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S W 114 SEC TION 29, ' TO WNSHIP 23 N, RANGE 5 E, W. M.
AV ANA
GE
-6ASPIIAqT„ „rJ
W PATH ...w p
STA, 30+95, 46, 33.50 R
(CENTER OF RADII) L
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6 " AL T ;p
Q \ PAT, .
A
S
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3,
ti
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, ..11+67.43, 42:71 .L
.STA ' �:.
,
EL. J52.45
STA. 36 170. �9, j.,30 L :...;? STA. 37+79.81 3, 52 L /
EL: 39 .92 _._ . .
`° \, �-�. STA 11=I,\83 54 4 .52 L t '""" •
5 wK..... EL. 400.41 \ \ . \ Oho r
r_. _ SE 72ND STR'EE : 3
MATCH EX. CURB .__ __ ..._ MATCH EX. CURB \
;J EL 351
- _ - G \
STA. ,11 h88;32 40 65 :wL
_GUTTER• AND CiSiDEWALI , GUTTER AND SIDEWALK. a r \ EL. 351.51 i
_...._
( i r
ST 1.1 +80, 91 36.13 L ,
of .,\
STA. 36+70.88 3.98 R
C \
EL. 351.20 \ g
8+ �
G
4
w
EL: 396.41 ..�,.:... -- f4 ,. _ CONNECT \ � ', M
.. _ - -(
o,
• A7CH EX` BACK D _. TO EXISTING
,. F .. .
AQ� d STA. 11+7,4.55, 29.59' L
�. 5 SIDEWALK d E . J50.76\ ,
4
CON
--1- , r irn , , ...__ .. _::.n MATCH E X' ACK OF \ �.
ITO EX/S•TI G I r1� hQ 2 01 �
r N _ 1 i W £WALK
• :.37d-7r5$ � :'' 7 R \
TRANr1T
EL: 401. Q 1
\
_.....�,�. °`MA TGH' "EX. BALK==OI= °,.• ....• "`, ` 0• ,� ' ; •Q, \ �.r.,,, ._,� '` ;.:;I
i0 5' S/DEWLK , `� TO EXISTING ✓ c� `�J
b { 6 SIQ WALK SIDEWALK 5' SIDEWAL C \ 8• SIDE . �lep \ ` p � ' ��\ � I'X, v
S , 11+74.56,-•24.5g C \ a ,\
E -172ND DRI I/E SIDEWALK TRANSITION DETAILS :: EL. 350.76 \; 4\
MATCH EX. CURB
I -
GUTTER AND SIDEWALK
STA. 11+80.85, . 24>0 L \� `\
d
EL 351�..01 �`�\,. STA \11 + 74, 3�: ZO` L :. ✓
EL. 351 48
JI \
BENSON .DRIVE NORTH 'SIDEWALK TRANSITION DETAIL
z �
4 '\ \ i . 1
• \i
STA. 14+35.3, 36, `L
o f ` EL 361
N
I . � "i. � ': `\ ` .\� \.m. „' . ii ` 1. �\ iy \ \,,,\ `.\" •`. \ �'" ��a� - -
ry\ l
STA. 18+46.46, 46 69 L
�� ;STA. 14+49:77r 33.19 .L �M\.: � ti � �
8 so WALK E(L 361,82 `��w STA. 18t�3,:31, 35.45� EL. 379r13
h, MATCH EX. BACK` ",OF,.
\
SIDEWALK \ ` MATCH EEC BACK OF R
1L�EWALK I `,
STA . 14+43.53 28.09' L `. ODl£°a CONNECT a , \ CON C 0� ,7:6� ! d w
\ J TO EXISTING h. N£ T ha "
a \ TO EX1STlNG s.. 1 '✓`�o
£L. 361:57
o 5,' SIDE•WALIC b 1 l
\,h<
5' SIDEWALK 8' S, WALK.
STA. 1'4,f 49. 85, 28.19' L `\ \,\ STA�,18+34.30, 30. 52' L
EL. 378.03 ,
EL. 361.82 �\ `•, Rh w d
` MATCH E.X. CURB A
MA TC
a>
• X. CURB, \
m� GUTTER ANDEX.
�`\4 GUTTER AND SIDEWALK s o� A t
01
T
I�
s
'i,
Q �QR STA: / at 40. 75; 00.01
EL. 378.30
,. ''` 4A" h' �\� ":,.,_x. f GRAPHIC SCALE (�J
STA. 18f49.92 39.L „
,
r 00 „ 0 5 10 20
'' , ._•\ ooa 1 INCH 10 FT.
`h
E R 3 9 2'
, A BUIL T
APPROVED FOR CONSTRUCTION f--
fi d .. NO AS-BUIL T INFORMA 77ON ON THIS SHEET.
"I CERTIFY 77IAT THE INFORMATION SHOWN HEREON WHICH WAS
SUBJECT TO ERRORS AND OMISSIONS U
\ i w AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCAnONS, L1J
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
3 \ r ACCURATELY REFLECTS EXIS77NG FIELD CONDIT70NS AS DETERMINED BY: DATE: Q
' BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:
1211012018. "
° BY: DATE:
j
0
DATE W
ENSON. DRl.VE SIDEWALK TRANSITION DETAILS - BY: C�
BY: DATE: cl�
: 4 of WASFjj d DATE:
1 CITY COMMENTS DATED 12.09.18 YLP 01.31.17 MAJ SURVEYED: SCALE:
D
R p VERTICAL: NAVD 1988
q q Q
`�`S HORIZONTAL: NAD 1883/1991 q 10.27. 16
. 2 CITY COMMENTS DATED 03.03.17 : YIP 03.22.17 MA,1 oESICNED: AS NOTED �• ,: C I T Y O F A VA N A RIDGE P U D
D.R. STRONG YLP
z
s Y g =y �u TRANSITION DETAILS PAGEeooK:
Call Working Days Before You Di ,_ � 3 FINAL PLANS YLP. 04.06.17 MA�J .Q
{� Ii CONSUL TING ENGINEERS DRAWN: _ R E N T O N
"! 4 PARKING LOT REVISIONS YLP 05.01-18 MAJ .
s�; .. � . 8 CEN DRAWING ND.
811 _
ONE INCH DATUM
,� � _ .. ENGINEERS PLANNERS SURVEYORS -
- ., ,rs7 45232 1x :: , . �>€`
1 `�. 5 ADA RAMP REVISIONS YLP 02.21.19 MN CHECKED:
Utilitl Underground Location Center �' rsr ' f', AT FULL SCALE Planntn Buildin Public works De t. 10615 SE 172N D ST REN TON WA c�
w g . � 3�1� ` y�`� IF NOT ONE INCH g/ h f 1
1
MAJ 9� Q
Z. 0D,MT,ND,0R,WA) 0p�g �,j = 6207THAVENUE, KIRKLAND, WA98033 SCALE ACCORDINGLY
"N0. REVISION BY DATE APPR APPROVED: sHEEr: oF:
0425.627.3063 F425827.2423 MA,, C15008868 B15008865 B15008867 11 26
rT
DRS PROJECT ,NO. 15088