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CB 8073 TYPE I
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RIM EL=148.80
6 12"CMP(S)IE=145.45
CB 8032 TYPE I °�
18"CONC(N)IE=145.40
RIM EL- 48.75
6"CONC(S)IE=146.50
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RIM EL=148.60
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4"PVC(S)IE=146.59
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REPLACE ASPHAL T AND
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PROPOSED OR/VEWA Y
CB 8146 TYPE
/ RIM EL=156.68
4"PVC(NE)IE=155.45
/ 6"CPEP(E)IE=154.77,.'
l 4"CPEP(N)IE=154.70
4"CPEP(N)IE=154.55
12"CMP(S)IE=154.53 "
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8 PV N IE=145.17
8"PVC(W IE=139.02 PROPOSED EXTRUDED SDMH 8147 TYPE
a 12"PVC( )IE=138.72 CONCRETE TRAFFIC CURB RIM EL=157.10
12"PVC( )IE=138.62 36"CMP(S)IE=151.70
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EXISTING DOMESTIC I
METER, IRRIGA NON \
METER AND FIRE
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• HYDRANT TO REMAIN
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EXISTING
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PROPOSED I SDMH 8148, TYPE II
�N LANDING RIM EL=158.93
36"CMP(N)IE=151.48
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sD I ^ 12"CMP(W)IE=151.28
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CB 8095 TYPE I , /
RIM EL=152.74 - 5 SIDEWALK
8"CMP(E)IE=151.2
8"CMP(W)IE=151.'
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PROPOSED
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4512 TALBOT RD S
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PROPOSED
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/ PROPOSED FF 16J 0
STORM SPLASH II Q
BLOCK V ^n� o �9..
PERFORATED PIPE
,�� CONNECT/ON
EX/STING TREE
f1 TO BE RETAINED-Ll
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166
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- - - - 10' LANDSCAPE
a.•
BUFFER
- - - _ EXIS77NG TREES TO
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a 0 CB 8091 TYPE I � W h � �6 G
-G RIM EL=156.16 W RD= o�
4"PVC(E)IE=154.79 _ FD
12"PVC(S)IE=154.17
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2"CMP(N)IE=154.11 Q _ W O
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a 'RIM EL=156.76 p Ci
12"PVC(S)IE=146.21
12"PVC(N)IE-146.06
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SPLASH BLOCK
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EXIST/NG ROCKERY
TO REMA/N
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PROPOSED ROCKERY PER
NELSON GEOTECHNICAL
II I/ I
3 - --- � 4" FIRE L/NE
(INSTALLED BY WEA THERL Y INNS
NO. I REVISION
FD
THERL Y/NN
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c
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SS
F
RD RD D
FD FD � I
SCALE: 1" = 20'
0 10 20 40
(VOTE
REQUIRED STORM BMPS 877 SF
PROVIDED 1, 400 SF110010
PROJECT
NO. 18242
`t gIDEKO
•,�' . •OF ' IYAS,y�
0. CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
A'•. ,p alaas o '�. PLANNING
�o,:•FcrsTEg�:•�`� DESIGN SURVEYING
FSS�ONAL ENS\
11-Lf-ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W-409401
-4 RECORD D94R
SURVEYED: SCALE: DATE:
ROW VERTICAL• NAVE) 1988 • CITY 0 F OCT 2021
HORIZONTAL- NAD 1983/1991
DESIGNED: SHM
FlELDBOOK:
DRAWN: ES SONE INCH DATUM R E N TO N PqG�
SITE AND COMPOSITE' UTILITY PLAN DRAWING NO:
J
CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. Cl. 0`J
IF NOT ONE INCH
BY DATE APPR APPROVED: Sh/I/ SCALE ACCORDINGLY SHEET: 3 OF: 11