HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 20 Dwg CE-14a
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219.16 C N N 530800
W� 20'78 J THESE CONDUIT RUNS ARE
220.4
l 20.32 C RD APPROXIMATELY 100' LONG
221. ( E) EXISTING FENCED IN
N m 32.56 100KVA TRANSFORMERS
Nr'o 2jj10 & 1 #10 GIRD. IN A 1" PVC
20.14 233.86 COATED CONDUIT, LENGTH
CEMENT CONC. ° APPROXIMATELY 200' LONG/
SIDEWALK 2 0.06 ? 30.2 SSM176 (DROP MN)
22 RIM= 219.20
A
INV.(1N)= 206.32(FROM SSM #777
INV. (1N)= 206.4I (FROM SSM #175
m NV, (OUT)= 206.16
N 530700 z _ ��_
S 42. -- 775(NOT FOUND) K
2$j�j.58 RECORD RIM= 218.56
RECORD INV.= 272.31
n WC L (T D o MOUNT TWO FLOW
�2
RIM= METERS IN THIS
21952 N ENCLOSURE, ONE
o FOR EACH
2148 m 1 MANHOLE. LABEL
I EACH METER.
ofl 219.66 TAT
3302 EXISTING
I � WIREWAY , SEE
j N 530600 N 5 2(TO SSA #176) 9
L
220.48 220.12
PL -M1 AND RL -M1 PLAN
SCALE: 1 " =30'
t]
LG -221D
N
■L1'i
N 52.9700
w
x1.02
= 221.25 Ff
N 529600
19
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w w �`�
5.43
4- 237.67 - -- - "\ Ma
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44. Ile
T FELT E 4 .37 4 "0
2 3.
8"o
0.11 °o
N
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fl
w
t
w
RL -M2 PLAN
SCALE: 1"-30'
,j
2f10 do 1#10 GIRD. IN A
1' PVC COATED CONDUIT
°o
N
10 .,
to
256.69
)8 9 SSM #418
RIM= 253.63
255
#421
S"0
fNV.(IN)= 245.88(FROM SSM 421)
FOR DETAIL SEE
INV.(1N)= 245.16(FROM
SSM #4l
2) 8''0
1NV, (OU 7) -- 245.19
NEW SSM417A
MOUNTED
AT THE
JRITY
EXISTING
ANGLE
IRON FRAME
FENCED IN 25KVA
STAND
TO SUPPORT
TRANSFORME R
SAFETY
SWITCH, SEE
MOUNTED ON
DETAIL
DRAWING NO.
CONCRETE P AD,
CE -15
BRACKET
TYP.
DROP MANHOLE,
BASE CIVIL ENGINEERING SQUADRON
FOR DETAIL SEE
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
DRAWING NO. CE -15
COORDINATION
EXIST.
:TY
MOUNTED
AT THE
JRITY
GROUND
LOCATION
d. PVC
ELEVATION
SURFACE
SONIC METERING BRACKET DETAIL
EKE
Sw Q08
244.89
ANCHOR
NOTES:
BRACKET
REMOVE 50' OF
ARCHITECT
4 PLACES,
8" Y.C. AND
;EL.
1/2 "x31/2'
RELAY 8" PVC
AT S =.006
In
00
rn
ANCHOR
O�
of
C4
MECHANICAL ENG
*PLAN
T -304 SST
CONSTRUCTED OF FRP
(FIBERGLASS REINFORCF P
V)
SONIC
Z2
2
wzi
3. SEE SPECIFICATIONS FOR
250
In
Z
O
245 Q
W
J
LLJ
240
235
RL -M2
A� it.owN
RL -M2 PROFILE LLtgS
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 METERING MANHOLES PRIOR TO ORDERING
FABRICATION OF MANHOLES
3. RESTORE ALL AREAS TO PRE-EXISTING CONDITION
BY RE- PAVING OR PROMD114G TOPSOIL, SEED AND
LOAM IN ACCORDANCE WITH SPECIFICATIONS.
4 Y
1' 0' 2' 4' 6' 8' 10' 12' 14'
6
5' 0' 5' 10'
t " =3'
25' 0' 25' 50' 75' 100' 125'
1"=30'
1/2" FNPT
COUPLING-
PLAN
RE
FRP CHANNEL Tv
BASE CIVIL ENGINEERING SQUADRON
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
BE DRILLED AND RLA
COORDINATION
�HOFb�
:TY
MOUNTED
AT THE
JRITY
REQUIRED
LOCATION
ELEVATION
SONIC METERING BRACKET DETAIL
EKE
NOT TO SCALE
" ERR
ANCHOR
NOTES:
BRACKET
1. ANCHOR BOLTS, BOOS,
ARCHITECT
4 PLACES,
NUTS AND WASHERS ARF
Hr1r
1/2 "x31/2'
T -304 SST.
EXPANSION
2. UNLESS OTHERWISE N01( P,
ANCHOR
THE MANHOLE SHALL HI,
T i
ELECTRICAL END W6F
MECHANICAL ENG
*PLAN
T -304 SST
CONSTRUCTED OF FRP
(FIBERGLASS REINFORCF P
SONIC
PLASTIC).
STRUCTURAL END
METERING
3. SEE SPECIFICATIONS FOR
BRACKET
FRAME AND COVER AND
20
CONCRETE SLAB
VAULT FILE NUMBER
HEAD GAGE
REQUIREMENTS.
ERR LADDER
EXISTING GROUND OR
STREET SURFACE
ADJUST TO GRADE WITH
PRECAST CONC. GRADE
CONTRACTOR TO N
RINGS
FILL MANHOLE NTH I
°
CONCRETE TO THE
N
HEIGHT TO
TOP OF THE FLUME
MATCH EACH
PIPE LOCATION
UTILITY TAP -
a
-DIA. TO MATCH
NEOPRENE BOOTS
EXISTING PIPE
ARE SECURED WITH
AT EACH
STAINLESS STEEL
LOCATION
BANGS, TYP.
-2 #4 E.W. IN
1/2" FOAM PAD
ADDITION TO
(PROVIDED WITH
.*+• -=; ".. "f`
00
WWF
MANHOLE)
-6" SELECT
8', 40001}
6"
GRANULAR
CONC. SLAB -
MATERIAL
METERING MANHOLE DETAILS
(WITH EXTRA LARGE
60" V TRAPAZOIDAL
FLUME)
SCALE: 3/8 " =1' -0"
DATE ( DESCRIPTION I DRAWN I_AFPVO
DEPARTMENT OF THE AIR FORCE
E47SPTG / CECE
HA14SCOM AFB, MA. 01731
r
FAY, SPOFFORD A THORNDIKE, INC.
LEXINGTON, MA
BASE CIVIL ENGINEERING SQUADRON
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
DRAWING N0.
`rT
a 1.
ELECT: IcnL-
COORDINATION
�HOFb�
:TY
CHIEF, ohm
E R LOCATION PLANS AND PROFILES - PART 4�
JRITY
CONTRACT PROGRAM.
°_
�- -
�HOFb�
COMMUIHCATWNS
CONSTRUCTION MGT
CHIEF, ENDIN 1 CT.
CHIEF, ENG(✓k EAP7'LNG BR
BASF Civil ENGINLLR
EKE
FIRE CHIEF
CORROSION CTRL
ARCHITECT
CIVIL ENGINEER 5W
DATE 12 AUGUST
Hr1r
AVE
.MEDICAL SE &S
ENVIRONMENTAL
T i
ELECTRICAL END W6F
MECHANICAL ENG
SCAIE AS NO It f)
MXRD92
USIND AGENCY
ENERGY CONSERV.
STRUCTURAL END
DRANK BY CAO CAP
PROJECT NUMBER
20
NCOIC . DRAFTING
VAULT FILE NUMBER
!FET _.nr
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