HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 20 Dwg CE-14R PQ 221.70 W
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219.16 n221. Na
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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 210 & 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 RECORD RIM= 218.56
RECORD INV.= 272.31
FLOW
n WC L (T D o MOUNT TWO
�
RIM= METERS IN THIS
21952 N ENCLOSURE, ONE
A FOR EACH
2148 m 1 MANHOLE. LABEL
I EACH METER.
o 219.66 T
3302 EXISTING
I � WIREWAY , SEE
j N 530600 N 5 2(TO SSA #176) 9
220.48 220.12
PL -M1 AND RL -M1 PLAN
SCALE: 1 " =30'
a
u
0
n
N
u
a
I-
a
s
h
W
a
n
N
N
J
N
N 52.9700
w
19
■L
x1.02
= 221.25 Ff
N 529600
(A
Z
O
F-
W
J
w
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.
I
2
°
L Lu �A
w w �`�
/ 5.
4- 237.67 - -- - "\ Ma
E y 8
44. Ile
T FE E 4 .37 4 "0
2 3.
8"o
0.11 °o
N
o �
fl
t w
w
RL -M2 PLAN
SCALE: 1"-30'
DROP MANHOLE,
fNV.(IN)= 245.88(FROM SSM 421)
FOR DETAIL SEE
INV.(1N)= 245.16(FROM
DRAWING NO. CE -15
2) 8''0
EXIST.
NEW SSM417A
CHIEF, ohm
E R LOCATION PLANS AND PROFILES - PART 4�
JRITY
GROUND
ANGLE
IRON FRAME
d. PVC
STAND
SURFACE
TRANSFORME R
SAFETY
Sw Q08
MOUNTED ON
DETAIL
244.89
CONCRETE P AD,
CE -15
FIRE CHIEF
TYP.
REMOVE 50' OF
CIVIL ENGINEER 5W
DATE 12 AUG
8" Y.C. AND
;EL
T -304 SST.
RELAY 8" PVC
AT S =.006
In
00
rn
.MEDICAL SE &S
ENVIRONMENTAL
O�
of
C4
SCAIE AS NO It f)
*PLAN
T -304 SST
MXRD92
V)
ENERGY CONSERV.
Z2
2
wzi
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'
,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
1/2" FNPT
COUPLING-
S"0
fNV.(IN)= 245.88(FROM SSM 421)
INV.(1N)= 245.16(FROM
SSM #4l
2) 8''0
1NV, (OU 7) -- 245.19
NEW SSM417A
CHIEF, ohm
E R LOCATION PLANS AND PROFILES - PART 4�
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
FIRE CHIEF
TYP.
°_
DATE ( DESCRIPTIO 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 SQUADR
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA.
DRAWING N0.
`rT
a 1.
ELECT: cnL
I
COORDINATION
OF
:TY
CHIEF, ohm
E R LOCATION PLANS AND PROFILES - PART 4�
JRITY
CONTRACT PROGRAM.
PLAN
RE
FRP CHANNEL Tv
BE DRILLED AND RLA
OF
COMMUIHCATWNS
CONSTRUCTION MGT
CHIEF, ENDIN 1 CT.
CHIEF, ENG(✓k EAP7'LNG BR
BASF C ivil ENGIN
LOCATION
ELEVATION
SONIC METERING BRACKET DETAIL
EKE
NOT TO SCALE
" ERR
ANCHOR
NOTES:
FIRE CHIEF
CORROSION CTRL
ARCHITECT
CIVIL ENGINEER 5W
DATE 12 AUG
Hr1r
1 /2 "x3
T -304 SST.
AVE
EXPANSION
2. UNLESS OTHERWISE N01( P,
.MEDICAL SE &S
ENVIRONMENTAL
T i
ELECTRICAL END W6F
MECHANICAL ENG
SCAIE AS NO It f)
*PLAN
T -304 SST
MXRD92
USIND AGENCY
ENERGY CONSERV.
STRUCTURAL END
DRANK BY CAO CAP
PR OJECT NUMB
METERING
3. SEE SPECIFICATIONS FOR
2
BRACKET
NCOIC . DRAFTING
VAULT FILE NUMBER
!FET _.nr
PLAN
RE
FRP CHANNEL Tv
BE DRILLED AND RLA
MOUNTED
AT THE
REQUIRED
LOCATION
ELEVATION
SONIC METERING BRACKET DETAIL
NOT TO SCALE
" ERR
ANCHOR
NOTES:
BRACKET
1. ANCHOR BOLTS, BOOS,
4 PLACES,
NUTS AND WASHERS ARF
1 /2 "x3
T -304 SST.
EXPANSION
2. UNLESS OTHERWISE N01( P,
ANCHOR
THE MANHOLE SHALL HI,
*PLAN
T -304 SST
CONSTRUCTED OF FRP
(FIBERGLASS REINFORCF P
SONIC
PLASTIC).
METERING
3. SEE SPECIFICATIONS FOR
BRACKET
FRAME AND COVER AND
CONCRETE SLAB
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/ 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"
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LG -221D