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GQ
UA
� �� 2s
X26 L. F
l 'F 44
S�FFT �cF<is
518" IR. W /CA
SET 0.1' A.G.
LOT 189
NOW OR FORMERLY
JAMES M. & CHRIS77N COA
10 DENVER STREET
DMH 3
R!M= 249.09
NV =245.0t(CB
INV. =245. !-± CB;
INV.OUT 245.0-+
INV
0
0
M
U
m
125.00'
EXISTING DRY WELL
a o
LOT 1908
NOW OR FORMERLY
EXISTING LLG AUGUSTO C. & ROSA TEIXEIRA
BELLFLOWER STREET
i-W /CAP c
SET O.-l' A.G. j
125.00'
RIM = 252.15 1 T C TEC TEc
INV = 238.6.1 0
INV. OUT= 238.Sf(� 0 -5 o 'r E
WERS 2 8 S S
3 _ D g_
W n -i2fl' a, 91 2tC) _
p �P / i
�Yy o s o
® v- DI ✓H. #4 GRASS -
RIM= 248.87
j� �7 pj �P [Y �T INV. =245.2±
y� NOTE 7dd ds 1 V V is j' �7 T
I/7 LOT 253
NOW OR FORMERLY
(� DMH H HUGH M. & ILZE M. OLMSTED LOT 188
D �G RIM= 257.21 136 CEDAR STREET NOW OR FORMERLY LOT 187('
NV =2422-+
a GEORGE T. &JANET G. ATHENS NOW OR FORMERLY
c el`i� `' 7 DENVER STREET GEORGE T. & JANET G. ATH
IDENVER STREET
1 PLAN:
SCALE. l--40'
FEET An n l2n An Q 1,
Fos",
6" WA TER
MAIN
EXIST. SMH F STA. - 0-1-7, 7.L.d
RIM - 251.81
Q4
INV IN= 238.59(SMH M)
N2
INV IN= 238.59(SMH J)�"
EXISTING CATCH BASIN
1N IN= 238.52(SMH K)
ai
INV.OUT= 23850(SMH I)
EXISTING WATER GATE
E,i
RL
IN
IN
IN
IN
n
n
METERS 0 10 20
[del
Cfi]
VH J
✓l= 251.96
V.= 241.3±
/i
(PRIVATE - * , WDE
zZ �y
zZ c>
O
A�
N2
❑
EXISTING CATCH BASIN
fJ
EXISTING UTILITY POLE
EXISTING WATER GATE
c 0 518" IR. W /CAP
SET 0.4' A.G.
ST. DMH
H, STA.
- 0+24
27'R
❑
EXISTING CATCH BASIN
fJ
EXISTING UTILITY POLE
EXISTING WATER GATE
W S. 0
EXISTING WATER SERVICE
GGO
EXISTING GAS GATE
OHW
= 251.21
D
IN= 246.77(DMH
S
)
W
EXISTING WATER MAIN
STONE WALL
Q
EXISTING FIRE HYDRANT
EXISTING BITUMINOUS CONCRETE BERM
RCP
REINFORCED CONCRETE PIPE
CLD1
IN= 242.18
CPP
CORRUGATED PLASTIC PIPE
EXISTING VERTICAL GRANITE CURB
4
EXISTING UTILITY POLE WITH LIGHT
CENTERLINE
S S
SEWER SERVICE
WS
WATER SERVICE
.JN =238.
±(DMH
4)
.OUT =24
.13
C8
2 STA.
+10.18
Rl
248.80
N
OUT =24
.3 ±(DM
3)
EXlS
UNG CC
ROA
WAY
`fT
I I
DMH #4
(SEE NO
TE 7)
a
O
i I A
Ro�l�
72 "CPP
RAIN
W
9"
CL.D jA
ON
O
12 "CPP
DRAIN
S
WER
EXIST
G
SERVICE
SEWS
__.
SERVI
E
NEW
SEWER
-
SER
WCE COA
NEC77
2N
_
EXIS
ING -
-
-
TO
LOCUS P
OPEAtY
SEW
R
DMH J
STA. 1-t93.66
SER
WCE
C-8
1 .STA.
17031
E
IST. SM,
J
RIM =2
9.09
M =251:
INV.. IN=
245.01(
132)
RI M=248.87
IN V _�
INV
BOUT =24
DATUM
ELEV
INV U
=245.0
(DMH H)
235.00
N
et
N
+�
N
N
N
N
N
N
N
0 +00 1 +00 2 +00
PROFILE:
SCALE. V
1" = 40'HOR.
2 0 2 4 8 VERT.
20 0 20 40 80 HOR.
3 +00
EXISTING
DWELLING
NO OR FORMERL
JANICE W BRYAN
BELLFLOWER STREET
- EXISTING
BRIDGE
FA. 3+16.40
ISMH K)
I
o
I
J
Ql
Q
t11*`���.elll
DWG. NO. 2197ASBT
BK.• 271 PG: 12
BENCHMARK DA TA:
A BENCHMARK: SPIKE IN
UP 117124 1.0' A.G
ELEVATION = 253.30
REWSIO!!S
A a n
80m.
1. TOPOGRAPHY DETAIL & SURFACE FEATURES DEPICTED ARE BASED ON A FIELD SURVEY BY
MERIDIAN ENGINEERING, INC. (MEI) ON MAY 27. 1998
2. ZONING DISTRICT IS RS
3 THE LOCUS PROPERTY IS DEPICTED AS LOT 190A ON TOWN OF LEXINGTON
ASSESSORS MAP 58.
4, ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM,
5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. MERIDIAN ENGINEERING, INC DOES NOT WARRANTY NOR
GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE
CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY
THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1- 800 - 344 -7233.
6, THE LOCATION OF WATER MAIN, WA77 R SERVICE, DRY WELL, T7 LEPHONE,
ELECTRICAL AND CABLE TV LINES HAS BEEN PROVIDED BY ROBERT E. PHELAN
OF DIAMOND WEST DEVELOPMENT CORPORATION.
7 THE APPROXIMATE LOCATION OF DRAIN MANHOLE DMH #4 HAS BEEN PROVIDED
ROBERT E PHELAN OF DIAMOND WEST CORPORATION.
8. THE EDGE OF BORDERING VEGETATED WETLANDS WERE DEMARCATED BY LELITO
ENVIRONMENTAL CONSULTANTS ON MARCH 31, 1992, APRIL 13, 1992 &
NOVEMBER 12, 1993 (APPROVED BY THE LEXINGTON CONSERVATION COMMISSION
ON MARCH 28, 1995.)
LEgaa
Q
EXISTING DRAIN MANHOLE
(S
EXISTING SEWER MANHOLE
❑
EXISTING CATCH BASIN
fJ
EXISTING UTILITY POLE
EXISTING WATER GATE
W S. 0
EXISTING WATER SERVICE
GGO
EXISTING GAS GATE
OHW
EXISTING OVERHEAD WIRES
D
EXISTING STORM DRAIN
S
EXISTING SANITARY SEWER
W
EXISTING WATER MAIN
STONE WALL
Q
EXISTING FIRE HYDRANT
EXISTING BITUMINOUS CONCRETE BERM
RCP
REINFORCED CONCRETE PIPE
CLD1
CEMENT LINED DUCTILE IRON
CPP
CORRUGATED PLASTIC PIPE
EXISTING VERTICAL GRANITE CURB
4
EXISTING UTILITY POLE WITH LIGHT
CENTERLINE
S S
SEWER SERVICE
WS
WATER SERVICE
EDGE OF BORDERING VEGETATED WETLA
PREPAM E
z APaBCA -
MAP 58, LOT 190A
PAUL A. PHELAN ROBERT E. PHELAN
152 REED STREET
MAP 58, LOT 190C LEXINGTON, MA. 02173
RICHARD G PHELAN
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