HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 18 Dwg CE-12I�
SSM314
RIM = 140.77
INV.IN= 137.14
537400 INV.OU T= 731.11
INSTALL CONDUIT H
UNDER EXISTING
CONCRETE SIDEWALK -
139.0
b
W
136.13
U� BUMPER
POST, TYP.
2 #10 & 1#10
GRD. IN A 1
143.05 1" PVC COATED
1 CONDUIT
143
SEE DRAWING
142.31 NO. CE -15,
NOTE 4
141.59
Q Q
0'
134.35 -
N 531300
138.
��\�. ` /
6.8 1 7.51
G®
138.85
139.23 139.27
1
V j
-
S
N 531200 SSM373
RIM = 738.68
INV.IN= 130.05
IN OUT = 130.01
145
140
N
M
N
M
N
m
0
fn
Z
O
Q 135
>
W
J
W
RIM = 140.29 w
93
190 IRIA
419.61
V�
HA -M1 PLAN
SCALE: 1"=30'
EXISTING GROUND
SURFACE
Z�f
NOTES:
1' 0' 1'
2' 3' 4' 5'
8" PVC S =.0037
00
O)
z " =1' -0"
i
�q• v
`U \mod• J 1 ,.
OT w ti
4 �3�r
145 °¢
140
U7
z
O
135 Q
>
W
J
W
130
130
SMH264
RIM= 133,02
INV. (IN) =121. 4(FR
INV. (IN)= 122.13(FR
INV (OUT) =1 1, 34 -
2 #10 & Q1
1 #10 GRID. rn
IN A 1"
PVC w
COATED 1 2.4 7
CONDUIT
C; V
4 5
7
135.59
1
135
U)
Z
O
Q 125
>
W
J
W
120
135
GROUND
V)
O
Q 135
W
J
W
13C
130
O
125 Q
>
W
J
W
125
EXISTING GROUND
SURFACE
NOTES:
1' 0' 1'
2' 3' 4' 5'
6' 7' 8' 9' 10'
1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
z " =1' -0"
10" AC
S =:0018
In
f-
X VJ=
8"
N
10" VC
=
c
I
d
115 115
HA -M2
to
HA -M2 PROFIL
SCALE: HOR. 1 " =30'
VERT. 10--3' P"
L
NOTES:
1' 0' 1'
2' 3' 4' 5'
6' 7' 8' 9' 10'
1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
z " =1' -0"
8"
WEST)
10" VC
2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE
5'
0'
S' 10'
S =.0001
AND TYPE OF SEWER AT LOCATION OF METERING MANHOLES, PRIOR TO
1 " =3'
ORDERING FABRICATION OF MANHOLES.
v
3, RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY REPAVING OR PROVIDING
25' 0'
25' 50'
75' 100' 125'
TOPSOIL, SEED AND LOAM IN ACCORDANCE WITH SPECIFICATIONS.
1 " =30'
V
r
N
=
SSM 263)
SSM260A)
1 �
133.41'�icTi
U99 + 13
C.L.
v
SSM 1�3f
RIM = 734.79
INV (OUT) =121.33
(TO SSM264)
N 531000
-SE DRAWING
N CE -15,
NOTE 4
\
73 BUMPER
POST, TYP
' 3 .07 \,)
° o
Q.
13 .91
1.7
SSM235
RIM =139.43 N 530750
INV INACCESSIBL
(FILLED W /WASTE) o t38.7<
o NZ
HA -M.'
141.9,8
LANDSCAPE AMBER
WALL 3'f HIGH
SEE DRAWING
0. CE -15,
NOTE 4 N
43.22\ \=- 2 #10 &
1#10 ORD.
PVC
�
o COATED
h CONDUIT "
U
SSM237 1 1.2 `� TTEC1
RIM = 140.8 81
r -A 6 P SSM236
aT /
RIM= 142.52
b Xy G INV.INACCESS LE-
` N 530650 VQ (F1LL.ED W/W STE)
d
/ HA -M3 PLAN
SCALE: 1"=30'
145
14C
HA -M2 PLAN
SCALE: 1"=30'
I
,
145
140
V)
O
135 Q
W
J
W
130
W UIg � �
0
�
125 4Yf
HA -M3
HA -M3 PROFILE p's Via.
SCALE: HOR. 1 " =30'
VERT. 1 " =3'
- 8 "0 EXTRA- STRONG
STEEL PIPE, GAILY.,
PAINTED YELLOW
CONC. FILL
SEALANT ALL
AROUND
FIN. GRADE TO BE RESTORED
TO PRE- EXISTING CONDITION
FILL ANNULAR SPACE
WITH SAND
10 "0 STEEL
PIPE SLEEVE
CONCRETE ENCASEMENT
L
BUMPER POST DETAIL
SCALE: 1 /2 " =1' -0"
2 #10 & 1 #10 GND
IN A 1" PVC COATED
p CONDUIT
°v INSTALL UNDER o
h EXISTING CONCRETE o
N
to SIDEWALK N POLE 8B
N 532500 SSM 1134 _
RIM= 180.88 SEE DRAWING
SMH #202 INV(OUT)= 974.06 176. NO. CE -15,
RIM= 178.49 S TO SSM f202) -Z NOTE 4
INV. (1N)= 173.98 s�
(FROM SS734) rn, 1 7F _?
M #'
L- 1 TZ
178.1 17 0
9
1
�H 98+ L
ti' 80.98
N 532400 180.98
179.8
179.
'180.58
56 /
180
_O
F-
a
W
J
W 175
170
185
180
7
O_
I-
a
W
J
175 W
170
LL -M1 e d
LL -M1 PROFILE "
HOR. 1 " =30'
SCALE: VERT. 1 " =3'
t �OINEE
REV DATE DESCRIPTIM DRAWN APPVD
F'S 1 DEPARTMENT OF THE AIR FORCE
847 SPTG / CECE
HANSCOM. AFB, MA. 01731 -
1 BASE CIVIL ENGINE SQUADRON
FAY, SPOFFORDl THDRNDIKE.
LEXINGTON, MA DRAWING NO.
COORDINATION REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA. �I/� 1 - j �
SAFETY CHIEF, 0W
U METER LOCATION PLANS AND PROFILES - PART 2 C E SECURI CONTRACT PROGRAM. Q� ELECTRICAL _
COMMUNICA110NS CONSTRUCTION MGT CHIEF, SECT. CHIEF, ENC ENV PLNG DR BASE CIVIL ENGINI 1 R
FIRE CMEF CORROSION CTRL ARCHITECT CML ENGINEER 5'ek'F DATE 12 AUGUS f i'3' +.5
MEDtC4 CES E14YRONMENTAL ELECTRICAL ENO W Ef MECHANICAL ENG SCALE AS NO It 0
/ XXRD92-
USING AOENC7 ENERGY CONSERY. STRUCTURAL ENO DRAWN BY CAO PROJECT NUMBER
NCOIC , DRAFT VAULT FU MBER SUEET 18 O F, '
ING NU
42
LL -M1 PLAN
SCALE: 1 " =30'
- EXISTING
EXISTING GROUND STREET
SURFACE SURFACE
8" VC
S =.0017
Z
V, � t
LG- 221 D
EX
STING
SU
FACE
8"
WEST)
10" VC
S =.0001
10"
VC
v
co
N
N
AIM
V
r
N
=
,
145
140
V)
O
135 Q
W
J
W
130
W UIg � �
0
�
125 4Yf
HA -M3
HA -M3 PROFILE p's Via.
SCALE: HOR. 1 " =30'
VERT. 1 " =3'
- 8 "0 EXTRA- STRONG
STEEL PIPE, GAILY.,
PAINTED YELLOW
CONC. FILL
SEALANT ALL
AROUND
FIN. GRADE TO BE RESTORED
TO PRE- EXISTING CONDITION
FILL ANNULAR SPACE
WITH SAND
10 "0 STEEL
PIPE SLEEVE
CONCRETE ENCASEMENT
L
BUMPER POST DETAIL
SCALE: 1 /2 " =1' -0"
2 #10 & 1 #10 GND
IN A 1" PVC COATED
p CONDUIT
°v INSTALL UNDER o
h EXISTING CONCRETE o
N
to SIDEWALK N POLE 8B
N 532500 SSM 1134 _
RIM= 180.88 SEE DRAWING
SMH #202 INV(OUT)= 974.06 176. NO. CE -15,
RIM= 178.49 S TO SSM f202) -Z NOTE 4
INV. (1N)= 173.98 s�
(FROM SS734) rn, 1 7F _?
M #'
L- 1 TZ
178.1 17 0
9
1
�H 98+ L
ti' 80.98
N 532400 180.98
179.8
179.
'180.58
56 /
180
_O
F-
a
W
J
W 175
170
185
180
7
O_
I-
a
W
J
175 W
170
LL -M1 e d
LL -M1 PROFILE "
HOR. 1 " =30'
SCALE: VERT. 1 " =3'
t �OINEE
REV DATE DESCRIPTIM DRAWN APPVD
F'S 1 DEPARTMENT OF THE AIR FORCE
847 SPTG / CECE
HANSCOM. AFB, MA. 01731 -
1 BASE CIVIL ENGINE SQUADRON
FAY, SPOFFORDl THDRNDIKE.
LEXINGTON, MA DRAWING NO.
COORDINATION REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA. �I/� 1 - j �
SAFETY CHIEF, 0W
U METER LOCATION PLANS AND PROFILES - PART 2 C E SECURI CONTRACT PROGRAM. Q� ELECTRICAL _
COMMUNICA110NS CONSTRUCTION MGT CHIEF, SECT. CHIEF, ENC ENV PLNG DR BASE CIVIL ENGINI 1 R
FIRE CMEF CORROSION CTRL ARCHITECT CML ENGINEER 5'ek'F DATE 12 AUGUS f i'3' +.5
MEDtC4 CES E14YRONMENTAL ELECTRICAL ENO W Ef MECHANICAL ENG SCALE AS NO It 0
/ XXRD92-
USING AOENC7 ENERGY CONSERY. STRUCTURAL ENO DRAWN BY CAO PROJECT NUMBER
NCOIC , DRAFT VAULT FU MBER SUEET 18 O F, '
ING NU
42
LL -M1 PLAN
SCALE: 1 " =30'
- EXISTING
EXISTING GROUND STREET
SURFACE SURFACE
8" VC
S =.0017
Z
V, � t
LG- 221 D
L
BUMPER POST DETAIL
SCALE: 1 /2 " =1' -0"
2 #10 & 1 #10 GND
IN A 1" PVC COATED
p CONDUIT
°v INSTALL UNDER o
h EXISTING CONCRETE o
N
to SIDEWALK N POLE 8B
N 532500 SSM 1134 _
RIM= 180.88 SEE DRAWING
SMH #202 INV(OUT)= 974.06 176. NO. CE -15,
RIM= 178.49 S TO SSM f202) -Z NOTE 4
INV. (1N)= 173.98 s�
(FROM SS734) rn, 1 7F _?
M #'
L- 1 TZ
178.1 17 0
9
1
�H 98+ L
ti' 80.98
N 532400 180.98
179.8
179.
'180.58
56 /
180
_O
F-
a
W
J
W 175
170
185
180
7
O_
I-
a
W
J
175 W
170
LL -M1 e d
LL -M1 PROFILE "
HOR. 1 " =30'
SCALE: VERT. 1 " =3'
t �OINEE
REV DATE DESCRIPTIM DRAWN APPVD
F'S 1 DEPARTMENT OF THE AIR FORCE
847 SPTG / CECE
HANSCOM. AFB, MA. 01731 -
1 BASE CIVIL ENGINE SQUADRON
FAY, SPOFFORDl THDRNDIKE.
LEXINGTON, MA DRAWING NO.
COORDINATION REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA. �I/� 1 - j �
SAFETY CHIEF, 0W
U METER LOCATION PLANS AND PROFILES - PART 2 C E SECURI CONTRACT PROGRAM. Q� ELECTRICAL _
COMMUNICA110NS CONSTRUCTION MGT CHIEF, SECT. CHIEF, ENC ENV PLNG DR BASE CIVIL ENGINI 1 R
FIRE CMEF CORROSION CTRL ARCHITECT CML ENGINEER 5'ek'F DATE 12 AUGUS f i'3' +.5
MEDtC4 CES E14YRONMENTAL ELECTRICAL ENO W Ef MECHANICAL ENG SCALE AS NO It 0
/ XXRD92-
USING AOENC7 ENERGY CONSERY. STRUCTURAL ENO DRAWN BY CAO PROJECT NUMBER
NCOIC , DRAFT VAULT FU MBER SUEET 18 O F, '
ING NU
42
LL -M1 PLAN
SCALE: 1 " =30'
- EXISTING
EXISTING GROUND STREET
SURFACE SURFACE
8" VC
S =.0017
Z
V, � t
LG- 221 D
42
LL -M1 PLAN
SCALE: 1 " =30'
- EXISTING
EXISTING GROUND STREET
SURFACE SURFACE
8" VC
S =.0017
Z
V, � t
LG- 221 D
LG- 221 D