HomeMy WebLinkAboutR-420020O
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PROPOSED
BUILDING EDGE
JRFACING
PER
)SCAPING
-1.5%
- - - - - - - - - -
I I
II I
9.0'
- CEMENT CONCRETE SIDEWALK
PER COR STD PLAN
102.
ROW DEDICATION
VARIES PER PLAN
8.0'
CURB AND GUTTER
PROPOSED
PER COR STD PLAN
AMENITY
103
STRIP
2-INCH OVERLAY
1:12 MAX
HMA CL 2" PG 64-22
----
-2.1%
46.2'
PROPOSED EXISTING ROW
ROW LINE I I LINE
I I
SOUTH GRADY WAY SECTION
SCALE: 1 "=5' H
i1:
/ 10
of
.41
FAG: 31'.08��� /
/ FG:30.85�
IS ��-
/ � FG:3r,.81
/ FG: 30.81
5.0', o� PE_RFED
TI
FG: 30.90. '01SDO
FG: 31.11-\ FG: 31.04-\ , / ///� ,� L� 13. 7'
FG: 31.07-,**,\
i
FG:31.07-,,,
�- TJ,
2
PERPENDICULAR��
C7.50 ,r,
PER WSDOT STD FG: 30.477
ff
GL
2-INCH GRIND AND OVERLAY
Q
HMA CL -1" PG 64-22
EXISTING GRADE
<
I
0
EXISTING ASPHALT TO REMAIN
OC/)
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.
10
- SD - SID ID
T(UG)TT GT(U
/ T(UG) ) G
/
i FL: 30.26 STA:20+36.24, 14.44' LT /
� � G
TC:30.97
FL:30.47 FL:30.42 / G/
TC:30.42 / 7
TC:30.47 FL: 30.42 /
FL: 30.47 G
DETECTABLE WARNING SURFACE PER WSDOT F-45.10-03 (T ) /
CURB RAMPCL
- - STA:12+93.68, 28.60' LT G �y
.. -
G
/G/ W W
- W- W= W- W- W- W- W W- W- W- W- W- W W W- W- W- W- W G W- W- W- W W-
1 99 fin/ ATF_I-` N/ A I N I fir-\ I� �/ G/
CURB RAMP ENLARGEMENT
SCALE 1" = 5'
--wjSC SD S
-`-TC:30.71 - _
�r FL: 30.21
TC:30.21
=FL:30.21 - - -
CURB RAMP CL
PROPOSED
BUILDING EDGE
5.0'
ROW DEDICATION
SURFACING
PER
LANDSCAPING
PROPOSED
ROW LINE
12.0' CEMENT CONCRETE SIDEWALK =
PER CITY OF RENTON DOWNTOWN
STREETSCAPE DESIGN 0
O
STANDARDS AND GUIDELINES U)
w
D
GL z
w
CURB AND GUTTER Q
PER COR STD PLAN NO GRIND AT FULL DEPTH HMA CO
103 EXISTING GRADE Q
2" OVERLAY
HMA CL 2" PG 1 �
PROPOSED GRADE �
HMA CL -1" 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
/ r
G
p(UG) PiUG)
P(UG) P(UG) Pi / / TC: 30.57,,
G/G /
BC:
BC:30.000,
EG:30.48 TC:31.010 TC:3051
11 BC: 3/ I
. yr
ArGCJ •
0
2-INCH GRIND AND OVERLAY, HMA CL -1" PG 64-22
EXISTING SUBGRADE TO REMAIN
EXISTING SUBGRADE TO REMAIN
/o
-%1/ 0
TC: 30.16
29.66
PARALLEL RAMP PER WSDOT
STD PLAN F-4Y12-03 EG: 31.52 EG: 31.61
EG:31.85
P(UG) P(UG PNG)-�tP(134 on_ P(t
BC:30.69 �"G�31.71T(0UG SL 1.51 T(UG) T(UG) T(UG) TNG) - T(UG)
TiG) I T(UG) T(UG)TT( G) - o) l�) 90
y I 4G) T( FG: 31.57ucrruc' c O )-
r(uT(UG)
r(uc) (LIG) 4.0' o00
{ UG T(UG)
T(uc I CURB RAMP CL 7•04% 1.44 BC: 31.79
I I STA:20+77.22, 30.78' RT BC: 30.63 if
32
F
-------- __________
ITC:31.55 -1.61
F TC: 30.69
I
IE
f
EG:31.19�---------------I---------------- - /�� 1
�� �`_
.� EG. 31.58- - - - - - --
�� �� `
CURB RAMP ENLARGEMENT (EAST)
T NOT TO SCALE
uc)
1'■ -Englne- 001 ASI-001 CJ 9/27/22 DT SURVEYED:
Structural Engineers T.L.
_ La,dsc pP *A hits 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED:
Com ;vP0ne 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N.
LWS-y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N.
-
Know what's below. Neighbors 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED:
TACOMA • SEATTLE DT
z Call before you dig. 2215North 30thStreet,Suite 300,Tacoma, WA98403 253.383.2422TEt N0. REVISION BY DATE APPR APPROVED:
laJ 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
J
TOP
OF WASgINC�tS1
46416sv�
O d�CISTERE9
��ssI0 AL
OS/2//IO"
SCALE: _
PER SHEET
HORIZONTAL NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
• CITY OF
[;%Rl RENTON
Planning/Building/Public Works Dept.
,
u
H
H
T
IN COMPLIANCE WITH CITYRFRENTON 42OO2ONDARDS U)
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
STREET SECTIONS & CURB RAMP ENLARGEMENTS
Cw
G
a
Q
LU
DATE:
03/28/2023
=
FIELDBOOK:
PAGE:
DRAWING NO:
C7.20
Q
SHEET, OF:
29 48