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GRA 18+07.29
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° D ,FG 27.77
y y y DW-R01 10+67.57, 22.89' LT
FG 27.23 y y y 8.0' FG 27.88
y y y
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DW-R01 10+51.03, 14.95' LT
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1 TYPE C2B
DW-R01 10+80.00
DW-R01 10+67.50
° N: 175279.04
N220 04' 27"W 10+80 E: 1299578.28
°
°
D D 3 MATCH NEATLY TO EXISTING
FG 27.03 ASPHALT SURFACE
°
O 16.6' DW-R01 10+51.03, 14.95' RT
FG 27.12
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PC, FG 27.79
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FG 27.35 _ FG 28.26
FG 27.44
5.5' "6.0' 3.5'
DW-R01 10+60.087 24.92' RT
y FG 27.95
y 5.5' DW-R01 10+54.557 19.94' RT
y y FG 27.91
y D y 4 (17) 192305-9096
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DRIVEWAY DW-R01 PLAN CAR 00 SO GRADY WAYJDR
SINGLE COMMERCIAL DRIVEWAY
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GROUND
STA 10+39.50
FL 26.73
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DRIVEWAY
DW-R01
PROFILE
SINGLE COMMERCIAL DRIVEWAY
AD -READY SUBMITTAL ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
REVISION
BY I APP'D I DATE
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DW-R02 10+39.50-
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GRA 19+76.73
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DRIVEWAY DW-R02 PLAN
SINGLE COMMERCIAL DRIVEWAY
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I DW-R02 10+54.55, 19.94' LT
• FG 28.18
DW-R02 10+63.05, 19.91' LT
• PC, FG 28.43
R=2.50'
DW-R02 10+63.03, 14.91' LT
PT, FG 28.25
DW-R02 10+51.03, 14.95' LT
FG 27.49
L___TYPE C2B 1 B
DW-R0210+67.50 DW-R0210+80.00
• 10+80 N: 175344.77
E: 1299730.58
MATCH NEATLY TO EXISTING
I ASPHALT SURFACE
3
• DW-R02 10+51.03, 14.95' RT
FG 27.58
DW-R02 10+63.03, 14.91' RT
• R=2.50' PC, FG 28.48
• DW-R02 10+63.05, 19.91' RT
PT, FG 29.07
I DW-R02 10+67.60, 27.89' RT
• FG 29.07
DW-R02 10+54.55, 19.94' RT
• FG 28.71
(17) 192305-9096 :D
4 CAR PROS RENTON CJDR
700 S GRADY WAY
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EXISTING GROUND
- °
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PROPOSED GROUND
VPI STA 10+39.50
FL 27.20
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10+20 10+40 10+60
DRIVEWAY DW-R02 PROFILE
SINGLE COMMERCIAL DRIVEWAY
DESIGNED:
APPROVED:
A. VILLAR
G. FRANCO
DRAWN:
C. WILCOX
CHECKED:
PROJECT NO:
B. HORN
E00566E18
CHECKED:
CONTRACT NO:
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K.CHANG YUEN
CXXXXXXXX
10+80
35
30
25
20
11+00
LIQ King County
METRO
DRIVEWAY GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB.
2. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
3. REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
4. REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
5. CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6. ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
7. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
DRIVEWAY NOTES
(1)
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5.
OCEMENT
CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1.
0ASPHALT
APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
r
58H-22 OVER 4-IN CSTC.
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0CEMENT
CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
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0CEMENT
CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
U
STD PLAN 101
DRIVEWAY LEGEND
HMA
CEMENT CONCRETE PAVEMENT
W LANDSCAPING
W W W
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
.. TEMPORARY CONSTRUCTION EASEMENT
FENCE
RETAINING WALL
0' 10, 20'
HORIZ
SCALE: 1" = 10'
0' 2' 4'
VERT
DEVELOPMENT ENGINEERING SCALE: 1" - 2'
Michael Sippo 09/11/2024
Owl
FR-421411
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO
DRIVEWAY PLAN & PROFILE 1 C9.01
SHEET NO: OF
184 473
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