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0 10' 20' 40'
SCALE: 1 "=20'
UTILITY CROSSING
TABLE
CROSSING#
IE UPPER
UTILITY
T/P LOWER UTILITY
SEPARATION
Ol
26.24
8" SD
24.74
3/4" W
1.50'±
O
25.28
8" SD
23.78
3/4" W
1.50'±
O
26.61
8" SD
25.83
6" SS
0.78'±
®
25.12
6" SS
23.62
3/4" W
1.50'±
UTILITY CROSSING NOTE:
CONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN
SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY
UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC.
OF ANY CONFLICTS.
SANITARY SEWER NOTES:
1. SANITARY SEWER CLEAN OUT PER CITY OF RENTON STANDARD DETAIL 403.1.
SEE DETAIL 1 /C8.1. (TYP.)
2. ALL SANITARY SEWER CATCH BASINS SHALL BE PER DETAIL 6/C8.1.
PROPOSED 13' X 19.5'
ACCESS EASEMENT
REC NO. 20230928000786
e^inr e^r,°.rn rn, iT, i nr 1—.1 nn., rrrn n.,e^rn —
7%
REVISED 20' X 5'
ACCESS EASEMENT
REC NO. 20230928000786
/P
SEWER EASEMENT
REC NO. 5253595
1
165 LF NEW \
3/4" TYPE K
COPPER TUBING
TO TRASH
ENCLOSURE
10' GAS EASEMENT
KC REC NO. 20130411001089
VA�V077 .
20 LF 6" PVC SS CAA 2.00% /
CONNECT TO
EXISTING SEWER
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SIDE SEWER NORTH OF POINT DRAFTED BASED ON
SIDE SEWER CARD #2067318 FROM THE CITY OF
RENTON. CONTRACTOR TO INDEPENDENTLY VERIFY,
THE LOCATION OF THE SIDE SEWER AND NOTIFY
BARGHAUSEN OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION. a
G
UTILITIES CONSTRUCTED UNDER
TED-40-4063 TO REMAIN IN
AREAS OF PROPERTY NOT
DISTURBED BY EXPANSION WORK
\ YY
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
15' X 100' /
SEWER EASEMENT
REC NO. 9708110700
d 4 0
WASTEWATER AND WATER PLAN
FOR
CHICK=FIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
REVISION
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: JC
BY DATE APPR APPROVED: ADB
\
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59
XISTING RPBA TO \
RASH ENCLOSURE.
ELOCATE AND s \ \
ELISE RPBA IF \ \
ALVAGEABLE.
'ILITIES EASEMENT
0001119 `
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\
�-- POWER EASEMENT \
KC REC. NO. 9410201209
m s
f
9 ' - \ \
SLOPES & UTILITIES EASEMENT \
--- - - --- ---- ------- \
SCALE:
VERTICAL: NAVD 1988
171=20' HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
�S 10°53' 15"W
42.03'
S19°57'04"E
48' SS�O N A L ENG
CITY OF
RENTON
Plonning/Building/Public Works Dept.
O UTILITY POTHOLING NOTE:
THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY VERTICAL AND
HORIZONTAL LOCATION OF EXISTING UTILITY AND/OR POTENTIAL CONFLICTS WITH EX. UTILTIES.
POTHOLING SHOULD OCCUR PRIOR TO INSTALLING ANY PROPOSED UTILITIES. CONTRACTOR
SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
UTILITY POTHOLING: SEE SHEET C9.0 FOR POTHOLING REQUIREMENTS
0 Know what's below.
p Call before you dig.
® Dial 811
S-425001 FW--425012
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/05/2023
WASTEWATER UTILITY ffAV,% ~�
jstowell 11 /27/2023
DATE:
WASTEWATER AND WATER PLAN 03/29/2023
FIELDBOOK:
E% FOR PAGE:
CHICK-FIL-A RENTON
® 375 RAINIER AVE S RENTON, WA 98055 C8.0
STORE NO.:04249 SHEET 12 OF: 20
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