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EXTRUDED CUR6
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
I
1
INT.
ml<A STA. 101 +71.63, 168TH AVE SE
�r = STA. 506 +68.44, SE 136TH ST
POINT NO. 202 — CASED MONUMENT
N: 178014.12
E: 1323136.66
SEE SITE SURVEY CONTROL PLAN
1
SHEET KEY —SV
-- D c
I102-
! I I
PID #7229700070
HOUSE #13453
FIRST FLOOR ELEV.= 470.52
TRENCH RESTORATION PER
DETAIL SHEET DT -01 '(TYP.) 103 +00
SAWCUT LINE (TYP.) --l�
1p -- -- i --
—' >C7-- — -- --
,
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PID #7229700105`— I
HOUSE #16806 ,
i � I FIRST FLOOR ELEV.= 474.09
PID #7229700060
HOUSE #13419
FIRST FLOOR ELEV.= 450.32
Z AW CUT LINE 6"
UTSIDE FOG LINE _ '.....
e
D- -- _T,.. — iI 11l ..._ D
06 +00 -
-+ I II� =_ 60' R/W
EXISTING FOG LINE I
168TH AVE SE
PID # 7229700120
VACANT LOT
®lei s M. s@eet ENGINEERS LLC
WARNING: elm C.SVite210 1 ®I 0 I C I
F,deW Way. WA9ii , ev M4M 13 m-e
THE UTILITY LOCATIONS SHOWN WwW.esmcivil.com a:a�Mg )en3_xm
Civil En9Pico g Proj $urvgirq -.nJ %tinning
ARE APPROXIMATE ONLY. DEPTH eo I -and MonogemeM 1 nd cog. N ei,x,u,n
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
107 +00
PID #7229700055
HOUSE # 16647
DRIVEWAY AND UTILITIES
SERVICED OFF OF
S.E. 134TH ST.
A
—+ 60' R/W —i
168TH AVE SE
PID #7229700110
HOUSE #13442
FIRST FLOOR ELEV.= 466.70
1 co
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/ 10600 \ ;
OF PAVEMENT I 5'
INTO
STA. 108 +24.10, 168TH AVE SE
= STA. 700 +40.00, SE 134TH ST
POINT #201 — CASED MONUMENT
N: 178666.52
E: 1323131.05
SEE SITE SURVEY CONTROL PLAN
SHEET KEY —SV I
PID #7229700125
VACANT LOT EXISTING CROSSWALK (TYP)
157
NO. I REVISION
o
A
IN
Illi!1111111�
r
0
$VRV ..
EDGE OF
0
PID 7229700065
HOU E #13435
FIRST FLOOR ELEV.= 467.26
PID #7229700120
VACANT LOT
i
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SCALE: 1" =20' HORIZ.
1 " =5' VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
0
NOTES:
(0
+
1. EXISTING UTILITIES ARE SURFACE LOCATED
10
ONLY. CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD
�Q
SURFACES (PAVEMENT, CONCRETE,
DRIVEWAYS ETC.) ARE TO BE SAWCUT
W
FULL DEPTH.
m
3. PROPERTY CORNERS, RIGHT —OF —WAY
W W
MARKERS, SURVEY MONUMENTS AND
FENCES THAT MAY BE REQUIRED TO BE
J (�%
REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED
=
AND REFERENCED BY A SURVEY AND
C.±
RESTORED IN THEIR ORIGINAL CONDITION
(—
AND LOCATION AFTER CONSTRUCTION IS
Q
COMPLETED BY A LICENSED
PROFESSIONAL SURVEYOR. IF MONUMENTS
NEED TO BE RAISED TO NEW GRADE,
SAID RAISING SHALL BE IN ACCORDANCE
WITH 2007 KING COUNTY STANDARD
DETAILS 5 -019 AND 5 -020.
PID #7229700270 PID #7229700265
HOUSE #16646 VACANT LOT
FIRST FLOOR ELEV.= 465.05
ROADWAY IMPROVEMENTS ALONG168TH AVE SE ARE
SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL
CONSTRUCTION PLANS, EXCEPT WHERE NOTED.
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SE 136TH ST
JL
SE 13TrH P
SE 144TH ST
KEY MAP
NOT TO SCALE
109 +00 EDGE OF PAVEMENT
- -I— - — —, -- LEGEND
'I PROPOSED PAVEMENT RECONSTRUCTION
' AREA. ACTUAL LIMITS OF
w 7 — 1H \ RECONSTRUCTION TO BE DETERMINED
�� BASED ON SITE CONDITIONS.
FILTER FABRIC INLET PROTECTION.
PEA GRAVEL FILL SAND BAGS
PERKING COUNTY STANDARDS
CHECKED FOR COMPLIANCE TO CITY STANDARDS
S=361 612
Lc
10 -20' 0R1', N. lg'8/lgg' CITY OF ISSAQUAH SCHOOL DISTRICT
RENTON ROAD RESTORATION PLAN
PLAN AND PROFILE: 168TH AVE. S.E.
A ° DATUM Planning /Building /Public Works Dept. STA. 105+60.00 TO STA 108+80.00
IF NOT ONE ,NGI
SGLE ACCORDINGLY
01/11/201:
E�DDGGN:
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RD -02