HomeMy WebLinkAboutSD-360-9c,
r
1
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I�
l x 't I I I 2 NO. 6/F
o I 1 I ^EASEMEI T 2
TBM SPIKE SET I I I 5,815±S.F. I I
1' UP IN UP 9/11
ELEV = 180.03
0 L
z LEACHING CB WITH
O BEEHIVE GRATE
x I I I W RIM =174.3
I � I
m
% LOT 1
DRAIN
EASEMENT �''''
z I, T 2,453±S.7. I
i
a OUTLET
I
UP 9/10 LL ili INV= 175.46
CB n 2
R M o - 177.70 Z 87 DIP _. M a' (� NO N0. 2 2
(E�IN= 175.4 g ( O
N= 1 U U
, a 75.25 \ > �
N INV.= 175.20 m 1 - ? " \
v00 W ONE
ONE RET. WALL--fl
.01, 7' G
DI CB 2 °I o' S 75'17'30" W SS
_15 DIP GRAN. CURB _
ISMH i I CB DMH 2
+ — T— E — �D
o —
+ I
N PVC °o J
DMH 1
12'DIP _ _ 8 °PVC WATER _ _ —
EXISTING DMH wG - A GRAN. CURB
1� CB 3
'v SS
W CB 1 TONE RET. WALL 5' BIT. SIDEWALK�-
1 i N 75' 17'30' E 60.94'
I // n� oo ,
190 u17
im
:m
12" RCP
175
8" GATE VALVE
6' X8° INCREASER �,
6' WATER _/��IXi
170
8' SEWER
SUBDIVIS10N
165
0 +00
LOT 7 2 ST. W/F /
NO. 8
ACCESS 2 ST. W/F
NO. 10
U EASEMENT
LOT 1 1 405±S.F.
N
�a N
S, SS 80 R=60.00. Ov
WS _F O0 / cc 52.5'
T SS
G \ GvRg 6' /T
G
\ SMH 3
,y�`•° �N• CURB
\ �s9
CB 6
cv
JG
o J J 8 PLANTING
° rn ( '8s ss ISLAND
% 1
--59
r
P
L� SATQ� CB 5
DMH 3 i
56' --
/ f� 00'
SMH 2
\ DRAIN
EASEMENT 3
4 4k R�12� o 547 ±S.F.66
L� \
WS Z'
E \
ss
CB \ ( x• /
RIM = 182.41
LOT 12 *0 2 ST. W/F
NO. 5
�� i
2 ST W/F 15' WATER EASEMENT
NO. 51 TO8 HAS ELLESTREET) I I LOT 2
SCALE: 1 IN =20FT
0 +25 0 +50 0 +75 1 +00 +25 1 +50 +75
PROFILE
V GI\ 1 . 1 11" —'ri 1
WS
1 AYD
WIT!
SS \
\ E 39.5' 3j.9,
SS
LANDSCAP
WS EASEMENT
WG 649 ±S.F.
T G
rn
N
rn
l
ACCESS \
EASEMENT (:PQ
757±S.F. '(5
/ LOT 3
l� 2 ST. W/F
NO. 7
2 +00 +25 2 +50 +75
Jtuu
2 ST. W/F
NO. 11
>6.4•
lh
4
mi�J
I'C'I.
ELI
:l
'5
7
J
LL!
0
J
s NM
J
o
0
fo�
O
LEGEND:
BIT. BITUMINOUS 1.) TOPOGRAPHY AND SITE DETAIL OBTAINED
C CABLE BOX BY INSTRUMENT SURVEY.
CB CATCH BASIN 2.) UNDERGROUND UTILITIES LOCATIONS
CONC. CONCRETE PLOTTED FROM CONTRACTORS FIELD NOTES.
DIP DUCTILE IRON PIPE SURFACE FEATURES BY SURVEY.
DMH DRAIN MANHOLE 3.) ELEVATION REFER TO TOWN OF LEXINGTON
E ELECTRIC PULL BOX SEWER DATUM.
GRAN. GRANITE CURB 4.) FOR REFERENCE PLANS SEE "DEFINITIVE
HYD. HYDRANT SUBDIVISION PLAN OF WINSHIP COMMON"
INV. INVERT DATED 9- 19 -95, SHEETS 1 -9.
} MB MAIL BOX
PVC POLYVINYL CHLORIDE PIPE SDR 35
RCP REINFORCED CONCRETE CLASS IV
S SLOPE
SMH SEWER MANHOLE
SS SEWER SERVICE 6" PVC
T TELEPHONE BOX
TRANS TRANSFORMER
UP UTILITY POLE
WG WATER GATE
WS WATER SERVICE
■ 6 "X6 'X3.5' STONE BOUND WITH DRILL HOLE
• 5/8" IRON ROD
OWNER /APPLICANT: AS BUILT PLAN
MARK MOORE HOMES IN
LEXNGDTON, MA. STREET
02421 LEXINGTON, MASS
WINSHIP COMMON
LITCHFIELD IUD. STA. 0 +25 TO 3 +03
�
a FEET 0 10 20 40 60 80 100
t�� :�
3 ` CA4L METERS 0 5 10 20 30
SCALE: 1 IN.= 20 FT.
- NOONAN & MC DOWELL, INC.
SUITE 6, 25 BRIDGE STREET
BILLERICA, MASS.
JOB NO. 13501 FAB R-Z -40 �SEPTEMBER 2,1998 JOB NO. 1350.1 F SHEET NO. 1 OF 1
z
C)
U
x
N
O
Ld N
oC6o0;
+,nun
�I-cO p
h h
°0•
=n
195 vii
�nu
zz m ��?
:>
190 u17
im
:m
12" RCP
175
8" GATE VALVE
6' X8° INCREASER �,
6' WATER _/��IXi
170
8' SEWER
SUBDIVIS10N
165
0 +00
LOT 7 2 ST. W/F /
NO. 8
ACCESS 2 ST. W/F
NO. 10
U EASEMENT
LOT 1 1 405±S.F.
N
�a N
S, SS 80 R=60.00. Ov
WS _F O0 / cc 52.5'
T SS
G \ GvRg 6' /T
G
\ SMH 3
,y�`•° �N• CURB
\ �s9
CB 6
cv
JG
o J J 8 PLANTING
° rn ( '8s ss ISLAND
% 1
--59
r
P
L� SATQ� CB 5
DMH 3 i
56' --
/ f� 00'
SMH 2
\ DRAIN
EASEMENT 3
4 4k R�12� o 547 ±S.F.66
L� \
WS Z'
E \
ss
CB \ ( x• /
RIM = 182.41
LOT 12 *0 2 ST. W/F
NO. 5
�� i
2 ST W/F 15' WATER EASEMENT
NO. 51 TO8 HAS ELLESTREET) I I LOT 2
SCALE: 1 IN =20FT
0 +25 0 +50 0 +75 1 +00 +25 1 +50 +75
PROFILE
V GI\ 1 . 1 11" —'ri 1
WS
1 AYD
WIT!
SS \
\ E 39.5' 3j.9,
SS
LANDSCAP
WS EASEMENT
WG 649 ±S.F.
T G
rn
N
rn
l
ACCESS \
EASEMENT (:PQ
757±S.F. '(5
/ LOT 3
l� 2 ST. W/F
NO. 7
2 +00 +25 2 +50 +75
Jtuu
2 ST. W/F
NO. 11
>6.4•
lh
4
mi�J
I'C'I.
ELI
:l
'5
7
J
LL!
0
J
s NM
J
o
0
fo�
O
LEGEND:
BIT. BITUMINOUS 1.) TOPOGRAPHY AND SITE DETAIL OBTAINED
C CABLE BOX BY INSTRUMENT SURVEY.
CB CATCH BASIN 2.) UNDERGROUND UTILITIES LOCATIONS
CONC. CONCRETE PLOTTED FROM CONTRACTORS FIELD NOTES.
DIP DUCTILE IRON PIPE SURFACE FEATURES BY SURVEY.
DMH DRAIN MANHOLE 3.) ELEVATION REFER TO TOWN OF LEXINGTON
E ELECTRIC PULL BOX SEWER DATUM.
GRAN. GRANITE CURB 4.) FOR REFERENCE PLANS SEE "DEFINITIVE
HYD. HYDRANT SUBDIVISION PLAN OF WINSHIP COMMON"
INV. INVERT DATED 9- 19 -95, SHEETS 1 -9.
} MB MAIL BOX
PVC POLYVINYL CHLORIDE PIPE SDR 35
RCP REINFORCED CONCRETE CLASS IV
S SLOPE
SMH SEWER MANHOLE
SS SEWER SERVICE 6" PVC
T TELEPHONE BOX
TRANS TRANSFORMER
UP UTILITY POLE
WG WATER GATE
WS WATER SERVICE
■ 6 "X6 'X3.5' STONE BOUND WITH DRILL HOLE
• 5/8" IRON ROD
OWNER /APPLICANT: AS BUILT PLAN
MARK MOORE HOMES IN
LEXNGDTON, MA. STREET
02421 LEXINGTON, MASS
WINSHIP COMMON
LITCHFIELD IUD. STA. 0 +25 TO 3 +03
�
a FEET 0 10 20 40 60 80 100
t�� :�
3 ` CA4L METERS 0 5 10 20 30
SCALE: 1 IN.= 20 FT.
- NOONAN & MC DOWELL, INC.
SUITE 6, 25 BRIDGE STREET
BILLERICA, MASS.
JOB NO. 13501 FAB R-Z -40 �SEPTEMBER 2,1998 JOB NO. 1350.1 F SHEET NO. 1 OF 1