HomeMy WebLinkAboutR-425409A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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CURB JOINT
N:174,214.37
E:1,295,550.23
25'
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SIDEWALK JOINT
N:174,208.90
E:1, 295,547.97
SIDEWALK JOINT
N:174,206.32�
E:1,295,552.85
SIDEWALK JOINT
N: 174,203.52—
E: 1,295,555.94
SIDEWALK JOINT
N:174,200.82—
E:1,295,558.25
SIDEWALK JOINT
N: 174,194.12—
E: 1,295,561.94
MATCH EXISTING
EDGE OF PAVEMENT
CURB JOINT
N:174,234.13
E:1,295,623.15 \
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CURB JOINT \
CURB JOINT N:174,228.75
N:174,224.07 E:1,295,616.04 0
E:1,295,612.20
CURB JOINT
N: 174,217.51 'eri
E:1,295,608.53
SIDEWALK JOINT
N:174,215.13
E:1,295,607.75
CURB JOINT 6
_N:174,211.56
E:1,295,555.72 a
CURB JOINT 7
N:174, 207.58
E:1,295,560.29 h W
3 CURB JOINT
N:174,204.13 25
4 E:1,295,563.37
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CURB JOINT "
N:174,196.17 a W
E:1,295,567.27
SIDEWALK JOINT W
N:174,209.12 W W W
a E:1,295,606.88
SIDEWALK JOINT W
t N:174,200.97 6 W W
E:1,295,608.01
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SIDEWALK JOINT 5
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HORIZONTAL CONTROL/SITE PLAN (PUBLIC)
SCALE: 1"=20'
NORTH
I
SIDEWALK JOINT
N:174, 253.57
E:1, 295, 731.43
SIDEWALK JOINT
N:174, 236.77
E:1,295,628.84
SIDEWALK JOINT
N:174,238.29
E:1,295,634.49
SIDEWALK JOINT
N: 174,239.30
— 26
E:1,295,639.05
a W
W
SIDEWALK JOINT'
5�
N:174,245.17
E:1,295,693.54
W SIDEWALK JOINT
,,SIDEWALK JOINT
N:174,233.35
N:174,241.65
E:1,295,640.37
E:1,295,694.32
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� SIDEWALK JOINT
SIDEWALK JOINT
�
. N:174,232.36
N:174,239.31
E:1,295,635.47
E:1,295,683.78
W W S
IDEWALK JOINT
SIDEWALK JOINT
N: 174,231.12
N:174,242.83
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E:11295,630.65
E:1,295,682.99
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SIDEWALK
JOINT
rn
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E:1,295,626.10
SIDEWALK JOINT
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SIDEWALK JOINT
N:174,224.79
N:174,207.47
E:1, 295,620.55
E:1,295,612.27 I
SIDEWALK JOINT S-F 3.,
SIDEWALK JOINT
N:174,220.31
N:174,202.56
E:1,295,616.75
E:1,295,612.82
SIDEWALK JOINT
SIDEWALK JOINT DE
N:174,215.56
N:174,198.18 I
E:1,295,613.98
y-E:1,295,615.15
SIDEWALK JOINT
USIDEWALK JOINT
N:174,213.41
N:174,194.96
E:1,295,613.38
WI W E:1,295,616.80
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W SIDEWALK JOINT
W W
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WII N:174,192.82
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W E:1,295,612.29 ���
IW JOINT / /
BPS
W,�SIDEWALK
N:174,195.90
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E:1,295,610.70 -
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SIDEWALK JOINT
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SD
N:174,125.39
E:1,295,617.36
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SIDEWALK JOINT
— N:174,112.06
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viss E:1,295,617.17
SIDEWALK JOINT I I
N:174,111.21
E:1,295,613.40
SIDEWALK JOINT
N:174,111.09
E:1, 295,612.43
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HORIZONTAL SCALE: 1"=20' 0 Call 811
20 0 20 40 • ® two business days
before you dig NO.
SIDEWALK JOINT
N:174,265.09
E:1,295,783.58
SIDEWALK JOINT
N:174,269.19
E:1,295,773.99
SIDEWALK JOINT
N:174,256.30
E:1,295,743.64
W
_W —26- —
SIDEWALK JOINT
N:174,263.34
E:1,295,775.29
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SIDEWALK JOINT r J�
N:174,246.92
E:1,295,743.20 .IIfj
SIDEWALK JOINTS
N:174,247.66 ��
E:1,295,731.23 lit
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REVISION
SIDEWALK JOINT
N:174,267.14
E:1,295,792.95
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SIDEWALK JOINT
1
N:174,269.20
E:1,295,802.15
SIDEWALK JOINT
N:174,310.09
E:1,295,957.78
SIDEWALK JOINT
_
N:174,277.03
—
—
E:1,295,809.36
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W -SIDEWALK JOINTS° Oq�
22"
N:174,292.96
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26
E:1,295,902.18 1
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/ SIDEWALK JOINT
SIDEWALK JOINT
/ -
N:174,304.30
a
_ N:174,291.52 ,
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E:1,295,959.07
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E:1,295,895.35�
SIDEWALK JOINT
a W W N:174,271.09
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SIDEWALK JOINT
E:1,295,810.54
N:174,291.65
SIDEWALK JOINT
E:1,295,902.47
.. DRIVEWAY SIDEWALK ANGLE
N:174,290.13
N:174,270.71
E:1,295,895.66
E:1,295,808.94
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I DRIVEWAY SIDEWALK ANGLE
N:174,265.61
E:1,295,804.16
DRIVEWAY SIDEWALK JOINT
N:174,265.36
E:1,295,803.07
DRIVEWAY SIDEWALK JOINT
N:174,263.31
E:1,295,793.83
DRIVEWAY SIDEWALK JOINT
N:174,261.22
E:1,295,784.52
DRIVEWAY SIDEWALK ANGLE
YINI"gvi N:174,260.93
E:1,295,783.12
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DRIVEWAY SIDEWALK ANGLE
�N:174,263.62
E:1, 295, 776.81
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SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
,R RENTON
Planning/Building/Public Works Dept
LEGEND
EXISTING BUILDING
PROPOSED BUILDING
GRAVEL
CONCRETE
LANDSCAPING PER L1.0
ASPHALT PAVEMENT
GENERAL NOTES
1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.2
2. SEE L1.0 FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED SURFACES WILL BE COMPOST
AMENDED PER DETAIL 200/C2.3
3. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS PER CITY OF RENTON
REQUIREMENTS
4. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BY THE CONTRACTOR
5. GRAVEL SURFACING TO CONSIST OF ROUNDED RIVER -ROCK AGGREGATE WITH APPROXIMATE DIAMETERS
BETWEEN 3" AND 8"
6. WSADA TO DEDICATE AN ADDITIONAL 1.5' OF RIGHT-OF-WAY ALONG SW GRADY WAY AND 4.5' OF
RIGHT-OF-WAY ALONG RAYMOND AVE SW, TOTALING 51.5' AND 24.5' OF RIGHT-OF-WAY FROM THE
CENTERLINE, RESPECTIVELY.
KEY NOTES
Ll-
INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.3
INSTALL CONCRETE ISOLATION JOINT PER DETAIL 202/C2.3
P� RESTORE ASPHALT PAVEMENT PER DETAIL 203/C2.3
4� INSTALL PAVEMENT JOINT PER DETAIL 204/C2.3
5� INSTALL CURB DEPRESSION PER DETAIL 205/C2.3
INSTALL CURB AND GUTTER PER STD 101/C2.3
P� INSTALL 2' DETECTOR STRIP PER WSDOT F-45.10-03/C2.3
CONCRETE STAIRS PER DETAIL 340/C3.5, SEE GRADING PLANS FOR ELEVATIONS
RESTORE ASPHALT PAVEMENT AT SANITARY SEWER TRENCH PER STD PLANS 110 AND 110.1 /C2.3
sitts&hill
` CIVIL I STRUCTURAL I SURVEY
A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
`O. http://www.sittshill.com/
REISSUED F 0 R PERMIT Project No.: 19682 Project Mgr.:
Proj. Engineer: DCD Proj. Drafter:
OCTO B E R 30, 2023 R-425409
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 12/05/2023
DCD
KLK
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) FIELDBOOK:
PAGE:
621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO:
WSADA BUILDING ADDITION AND IMPROVEMENTS C2.1
HORIZONTAL CONTROL/SITE PLAN (PUBLIC) SHEET: 9 OF:26
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