HomeMy WebLinkAboutWWP2703775.2A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
SEE SHEET RD-01
MATCH LINE STA. 15+00.00
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Cal 2 Working Days Before You Dig
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21
PAD�=386.00
SEWER EASEMENT 7.5' MIN. (TYP.)
32 31 30 29 28
PAD=387.50 PAD=387.50 , PAD=387.50 I PAD=388.50 PAD=389.50
I.E.=383.01=c.vio mnv. I t r.l N
6.39, 6.32' LT. s I r o
I.E.=383.37 I.E.=383.43 I.E.=384.27 --- I.E.=385.28 � U
39 LF, 8" 0 PVC SS H Q
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.S.M.H. 10, TYPE 1-48"OROAD D +A;-7LLU
STA. 16+56.46, 1.41' LT. 1 /
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STATION EQUATION
STA. 17+69.04, ROAD D
= STA. 33+47.32, ROAD C
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STA. 15+51.29, ROAD D
STA. 30+00.00, ROAD C
ELEV: 386.93
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— PROPOSED S.D.
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SSMH #7, TYPE 1-48"0
RIM=386.80
IE IN=377.64 8"0 E
IE OUT=377.54, 8"0 S
CONNECT TO EX 16"0 D.I. CONTRACTOR
TO VERIFY SIZE, DEPTH AND LOCATION
PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY DISCREPANCIES
15+00
`60 LF, 8"0 PVC SS
0 S=1.71%
SSMH 8 TYPE 1-48"0
RIM=386.91
IE IN=378.57 8"0 SE
IE IN=378.57 8"0 NE
IE OUT=378.47 8"0 W
50 LF, 8"0 PVC SS
0 S=1.66%
16+00
1.00%
39 LF, 8"0 PVC SS
0 S=1.02%
RIM=387.71
IE IN=379.70 8"0 SE
IE OUT=379.60 8"0 NW
PROPOSED GRADE 0
EXISTING GRADE 0 —
PROPOSED W.M.
SSMH #10, TYPE 1-48"0
RIM=388.01
IE IN=380.19 8"0 E
IE OUT=380.09 8"0 NW
17+00
GO00 0MO0)
134 LF, 8"0 PVC SS
0 S=3.00%
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17+80
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.
S 377502
CHECKED FOR COMPLIANCE TO CITY STANDARpS
/� / DATE:
® � �H� •. 0 FIRST SUBMITTAL ESM 11 1
SURVEYED: SCALE: �/ �/ H I T M A N COURT 2/ot /20t
CONSULTING ENGINEERS L L C • VERTICAL NAVD 1988
•'t�•• ! • HORIZONTAL: NAD 1983/1991 q T \/ C
Suite 8th Avenue South ��' l� 1 SECOND � �� i�s(111 26 sL.V �I I I ® ( . y y . DESIGNED:
Suite 205 FIELDBOOK:
Y. -+; - 2 THIRD SUBMITTAL GSM 10/29/1 laOB
Federal Way. WA 98003 R E �l T 0 PAGE FEDERAL WAY (253) eJe-6113
www.esmcivil.com EVERETr (425) 297-9900 : DRAWN:
ELLENSBURG (509) 982_2608 • . 3 Fh& SUBMRUIL ESM 11/20/14 CA SANITARY SEWER PLAN AND PROFILE DRAWING NO:
Civil En ineerin Land Surve n Land Planning • ONE INCH
9� 9 Yi 9 g � DATUM
Public Works I Project Management I Landscape Architecture WYLM SLOMMAL ESM 12/01/14 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PERMIT #U14003820 SS-01
••••C .STE ••!•(,.' IF NOT ONE INCH -
• • • • ESP r, -� SCALE ACCORDINGLY
ESM JOB #1799-001-013 ION ��//jy � REvlslorl DATE AP APPROVED: SHEET OF:40
30
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