GROUND SURVEY,
PERFORMED BY THIS FIRM BETWEEN 08110101 AND
08/15/01.
6. EXISTING SEWER EASEMENT INFORMATION CONTAINED ON
PLAN ENTITLED 'PLAN AND PROFILE OF SEWER IN LEXINGTON, s
MA" SCALE 1`_-40' DATED: NOV. 25, 1974, REVISED DEC. 13,
1974. PLAN IS ON FILE AT LEXINGTON SEWER DEPT.
LEGEND
— •— • —• —•—
— CHAIN LINK FENCE
EOP
— EDGE OF PAVEMENT
— SIGN
+ 130.5
— SPOT GRADE
Q
— CATCH BASIN / MAILBOX
— DRAIN MANHOLE
Q?
— UNKNOWN MANHOLE
— SEWER MANHOLE
®
— WATER MANHOLE
D4
— WATER VALVE
P4
— GAS VALVE
(E)
— ELECTRIC MANHOLE
pCB /OH
— CONCRETE BOUND WITH DRILL HOLE
_f_y_,` �
— TREE LINE
D
— SUBSURFACE STORM DRAIN LINE
G
— SUBSURFACE GAS LINE
S
— SUBSURFACE SEWER LINE
E
— SUBSURFACE ELECTRIC LINE
W
— SUBSURFACE WATER LINE
R =XXX
— RIM ELEVATION
T =XXX
— TROUGH ELEVATION (FLOW LINE)
INV =XXX
— INVERT ELEVATION
COLAN TON 10 z
ENGINEERS AND SCIENTISTS
Tel: 508 - 230 -9969 45 Eastman Street —
Fax: 508-230-9979 South- :Easton; MA O:
TI TLE:
EXISTING CONDITIONS
DEFINITIVE SUBDIVISON
AARON ROAD
LEXINGTON, MA
OWNER /APPLICANT:
NEW ENGLAND
CONSTRUCTION CORPORATION
405 WALTHAM STREET
LEXINGTON, MA
02421
DATE: OCTOBER 10, 2001
FIELD: RXB /DZJ
CHECK: SPD
DRAWN: MLB
SCALE: 1"=40'
JOB NO.: 40 -21
DWG NO.: 40- 21EC2.dwg SHEET tC2 OF C10
40 20 0 FEET 40 80
10 5 6 METERS. 10 20