HomeMy WebLinkAboutR-419505O T
VJ
V—
C)
1
0
W
w �
� 3
I a
L 'Dro
N n W W
U O O Z a
o o
X N ao
\\
%H M M Q
2 \\2 V)
co w
i:ii,.iwIw
Q H F � z
Wr�oww
J Q Q J (n Q'
I., J In d D X
1
8"DEC
o \18"CON / / ��� ,433���� �� A A I I /-------- \
�6 'CON �, f8"CON (0 "CON v V A V i / GRASS III 34"CON 24"CON
28"CON / �ti / � / � � � � A V A V I I
32"QON
0 \ V \ \ I I
/ 16"CON / / l 4W'CED. A \ \ \ \ I 1
° CDEC2»CON
24"CON 14"CON / 10"CON 40"CED. \ II 1 \\ \ \ \ \ 1 1 /
/28"CON
/� 40"CON I
oY \ \ 8"6ON 30"CON
\ 22"CON \\ (\ ( I / / I I I II i 10 CED
\ 26"CON
z
oz \ 24�'CON
A AV A V / / /
o 1F4 CON 12'tgN
14"CON
3 „CON
0 26' ON
V 10"CON
� I
36"CpN�
�o v
16"CON
12"CON�� \V A\ \ �� ��/� / // / // /
�
14"CON 6"CON \�
o \ \ A \ / / v / //
A \ 28"Cl �/ / / // // o
24"CON 18"CON \ 32"ON \ V / / 40"CED.
/ GRASS o
V �
N 118"CON 18"CON \ \ \ \ � � � � � � GRASS /
AV A \ 40"CED. // // /
r�* * 8"CON V A\ 32 ICON _ — ' I /
w \ 8"CON ' Q I /
N ° \ 16 CON I //
\ ��� ' I / z
/ I
I z
� Y
16"DEC � _ _ � � �32"CON � � � -- — � � I
z
24"CON 32"CO � 2 "CON \ l
24"CON I
o
2"CON 10"CON 12"CON o
0 \\ GRASS
$26
"CON \ \
0 26"CON
o
0 32"CON 20"CON i / \ i
30"CON
10"CON 8"CON 8"CON 24"CON �P ASPHALT \ \ / I /
YD
o❑ / N
0 pF P / 40"CED4
Je �QG I
SAND BALLFIELD o \ z
zo L
o a J
D
i I z o \ c�
o (2)24"CON / p 11 I v 0 io
/ I / 00
° / ASPHALT v� \ / o
BASKETBALL COURT I ALLJ
I =
ASPHALT / /� d� \ \ Li
Li
GRASS I A\
m
/ 1
/ CB RIM=424.67 \ \ ))
0 a / CB RIM=425.12
/ IE 6" CONIC(SW)=423.5 IE 6" CCONIC0 (W)=423.1 \
BTM=423.5 \V A \ — o
EDGE / CB RIM=424.43 \ \ CHIN LINK FNC _
z OF ASPHALT / / IE 6" CONIC (E)=421.6 d� \ \ \ 8 0 ° — o Q
I / CB RIM=423.15 — — — — ° o CONIC J m
IE 6" CONIC (S)=421.5 \
(n w 6"DEC F _ _ _ BTM-421.5 / IE 6" CONIC (E)=421.2 / — 0-0 BLEACHER o
w /\ / BTM=421.0 / / a o
y c� I / 6„DEC = 8"DEC / / / / D o
U) �-j P2��1
� o � c A2 G
i
sOPL 2-6 HP G
OPL 16" HP G / c �� / GRASS
z G i ASPHALT
o � � �ti5
8"DEC
TRANSMISSION TOWER
NO°19'4 .82' GRASS o
_ p P I G
c \ 3 I \
\ G _
o PLANTER I P —� ASPHALT PATH
i ASPHALT PATH P _ G G 1 \ G OPL 20" HP G I \\
cn
c 1 Q a_ �
N � Q DECO. CEDARS 6"DEC _ I
;r TYP — — — _00
( )
/ I ----------_— P G OPL 16" HP G
W 51.14'
P P
—,
•
�� 16"CHERRY i
• • • z 6' CHN LNK FNC P
KFN
— Z
L� o
>-
I
0 P
O P
P
\'rn
R. Xn rY
1oF
J
I / P
I
P
WA SX
�\�� C�
z o
\
Q
GRAPHIC SCALE
/
P
P N5°49'22"E 371.98'
DECO. CEDARS (TYP)
' —
' ASPHALT PATH PLA
—
a O�
i`0
o
20
0 20 40
P
\
cn
I
P
P
--
0-0
33130
I
FEET)
—P�L_ \� .^� DECO. CEDARS (TYP)
sS ��GI S TE ����4��
inch ft.
SEE SHEET
1 FOR LEGEND
PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M.
ar LAN
CAD/CALC WRH
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
KIWANIS PARK
DATE
2-29-16
TOPOGRAPHIC SURVEY
PROJECT NO.
SCALE
1" = 60'
DRAWN DMB
p.425.827.2014 1 f.425.827.5043
P
901 UNION AVE NE, RENTON,
FOR
16364.10
SURVEY TEAM PG
PLAT CHK WRH
......................................................
Civil Structural Planning Survey
WA 98056
FIELD BOOK
703A
CITY OF RENTON
SHEET 2 OF 4
SYMI
REVISION
DATE
BY
APP'D
An Engineering Services Company paceengrs.com
DWG FILE
16364—SRV.dwg
R-419505 SV-2