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GRAPHIC SCALE 20 0 10 20 40
PROPOSED SANITARY SEWER
TO BE CONNECTED TO
EXISTING 8"0 STUB.
EXST. SSMH #11, 48"0
RIM= 297.5, W/SOLID LID
IE= 288.14 8"%7.c IN (SE)
IE= 288.14 6"0 IN (SW)
IE= 288.03 8"%7.c 0
( IN FEET )
1 inch = 20 ft.
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SK SHORT PLAT
80 A PORTION OF THE NE 1/4 OF THE SE �4 OF SEC. 5, TWP. 23N., RGE. 5E., W.M.
± CITY OF RENTON, KING COUNTY, WASHINGTON
SSMH 1, 48"0
W/SOLID LOCKING LID
STA: 0+83.81, 7.00' RT
RIM=--J!297.2& ;P17, 13
IE = 299.31 8"%7.c IN (S) of .2'j
IE = 489:24- 8.7.%c OUT (NW) ZS6.l4)
- CONTRACTOR TO VERIFY LOCATION
AND DEPTH OF EXISTING STUB BY
POTHOLING PRIOR TO CONSTRUCTION
4
C•)
7
2253850060
5
N 12'
IfT
CHERRY 4 CEDAR
6
CO.
a
/\
27 LF 6"0 PVC 0 2.0%
i
®
L O /T
STA: 1+00.00, 27.00' LT
I.E. = 289.85
TEE INTERSECTION
STA. 1+00.00, 0.00 RT
-�
I.E. = 289.31
41 LF 6"0 PVC ® 2.0%
TEE INTERSECTION
STA: 1+15.30, 0.00' RT
\
I.E. = 289.46
/
SSCO 2, 6"0
14 LF 6"0 PVC 0 20.0%
/
STA: 1+27.41, 41.00' LT
N
RIM= 299.04rt
STA: 1+15.30, 9.00' RT
I.E. = 292.34
PRIVATE JOINT ACCESS DRIVE
PROFILE VIEW
SCALE: HORIZONTAL 1"= 20'
VERTICAL 1 "= 4'
a,
N a,
LOW POINT ELEV = 295.00
00 >-
LOW POINT STA = 1+47.29
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3-
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PVI STA = 1 +48.59
N
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W
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C-);
PVI ELEV = 294.60
w
304
IJ
Y
QI;OQ
A.D. = 10.85
LJI�
W
of F-
K = 2.77
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296 II
II
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EXST. 8"0 DI WM -
--'
- -
--
EXST. 27'_F 8"0 PVC ® 0.40%
Ii
I
_
STUB & AP, IE= 288.25 PER
ASBUILTS
i I
EXST TV C900 PVC ® 0.40%
�L _ - - - -
I,
129 LF 8"0 SS ®�-99
PVC SDR35 ASTM D3034
I
EXST. SSMH #11, 48'0
SSMH
1, TYPE 1 48"0
STA: 0+76.68, 23.94' RT
STA:
STA:
0+83.81, 7.00' RT
RIM= 8W/SOLID LID
RIM=
-i-29�5, W/SOLID LID
IE= 288.14.14 TO IN (SE) -
2l5Qj' E= 288.51
TO IN (S) Lai
IE= 288.14 6"0 IN (SW)
28Fg,1 jlE= �i8$:il•
TO OUT (NW)
IE= 288.03 8" 0 OUT (N1
PROP.
SS SERVICE LINES
FOR LOTS 1, 2, & 4.
280
- ,
CD
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N N
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NCN
0+40
0+80
1+20
1+60
ez
22 LF 6"0 PVC @ 15.0%
TEE INTERSECTION
STA: 1+27.41, 0.00' RT
I.E. = 289.58
STA: 1+48.28, 47.94' LT
SSCO 1, 8"0
I.E. = 293.70
STA: 1+29.41, 0.00' RT
RIM=-298.55-- Ti(e-q3
GARAGE
IE= 289.60
FF= 301.0
GARAGE
GARAGE
V V
9 LF 6"0 PVC ® 35.0%
FF= 299.5
FF= 300.0
LOT 4
� OT `3
LOT 2
NOTE:
STA: 1+38.77, 0.00' RT
HOUSE
HOUSE
HOUSE
STATIONING OF THE SANITARY SEWER CLEANOUTS
I.E. = 292.75
FF= 303.5
FF= 302.5
FF= 303.5
AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN
FROM THE NEAREST DOWNSTREAM MANHOLE.
ASBUILTS
SITE PLAN '
SCALE: 1 "= 20'
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EXST. GRADE @ CL OF
PROPOSED ASSESS DRIVE
FINISH GRADE
® CL OF
PROPOSED
ASSESS DRIVE
296
- PROP. 4'_` u:
vvivl
PR' WATER SERVICE
LI ES, LOTS 2, 3 &
4.
24LF 6 0
PERF PVC ® 0.0%,
ON BOTH
SIDES OF CB#1
48LF, 36"W
x 30"D, INFILTRATION
-TRENCH.
.TWO
24LF TRENCHES ON
OPPOSIT`
DF CB#1.
288
9 LF 6"0 ® 35.0%
SSCO#1, 8"0
STA: 2+14.63, 6.32' RT
RIM= 498.55-
Z9&,q3
IE= 289.60 6"0 IN (S)
EXISTING GRADE ELEV.
IE= 289.60 8"0 OUT (N
�j CL 'r ASSESS DRIVE
PROPOSED FINISHED GRADE
ELEV. ® CL OF ASSESS DRIVE
N
00
N C
�.N rC�
N
N
2+00
2+40
C::;vwo3qC/q^4?
VERTICAL DATUM:
CITY OF RENTON, NAVD 1988
BENCHMARK:
ELEVATION PER CITY OF RENTON
SURVEY CONTROL MONUMENT NO. 369;
CITY ELEVATION 101.368 METERS
(332.52')
N.
E
ZONAL
__ V.Ili �LEAN OUT DETAIL
F, _ _ �+� EXPIRES 09/20/OB
FN P. i - NOT TO SCALE
r r' SCH'WEIXL &
AssocIAm, Pu c
f,
F' . E FI
r " CIVIL ENGMIEERING &PROJECT MANAGENIT
-- [ ARR R A
vi Al \ f vJ( .i PJ 15 705 SOUTH 9TH STREET Bus.(25J3) 272-�
-- n_ 303 SUITE
# Fox • (253) 172-4495
TACOMA, WA 98405 bSChweikIdI88!I.COm
CITY OF� RENTON
CHECKED FOR COMPLIANCE
y PTO CITY STANDARDS
Date
Date
Date
DEPARTMENT OF PUBLIC WORKS
SK SHORT PLAT
SANITARY SEWER
SERVICE PLAN
DESIGNED: MJC DATE: 07/03/07 FILE NAME: 06078-C7
DRAWN: SOP/AJS
CHECKED: BAS SCALE: 1" = 20' FIELD BOOK; PAGE:
NO. REVISION BY APPR, DATE APPROVED: SHEET: C-7 OF: 11
DIREG713R OF PUBLIC WORKS
.t x �r �; iL�►1
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