HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 17 Dwg CE-11rn
M
of
0
La
a
LJ
a
0
N
N
✓I I
�1 I
16 "\
r' 130.14
�"NfY
N 537600
130.18
135
IM
Tn
Z
O
1-
Q
w
J
L''1 125
120
13�
.74
+1
H25LVM
m
TP -M1 PLAN
SCALE: 1"=30'
138.22
BOSTON EDISON
40' POLE 16 -50
ASS 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
132.12 to
w
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
Iw4l
N
Z
O
h=
w
J
125 w
120
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
1g 0 153.08 CHAt LoNK FEN52.80
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 75% o AD1150.5
151.52 +_' '0 p,R_\ 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
150.57 BOSTON EDISON POLE 16/44
150.62 WITH TRANSFORMER
TP -M2 PLAN
SCALE: 1 " =30'
155
150
N
Z
O
Q
>
W
J
W
145
lime
21
538000
o
SSMTII
SEE DRAWR
°ro
RIM= 133.85
NO. CE -15,
HARTWELL ROAD
�r
INV.IN =129.81
NOTE 2
N
S =.0014
INVOUT= 129.7s(ssMr12ON
DATE
DESCRIPTION
DRAWN
I APPVO
DEPARTMENT OF THE AIR
647 SPTG / CECE
HANSCOM AFB, MA. 01731
FORCE
BASE CIVIL ENGINEERING SQUADRON
N
537700
Lb
COORDINATION
NJ
-
CHIEF, DAN
5
CO N
M
°
N
SE
134.40�V
d
END NV PLNG BR
= V~i
CGMMUMCAMRS
N
A
rn
M
of
0
La
a
LJ
a
0
N
N
✓I I
�1 I
16 "\
r' 130.14
�"NfY
N 537600
130.18
135
IM
Tn
Z
O
1-
Q
w
J
L''1 125
120
13�
.74
+1
H25LVM
m
TP -M1 PLAN
SCALE: 1"=30'
138.22
BOSTON EDISON
40' POLE 16 -50
ASS 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
132.12 to
w
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
Iw4l
N
Z
O
h=
w
J
125 w
120
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
1g 0 153.08 CHAt LoNK FEN52.80
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 75% o AD1150.5
151.52 +_' '0 p,R_\ 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
150.57 BOSTON EDISON POLE 16/44
150.62 WITH TRANSFORMER
TP -M2 PLAN
SCALE: 1 " =30'
155
150
N
Z
O
Q
>
W
J
W
145
lime
21
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 171 _ -126 79
-�-U
SEWER MANHOLE
INV. = 116.44
RIM- Z
INV. =114.8 0
124.91 1 3
2 �m 12 93 - 1 2110 & 1110 GRID IN >
- S A I* PVC COATED J
V 8 VC CONDUIT w
p � ` o °n 20--
n
b 75\
125.01 °
�. - - - - -- _ APP X..... CO'-
\ N 533000 12 605
L
SEE NOTE 4 15
MP -M1 PLAN POLE o
SCALE: 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�',2�`'
SCALE: HOR. 1" =30'
VER. 1"=3'
MP -M1 PROFILE
SCALE: HOR. 1 " =30'
VER. 1"-3'
155
150
Z
O
J
W
145
140
130
125
0
Z
O
F
Q
w
J
w
120
115
I
EXISTING U TDOOR EXISTING DISTRIBUTION PANEL oI
PLYWOOD BACKBOARD
lam SEE DRAWING NO. SSMF4
y NOTE 3 s
SSM37 � RIM= 127,10
�� 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 GA3 �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 7.20 Ftj� �T M4(v� METERS IN THIS
�rqf� 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 _ AAO 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) 127.64 127.40
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 In
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
-- - -TP -M3 TP -M4- - - - - -\
" -6klea ��TP -M3 AND TP -M4 PROFILE'%
A> °L`'p SCALE: HOR. 1" =30' a
1a11a1C+5 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
�yGINEE�
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
COORDINATION
NJ
-
CHIEF, DAN
CO N
M
°
N
SE
(n v ) Tn�
't `
d
END NV PLNG BR
= V~i
CGMMUMCAMRS
CONSTRUCTION MGT
W m W
CORROSION CTRL
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 171 _ -126 79
-�-U
SEWER MANHOLE
INV. = 116.44
RIM- Z
INV. =114.8 0
124.91 1 3
2 �m 12 93 - 1 2110 & 1110 GRID IN >
- S A I* PVC COATED J
V 8 VC CONDUIT w
p � ` o °n 20--
n
b 75\
125.01 °
�. - - - - -- _ APP X..... CO'-
\ N 533000 12 605
L
SEE NOTE 4 15
MP -M1 PLAN POLE o
SCALE: 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�',2�`'
SCALE: HOR. 1" =30'
VER. 1"=3'
MP -M1 PROFILE
SCALE: HOR. 1 " =30'
VER. 1"-3'
155
150
Z
O
J
W
145
140
130
125
0
Z
O
F
Q
w
J
w
120
115
I
EXISTING U TDOOR EXISTING DISTRIBUTION PANEL oI
PLYWOOD BACKBOARD
lam SEE DRAWING NO. SSMF4
y NOTE 3 s
SSM37 � RIM= 127,10
�� 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 GA3 �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 7.20 Ftj� �T M4(v� METERS IN THIS
�rqf� 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 _ AAO 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) 127.64 127.40
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 In
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
-- - -TP -M3 TP -M4- - - - - -\
" -6klea ��TP -M3 AND TP -M4 PROFILE'%
A> °L`'p SCALE: HOR. 1" =30' a
1a11a1C+5 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
�yGINEE�
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
COORDINATION
SAFETY
-
CHIEF, DAN
METER LOCATION PLANS AND PROFILES - PART 1
SE
CONTRACT PROGRAM.
CHIEF, NG SECT. CHIEF.
END NV PLNG BR
BASE CML ENGINEER
CGMMUMCAMRS
CONSTRUCTION MGT
FIRE CHIEF
CORROSION CTRL
ARCMTECT
LIME ENGINEER '5e[A
DATE 12 AUGUST 1993
-
i
MEDICAL
ENMRONMENTAL
ELECTRICAL ENO WSR
MECHANICAL ENG
- --
SCALE AS NO1 FU
-
-
USING AGENCY
ENERGY CORSERV.
STRUCTURAL ENO
DRAWN BY ROB
MXRD92 - -00 )
PROJECT NUMBER_
NCOIC . DRAFTING
VAULT FXE MIMRER
srFcr 17 I
-- _ -- -