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(CRITICAL AREA)
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10' UTILITY
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14149.57, ROAD A =
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SHEET
C5.06
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TYPE 1-48"
RIM 427.78
8" 1E IN 414.58 (5)
8" If /N 414.58 (W)
8" IE OUT 414.48 (N)
SIDE SEWER
PER C. O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
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SEE SHEETS C5.09-010 FOR
SEWER SERVICE LINE DESIGN (TYP)
STA. 12f83.35, 5.00' L T
TYPE 1-48"
RIM 430.18
8" IE /N 415.39 (5)
8" 1E /N 415.39 (W)
8" If /N 415.39 (E)
8" 1E OUT 415.29 (N)
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STA. 11*48.29, 5.00- L T
TYPE 1-48"
RIM 428.69
8"lE/N416.17(W)
8"IE/N 416.17(E)
8" IF OUT 416.07 (N)
SEE SHEET
C5.O8
SEE SHEET
C5.08
EX GROUND
CONTOUR (TYP)
10f 00.00, ROAD A =
81f89.10, NE 12TH ST
HIGH PT STA:
12f85.84
.
HIGH PT Z
L: 430.28
.
LOW PT STA: 10
65.77
PW STA:
13f00.00
LOW PT EL: 42788
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PW EL:
430.68
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PW STA: 10*60.00
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12f84.29 ROAD A
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EX/STING ELf ..
PROPOSED ELEV.
HOR/Z. SCALE.• 1 "30'
0 ROAD (TYP)
0 ROAD (TYP)
VERT. SCALE 1 N=5'
15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
NO.
REVISION
BY
DATE
APPR
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
APPROVED:
HOLL/ HEA VR/N
10+50
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
10+00
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
MI
SEWER LEGEND
0
0
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER P/PE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
GENERAL NOTES
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CAAONS.
2. WHERE THE WATER MAIN /NSTALLAAON CROSSES OVER SANITARY SEWERS, THE MIN/MUM I/ERACAL
SEPARAAON SHALL BE 18 INCHES, OR CONSTRUC17ON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNECTION TO EXISTING PIPE FOR PROPER AS -BOIL T
430 ELEVATION PR/OR TO CONSTRUCAON OF MANHOLE 0VfR LINE
420
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6'� S/DE SEWER LINES /S 29
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VAL VfS INSTALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY �!% DEVELOPMENT ENGINEERING
jstowell 11 /13/2023 yqi 12/06/2023
DATE:
TOWNS ON 12TH 10/11/2023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE
SA NITA R Y SEWER PLAN & PROF/LE C5.01
ROAD A (START-1 5+00) SHEET: OF:
37 93
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