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E:1296467.28
EXISTING CB
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RIM=19.78
IE
N 12"CONC=15.58
IE
W 16"CONC=15.38
6" ST --- -- -
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PROPOSED WET WELL
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PROPOSED
VALVE VAULT _
PROPOSED TELEMETRY ANTENNA
\ N:171939.29
PPOPO-gPr) MAPI P TPPP
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EXISTING 48" SSMH
RIM = 21.37
8"IEIN=7.05
8" IE OUT = 6.97
_ T ST ST - -- ST\—
SW 9TH �� CONTRACTOR TO RESTORE ALL
H DISTURBED STRIPING T(�CITY STANDARDS t
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EXISTING 8" GRAVITY ;
SEWER MAIN
L,..� RIM=20.66
IE W 48"CONC=8.66f
IE E 48"GO =8.6Gf
2'±F00T OF SILT AT BOTTOM
ABL INE EXACT IE
pw�
ft
8" IE OUT = 6.78
EXISTING WMH
N: 171884.908
E:1296582.225
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OVERALL PROPOSED SITE PLAN_
1"=10'
PETP.
P'
(w
PETROLEUM Mk
PROPOSED 8" C900 90
DEGREE BEND BELL x BELL
WITH THRUST BLOCK
8
� s
PROPOSED 8" C900
FORCE MAIN -�
APPROX. 9 LF
PROPOSED 8'xl8'
VALVE VAULT
450 BEND, TYP.
PROPOSED DROP IN
EXISTING MANHOLE
PROPOSED 8" C900 FORCE
MAIN APPROX. 167 LF
POINT DATA AND DESCRIPTIONS
i
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
! 1
171,957.64
1,296,503.85
21.39
CENTER OF WET WELL
2
171,962.14
1,296,494.89
21.18
NE CORNER OF VALVE VAULT
3
171,953.14
1,296,475.89
21.27
SW CORNER OF VALVE VAULT
4
171,968.25
1,296,519.10
21.45
NE CORNER OF GENERATOR PAD
5
171,956.25
1,296,514.10
21.45
SW CORNER OF GENERATOR PAD
6
171,987.99
1,296,526.68
PER PLAN
NE CORNER OF ELECTRICAL BUILDING
7
171,979.32
1,296,516.01
PER PLAN
SW CORNER OF ELECTRICAL BUILDING
8
171,975.34
1,296,478.07
PER PLAN
90 DEGREE BEND IN FORCE MAIN
9
171,969.21
1,296,476.31
21.03
NW CORNER OF CURB
10
171,969.21
1,296,512.33
MATCH EXISTING
NE CORNER OF CURB
11
171,949.15
1,296,476.05
21.33
SW CORNER OF CURB
12
171,976.70
1,296,549.47
MATCH EXISTING
UPPER NW CORNER OF PVMT RESTORATION
13
171,927.29
1,296,502.41
MATCH EXISTING
WEST CORNER OF PVMT RESTORATION
14
171,915.29
1,296,502.36
MATCH EXISTING
SW CORNER OF PVMT RESTORATION
15
171,915.09
1,296,547.10
MATCH EXISTING
SE CORNER OF PVMT RESTORATION
16
171,976.70
1,296,558.62
MATCH EXISTING
UPPER NE CORNER OF PVMT RESTORATION
17
171,976.70
1,296,565.92
MATCH EXISTING
NW CORNER OF PVMT RESTORATION
18
171.971,70
1,296,610.97
MATCH EXISTING
SE CORNER OF PVMT RESTORATION
19
171,976.70
1,296,623.49
MATCH EXISTING
NW CORNER OF EAST SDWLK RESTOR.
20
171,971.70
1,296,630.01
MATCH EXISTING
SE CORNER OF EAST SDWLK RESTOR.
21
-
-
SEE DETAIL
END OF WET WELL PASSIVE VENT
PROPOSED 8'X10' ELECTRICAL
BUILDING. SEE DWG NO. S02, S03 AND
SPECIFICATIONS FOR DETAILS.
ELECTRICAL HANDHOLES,
SEE DWG. NO. E03 FOR —
DETAILS
PROPOSED 10' INTERNAL
DIAMETER WET WELL
IEIN=5.4'SE
FLOOR EL. — 6"
PROPOSED CONCRETE �f PROPOSED SITE LIGHTS,
CURB, MATCHED EXISTING SEE PLAN FOR DETAILS
ANTENNA ON LIGHT POLE
PROPOSED SITE PLAN
1"=5'
S=362604
N0.
6
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PROPOSED GENERATOR PAD W/
GENERATOR. SEE DWG NO. E08
FOR DETAILS
WET WELL VENT
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SIGNED: 01/17/13
SIGNED: 01 /17/13
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SC-IENTISTS4
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/ PLOT: 1 DWG N0.
ENGINEER: DEB Cj02
PROPOSED 8" GATE VALVE, 607 REVIEWED: MM
TYP. SEE ISOLATION DETAIL C05 DATE. Nov 11, 2014 �,NEET NO.
CLIENT REN 04
REVISED PER CONSTRUCTION RECORDS MRJF MLM 09/16/14 JOB NO 112-023 F")
REVISION BY REVIEW DATE FILENAME LIND-D-CIV02.DWG
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