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A PORTION OF NW 1/'4, SEC.3, T.23N, R.5E, W.M.
3
APPROX LOCATION OF FUTURE
12" WATER LINE. TO BE I
10 I I INSTALLED BY DEVELOPER OF
9 CHRISTELLE RIDGE PLAT (t 2'
4EAST OF WEST EDGE OF EXIST
p�� ^ TM--- -Pi�•- 3 PAVEMENT FOG LINE)
�W I
SE 21a +oo _ I _ _--- r - - - --
219+00
O�C EEK PX -� _ _
1_220+00
3 � GI�COUNT�Y STL�__.c
END CONSTRUCTION
- �_KIN01 B STA 220 +00
PROPOSED JOINT UTILITY
TRENCH. SEE DWG UG10. 1
77- l
tJ —
NOTES:
1.
STORM DRAIN INVERTS ARE
20 0 20 40
MEASURED FROM CENTER OF
CATCH BASIN.
2.
PIPE ZONE BEDDING AND
HORZ
scale feet
BACKFILL PER WSDOT STD PLAN
CALL 48 HOURS
B55.2b -0
3.
SEE DWGS SD13 TO SD17 FOR,
DRAINAGE LATERAL PROFILES.
4.
CB TYPE 1 PER RENTON
_ .
STANDARD PLAN SP 801.2.
1_
5.
CB TYPE 2 PER CITY OF
s9 CITY OF
RENTON STANDARD PLAN SP
3/21/08
B027.
6.
ALL FRAMES, MANHOLE RINGS,
AND LIDS SHALL BE OF
LOCKING TYPE PER CITY
BEFORE YOU DIG
STANDARDS IN RIGHT -OF -WAY.
7.
CONSTRUCT CURB &GUTTER
PER-CITY-OF-RENTON-STD-PLAN-
SP F015.
S GU
VERT 10 0 10 20
20 0 20 40
�Y�9
h`
KC MAP NO. 316-12
scale feet
HORZ
scale feet
KEY PLAN
CALL 48 HOURS
.rf�=?K;} �
33301 9TH AVENUE SOUTH
j FEDERAL WAY, WASHINGTON
wmnor
wur
xo� u°idlwl
s9 CITY OF
DUVALL AVE NE / COAL CREEK PARKWAY SE
3/21/08
MAS
BEFORE YOU DIG
�"
BERGER/ABAM 98003 -2600
°°"`
_u RENTON
RECONSTRUCTION
"
s -%1-681 -800 -424 -5555
INCI NE Ex! I xc.
VOICE: (2064331-2300
ARM
Esc
ac n�
DATUM
PI /Building/Public /Public Works Dept.
g
proved For construction
SE 107TH PLACE TO NEWCASTLE CITY LIMITS
SANITARY SEWER AND DRAINAGE
SD 12
��4"
King County}.•'`
FAX: (206)331 -2250
N0.
REVISION
BY
DATE
APPRm
�""""`
3�
JsG_
Robert M. Hanson P.E. Date
PLAN AND PROFILE SHEET 9
" 80 183
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