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CONTRACTOR TO VERIFY SIZE,
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STA. 52 +63.97,
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LOCATION AND DEPTH PRIOR
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PADS
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ESM JOB #1799 -001 -013
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-- PAD= 386.40
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f
� INTX
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A 13 +76.32, WHITMAN CT NE
= STA 52 +64.07, ROAD B
STA. 5 +00.00,
ROAD A
!
ELEV: 389.,,
- STA. 50 +41.21,
1 ELEV: 388.35
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PROPOSED
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SSMH 1 TYPE 1 0
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H 5 TYPE"
-- -
- ,._- -- S NTH 14. TYPE" 1 48*
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0 _ CONNECT EX 15
- �-
- - _.- -ENGIN
IE
IN= 16 8"
(48 j
NW
73
IN=3,7 .74 0
IE IN 379.74 8 "0 N'
A DEPTH PRIOR RNO
IE
IN- 380.16 B
(N)
IN=,
IE IN- 79.71 6 0 (W)
FY
,II
IE
IOUT= 0.06
"0 S
O
E " 0 (S)
ER OF ANY DISCREPANCIES.
IE IN 378.97 8 0 W
3 TYPE! 1 -48" S H 2 TYPE 1-48"0
P. 2.
-3 RIM' 38
_SSMH
I EM
IN= 379.48 8, 0 (N) IE M- 379.24 8 "0', (W)
I
IN= 379.48 8 0 (W) IE OUT= 379.14 800 (E)
i
I
OUT = 379.388 "0 (E)
I I
50 +00
51 +00
52 +00
NOTES:
n _P 4
SCALE: 1 =20' HORIZ.
1 " =5' VERT.
20 10 0 20 40
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION
DETAIL ON 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 DRNEWAY 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 ARE LOCATED IN PAVED AREAS,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
621
395
390
(�1
k:d
375
370
53 +00 53 +20 SM377504
CHECKED FOR COMPLIANCE TO CITY STANDARDS.�.
mm
ESM ESM 11 scvr= 1m'20' xomxart�lu�.w is�asi CITY OF WHITMAN COURT 12/01/201!
611 1 �a x
ES" '0/2111/14 RENTON
6M 11 1 cw SANITARY SEWER PLAN AND PROFILE R, Z
ESM 1 1 aECUo- DATUM
SS-03
RLL Planning /Building /Public Works Dept. PERMIT #U14003820
REVISION BY DATE APPR "C°0fl°HOLT* _g
CONSULTING ENGINEERS LLC
-K' q1p /I4'..•
® 3 O BM Avenue S u,M1 SuXe 205 I® I® I
Fe _," Wey. WA.B
www.esmcivil.com
FN
Ch11 E,,In ng Lena w n, IPM v.e,m wo,w. I R,oj=t
icNAL r /14
ESM JOB #1799 -001 -013
51 +00
52 +00
NOTES:
n _P 4
SCALE: 1 =20' HORIZ.
1 " =5' VERT.
20 10 0 20 40
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION
DETAIL ON 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 DRNEWAY 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 ARE LOCATED IN PAVED AREAS,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
621
395
390
(�1
k:d
375
370
53 +00 53 +20 SM377504
CHECKED FOR COMPLIANCE TO CITY STANDARDS.�.
mm
ESM ESM 11 scvr= 1m'20' xomxart�lu�.w is�asi CITY OF WHITMAN COURT 12/01/201!
611 1 �a x
ES" '0/2111/14 RENTON
6M 11 1 cw SANITARY SEWER PLAN AND PROFILE R, Z
ESM 1 1 aECUo- DATUM
SS-03
RLL Planning /Building /Public Works Dept. PERMIT #U14003820
REVISION BY DATE APPR "C°0fl°HOLT* _g