HomeMy WebLinkAboutSD-97-4NOTES
1.) "IN ACCORDANCE WITH A COVENANT DATED MAY 10, 1989 AND RECORDED HEREWITH."
2.) " IN ACCORDANCE WITH A CERTIFICATE OF ACTION, JAN. 12 , 1989, AND RECORDED
HEREWITH."
3.) "IN ACCORDANCE WITH A SPECIAL PERMIT DATED FEB. 2 , 1989 AND RECORDED HEREWITH."
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 .
APPROVED s
LEXINGTON PLANNING BOARD
OIXTE
N/F
PRIEST
N/F
LIBERMAN
N/F
PU TNAM
I , CLERK OF THE TOWN OF LEXINGTON MASS.
HEREBY CERTIFY THAT THE NOTICE OF APPROVAL
OF THIS PLAN BY THE LEXINGTON 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,
L
DA E TOWN CLERK
N/F
HOCKADAY
N/F
KANTROWITZ
STONE WALL
fOP ELEV. = 304.00
BOT. ELEV. = 299.00
S 1 /o�.`
OF W9A� -, . gyp`
STONE WALL
)P ELEV. = 285.50
)T ELEV. = 283.00
N/F
SAUDEF I
D 0 R H A Mll
CB TO DMH
N/F
TOWN OF
LEX1NG? >i4`
r
APPROXIMATE LOCATION OF REPORTED SPRING
TO BE INSPECTED ON DA9LY BASIS DURING CONSTRUCTION,
IF EXCESSIVE WATER FLOW IS OBSERVED FROM SPRING
REMEDIAL ACTION WILL BE TAKEN.
-4OE
N/F
BUCKLEY
N/F
ST. GEORGE
N/F
COLLARD
STONE WALL
TOP ELEV = 303.00
BOT. ELEV. = 298.00
TOP ELEV = 298.00
BOT. ELEV. = 294.00
STONE WALL
TOP ELEV. = 287.00
BOT ELEV. = 283.50
_f PATH TO BE DETERMINED
AND SET IN FIELD
PROP RIPRAP
CLEAN UP EXIST. END OF CULVERT. SUBJECT TO APPROVAL OF CURRENT OWNER.
- -
L EDGE OF R 0 _ A
$I CNK
O. G PAVEMENT
2rerm FBI
BIT. CONIC
CLF.
CON C.
DMH
HYD.
OHW.
RCP
ROW
SMH
UP
WG.
m
DEVELOPMENT DATA
BITUMINOUS CONCRETE
CHAIN LINK FENCE
CONCRETE
DRAIN MANHOLE
HYDRANT
OVERHEAD WIRE
REINFORCED CONCRETE PIPE
RIGHT OF WAY
SEWER MANHOLE
UTILITY POLE
WATER GATE
USABLE OPEN SPACE (0 -10 %SLOPE)
RECORD OW
OTIS S. BROWN
ONE MILITIA DRIVE
LEXINGTON, MASS.
REFERENCES:
MIDDLESEX REGISTRY OF DEEDS
SOUTH DISTRICT
DOCUMENT NO. 690, DEC. 30, 1986
TOTAL LAND AREA 160,532±;
DEVELOPMENT SITE AREA 160,532±
COMMON OPEN SPACE 41,700 t;
ESTIMATED TOTAL IMPERVIOUS COVERAGE 32,100t S.
ESTIMATED SITE COVERAGE OF BUILDINGS 15,000¢ S.
COMMON OPEN SPACE UNDER 10% AVAILABLE 35,400t S.
COMMON OPEN SPACE UNDER 10% REQUIRED 24,500* S.
PROPOSED SITE IMPERVIOUS COVERAGE 29,710 ±S.
282aj B 4RT - -�SMH UTILITY NOTE
IL CONVERT EXIST. STRUCTURE TO CS IF FOUND ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
LIMIT OF WORK AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE
OVERLAY EXISTING PAVEMENT WITH NEW TOP COURSE FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKRLLING., GRADING,
C° EXGDEALF MAT EXISTING GRADES REQUIREMENTS. WORK. PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY COMPANIES, PUBLIC. AND
PRIVATE, MUST BE CONTRACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT
BEGIN VERTICAL SHOWN ON THIS PLAN SEE CHAPTER 370, ACTS OF 1963 MASS. GENERAL LAWS. WE
GRANITE CURB ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES
OMITTED OR INACCURATELY SHOWN. BEFORE PLANNINING FUTURE CONNECTIONS,
N /9F THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPARTMENT MUST BE 03NSULTED.
ARMSTRONG
SHEET 4 OF I I SHEETS
e
DWG. NO. 1468.25 JOB NO. 7. 2676 00
REVISED 12/14/88 REVISED 2/21/89
STONE WALL REVISIONS AT HILL STREET- R
UNITS 6 & 7 RELOCATED SIDEWALK
HYDRANT RELOCATED
REVISED 11/17/88
REPLACE SLOPED GRANITE CURB WITH
VERTICAL GRANITE CURBING
REVISED 5/5/89 UTILITIES
(20 %)
(MIDDLESEX COUNTY)
vo of 4 PREPARED FOR COi� LL /�R�
��s a. SCALE: 111® OCTOBER 7119E
coIRslN i THE DSC GROUP-BEDFORD INC.
Na. zteoe y
LAND SURVEYORS CIVIL ENGINEERS
IAND 18 NORTH ROAD BEDFORD, MAS
FEET 0 20 40 80 16
METERS 0 5 10 20 40