HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 17 Dwg CE-1116 "\
H25L
r' 130.14
�"N
N 537600
138.22
BOSTON EDISON
40' POLE 16 -50
A SS WITH A 112.5KVA
1 6 38TRANSFORMER
3
CON 5.1
T72 u+
132.65
✓✓ =129.56(SS. T71)
BI T CONC.
PARKING LOT
° o
0
h
S SSM T26
RIM = 154.83
INV.(OUT)= 145.38
o
to
w 154.52 ` w h
154 SEE DRAWING NO. CE -15,
N 538100 s 153.14 NPTE 2 N 538100
1 g 0 153.08 CHAt Lo FEN 52.80
E CSTING 152 6 CHAIN LINK FENCE
S RVICE 2.,P0 P+ (UNDER
" CONSTRUCTION)
D OP 0 2" 152
2P 151.33
RIM= 150. TP -M2 °1 o
INK o AD 1 150.5
151.52 +_' ' p N''� �CONC`PA M � � s 150.29
51.03 150.63 149 .76 SSMT25(NOT ACCESSIBLE)
N 538000 150.34 0 RECORD RIM= 152.33
+ 150.79 RECORD INV = 145.20
150 BOSTON EDISON POLE 16/44
150.62 WITH TRANSFORMER
TP -M2 PLAN
SCALE: 1 " =30'
132.12 to
w
135
IM
Tn
Z
O
1-
Q
w
J
L '' 1 125
120
130.18
+1
13�
.74
m
TP -M1 PLAN
SCALE: 1"=30'
EXIST. PARKING
LOT SURFACE
6" PVC =.002
IN
IN
n�cN
N � N
w� w�
TP -M1
TP -M1 PROFILE
HOR. 1 " =30'
SCALE: VER. 1 " =3'
135
f 4lp
N
Z
O
h=
w
J
125 w
120
155
150
N
Z
O
Q
>
W
J
W
145
lime
538000
o
SSMTII
SEE DRAWR
° ro
RIM= 133.85
NO. CE -15,
HARTWELL ROAD
�r
INV.IN =129.81
NOTE 2
N
S =.0014
INV OUT= 129.7s(ssMr12
DATE
DESCRIPTION
DRAWN
I APPVO
DEPARTMENT OF THE AIR
647 SPTG / CECE
HANSCOM AFB, MA. 01731
FORCE
BASE CIVIL ENGINEERING SQUADRON
N
537700
Lb
COOR DINATION
NJ
-
CHIEF, DAN
5
CO N
M
°
N
SE
134.40�V
d
_ V
CONSTRUCTION MGT
N
A
16 "\
H25L
r' 130.14
�"N
N 537600
138.22
BOSTON EDISON
40' POLE 16 -50
A SS WITH A 112.5KVA
1 6 38TRANSFORMER
3
CON 5.1
T72 u+
132.65
✓✓ =129.56(SS. T71)
BI T CONC.
PARKING LOT
° o
0
h
S SSM T26
RIM = 154.83
INV.(OUT)= 145.38
o
to
w 154.52 ` w h
154 SEE DRAWING NO. CE -15,
N 538100 s 153.14 NPTE 2 N 538100
1 g 0 153.08 CHAt Lo FEN 52.80
E CSTING 152 6 CHAIN LINK FENCE
S RVICE 2.,P0 P+ (UNDER
" CONSTRUCTION)
D OP 0 2" 152
2P 151.33
RIM= 150. TP -M2 °1 o
INK o AD 1 150.5
151.52 +_' ' p N''� �CONC`PA M � � s 150.29
51.03 150.63 149 .76 SSMT25(NOT ACCESSIBLE)
N 538000 150.34 0 RECORD RIM= 152.33
+ 150.79 RECORD INV = 145.20
150 BOSTON EDISON POLE 16/44
150.62 WITH TRANSFORMER
TP -M2 PLAN
SCALE: 1 " =30'
132.12 to
w
135
IM
Tn
Z
O
1-
Q
w
J
L '' 1 125
120
130.18
+1
13�
.74
m
TP -M1 PLAN
SCALE: 1"=30'
EXIST. PARKING
LOT SURFACE
6" PVC =.002
IN
IN
n�cN
N � N
w� w�
TP -M1
TP -M1 PROFILE
HOR. 1 " =30'
SCALE: VER. 1 " =3'
135
f 4lp
N
Z
O
h=
w
J
125 w
120
155
150
N
Z
O
Q
>
W
J
W
145
lime
538000
GRANITE CURB
N
30
z 2 Z�= SELFRIDGE ST.
N 533700 �} 124.85 v v 1 .15
a 53-3100 EDGE BIT. CONC.
v 12 .89 PAVING -�
INVERT AND LOCA77ON N -
HAVE BEEN COMPILED a v� m2 ; SMH N 25
FROM RECORD DRAWINGS -- 1 cl;e F 1 7 1 _ -126 79
rn
M
of
0
La
a
LJ
a
0
N
N
✓I I
� I
-�
SEWER MANHOLE
INV. = 116.44
RIM- Z
INV. =114.8 0
124.91 1 3
2 � 12 93 - 1 2 & 1110 GRID IN >
- S A I PV COATED J
V 8 VC CONDUIT w
p � ` o ° 20--
n
b 75\
125.01 °
�. - - - - -- _ APP X..... CO'-
\ N 533000 12 605
L
SEE NOTE 4 15
MP -M1 PLAN POLE o
S 1"=30'
5' 0' 5' 10'
1 " =3'
25' 0' 25' 50 _ 75' 100' 125'
1 " =30' I I I I I F- I I
TP -M2``
TP -M2 PROFILE
SCALE: HOR. 1" =30'
VER. 1"=3'
MP -M1 PROFILE
SCALE: HOR. 1 " =30'
VER. 1"-3'
21
155
150
Z
O
J
W
145
140
130
125
0
Z
O
F
Q
w
J
w
120
115
I
EX ISTING U TDOOR EXISTING DISTRIBUTION PANEL oI
PLYWOOD BACKBOARD
lam SEE DRAWING NO. SSMF4
y NOTE 3 s
SSM37 � RIM= 127
�� c INVIN =11985
RIM= 126.92
o N
° 126.7 INVOUT =1 ?481(5.
INV.IN= 118.75 rn 3
INV.OUT =118.7 SSM18) 4 126 -64
N 536700 1 w
o N 126.
2 #10
IN A 1" PVC COATED
N GA �ANK ` E r Qy�� ��• CONDUIT, LENGTH
LID w c t T 127.02 APPROXIMATELY 110'
S F125.
BUMPER POST, TYP.
���Cp 27.02
1 Lc 10 MOUNT TWO FLOW
126.56 7 �T M4( METERS IN THIS
�r 1T 7.O 27 28 ENCLOSURE, ONE
F liy� FOR EACH MANHOLE
FSl` F vcF P- 3 4'DIA ME -4i.
6 d PIPE
N 536600 SSM18 _ AA o � 27 261
RIM = 127.37
INVlN= 118.t8(SSM17) 127.30 - -- `� �' -C
° o INV. IN= 119.1(SSMF4) � '
27.
IN V, D)
V.
IN V. IN = 119. 8(8 "P VC) 127.64 127.
w INV..OUT= 118.05
TP -M3 AND TP -M4 PLAN
130 SCALE: 1 " =30' 130
EXIST. STREET SURFACE --\ 7- EXIST. GROUND SUF"� ":E
125 125
0 1n
Z 1
O O
� F=
Q
J PC '4 Lj
w f,t
5 =.0035 120
120 10 "V.C. S =.002
a0 Q
O>
1151 zi_ W12 <I , - - ---
' 715
'P-M3 TP -M4- - - - - -\
" -6klea L- -M3 AND TP -M4 PROFILE'%
A °L `' p SCALE: HOR. 1" =30' a
1a11a1C+ VER. 1 " =3'
NOTES:
1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE AND TYPE OF SEWER
SEWER AT LOCATION OF METERING MANHOLES PRIOR TO ORDERING FABRICATION OF MANHOLES.
3. RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY RE- PAVING OR PROVIDING TOPSOIL,
SEED AND LOAM IN ACCORDANCE WITH SPECIFICATIONS.
F
�
1914
FAY, SPOFFORD 3 THORNOIKE, INC.
LEXINGTON, MA
EXIST. GROUND
SURFACE
HARTWELL ROAD
8" V.C.
S =.0014
REV
DATE
DESCRIPTION
DRAWN
I APPVO
DEPARTMENT OF THE AIR
647 SPTG / CECE
HANSCOM AFB, MA. 01731
FORCE
BASE CIVIL ENGINEERING SQUADRON
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
m
ry N
COOR DINATION
NJ
-
CHIEF, DAN
CO N
M
°
N
SE
(n v ) Tn�
't `
d
_ V
CONSTRUCTION MGT
CHIEF, NG SECT. CHIEF.
W m W
BASE CML ENGINEER
GRANITE CURB
N
30
z 2 Z�= SELFRIDGE ST.
N 533700 �} 124.85 v v 1 .15
a 53-3100 EDGE BIT. CONC.
v 12 .89 PAVING -�
INVERT AND LOCA77ON N -
HAVE BEEN COMPILED a v� m2 ; SMH N 25
FROM RECORD DRAWINGS -- 1 cl;e F 1 7 1 _ -126 79
rn
M
of
0
La
a
LJ
a
0
N
N
✓I I
� I
-�
SEWER MANHOLE
INV. = 116.44
RIM- Z
INV. =114.8 0
124.91 1 3
2 � 12 93 - 1 2 & 1110 GRID IN >
- S A I PV COATED J
V 8 VC CONDUIT w
p � ` o ° 20--
n
b 75\
125.01 °
�. - - - - -- _ APP X..... CO'-
\ N 533000 12 605
L
SEE NOTE 4 15
MP -M1 PLAN POLE o
S 1"=30'
5' 0' 5' 10'
1 " =3'
25' 0' 25' 50 _ 75' 100' 125'
1 " =30' I I I I I F- I I
TP -M2``
TP -M2 PROFILE
SCALE: HOR. 1" =30'
VER. 1"=3'
MP -M1 PROFILE
SCALE: HOR. 1 " =30'
VER. 1"-3'
21
155
150
Z
O
J
W
145
140
130
125
0
Z
O
F
Q
w
J
w
120
115
I
EX ISTING U TDOOR EXISTING DISTRIBUTION PANEL oI
PLYWOOD BACKBOARD
lam SEE DRAWING NO. SSMF4
y NOTE 3 s
SSM37 � RIM= 127
�� c INVIN =11985
RIM= 126.92
o N
° 126.7 INVOUT =1 ?481(5.
INV.IN= 118.75 rn 3
INV.OUT =118.7 SSM18) 4 126 -64
N 536700 1 w
o N 126.
2 #10
IN A 1" PVC COATED
N GA �ANK ` E r Qy�� ��• CONDUIT, LENGTH
LID w c t T 127.02 APPROXIMATELY 110'
S F125.
BUMPER POST, TYP.
���Cp 27.02
1 Lc 10 MOUNT TWO FLOW
126.56 7 �T M4( METERS IN THIS
�r 1T 7.O 27 28 ENCLOSURE, ONE
F liy� FOR EACH MANHOLE
FSl` F vcF P- 3 4'DIA ME -4i.
6 d PIPE
N 536600 SSM18 _ AA o � 27 261
RIM = 127.37
INVlN= 118.t8(SSM17) 127.30 - -- `� �' -C
° o INV. IN= 119.1(SSMF4) � '
27.
IN V, D)
V.
IN V. IN = 119. 8(8 "P VC) 127.64 127.
w INV..OUT= 118.05
TP -M3 AND TP -M4 PLAN
130 SCALE: 1 " =30' 130
EXIST. STREET SURFACE --\ 7- EXIST. GROUND SUF"� ":E
125 125
0 1n
Z 1
O O
� F=
Q
J PC '4 Lj
w f,t
5 =.0035 120
120 10 "V.C. S =.002
a0 Q
O>
1151 zi_ W12 <I , - - ---
' 715
'P-M3 TP -M4- - - - - -\
" -6klea L- -M3 AND TP -M4 PROFILE'%
A °L `' p SCALE: HOR. 1" =30' a
1a11a1C+ VER. 1 " =3'
NOTES:
1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE AND TYPE OF SEWER
SEWER AT LOCATION OF METERING MANHOLES PRIOR TO ORDERING FABRICATION OF MANHOLES.
3. RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY RE- PAVING OR PROVIDING TOPSOIL,
SEED AND LOAM IN ACCORDANCE WITH SPECIFICATIONS.
F
�
1914
FAY, SPOFFORD 3 THORNOIKE, INC.
LEXINGTON, MA
REV
DATE
DESCRIPTION
DRAWN
I APPVO
DEPARTMENT OF THE AIR
647 SPTG / CECE
HANSCOM AFB, MA. 01731
FORCE
BASE CIVIL ENGINEERING SQUADRON
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
DRAWING NO,
r r
U�111
am_
ELECTRICAL
COOR DINATION
SAFETY
-
CHIEF, DAN
METER LOCATION PLANS AND PROFILES - PART 1
SE
CONTRACT PROGRAM.
CGMMUMCAMRS
CONSTRUCTION MGT
CHIEF, NG SECT. CHIEF.
END NV PLNG BR
BASE CML ENGINEER
FIRE CHIEF
CORROSION CTRL
ARCMTECT
LIME ENGINEER '5e[A
DATE 12 AUGUST 1 993
-
i
MEDICAL
ENMRONMETNTAL
ELECTRICAL ENO WSIP
MECHANICAL ENG
- --
S CALE AS N O1 FU
-
-
USING AGENCY
ENERGY COfSERV.
STRUCTURAL ENO
DRAWN BY RO
MXRD92 - -00 )
PROJECT NU MBER_
NCOIC . DRAFTING
VAULT FXE MIMRER
srFcr 17 I
-- _ -- -