HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 19 Dwg CE-13r
N
w
0
d
W
a
0
N
N
i
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w.
LG -221D
SSM ¢191
RIM = 183.00
INV. (IN)= 174.18 S
(FROM SSM #197) W
N INV (OUT) = 174.05
SSM x/193 n � o
RIM= 194.93 p <
INV.(OUT) =188.63 ca b SSM #194
(TO SSM#197) 2 #10 & RIM= 19771
•
� W
E71
w 1 #10 GIRD 1NV.(OUT) =176. 8
IN A 1" PVC (TO SSM#197)
COATED CONDUIT.
LL -M2 AND LL -M3 PLAN
SCALE: 1"=30'
V)
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175
170
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do IoM &�R w.M.N
LL -M2 AND LL -M3 PROFILE'�\rZ- <o >«.»t
HOR. 1 " =30,
SCALE: VERT. 1 " =3'
195
BLDG #1302J
EXIST. GROUND
SURFACE
1
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REV
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bra;
HANSCOM AFB. MA. 01731
BASE CIVIL ENGINEERING
8,. VC S_.0098
DRAWING NO.:
REPAIR SEWER FORCE MAIN
SSM x/193 n � o
RIM= 194.93 p <
INV.(OUT) =188.63 ca b SSM #194
(TO SSM#197) 2 #10 & RIM= 19771
•
� W
E71
w 1 #10 GIRD 1NV.(OUT) =176. 8
IN A 1" PVC (TO SSM#197)
COATED CONDUIT.
LL -M2 AND LL -M3 PLAN
SCALE: 1"=30'
V)
Z
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Q 18:
>
W
J
W
fE:I
175
170
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185 Q
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75
170
/- - LL -M3 LL -M2-3, A�,�d �y +
z'�s 4 l
do IoM &�R w.M.N
LL -M2 AND LL -M3 PROFILE'�\rZ- <o >«.»t
HOR. 1 " =30,
SCALE: VERT. 1 " =3'
195
Sq
SSM15 (NOT FOUND)
RECD D RIM= 268.64 J N
RECD INV. = 264.57 w,w
IN \� w
270.
]ORATORY
20A SPARE 7 8
CUIT BREAKER-
0 &1 O GRD
A 1 PVC
ATED
4DUIT. 269.1
7.9
NOTE 6
° o
N
w N 530700
10. CE -15,
267.46
-- . wimal
I Nil . .
276.54 ---
2
*SEWER MANHOLES
NOT FOUND
FT
Z
O
< 2 55
>
W
J
W
275
/ r
..
kig
2
- E 711 C - 1 5 AN L
BOARD IN
MECHANICAL
ROOM IN BACK
OF BUILDING.
/283,91
CONDUIT RUN IS
APPROXIMATELY
110
\283.29
2 #10 & 1 #10
`G�bGRD IN 1"
L PVC COATED
CONDUIT.
1 ^RCr ta i PAS E E 281.13
3
ECON C rnE%E E 27 67 5 /
N
wu
273.7 -- ' c p N 529800
^ 1 SSM #442
J o !/
8 V ,v p RIM= 290.16
272.09
/ REC D PLANS w INV (OUT) =28'.97
SSM #421 (,TO 55M #42
RIM = 272.20
INV.(IN)= 264.35(FROM SSYf 22) PL PLAN
INV. (OUT)= 264.17
SCALE: 1"=30'
F�1
N 280
Z
O
P
W
J
W 275
270
N
Z
O
265 Q
>
W
J
W
270
I BLD G #1118
280 U7
Z
O
t=
Q
W
J
275 IJJ
270
PL -M3-�
PL -M3 PROFILE
SCALE: HOR. 1 " =30' a �wfI-
VERT. 1 " =3'
>60
PL -M2-y 255
NFt�C3 t�1as��a
PL -M2 PROFILES- -} '"",ekes
NevtQ �U�
SCALE: HOR. 1 " =30'
VERT'. 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 AT LOCATION OF MANHOLES
PRIOR TO ORDERING FABRI ATION OF MANHOLES.
3. RESTORE ALL AREAS TOP - EXISTING CONDITION BY
RE- PAVING OR PROVIDING OPSOIL, SEED AND LOAM IN
ACCORDANCE WITH SPECIFICATIONS,
276.44
276.20 <'�6
PL -M2 PLAN
SCALE: 1"=30'
�
274.118
N 530500
DRAIN MH.
BLDG #1302J
EXIST. GROUND
SURFACE
1
I I
I
I I
REV
i
I
I
I
a °
u7
8" Ve S =.009
I
HANSCOM AFB. MA. 01731
BASE CIVIL ENGINEERING
8,. VC S_.0098
DRAWING NO.:
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
O
METER LOCATION PLANS AND PROFILES PnRT
lcf
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r
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W �
SCALE AS NOTI -.D
XXRD92 -OnSS
V )
DRAWN BY CA
PROJE NUMB
YAULi FILE NUMBER
w m�2
Sq
SSM15 (NOT FOUND)
RECD D RIM= 268.64 J N
RECD INV. = 264.57 w,w
IN \� w
270.
]ORATORY
20A SPARE 7 8
CUIT BREAKER-
0 &1 O GRD
A 1 PVC
ATED
4DUIT. 269.1
7.9
NOTE 6
° o
N
w N 530700
10. CE -15,
267.46
-- . wimal
I Nil . .
276.54 ---
2
*SEWER MANHOLES
NOT FOUND
FT
Z
O
< 2 55
>
W
J
W
275
/ r
..
kig
2
- E 711 C - 1 5 AN L
BOARD IN
MECHANICAL
ROOM IN BACK
OF BUILDING.
/283,91
CONDUIT RUN IS
APPROXIMATELY
110
\283.29
2 #10 & 1 #10
`G�bGRD IN 1"
L PVC COATED
CONDUIT.
1 ^RCr ta i PAS E E 281.13
3
ECON C rnE%E E 27 67 5 /
N
wu
273.7 -- ' c p N 529800
^ 1 SSM #442
J o !/
8 V ,v p RIM= 290.16
272.09
/ REC D PLANS w INV (OUT) =28'.97
SSM #421 (,TO 55M #42
RIM = 272.20
INV.(IN)= 264.35(FROM SSYf 22) PL PLAN
INV. (OUT)= 264.17
SCALE: 1"=30'
F�1
N 280
Z
O
P
W
J
W 275
270
N
Z
O
265 Q
>
W
J
W
270
I BLD G #1118
280 U7
Z
O
t=
Q
W
J
275 IJJ
270
PL -M3-�
PL -M3 PROFILE
SCALE: HOR. 1 " =30' a �wfI-
VERT. 1 " =3'
>60
PL -M2-y 255
NFt�C3 t�1as��a
PL -M2 PROFILES- -} '"",ekes
NevtQ �U�
SCALE: HOR. 1 " =30'
VERT'. 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 AT LOCATION OF MANHOLES
PRIOR TO ORDERING FABRI ATION OF MANHOLES.
3. RESTORE ALL AREAS TOP - EXISTING CONDITION BY
RE- PAVING OR PROVIDING OPSOIL, SEED AND LOAM IN
ACCORDANCE WITH SPECIFICATIONS,
276.44
276.20 <'�6
PL -M2 PLAN
SCALE: 1"=30'
�
274.118
N 530500
DRAIN MH.
EXIST, GROUND
SURFACE
I I
8" VC S =.00
REV
I
I
I
DRAWN
a °
u7
FORCE:
647 SPTG / CECE
HANSCOM AFB. MA. 01731
BASE CIVIL ENGINEERING
N)
DRAWING NO.:
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
N in
METER LOCATION PLANS AND PROFILES PnRT
C IVIL
_
F-: N
O�j�
CHRT, U40R EEM ACT.
�Jr�
CHIEF, ENC lY ENV PLNG. EIR
�
N
S
CINL ENGINEER SQI4
DATE 12 AUGUS 11 115
�
W �
SCALE AS NOTI -.D
5' 0' 5' 10'
1 " =3 1
25' 0' 25' 50' 75' 100' 125'
i"=30 --
CONTRACTOR TO EXCAVATE TEST PIT
AT LOCATION OF METERING MANHOLE
TO VERIFY SLOPE, DEPTH, SIZE AND
TYPE OF PIPE.
EXIST. PAVEMENT SURFACE-----\ ,
6
8" VC
FAY, SPOFFORD ! THORNOIKE, INC
LEXINGTON, MA
COORDIN
: Ty C HIEF, 0•
RI CONTRACT PROOF
COMMUNICATI M!
USING AGENCY
N COIC , D
. KZ
REV
DATE
DESCRIPTION
DRAWN
APPV_D
DEPARTMENT OF THE AIR
FORCE:
647 SPTG / CECE
HANSCOM AFB. MA. 01731
BASE CIVIL ENGINEERING
SQ UADRON
DRAWING NO.:
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
C(�
METER LOCATION PLANS AND PROFILES PnRT
C IVIL
_
-PART
3 .
a ELF CT Rl '
O�j�
CHRT, U40R EEM ACT.
�Jr�
CHIEF, ENC lY ENV PLNG. EIR
-
BASE CIVIL EENGINEFR
ARCHITECT
CINL ENGINEER SQI4
DATE 12 AUGUS 11 115
ELECTRICAL ENO WdF
MECHANICAL ENG
SCALE AS NOTI -.D
XXRD92 -OnSS
STRUCTURAL ERG
DRAWN BY CA
PROJE NUMB
YAULi FILE NUMBER
Si1EET 19 OF. ' 1