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A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
CN 2 Wa llft Days Before You DI61
UlMlss U1derWmmd Locsion Canter
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S 28TH STREET
(SEE SHEET SS -02)
_
CL IN
STA. 3 +00.00, HIGH AVE S
STA. 15 +68.54', S 28TH
ELEV. = 453.51
NITS - - 2 +32.99, HIGH AVE S
END
- - - ALLEY IMPROVEMENTS - - -_ --
ELEV. 11. = 453.59
1G
JOINT UTILITY TRENCH
(TYP.)
HIGH AVE S
1 +40
1 +80
DOVIMSTREAM
S.S.M.H.
SERVICE INVERT
ELEVATION AT
S.S. MAIN
LENGTH OF
SERVICE FROM
SS MAIN TO
S.S.C.O.
INVERT
ELEVATION
AT S.S.C.O.
®
33000emAVanueso n I ®I ®I I
STRUCTURAL
PAD ELEVATION
Sui,a208
EX-01
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450.50
454.5
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ESM
JOB #1670- 004 -013
2 +60
0 1 FIRST SUBMITTAL
1 1 SECOND SUBMITV
2 1 MYLAR SUBMITTAL
He
4651465
SANITARY SIDE SEWERS
LOT
DOVIMSTREAM
S.S.M.H.
SERVICE INVERT
ELEVATION AT
S.S. MAIN
LENGTH OF
SERVICE FROM
SS MAIN TO
S.S.C.O.
INVERT
ELEVATION
AT S.S.C.O.
LENGTH OF
SERVICE FROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
9
EX-01
447.45
9
449.00
10
450.50
454.5
10
EX-01
449.37
8
450.18
10
451.70
455.7
11
EX-01
1 450.80
1 8
1 451.05
10
452.50
1 456.5
l 3 +00.0 HIGH AVE ;S
STA. 15+ 8.54, S 28 ST
V. = 45 .51
STA 3 +26.50, HIGH AVE S
ELEV. 454.01
445 11 445 - - L
4 401 440 Ex o1,_TYPE 1 48-o
j I ST 4. 2 +34.66, 11.72' RT.
RIP = 453.41
IE N= 445.41 8 '0 SE
!E UT= 445.34 8 "O W
435 1435
3 +00 3 +00
ESM 2/11/14
ESM /I5 /u,�
ESM /12/14 1 fM
oaw�:
Q
REVISION I BY I DATE I APPR
LO U) Now
it
EX. .562 S
8'0 PV .S
L.F. t .
T- - - - - - T- _
FT.7FT.
n
SCALE: 1 =20' HOR1Z
1'-W VERr.
20 10 0 20
40
S= 372905
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET SS -05.
SEWER STUBS TO THE PROPERTY LINE
SHALL BE 6 -INCH O 2% SLOPE FROM MAIN
TO RIGHT -OF -WAY THEN UP TO SEWER
STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6* AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE 2'Dw.
CONCRETE RING POURED AT GRADE.
WHERE MANHOLES LOCATED IN PAVED
AREAS, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
I
m'o n ,o
STA. 5 +31.52
11 � ERD- ALLEY- fAIPR01
ELEV. 457.08
465
445
CHECKED FOR COMPLIANCE TO CITY STANDARDS
3 +40 3 +80 4 +20 4 +60 5 +00
CITY O F LaRosa �05/1�1,
RENTON SANITARY SEWER PLAN AND PROFILE
er u r Planning/Building/Public Works Dept. SS -04
25 "33
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