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EX GROUND
CONTOUR (TYP)
Em
430
420
410
eam
TRACT M
(OPEN SPACE) A5'
EX TREETO BE SA VfD(TYP) Pl
15' BSBL
(TYP)
R�p��Ep TRACT L �I 426
(CRITICAL AREA)
SEE SHEETS C5.09-05.10 -
FOR SEWER SERVICE LINE
DESIGN (TYP)
SIDE SEWER -
PER C. O.R. STD DTL 406.1,
SEE SHEET C531 (TYP)
65 64 63
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\ 51f77..31
END ROAD'
50f 00.00, ROW 5 =
14149.57, ROAD A
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62
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/ SEWER EASEMENT V11
Ar /W
53 54 55 56 I 57 -
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SSMH 14 185LF 8" PVC
STA. 51 f84.81, 7. 00' L T 9 0. 0075
TYPE 1-48"
R/M 423.91
8" IE OUT 415.97 (E)
SEE SHEET
C5.02
.. Q
Q'
TRACT)
(STORM DRAINAGE)
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NI
58 59
10' UTILITY SEE SHEET
EASEMENT (TYP) 5. 0.1
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
52+50 52+00 51 f50 51 f00 50+50
UNDERGROUND LOCATOR SERVICE
,4k
CALL BEFORE YOU DIG
8/g
50+00
SEWER MANHOLE
PER CO. R. STD OTL 400. >,
SEE SHEET C5.31 (TYP)
PROPOSED FINISH
GRADE CONTOUR
(TYP)
STA. 14f26. >0, 4.40" L T
TYPE 1-48»
R/M 427.78
8" lE /N 414.58 (S)
8" If OUT 414.48 (N)
Eml
430
420
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
s°fD
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAI/R/N
3
REVISED PER CITY COMMENTS
KEL
0/11/2
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA l/R/N
N0.
REVISION
BY
DATE
APPR
APPRavm:
ROLL/ HEA l/R/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD lsae
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
SEWER LEGEND
0
O
tiF
SG�
SFT
e�L
O
NE 2TH ST
`(EYMAP
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EXI577NG SEWER PIPE SCALE: 1 " = 3 O'
SEWER PIPE FLOW ARROW
SEWER STRUCTURE o 15 30 60
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN /NSTALLAAON CROSSES OVER SANITARY SEWERS, THE MINIMUM I/ERACAL
SEPARAAON SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE W/TH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETA/LS).
3. ALL SIDE SEWER TEES SHALL BE F/ELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNECAON TO EX/STING PIPE FOR PROPER AS—BU/L T
ELEVA AON PR/OR TO CONSTRUCAON OF MANHOLE OVER LINE.
SIDE
SEWER NOTES
1. MINIMUM SLOPE ON 6" S/DE SEWER LINES /S 29
2. UNITS NUMBERS MARKED W/TH A "*" W/LL HA I/E BACKWATER VA l/ES INS TALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERWCE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMAAON.,con
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
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WASTEWATER UTILITY�'
jstowell 11 /13/2023 '
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SA/V/TARYSEWER PLAN &PROF/LE
Row 5
N
DATE:
O
0/1>/2023
FIELDeo
PAGE:
DRAWING N0:
C5.06
SHEET: OF:
42 93