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390
385
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Cal 2 Working Days Before You Dip
811
Unities Underground Location Center
(D,iMT,ND,OR,WA)
INT'X
STA. 15+51.29, ROAD D
= STA. 30+00.00, ROAD C
30+00
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S.M.H. #13, TYPE 1-48"0 S.S.M.H. #14, TYPE 1-48"0
A. 30+47.13, 3.79' RT. 7.5 SEWER EASEMENT (TYP.) STA. 31 +97.28, 2.95' RT.
6"0 SIDE SEWER 148 LF, 8"0 PVC SS
® S=2.0% MIN. (TYP.) 35 LF, 8"0 PVC SS
ROAD C TRAC
� 31 +00 -
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71
a i
I.E.=381.82 I.E.=381.50 LE.=382.50
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21 22 1 23
\ \ PAD=386.00 PAD=387.00 PAD=388.00
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RIM=386.46
IE IN=378.87 8"0 E
IE OUT=378.77 8"0 SW
I.E.=384.50 I.E.=386.00i
24 I.E.=388.86
PAD=390.00 25
PAD=391.50 26
PAD=393.00
SEWER EASEMENT
7.5' MIN. TO BASEMENT
S.S.M.H. #15, TYPE 1-48"
STA. 32+38.03, 2.69' RT.
.S.M.H. #12, TYPE 1-48
STA. 32+85.04, 0.77' RT.
SEWER EASEMENT 27
7.5' MIN. TO BASEMENT PAD=391.50
INT'X
STA. 17+69.04, ROAD D
= STA. 33+47.32, ROAD C 07 i�
t IE.=386.84
Oo C)6+9jw Q
�O 33+47
W -�
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S.M.H. #11, TYPE 1-48'
A. 33+22.57. 1.41' RT.
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31 +00
32+00
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39 1
I.E.=390.33 PAD=395.50 I
38
I.E.
1390.47
PAD=395.50
37
PAD=395.50
I.E.=390.55
J
TRACT J
L'
36
I.E.=390.10
PAD=394.80
01
I.E.-389.72 35
PAD=394.80
34
I.E.=389.19 PAD=394.80
35 LF, 8"0 PVC SS
-I.E.=388.62
33
PAD=394.80
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35
\, R &C SS
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1-48"0 RIM=392.46
IE IN=384.32 8"0 NE
E IE OUT=384.22 8"0 W
"0 SW
33+00
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395
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® CONSULTING ENGINEERS L L C "`�+r1/ 0 FIRST SUMITUL EW 7 11 1 SURVEYED: SCALE:
33400 8th Avenue South �� •• • • HORIZONTAL NAD 11983/1991
y'l� TOy : 1 SUt�IIIItTTAL ESII11 1 DESIGNED: s�
Suite 205
Federal Way, WA 98003 ® �� 2 � �� I 101 /1 UN
FEDERAL WAY (253) e3e-6113 -
www.esmcivil.com E�EU (425) 297-9900 • DRAWN:
ELLENSBURG (509) 962-2608 3 FINAL SLO I li� 7Li lM 11 201 C
Civil Engineering Land Surveying Land Planning ..((�� 401 1 I ONE INCH DATUM
Public Works I Project Management I Landscape Architecture ••�r�`C/S Q �• 4 MYLAR SLISM11TAL ESM 1 01 1 CHECKED: AT FULL SCALE
• IF NOT ONE INCH
ESM JOB #1799-001-013 �OMAL•'E� � �/� fJO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY
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 ® 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 STANDARDS
S 377503
iz CITY OF
RENTON
Planning/Building/Public Works Dept.
DATE:
WH ITMAN COURT 12/01/2014
FIELDBOOK:
PAGE
SANITARY SEWER PLAN AND PROFILE DRAWING NO:
PERMIT #U14003820 SS-02
SHEET: 31 OF:40
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