HomeMy WebLinkAboutWWP2703628.4POINT TABLE
POINT
DESCRIPTION
NORTHING
EASTING
A
NE CORNER OF FENCE
177520.92
1322490.07
B
NW CORNER OF FENCE
177519.91
1322468.08
C
SE CORNER OF FENCE
177480.20
1322504.01
D
SW CORNER OF FENCE
177478.64
1322469.98
E
CENTER OF WET WELL
177505.90
1322485.84
F
SE CORNER OF VALVE VAULT
177488.62
1322491.13
G
NW CORNER OF VALVE VAULT
177497.20
1322481.73
NE CORNER OF PAVEMENT
RESTORATION
177569.83
1322458.99
J
NW CORNER OF GRAVEL
177556.21
1322459.04
K
SW CORNER OF GRAVEL
177470.08
1322459.74
L
SE CORNER OF GRAVEL
177470.08
1322467.03
PROPOSED SS MH
#1A
N
177
E 1322,
RIM
=4
IE IN
= 4
IE OUT
= i
CONNECTION TO EXISTIN
BY OTHERS g& PROPOSED 12" PVC PIPE, I
APPROX. 3 LF,1
1,12„ 1VSS
Q
PAVEMENT RESTORATIONr
EXTENTS 1 BY OTHERS
p
P-
---- S5 M1 #RT-Gi, TYPE 1, 48"0
RIM = 439,24' ._.
IE IN = 4' :�' (12"O)
IE IN = 422.38 (12 0)
IE OUT = 422.28' (12710)-
1
P—
BY OTHERS
PROPOSED
EXISTING SEPTIC
HOLDING TANK
6" OF COMPACTED CRUSH
SURFACING TOP COURSES 1
APPROX. FINISHED GRADE
VAULT +
F
I
i
1' 7"
f-J 11" 1
_. r
LIFT STATION SITE PLAN
-
1 " = 5'
PROPOSED 8" PVC FORCE MAIN,
CONSTRUCTED BY OTHERS
- 12" F'
SS MH j#P2-03,
I TYPE' 1, 48"0
RIM 430.88'
IE OUT = 424.�6' (12"0), /
i
/
I I I
I ! BY OTHERS
I I I
1 I I I IS MH #/PI�'� 02 > BY OTHERS
II I TYP /1148"0
I I RI = 4 8.70'
IE IN = 24.46' 12"0) '
I I IE OU T/= 424.36' k12"0) �� I
I / ( BY OTHERS
i
)X. 1 I I I
PROPOSED 8" DI PIPE TO
FORCE MAIN, INSTALL WITH
POSITIVE SLOPE AWAY FROM
VALVE VAULT
MAX WALL HEIGHT - 4'
PROVIDE FITTINGS AS NECESSARY TO
COMPLETE CONNECTION TO EXISTING
FORCEMAIN. CONTRACTOR IS RESPONSIBLE
FOR PRESSURE TESTING UP TO THIS
POINT BEFORE FINAL CONNECTION AS
PART OF THIS CONTRACT.
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I BY OTHERS
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16727
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SIONAL
SIGNED: 05/23/12
e r'F: "'.44
JtSt5t5y
SEC1 STO l
SjONAL
SIGNED: 05123112
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—�-12" PVCS. rENGINLANKCIENTi._ TS
BY OTHERS
RI-12 ENGINEERING, INC.
o http://www,rh2.com
M I mailbox0rh2.com 1.800.720.8052
BELLINGHAM 360.676.083E
454 West Horton Road
. __---- i I BOTHELL 42S.9st.5ai:
22722 29th Drive SE, Suite 210
_ I EAST
lWENATCHEE 509.886.290
PAVEMENT RESTORATION 300 Simon Street, Suite 5
EXTENTS
RICHLAND 509.946.s181
f 114 Columbia Point Drive, Suite C
X `s
SILVERDALE 360.876.79&
2021 NW Mhyre Rd, Suite 107
TACOMA 2S3.272.36'
SS MH #P2-01, TYPE 1, 48"0 I 1 621 Pacific Avenue Suite 104
RIM = 429.00' SCALE: SHOWN
IE IN = 424.22' (12"0) I I
IE OUT = 422,92' (12%) I I
zwm
I 0 1" 2„
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
RECORD DRAWING PLOT: 1 DWG NO.
I REVISED TO CONFORM
I ENGINEER: DEB CO2
TO CON§TRUCTIOP RECORDS S
� I REVIEWED: EHI 362804
6C'71�/ 04/25/12 DATE: August 13, 2013
SHEET NO.
RI-12 RING INC. DATE CLIENT: REN 4
Oj REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 JOB No: 112-033 17
NO. REVISION BY REVIEW DATE FILENAME: LIBHS-D-CO2.DWG
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