HomeMy WebLinkAboutSD-177-4! UU% 6U V.G. —�
PROFILE SCALE — HOR: I"= 4d VER? I " =4'
LOT 16
S,
-
E
R_47.40
E pS
G. WAYNE & N ATALIE MOSSY o
� w
t._ m
fw y
4D
No
m
p ELLEN ANDERSON
1
NOTE: SLOPE ON 36 DRAIN TO
BE FIELD ADJUSTED TO
CROSS OVER WATER MAIN
36' R.C. DRAIN
CLASS IV
tN �` C LEARANCE
ATER MAIN
POUR TWO CRETE PADS
ON UNDISTURBED GROUND
24 °x24 "x6" ONE ON EACH
SIDE OF WATER MAIN
SO THAT NO WEIGHT
IS ON WATER MAIN
DRAIN DETAIL
NO SCALE
190
m
O
-' LOT
15
O
to
06
OD =
C
O _ L =58.80
y
J1.
VO .
S PLOT
,LO GRASS
� L =61:61
1-
Zt0 R -
u)
M
EAISTA
wo To
d:
m� �(D
NO
<
it
RFMAI
REENS
LINE OF EVE 12 O.C.
PAC
R,23.O0
CONC
T HRUS
"GRANITE CU RING TI
EXISTI
8SPA 0 40`
BOT SIDES
WVID24"
WIDE EAS£M� POST s R ,L PExcE
BLOCKS v^
-moo
t-` \\ G
A. SE
LANDSCpP'ta
30
XI G
E�STi_N.w�
E 0 OF EYJ TING API
ft IN
�ti4
ROADWAY R =117
g ;ytDE PAVED WALK
SHEET 3 FOR
o \
2�5 4 yaP
~ Z r-
L = 1t2.�
SEE SMH
°--,
pf10GyA
-
CONSTRUCTION.
XM=
w Li U
..
LOT 16
S,
-
E
R_47.40
E pS
G. WAYNE & N ATALIE MOSSY o
� w
t._ m
fw y
4D
No
m
p ELLEN ANDERSON
1
NOTE: SLOPE ON 36 DRAIN TO
BE FIELD ADJUSTED TO
CROSS OVER WATER MAIN
36' R.C. DRAIN
CLASS IV
tN �` C LEARANCE
ATER MAIN
POUR TWO CRETE PADS
ON UNDISTURBED GROUND
24 °x24 "x6" ONE ON EACH
SIDE OF WATER MAIN
SO THAT NO WEIGHT
IS ON WATER MAIN
DRAIN DETAIL
NO SCALE
190
O
tin 0 1` F—
O
to
06
OD =
z
1-
Zt0 R -
u)
M
n, N
->
d:
m� �(D
NO
<
it
Z
> Li
Z
- Op
D -
~ Z r-
-
XM=
w Li U
F-Z
cli
O'3 cv
2i c0 N
F
'
T
u)
N
O�>
OD - O r�
0-.1
�>Z
U OD
ti +I-
!W
w
w
ti
m��
f(D
0 11
- Z—
a
— D —O
QQ�
a>
Z
��
/
�,,�'_
('-
U O�
QN(D
QxCr
(n
Cr-
CL. OD
180
it N
(D r
Z
� cn
- F- -
rn v7 x
to - N?
to Ir w
%
z "
z
u-
w
F-
ONCRET
HRUST
LOCK
-
��
<
i�'R.C.
E"D I TING
\
- - -- --
18
w
0
/36 "RC.
DRAIN S. =0002
��
N
CLASS IV
�
EXI
TIN __1
_
36 "pRl
f
y
wo
1
DRAI
p
E
o
z
170
w
E81
EXISTIN
8 `WATER MAIN
°R.C.
TAP&S
EEVE
N
DRAIN
WER
04
N
� o��
- CV - N
CON
BETE PAD
r*}i
Nt:rr`
m . °>
0
U ZZ
n�Z (V
O
z i. W w
- u O
Mf,
O
to
IDI
ZZ
U O
"
~
Cd
CC)
CD
t
�
OD
Y)
3Z
- ti
ti
N-
—
ASE =
�"�0 —°"'N
zc N
c�
U
160
0
i 2 3-
4
¢09 BERM
1.00% 1 5CI V C. 5.00% --
sT
� y
x N
O a
NOTE S.
[� o n 1 5
GRASS ISLANDS ON CUL-DE -SAC (\ I6� 00
TO BE LANDSCAPED WITH 6" OF ° L�
GOOD QUALITY WOODCHIPS AND
BE BRANCH SPREAD COVERED 400/D _
BY LOW GROWING EVERGREENS tJ'yi a
BERNARD & CHARNA E_ LEVINE� ERr� a ' w!
IV' INV,_,z3.3I t ANDSCAP
ISLAND p.9�
ROADWAY R =3000 r
m ASEMENT U46.29 ® 6,
w �°I O L =49.37 10.00 100.86 R= 396.94 ro
r
S.B. GRASS PLOT 9 v
—A,N `23.00 n �.
` zo ms
�
5 pj �° 4 c A °z I 1 �m p o.M.R. 24 EX 7(NC
G' r P✓
zE' N
R + JL N 2
m PROP( SD ° C. LDA. WATER MAIN O
M
I OUS
It
,�.."C B I — �c. ROPOSED C.S. Gp. Q�
`„'fh ! =..o I.� ; fev�ira.so GRASS PLOT 2 s-
-10 6
FY N z
Iw `;< 99.62 'sB- R= 346:34 23y
t D z w ^� L =43.61 Se ry� R =370D0 2
K o i l ` ROADWAY r/ \,t �q lF
Z o Z EASEMENT SANDRA H. MACEY Za OPEN L�N
m , �� m� LOT 20
t z ?
N MEAD CI LE f
IT N
R=80.00
L =26.82
BENCH MARK RNOITIVE SUBDIVIS1
RIM OF SEWER MANHOLE IN CENTER
OF EMERSON ROAD AT INTERSECTION
OF MEAD CIRCLE
DATUM: TOWN OF LEXINGTON LEXINGTON, MASS,
ELEVATION = 176.70
EXISTING RIGHT SIDELINE —
EXISTING CENTERLINE --
EXISTING LEFTSIDELINE - --
PROPOSED CENTERLINE
CATCH BASIN & MANHOLE c.a
STONE BOUND TO BESET
DEVELOPER -
OSCARCORMIER
c/o PARKWOOD ESTATES REALTY INC.
28 CRAIG LANE
WALTHAM, MASS. 02154