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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
Know what's below.
Call before you dig.
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UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
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I I EX. UTILITY VAULT X /
3 I NEW PEDESTRIAN CURB, ADJUST RIM TO NEW FG
I I I I d/ '� �� o• 104.62
104.68t ME %
TERMINATE NEW CURB I 104.72 { I ® EXISTING CURB / 104.61 t ME
105.16 TOP OF BOLT
1104.65' EX. TRAFFIC SIGNAL POLE BASE TO REMAIN
I ' s EL=104.99 I
3 M l 105.16 TOP OF BOLT
4'_ 105.17 TOP OF BOLT I
1O7 D' 104.74E ME
I I
I 105.18 TOP OF BOLT
/ 104.67t ME
I 3 104.21 FLt ME �� 9 �9 �° EX. UTILITY VAULT
I 104.59 TCt ME
1 os ADJUST RIM TO NEW FG
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I / 104.36 FL i _Q? ' > / o?? I II
3 T04.64 TIC ` I
I /
EX. PEDESTRIAN PUSH 0. p PORTION OF EX. CURB TO BE REMOVED
I ��� I WIN LIMITS OF NEW SIDEWALK
I = / ( BUTTON. ADJUST TO o1.6% oy / I
I / 1 NEW FINISH GRADE I % q 8 104.6 / TERMINATE NEW CURB
I/ \ .� C� EXISTING CURB
I 104.58 TC i
(f� p
3 / \� .pg ,� 105.62E ME ��
Q N / I 106.08t ME
I U PARALLEL CURB RAMP �g
Q / I
PER WSDOT STD PL
A 1 4. 4 F 8
N
•?9•
I C, m TIC
_ F-40.12-03 104.64 Tp
CO
co
I 0 `-' I I I I NEW CURB
3 m I PROTECT EXISTING EDGE OF PAVEMENT. AND GUTTER 105.40 FLf ME
I J / IF ANY PAVEMENT DISTURBANCE NEW CONCRETE 105.73 TCf ME
' Q I OCCURS, GRIND AND OVERLAY EX. SIDEWALK
I ASPHALT TO THE NEAREST LANE LINE.
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l j I
3 ° o I
I I
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I I
I PROTECT EXISTING EDGE OF PAVEMENT.
I IF ANY PAVEMENT DISTURBANCE
OCCURS, GRIND AND OVERLAY EX.
co coASPHALT TO THE NEAREST LANE LINE.
EX. PEDESTRIAN PUSH NEW CURB
BUTTON. ADJUST TO AND GUTTER
NEW FINISH GRADE
_ W
3 �J
1C
PARALLEL CURB RAMP -
PER WSDOT STD PLAN
F-40.12-03
/ 105.03 TCt M
F
/ 4
/ LIMITS OF NEW CONC.
/ SIDEWALK. ADJUST AS CO
I �qD
NEEDED TO NEAREST
EXPANSION JOINT.
/
/ INSTALL WEEPHOLE IN EXISTING
/ CURB AT LOW POINT.
CONTRACTOR TO FIELD VERIFY
/ LOCATION PRIOR TO INSTALLATION o
/ EX. PEDESTRIAN PUSH
BUTTON TO RE MA IN. t j
I a al
3
1 REVISED PER ASBUILT DRAWINGS
NO. I REVISION
0
105.0(
�Q 105./
`"o D A �-
7.7%
105.00
p 105.27t
,L
7.6%
105.0
3
I � /
3
/ I /
/
I
3
/
as
VA
I / 104.36 FL i _Q? ' > / o?? I II
3 T04.64 TIC ` I
I /
EX. PEDESTRIAN PUSH 0. p PORTION OF EX. CURB TO BE REMOVED
I ��� I WIN LIMITS OF NEW SIDEWALK
I = / ( BUTTON. ADJUST TO o1.6% oy / I
I / 1 NEW FINISH GRADE I % q 8 104.6 / TERMINATE NEW CURB
I/ \ .� C� EXISTING CURB
I 104.58 TC i
(f� p
3 / \� .pg ,� 105.62E ME ��
Q N / I 106.08t ME
I U PARALLEL CURB RAMP �g
Q / I
PER WSDOT STD PL
A 1 4. 4 F 8
N
•?9•
I C, m TIC
_ F-40.12-03 104.64 Tp
CO
co
I 0 `-' I I I I NEW CURB
3 m I PROTECT EXISTING EDGE OF PAVEMENT. AND GUTTER 105.40 FLf ME
I J / IF ANY PAVEMENT DISTURBANCE NEW CONCRETE 105.73 TCf ME
' Q I OCCURS, GRIND AND OVERLAY EX. SIDEWALK
I ASPHALT TO THE NEAREST LANE LINE.
/ o
3 � I
l j I
3 ° o I
I I
I
I
3 CO o
I c I
I I
I PROTECT EXISTING EDGE OF PAVEMENT.
I IF ANY PAVEMENT DISTURBANCE
OCCURS, GRIND AND OVERLAY EX.
co coASPHALT TO THE NEAREST LANE LINE.
EX. PEDESTRIAN PUSH NEW CURB
BUTTON. ADJUST TO AND GUTTER
NEW FINISH GRADE
_ W
3 �J
1C
PARALLEL CURB RAMP -
PER WSDOT STD PLAN
F-40.12-03
/ 105.03 TCt M
F
/ 4
/ LIMITS OF NEW CONC.
/ SIDEWALK. ADJUST AS CO
I �qD
NEEDED TO NEAREST
EXPANSION JOINT.
/
/ INSTALL WEEPHOLE IN EXISTING
/ CURB AT LOW POINT.
CONTRACTOR TO FIELD VERIFY
/ LOCATION PRIOR TO INSTALLATION o
/ EX. PEDESTRIAN PUSH
BUTTON TO RE MA IN. t j
I a al
3
1 REVISED PER ASBUILT DRAWINGS
NO. I REVISION
0
105.0(
�Q 105./
`"o D A �-
7.7%
105.00
p 105.27t
,L
7.6%
105.0
L INSTALL CURB ALONG
v
EX. EDGE OF SLAB
105.69E ME
EX. BLOCK WALL
SURVEYED:
DESIGNED:
ZTW
DRAWN: ZTW
ZTW 2 16 20 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
S 177TH ST.
(PUBLIC)
NEW CONCRETE
SIDEWALK
- TERMINATE NEW CURB
0 EXISTING CURB
NEW PEDESTRIAN CURB
ME EX. UTILITY VAULT
ADJUST RIM TO NEW FIG
EX. TRAFFIC SIGNAL
FOUNDATION TO REMAIN
VERTICAL: NAVD 1988
1 =5 HORIZONTAL NAD 19a3/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
____ -1-1
CITY OF
RENTON
Planning/Building/Public Works Dept.
NOTES:
1. ANY J-BOX IN LANDING WILL NEED TO HAVE A NON-SKID LID INSTALLED.
2. J-BOXES MUST HAVE 1' CLEARANCE TO ANY CURBING OR WALL. CONTRACTOR TO
VERIFY AND ADJUST AS NECESSARY.
3. THERE MUST BE 5-8" OF CLEARANCE BETWEEN THE CONDUITS AND J-BOX LID.
ADJUST AS NEEDED WHEN LOWERING J-BOXES.
4. TERMINAL CANS ON SIGNAL POLES MUST HAVE 7-FT OF CLEARANCE. CONFIRM
CLEARANCE AND RAISE AS NEEDED.
R-3 9 91 19
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIGNAL FOUNDATION MODIFICATION PLAN
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
PAGE:
SHEET` OF:
R20 20
C)