HomeMy WebLinkAboutCON-79ANkJllj nalsmoo
s
O 40'w
O24' P.
P. w
O 24 "OAK
O 16'w. P,
ore "w -F
Q 12 w_R
O 12 "(-H.
r`
1'
4 °w. l?
036 Q 2
'W P
LIGHT
1
POLE °
BE 4X2
Y
PUMP 5TA.
EDGE OF
glr. PAVEMENT
4 OFF EDGE OF PVMT,
PARKING LOT
r
GONG.
RETAINING
WALL
CONC. PAD
EDGE OF
—° BIT. PAVEMENT
(D0 /)ED
LEGEND-
A. C.
AS13ES`0' C— E`U;-.JT
o DAVID
F A
PV..C.
POLYViMYLCHLOC!0E
R.C.P
REINFORCED G, C =E E P!PF
D. 1,
U i'.;TILE IRON
FM-
rORCF MAIN
PV M L
I-=A VEM EN T
- -W -- -
VrATER MAIN
- - "-'K-
WATER VALVE
O SMH
SAhi l T-A-4 � MANI -40L'
c^
CO IAA H
DRAiQAGE MANHOLE
0 u.e
urlu -Y POLE
4
4 OFF EDGE OF PVMT,
PARKING LOT
r
GONG.
RETAINING
WALL
CONC. PAD
EDGE OF
—° BIT. PAVEMENT
(D0 /)ED
19C
192
188
184
PLAN SCALE' =20'
DUNFEY- SHERATON —SMH
MOTOR }NN RIM= 208.18
PLUG EXISTING OUTLET WITH
CONc. WHEN N SERVE E SEWER SYSTcM
L` 1 \6.,
�R
�T
Q�
IOx 10 dLD6 °
�v
F
VOS EXISTING SMH
57A.4 +70
l2 R.C.P DRAIN
�DMH
I B.M. RIM= 206.82
I
At 2 R.C. P I
DRAIN -
+a raIT. CURB
EMERAL
EDGE OF
BIT. PAVEMENT
WOOD GUARD RAIL
N OT E5
1) LOCATJONS OF UTILITIES HAVE BEEN PLOTTED FROM THE BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED.
2.) ADDITIONAL DETAJI_ DRAVVWGS ARE BOUND IN THE BACK OF
THE SPECIFICATIONS.
3.) STATE HIGHWAY BOUNDS SHALL NOT BE DISTURSED,
4.) MARRETT RD.(ROU E 2A) 15 A STATE HIGHWAY. ALL WORK
WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY
wirH THE REQUIREMENTS OF THE STATE D, P W.
5 -) THE CONTRACTOR SHALL MAINTAIN SEWAGE FLOWS AT ALL
TIMES DURING CONSTRUCTION.
�.) CONNECTIONS TO EXIST"fMG SANITARY MANHOLES SHALL
INCLUDE RESHAPING INVERTS AND SEALING MANHOLE WALLS
7) THE FORCE MAIN SHALL BE INSTALLED WITHOUT THE CREATION
OF HIGH OR LOW POINTS AND SHALL SLOPE UPWARD FROM
THE PUMP STATION TO FORtBES ROAD.
n 7. / 1 7 /) A, !1 C. r1
O
C) t-6
LEGEND-
A. C.
AS13ES`0' C— E`U;-.JT
o DAVID
F A
PV..C.
POLYViMYLCHLOC!0E
R.C.P
REINFORCED G, C =E E P!PF
D. 1,
U i'.;TILE IRON
FM-
rORCF MAIN
PV M L
I-=A VEM EN T
- -W -- -
VrATER MAIN
- - "-'K-
WATER VALVE
O SMH
SAhi l T-A-4 � MANI -40L'
CO IAA H
DRAiQAGE MANHOLE
0 u.e
urlu -Y POLE
208
o I_f? FNO,
IRON PUJ FOUND
o S.8- F'ND
STONE BOUNC FOUND
oMH8 FND.
MASSACHUSETT 14{I_,,�qVVA{
=O:Jt D FOUND
204
-T5.
TRAFFIC 516N
-
WOOD LINE
EDGE OF BITUMINO "'S
PAVEMENT
200
19C
192
188
184
PLAN SCALE' =20'
DUNFEY- SHERATON —SMH
MOTOR }NN RIM= 208.18
PLUG EXISTING OUTLET WITH
CONc. WHEN N SERVE E SEWER SYSTcM
L` 1 \6.,
�R
�T
Q�
IOx 10 dLD6 °
�v
F
VOS EXISTING SMH
57A.4 +70
l2 R.C.P DRAIN
�DMH
I B.M. RIM= 206.82
I
At 2 R.C. P I
DRAIN -
+a raIT. CURB
EMERAL
EDGE OF
BIT. PAVEMENT
WOOD GUARD RAIL
N OT E5
1) LOCATJONS OF UTILITIES HAVE BEEN PLOTTED FROM THE BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED.
2.) ADDITIONAL DETAJI_ DRAVVWGS ARE BOUND IN THE BACK OF
THE SPECIFICATIONS.
3.) STATE HIGHWAY BOUNDS SHALL NOT BE DISTURSED,
4.) MARRETT RD.(ROU E 2A) 15 A STATE HIGHWAY. ALL WORK
WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY
wirH THE REQUIREMENTS OF THE STATE D, P W.
5 -) THE CONTRACTOR SHALL MAINTAIN SEWAGE FLOWS AT ALL
TIMES DURING CONSTRUCTION.
�.) CONNECTIONS TO EXIST"fMG SANITARY MANHOLES SHALL
INCLUDE RESHAPING INVERTS AND SEALING MANHOLE WALLS
7) THE FORCE MAIN SHALL BE INSTALLED WITHOUT THE CREATION
OF HIGH OR LOW POINTS AND SHALL SLOPE UPWARD FROM
THE PUMP STATION TO FORtBES ROAD.
n 7. / 1 7 /) A, !1 C. r1
O
C) t-6
�L(N 0 F M � 744i
3 a
-�-
O ;�
o DAVID
F A
DUNCAN
niz
^OV4L
208
204
20C
196
192
188
184