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CB #701
RIM 108.84
IE 105.8 (24"CMP W)
IE 105.8 (12"ADS E)
IE 106.0 (24"C S)
WALK LIGHT
ACTIVATOR
CB #703
RIM 109.00
IE 106.2 (4"ADS E)
IE 105.7 (12"C N - S)
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Know what's below.
Call before you dig.
BUS
SIGN
-CB #702 BUS
(SOLID LID) SHELTER
RIM 109.43 RTE. #165
LSDMH #134
RIM 109.63
IE 104.3 (8"C S & NW)
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STRIPING AFTER CURB N: •... 5.2 •
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NOTES:
1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST
JOINT.
2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR
SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR
TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO
INSTALLATION
3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102.
4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD.
PLAN 101 AND 103
5. SEE SHEET R10 AND R11 FOR CURB RAMP AND CORNER DETAILS
6. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID
PROOF LIDS AND BE ADJUSTED TO FINISH GRADE.
7. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR
PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET
RIGHT OF WAY.
Y101 19
®PEDESTRIAN RAMP. SEE
SHEET R10 FOR DETAIL
LEGEND:
PROPOSED SPOT ELEVATIONS 2
EXISTING CONTOURS 100
PROPOSED CONTOURS------100 ------
ASPHALT GRIND AND OVERLAY
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
SAWCUT LINE
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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O�FSS24661
�STE��AL `
TALBOT ROAD IMPROVEMENT PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
`�
troo WALK LIGHT
ACTIVATOR
CB #694
SIGN "NO TRUCKS
(SOLID LID)
OVER 26000 LBS.
RIM 118.04
EXCEPT DELIVERIES
IE 113.7
,
-CB #6
(HOLE IN 24"
1
RIM 110.396
CON PIPE)
0 10 20 40
DRAINS TO
0/H TEN.,
TRAFFIC
/
BUSTED 24"C PIPE
SDMH #695
T. DROP E. SIDE
SIGNAL POLE
DOWN 4.0'
(36"DIA. BRICK)
CB #697
ABANDONED
CONC. DRIVE
RIM 113.56
IF 107 2 ()4"C N)
RIM 116.63
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IE 109.4 (24"C S) 24" C PIPE) �°s$Y� - - - - - - - V.1i
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-CB
(SOLID LID / CITY OF ,RENTON COORD E SYSTEM
RIM 11C 164,147.41, 299,099.50
�(j / (
r;, 1 R=800.\
�1-19 33' RESTORE PAV
IE E) 617.72' CD \ \ L=� ig� CITY
\ \TALBo�oAD sou _
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/ #6 3 /
RE E P ME IM 98.70 / /
CITY OF R ON STANDA S I IE �6.90 (8"C )
40-
INATE-
SYS M -�N f11�63 9 4.43 RENTON
OE 1C2098 �66.96
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U REVISED PER ASBUILT DRAWINGS
1 REVISED GRIND AND OVERLAY LIMITS
NO. REVISION
SURVEYED:
DESIGNED:
ZTW
ZTW 2/16/20 ZTW DRAWN: ZTW
ZTW 9 27 19 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
1 "=200
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
\IIVI L I.L�
IE 119.5 (8"PVC NE)
8 Mf E \ /
'
120.43t M '
BUS TOP / \ CB 68 7
SHELTER
R I 1 8 6.
\ / Ii\ 10 (12";
\\ BUS STOP N %5.6 (12"C )
SIGN o \�06.0 (12"
\\cP.
0
CB \ 68
SS LI \�. D)
15
.*a
\-1,0 -
6. .2=G �
63
MATCHLINE SEE LEFT FOR CONTINUATION
1 • 1 '1
m.1000�0000000000000000
CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-399109
IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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DATE: LU
TALBOT ROAD IMPROVEMENT PLAN 09/27/19 2i
UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_
PAGE
TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: w
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
R9 20 �