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A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
HIGH AVE S
5 SEE SHEET SS -04
FF= 452.30 CL INT'X a
CL I
S A 13 +71.19, S 28TH STREET STA 15 15
CLEANOUT (TYP.) 6 \ +40.70, S 28TH STREET
=
SEE SANITARY STA. 5 +00.00, ACCESS ESM'T
FF= 45300
SANITARY SIDE SEWER s'. I =STA. 2 +59.49, HIGH AVE S
TABLE ON THIS SHEET . 7
FF= 453.80 8 3378100060
Ex- '115 LF, 8 "0 PVC SS FF= 453.80 CL I 'X
i9 0 -0239 FT. /FT STA 15 +68.54, S 28TH STREET
= STA. 3 +00.00, HIGH AVE S
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- �1- SIDEWAY
1 STA. 13 +75.69, 3.24' RT. -
RIM= 450.55
IE IN= 441.60 8 "0 S
!,E N= 441.5$ 8'0 E .,
IE OUT =441.47 8"o `N ..._..� ................
10' PRIVATE JOINT " " ..................
EXISTING CONC. SIDE,'JALK
APPROX, 25 WIDE
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_ S 28TH ST
RESIDENTIAL ACCESS) +
�`•, EXISTING EXISTING CONC. SIDEWALK
PAVEMENT r APPROX. 2.5' WIDE
CONNECT TO EXISTING 8 0 S.S. 13 UTILITY ESMT.
CONTRACTOR TO VERIFY SIZE AN
18 DEPTH PRIOR TO CONSTRUCTION, - FF= 453.90 SSMH EX -01, TYPE 1 -48 "0
AND NOTIFY ENGINEER OF ANY JOINT UTILffY TRENCH STA 15 +38.97, 24.83' LT - s�
DISCREPANCIES 26' PRIVATE ACCESS (TYP.) RIM =!03 ! 453.53
AND PUBLIC j2 �IE IN- 445.41, 8 "o SE ,
17 UTILITY ESMT. FF= 454.60 TIE OUT= 4_45.34, 8 "O W
FF= 452.70 EL:454.50
(SEE SHEET SS -05)
ACCESS EASEMENT
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S 28TH STREET
(RESIDENTIAL ACCESS)
ING GRADE 0
GRADE 0 1'q-
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S
14 +60 15 +00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 1 MYLAR SUBMITTAL
NO.
REVISION
1
1
1
1
9 (SEE SHEET SS -04)
HIGH AVE S
STA. 15
ELEV. _
-V1, I'ILI 1 -40W I
1A 15 +38.9D, 24.83' LTEX -01
rtq- 453.x- 453.53 1
IN= 445.411. 8 "0 SE .
15 +40 15 +80
ESM 02/11/14 masrm:
ESM /15/14
ESM /12/14
ER
BY I DATE I APPR
SANITARY SIDE SEWERS
LOT
DOWNSTREAM
S.S.M.H.
SERVICEINVERT
ELEVATION AT
S.S. MAIN
-:
CONNECT TO EXISTING 8 "0 $S.
COP TRACTOR TO VERIFY SIZE AND DEPTH
PRR TO CONSTRUCTION, AND NOTIFY
ENGINEER OF 4,4Y DISCREPANCIES.
LENGTH OF
SERVICEFROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
13 +40
13 +80 14 +20
EX-02
430.84
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445.19
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450.5
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445.83
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447.30
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452.1
13
1
442.07
14 +60 15 +00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 1 MYLAR SUBMITTAL
NO.
REVISION
1
1
1
1
9 (SEE SHEET SS -04)
HIGH AVE S
STA. 15
ELEV. _
-V1, I'ILI 1 -40W I
1A 15 +38.9D, 24.83' LTEX -01
rtq- 453.x- 453.53 1
IN= 445.411. 8 "0 SE .
15 +40 15 +80
ESM 02/11/14 masrm:
ESM /15/14
ESM /12/14
ER
BY I DATE I APPR
SANITARY SIDE SEWERS
LOT
DOWNSTREAM
S.S.M.H.
SERVICEINVERT
ELEVATION AT
S.S. MAIN
LENGTH OF
SERVICEFROM
SS MAIN TO
S.S.C.O.
INVERT
ELEVATION
AT S.S.C.O.
LENGTH OF
SERVICEFROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
6
EX-02
430.84
33
445.19
10
446.50
450.5
7
1
442.14
29
445.83
10
447.30
451.3
8
1
443.33
18
446.57
10
447.30
451.3
12
1
443.26
39
446.78
10
448.10
452.1
13
1
442.07
27
445.93
10
447.40
451.4
17
EX 02
428.83
23
444.73
10
446.20
450.2
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AM CITY OF
RENTON
°NI DATUM
•*,vu scu Planning /Building /Public Works Dept.
6 MqE Hp
SGIE KCOIANLLY
SCALE: 1=20' RORIZ
1' -5' VERT.
20 10 0 20 40
S= 312904
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 0 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'DIA. CONCRETE
RING POURED AT GRADE. WHERE MANHOLES
LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
450
440
CHECKED FOR COMPLIANCE TO CITY STANDARDS
LaRosa
SANITARY SEWER PLAN AND PROFILE "
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