HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 19 Dwg CE-13r
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N
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LG -221D
SSM 1x198
RIM= 183.00
INV. (IN)= 174.18 S
(FROM SSM #197) W
N INV (OUT) = 174.05
IN THIS
N 53200r 190.0 mm ENCLOSURE ONE
-�19 8 w FOR EACH
MANHOLE. EACH
SEE NOT 4 1 1 6' METER MUST BE
191.03 192 LABELED.
1 2.14 191.98
S
SSM x/193 m 193.1 � o
RIM= 194.93 p <
INV..(OUT) =188.63 ca b SSM #194
(TO SSM#197) 2 #10 & RIM= 19771
w 1 #10 GIRD INV..(OUT) =176. 8
IN A 1" PVC (TO SSM#197)
COATED CONDUIT.
LL -M2 AND LL -M3 PLAN
SCALE: 1"=30'
•
EXIST, GROUND
187.51
G
186 SSM #197
8" VC S =.007
RIM= 788,69
BLDG #1302J
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EXIST. GROUND
(FROM BLDG. 1,3027
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(PI
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�- �• iw'`s
190
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bra\ (FROM SSMf 19.3)
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DATE 12 AUGUST 1i 15
�
\QA, MOUNT TWO
SCALE AS N011 -.D
Z
IN THIS
N 53200r 190.0 mm ENCLOSURE ONE
-�19 8 w FOR EACH
MANHOLE. EACH
SEE NOT 4 1 1 6' METER MUST BE
191.03 192 LABELED.
1 2.14 191.98
S
SSM x/193 m 193.1 � o
RIM= 194.93 p <
INV..(OUT) =188.63 ca b SSM #194
(TO SSM#197) 2 #10 & RIM= 19771
w 1 #10 GIRD INV..(OUT) =176. 8
IN A 1" PVC (TO SSM#197)
COATED CONDUIT.
LL -M2 AND LL -M3 PLAN
SCALE: 1"=30'
�&m
:
U7
Z
O
35 Q
W
J
LL1
3•=
'5
170 170
/- -LL -M3 LL -M2-3, Ab ,&,, o � -l-IR;
z'�s'V' lz l2iJoIG
., -
tio
LL -M2 AND LL -M3 PROFILES\,,- ,,,,,.»t
HOR. 1 " =30, ca`c`c' -
SCALE: VERT. 1 " =3' all
Sq
SSM15 (NOT FOUND)
RECOA D RIM=' 68.64 J N
RECD INV.= 264.57 wwz
N \� w
270.
]ORATORY �Oi
20A SPARE��78
CUIT BREAKFER-
OAtt f O GRD
A 1 PVC
ATED
4DUIT. 269.1
FEW
Z
O
~ 2 55
W
J
W
7.9
276.54-f ---
2
*SEWER MANHOLES
NOT FOUND
NOTE 6
Op
N
w N 530700
10. CE -15,
267.46
BUMPER
7'OSTS .r
276.44
276.20 2�6
PL -M2 PLAN
SCALE: 1"=30'
�g
274.118
DRAIN MH.
195
EXIST, GROUND
SURFACE
1
8" VC S =.007
BLDG #1302J
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EXIST. GROUND
u7
BASE CIVIL ENGINEERING
SURFACE
(PI
REPAIR SEWER FORCE MAIN
190
METER LOCATION PLANS AND PROFILES
cT
---PART
N w
'�(j�
CHIEF, ENOINEEEEM ACT.
�Jr�
CHIEF, ENC lY ENV PLNG. EIR
_
1
V)
DATE 12 AUGUST 1i 15
�
N
S
SCALE AS N011 -.D
Z
W �
STRUCTURAL END IDRAYM
I it
PROJECT NUMBER
VAULT FILE NUMBER
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185
1
(
J
W
180
1
8" VC 5 =.009
I I I
8,. VG S =.0098
175
1
o
Cr
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i (0!NI
r
¢ r
V)
�&m
:
U7
Z
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35 Q
W
J
LL1
3•=
'5
170 170
/- -LL -M3 LL -M2-3, Ab ,&,, o � -l-IR;
z'�s'V' lz l2iJoIG
., -
tio
LL -M2 AND LL -M3 PROFILES\,,- ,,,,,.»t
HOR. 1 " =30, ca`c`c' -
SCALE: VERT. 1 " =3' all
Sq
SSM15 (NOT FOUND)
RECOA D RIM=' 68.64 J N
RECD INV.= 264.57 wwz
N \� w
270.
]ORATORY �Oi
20A SPARE��78
CUIT BREAKFER-
OAtt f O GRD
A 1 PVC
ATED
4DUIT. 269.1
FEW
Z
O
~ 2 55
W
J
W
7.9
276.54-f ---
2
*SEWER MANHOLES
NOT FOUND
NOTE 6
Op
N
w N 530700
10. CE -15,
267.46
BUMPER
7'OSTS .r
276.44
276.20 2�6
PL -M2 PLAN
SCALE: 1"=30'
�g
274.118
DRAIN MH.
EXIST, GROUND
SURFACE
I I
8" VC S =.007
REV DATE DESCRIPTION
I
I
I
647 SETO / CECE
u7
BASE CIVIL ENGINEERING
SQUADRON
(PI
REPAIR SEWER FORCE MAIN
N)
METER LOCATION PLANS AND PROFILES
cT
---PART
N w
'�(j�
CHIEF, ENOINEEEEM ACT.
�Jr�
CHIEF, ENC lY ENV PLNG. EIR
_
N
CINL ENGINEER SQI4
DATE 12 AUGUST 1i 15
�
N
S
SCALE AS N011 -.D
�
W �
STRUCTURAL END IDRAYM
N 530500
275
270
N
Z
O
265 Q
w
J
W
>60
PL -M2-1, Ab�'<6"sa b 255
NFt�C3 t�1as��a
PL -M2 PROFILES- -} `jef L "q-
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 FABRICATION OF MANHOLES.
3. RESTORE ALL AREAS TOP - EXISTING CONDITION BY
RE- PAVING OR PROVIDING OPSOIL, SEED AND LOAM IN
ACCORDANCE WITH SPECIFICATIONS,
/ r
r VMS
2
-EXfSTfRC -SAN L
BOARD IN
MECHANICAL
ROOM IN BACK
OF BUILDING.
/283,91
CONDUIT RUN IS
APPROXIMATELY
110,
\283.29
2 #10 & 1 #10
O��GRD IN 1"
L PVC COATED
CONDUIT.
1 AVE
rl�
P C016 %
BIT. E E 27 67
N
273. 7 c J o p N 529800
RIM= 290.1
6 272.09 otliGiAl SSM #442 -
-!
/
RECCRD PLANS w INV(OUT) =2B 1.: '
SSM #421 (,TO 55M #4211)
RIM = 272.20
INV.(IN)= 264.35(FROM SSYf 22) PL-M3 PLAN
INV. (OUT)= 264.17
SCALE: 1"=30'
F�1
N 280
Z
O
W
J
W 275
270
5' 0' 5' 10'
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-----\ ,
8" VC
6
IBLDG #1118
r,:
280 U7
Z
O
Q
W
J
275 IJJ
270
PL -W-�,
PL -M3 PROFILE
SCALE: HOR. 1 " =30'
VERT. 1 " =3'
FAY, SPOFFORD ! THORNOIKE, INC
LEXINGTON, MA
COORDINATION
:Ty CHIEF, 0•M
MI CONTRACT PROOF
COMMUNICATIONS
USIND AGENCY
NCOIC , DRAFTrna
,. ,..,.
REV DATE DESCRIPTION
DRAWN APPVD
DEPARTMENT OF THE AIR
[=ORCF
647 SETO / CECE
HANSCOM AFB. MA. 01731
BASE CIVIL ENGINEERING
SQUADRON
DRAWING NO.:
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
METER LOCATION PLANS AND PROFILES
cT
---PART
3 ELECmICnL
'�(j�
CHIEF, ENOINEEEEM ACT.
�Jr�
CHIEF, ENC lY ENV PLNG. EIR
-
BASE CIVIL EENGINEFR
ARCMTECT
CINL ENGINEER SQI4
DATE 12 AUGUST 1i 15
ELECTRICAL END WOF
MECHANICAL ENG
SCALE AS N011 -.D
MXRD92 -00iS
STRUCTURAL END IDRAYM
BY CAD
PROJECT NUMBER
VAULT FILE NUMBER
SHEET 79 OF
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