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PROPOSED
BUILDING EDGE
9.0'
CEMENT CONCRETE SIDEWALK
PER COR STD PLAN 102.
ROW DEDICATION
VARIES PER PLAN
8.0'
CURB AND GUTTER
SURFACING
I PROPOSED
PER COR STD PLAN
PER
AMENITY
103
I STRIP
NDSCAPING
2-INCH OVERLAY
-1.5% 1:12 MAX
HMA CL z" PG 64-22
---------
-
-2.1
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40.8'
46.2'
PROPOSED
EXISTING ROW
ROW LINE
I I LINE
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SOUTH GRADY WAY SECTION
SCALE: 1 "=5' H
- -70-
/i / a
FG: 31.08' y� ; FG: 30.85
FG: 31.11 FG:31.04-\
5.0'
FG: 31.07 , o
FG: 31.07
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2-INCH GRIND AND OVERLAY Q
HMA CL -1" PG 64-22
EXISTING GRADE I <
C7
EXISTING ASPHALT TO REMAIN O)
EXISTING SUBGRADE TO REMAIN
NO GRIND AT FULL DEPTH HMA
HMA CL -1" PG 64-22, MATCH EXISTING THICKNESS,
NO LESS THAN 6-INCHES (TOTAL DEPTH, INCLUDING OVERLAY
6-INCHES CRUSHED SURFACING TOP COURSE.
PAVEMENT SECTION PER STD PLAN 110.1.
5
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2 PERPENDICULAR o �� � �! / - - --`-TC:30.71 - - -it
(
C7.50 CURB RAMP�� 8-0
j(uc) _ w' FL: 30.21
PER WSDOT STD( FG: 30.47 �- T(UG) - - - - - - - T(u<
TC:30.21
T(UGPLAN F-40.15-04 '�, ��/ T T(UG` TC:30.26 FL: 30.21 - - - -
\ O - T U FL: 30.26
�T(u�� o - / TC:30.76 CURB RAMP CL
- FL: 30.26 STA:20+36.24, 14.44' LT
TC:30.97
FL: 30.47 FL: 30.42
TC:30.47 TC:30.42
FL: 30.47 FL: 30.42
DETECTABLE WARNING SURFACE PER WSDOT F-45.10-03
CURB RAMP CL - --
_ -- - _- - - _ STA:12+93.68, 28.60' LT ' ' `' sy
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W.-,-W--W - W- W- W- W- W- W- W- W- W W- W- W- W- W G/�'W- W- W- W / W-W-- -71T/
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CURB RAMP ENLARGEMENT
SCALE 1 " = 5'
w Know what's below.
z Call before you dig.
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% �' FG:30.81
�� FG 30.81
5. 0, oho 0
PERPEDICULAR RAMP PER
/ FG:�30.90 ♦♦/,�� ��' WSDOT STD PLAN F-40.15-01
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13.7'
0 FG:30.22
FG: 30.85 0 0\�
FG: 31.00
FG:31.00 \
FG: 30.85 �0
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0511212022
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T A C O M A • S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
Civil Engineers
StrucN�al Engineers
LaiMacape A,chltects
Community Planners
Land Surve}rors
Neighbors
253.383,2422 TEL
206.267.2425 TEL
1
PERMIT
REVISION
2
PERMIT
REVISION
3
PERMIT
REVISION
N 0
REVISION
PROPOSED
BUILDING EDGE
5.0'
ROW DEDICATION
SURFACING
PER
LANDSCAPING
PROPOSED
ROW LINE
CONDITION OF APPROVAL:
SIDEWALK ALONG WILLIAMS AVE S SHALL MEET THE CITY OF RENTON,
DOWNTOWN STREETSCAPE DESIGN STANDARDS AND GUIDELINES
12.0' CEMENT CONCRETE SIDEWALK
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CURB AND GUTTER Q
PER COR STD PLAN NO GRIND AT FULL DEPTH HMA U)
103
OVERLAY EXISTING GRADE -j
J
HMA CL Z" PG PROPOSED GRADE -
64-22
HMA CL 2" PG 64-22, MATCH EXISTING THICKNESS,
NO LESS THAN 6-INCHES. 6-INCHES CRUSHED
EXISTING ROW SURFACING TOP COURSE.
LINE PAVEMENT SECTION PER STD PLAN 110.1.
30.0'
35.0'
WILLIAMS AVENUE SOUTH SECTION
SCALE: 1 "=5'H
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(1pPNG)F(UG) (P(UG)G) /
P(UG) P(UG) - / - P(UG) / / TC: 30.57
/ BC: 30.07
/ G /
EG: 30.48 / / TC: 31.01
TC:30.51 10
/ I �
BC: 30.51
/ G I 4.0' -
I°
SD -SD -SD y ■ O
DSDSD
T(UG) T(UG)\
CURB RAMP CL
TA:20+77.22, 30.78' RT
I I / TC: 31.55 TC:31.61
TC: 30.69 +4� BC: 31.2 BC: 31.28
BC: 30.69
8
01
IF EG:31.19�----------------I---------- ��-----
EG: 31.58 �� - `
I -1 , /
CURB RAMP ENLARGEMENT (EAST)
2-INCH GRIND AND OVERLAY, HMA CL -1" PG 64-22
EXISTING SUBGRADE TO REMAIN
EXISTING SUBGRADE TO REMAIN
may- a„
31.61
-G: 31.85
P(UG) F P(UG) P(l
P(UG) P OH} P(UG)
p(i
T(UG) TEC1G) -
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`EG: 31.79 D
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F NOT TO SCALE
R-420020 U)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
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DEVELOPMENT ENGINEERING � G
JChavez 05/17/2022
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JN 3/18/22 DT SURVEYED: SCALE: W
T.L. ��
JN 4/25/22 DT PER SHEET HORIZONTAL ND1W3/'N' WATERSHED APARTMENTS 03/18/2022 =
JN 5/12/22 DT DESIGNED J.N.
CITY OF CIVIL CONSTRUCTION PERMIT U)
RENTON FlELDBOOK:
DRAWN: PAGE:
J.N. ONE INCH DATUM i DRAWING NO: w
CHECKED: AT FULL SCALE Planning/Building/Public Works De t.
NCH P STREET SECTIONS &CURB RAMP ENLARGEMENTS
DT IF NOT ONE IQ
BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
29 46