HomeMy WebLinkAboutRS-677N0.5
ASHINGTON
ST.
U.P • 108/2
WATER
SERVICE
N 0.20
ERCY RD.
N 0.24
PERCY
DRIVEWAY-.
I
BITUMINOUS MACADAM PAVEMENT s( EWE
kC. SEWER - -- MH WASHINGTON STREET
\ EXISTING 6 WATER MAIN W.G
STUB ' UP inR /T
i
PROFILE
/ 4 �
c
TOWN BENCH MARK:
ELEVATION OF HYDRANT SPINDLE
EQUALS 275.25 FEET
NOTE: ALL UTILITIES MUST BE MARKED IN FIELD
PRIOR TO START OF CONSTRUCTION.
INDICATED LOCATION OF UTILITIES ARE NOT EXACT.
ALL CONSTRUCTION PROCEDURES AND DETAILS TO MEET
TOWN OF LEXINGTON STANDARD SPECIFICATIONS
ROAD OPENING PERMIT TO BE OBTAINED FROM TOWN OF
LEXINGTON PRIOR TO START OF CONSTRUCTION
KL
NICK SANTOSU
S E W ER__.- E- X -T-EN -S1_0_
PLAN AND PROF'
�w SCALES: VER f o 2 4 6
H OR. O 20 40 60
� MILLER a NYLANI
A DIVISION OF BOSTON SURVEY
JUNE 6,1979
If I G ON, MP
0
0 100 I'` = 40'
.R Co.
NSULTANTS,INC.
SHEET I OF I
C. 7 7
0+0 1 +0
E
N0.5
ASHINGTON
ST.
U.P • 108/2
WATER
SERVICE
N 0.20
ERCY RD.
N 0.24
PERCY
DRIVEWAY-.
I
BITUMINOUS MACADAM PAVEMENT s( EWE
kC. SEWER - -- MH WASHINGTON STREET
\ EXISTING 6 WATER MAIN W.G
STUB ' UP inR /T
i
PROFILE
/ 4 �
c
TOWN BENCH MARK:
ELEVATION OF HYDRANT SPINDLE
EQUALS 275.25 FEET
NOTE: ALL UTILITIES MUST BE MARKED IN FIELD
PRIOR TO START OF CONSTRUCTION.
INDICATED LOCATION OF UTILITIES ARE NOT EXACT.
ALL CONSTRUCTION PROCEDURES AND DETAILS TO MEET
TOWN OF LEXINGTON STANDARD SPECIFICATIONS
ROAD OPENING PERMIT TO BE OBTAINED FROM TOWN OF
LEXINGTON PRIOR TO START OF CONSTRUCTION
KL
NICK SANTOSU
S E W ER__.- E- X -T-EN -S1_0_
PLAN AND PROF'
�w SCALES: VER f o 2 4 6
H OR. O 20 40 60
� MILLER a NYLANI
A DIVISION OF BOSTON SURVEY
JUNE 6,1979
If I G ON, MP
0
0 100 I'` = 40'
.R Co.
NSULTANTS,INC.
SHEET I OF I
C. 7 7
0+0 1 +0