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811
Utilities Underground Location Center
(ID,IMT,ND,OR,WA)
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STA.=70+00.00, ALLEY E
END OF ROAD IMPROVEMENTS / :
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S.S.M.H. #6, TYPE 2-48" 0 ;
STA 70+05 00 5 00RT
300
295
290
285
280
275
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265
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
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S.S.M.H. #5, TYPE 2-486
STA. 71+18.57, 5.00' RT.
10 11
S.S.M.H. #4 \
SEE SHEET SS-01
CENTER OF CUL-DE-SAC
STA 71 +87.41, ALLEY E
- s -= STA. 6+26.68, ROAD A
13 14 15 16 17
19
71 +00 72+00
CERTIFICATION FOR AS-BUILTS ONLY.
S A SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
.��, ° y '• DATED JANUARY 30, 2018, JOB #1938-001-016. 0 FIRST SUBMITTAL
`P 1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
2 715
AS�BUILT
SS�ONAL ENG\
2-3-ZO20 NO. REVISION
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
PDG
ESM 01/03/18
DRAWN:
DM
CHECKED:
20 21 22
SCALE:
1 a=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
300
295
290
285
280
275
270
265
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
m
+ CITY OF
RENTON
e
Planning/Building/Public Works Dept.
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SCALE: 1 "�_20' HORIZ.
1 —5 VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
LOT SERVICE
CROSSING TABLE
LOT #
WATER IE
SEWER CROWN
DIFFERENCE
1
281.04
276.64
4.40
2
279.87
276.11
3.76
3
279.38
276.06
3.32
4
278.47
274.91
3.56
5
276.45
273.60
2.85
6
275.91
273.61
2.30
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EAR LI N GTON TOWN H OM ES
SANITARY SEWER PLAN & PROFILE
UTILITY PERMIT #
DATE:
01/23/111
FIELDBOOK:
PAGE:
DRAWING NO:
SS-04
SHEET: OF:
36 55
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S-397106