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TF =398.01 SITE BENCHMARK ND.5 \
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REC. Pj',.. -51 -fl)�JL) 5
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1R . :H A J =,)54. 56
'+ CHISELED SQUARE AT
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EL= 400.55
67 1 _
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TA. "___ _. _ . _ _ A
S. E.
128TH STREET
STO, MU DRAIN LEGEM
CLEANOUT
RIM =397.99
IE =394.99
2 28 LF 4" PVC RD O 3.64%
�3 CLEANOUT
RIM =398.35
IE =393.95
O 68 LF 60 PVC RD 0 1.50%
`: J CLEANOUT
RIM= 397.11
IE =394.11
28 LF 4" PVC RD 0 3a62X
IE =393.08
CATCH BASIN #1, TY 1
GR =396.27
IE =393.27
68 LF 8" PVC SD O 0a50X
10 CATCH BASIN #2, TY 1
WITH SOLID COVER
GR= 397.32
IE =392.93
11 44 LF 12" PVC SD O 0.50X
12 CLEANOUT
RIM =398.47
IE =(TO BE DETERMINED IN
FIELD)
CONNECT EXIST. 6" ROOF
DRAIN FROM EAST
13 46 LF 6" PVC RD O 1.00X
(MIN)
G CLEANOUT
RIM= 398.02
IE =(TO BE DETERMINED IN
FIELD)
15 84 LF 6" PVC RD O 1.00X
(MIN)
1 s CB#3, TY I
GR =395.96
IE =392.71
17 13 LF 12" PVC SD 0 16X
18 OIL/WATER SEPARATOR,
UTILITY VAULT PART No.
612 -2 -CPS
RIM(CTR) =395.38
IE(inkout) =390.69
19 30 LF 12" PVC SD 0 0.50X
20 JOIN EXIST. CATCH BASIN
GR =(394.39)
IE =(390.54) JOIN
21 CROSSINGIII
IE(12 "SD) =390.63
IE(8 "SS) =(380.17)
22 CROSSINGIII
IE(8 "SD) =393.13
IE(6 0SS) =392.00
23 EXIST STORM SYSTEM TO
BE REMOVED
UMJM Y SEIKR LEMW
�A CB #4, TY I
GR= 397.28
IE =392.83
�B 48 LF 6" PVC SS O 2.00X
�C CB #5, TY I
GR =396.57
IE =391.88
11 LF 6" PVC SS O 2.00X
OIL/WATER SEPARATOR,
UTILITY VAULT PART No.
660SA
RIM(CTR) =395.34
IE(in) =391.66
IE(out) =391.16
OF 6 LF 6" PVC SS O 2.00X
WITH HAND OPERABLE GATE
VALVE AND BOX AT
MIDPOINT
CLEANOUT W/45• BENDS
RIM =395.10
IE =391.04
0 CLEANOUT W/45• BENDS
RIM =397.18
IE =392.18
53 LF 6" PVC SS O 2.00X
CLEANOUT
RIM =395.13
IE =391.12
�K 4 LF 6" PVC SS O 2.00X
L`1 10 LF 6" PVC SS O 10OX
�M CONNECT TO EXIST. 8" SS
0 45, IE =(379.70)
GRAPHIC SCALE
zo o to xo 40 so NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY
PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 --05. SOUND
CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT
EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE 1930
IN ���� ] HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY
1 inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT CHECKED FOR COMPLIANCE
THE CONSTRUCTION OF THAT DEPICTED HEREON. TO CITY STANDARDS
Date
A Luv4'
EN p
- .r•- r r.a_ �.a. a.
of WASH J
so y w ►�� «� OF SITE UTILITY PLAN 9 -12 -05
CONSULTANTS, 1 -20 CITY
LAND DEVELOPMENT CONSULTANTS �f4 arm •..
RENTON SAFEWAY No. 1468 FUEL FACILITY ADDITION �: 1
10509 NE 120th PLACE, KIRKLAND, WA 98034 FS01swo \ 2 REVISED PER CITY COMMENTS JVH 4.05.06 JVH DATUM 4300 NE 4th STREET
phone (425) 765 --5053 fox (425)823 -5313 S /OVAL E 1 REVISED PER CITY COMMENTS JVH 1.13.06 a�AP ATPJU W L Planning /Building /Public Works Dept. RENTON, WASHINGTON C-104
email Ott � �r
1'J'h' comcas.ne r•'EXF, M 1 /2707 j NO. REVISION BY DATE APPR IN FORM, INC ! 4 O: 5
n MAY
SCAM E D 112006 A N N N N A A
1� V t
14