HomeMy WebLinkAboutWWP2703775.5A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. E., W.M., KING COUNTY, WA
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395
390
385
380
375
370
Cal 2 Working Days Before You Dig
811
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PAD=387.50
TS,S',03
7.5' SEWER EASEMENT (TYP.)
37 LF, 8"0 PVC SS /
60 LF, 8"
113
SSCO #1
N=1806.
TRACT B
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END ROAD IMPROVEMENTS
STA. 1 +00.00, TRACT B
ELEV: 387.53
1 +00
PROPOSED GRADE 0 �
EXISTING GRADE 0
1.0C
L46 LF, 8"0 PVC SS
0 S=0.50%
SSMH #16. TYPE 1-48"0
RIM=387.86
IE IN=381.03 6"0 W
IE OUT=380.86 8"0 S
TRACT B
ENGINEERS LLC
®CONSULTING
33400 8thAvenue So South
Suite 205
Federal Way. WA 98003
E17 FER1L WAY (253) ex-6tu
www.esmcivil.com
EVERETT (425) 297-9900
ELLENSBURG (509) 962-2608
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Management I Landscape Architecture
ESM
JOB #1799-001-013
STA. 2+02.86, TRACT B
BACK OF WALK
ELEV: 388.56
SEE SHEET SS-03
37 LF, 8"0 PVC SS
0 S=0.99%
RIM=388.33
IE IN=380.63 8"0 N
IE IN=380.80 6"0 S
IE OUT=380.53 8"0 SE
2+00
Elly,
395
390
385
375
370
2+60
0
FIRST SUBIwitITAL
1
SECOND SUBMITTAL
2
THIRD SUBMf1TAL
3
FWIL SUBMQTAL
4
IIYLM SUBMITTAL
dC.
REVISION
6"0 SIDE SEWER
0 S=2.0% MIN. (TYP.)
395
390
385
380
375
370
IMM 07 11 14 SURVEYED:
ESM 1 DESIGNED 1 DESIGNED
am 10/29/1
ESM 11 20 1 4.
DRAWN:
cit
ESM 11VO11141 CHECKED:
BY I DATE I APPR 1 APPROVED
VIA N I i
j 1
I i
INT'X
STA. 13+76.32, WHITMAN C
%1" = STA. 52+63.97, ROAD B
34 LF, 8"9) PVC SS I
/ o W
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to C�
D I 1
2 1
II I == STA. 14+54.95, WHITMAN CT NE
SEE SHEET SS-01
TRACT D
00ro 00
00ro 00
0000
000000
PROPOSED GRADE
0
EXISTING GRADE 0 q -�
RIM=388.22
IE IN=379.48 8"0 N
IE IN=379.48 8"0 W
IE OUT=379.38 8"0 E
5+00
TRACT H
395
390
385
380
375
370
6+00
n
KEY MAP
SCALE: 1 "=20' HORIZ.
1 =5 VERT.
20 10 0 20 40
NOTES:
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 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 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.
CHECKED FOR COMPLIANCE TO CITY STAN ARDS
l
S 377505
SCALE: DATE:
VERTICAL NAVD ,3/1 WHITMAN COURT 12/01/201,
1 =20' HORIZONTAL NAD 1983/1991 :� D T Y 0
��VV I FIELOBOOK:
=u REN TONONE INCH SANITARY SEWER PLAN AND PROFILE DRAWING NO:
AT FULL SCALE DATUM Planning/Building/Public Works Dept. PERMIT #U14003820 SS-04
IF NOT ONE INCH
SCALE ACCORDINGLY SHEET:33 OF.40
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