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:174,234.13
E:1,295,623.15
CURB JOINT
CURB JOINT N:174,228.75
N:174,224.07 E:1, 295, 616.04
E:1,295,612.20
CURB JOINT
N: 174,217.51
E:1,295,608.53
SIDEWALK InlNIT
CURB JOINT N:174, EXISTING ADA RAMP AND
N:174,214.37 E:1,295,E CURB NOT REPLACED - - -
E:1,295,550.23 CLEARED BY INSPECTOR
CURB JOINT
N:174,211.56
EXISTING ADA RAMP AND E:1,295,555.72
CURB NOT REPLACED CURB JOINT 7
CLEARED BY INSPECTOR I N:174,207.58
E:1,295,560.29 °
- - 3 CURB JOINT O
25�
7 N:174,204.13
4 E:1,295,563.37
SIDEWALK JOINT
SIDEWALK JOINT
N:174,267.14
E:1,295,792.95 1
N:174,265.09
E:1,295,783.58
0
SIDEWALK JOINT
SIDEWALK JOINT
1
N:174,269.19
N:174,269.20
E:1,295,802.15
0
N
SIDEWALK JOINT
E:1,295,773.99
N:174,310.09
I
�
E:1,295,957.78
SIDEWALK JOINT
-
N:174,277.03
- -
E:1,295,809.36
SIDEWALK JOINT
- - - °
SIDEWALK JOINT
E:1,295,743.64
N:174,253.57
E:1,295,731.43
EXISTING ASPHALT AND
1
W W„W �2
/l.
DRIVEWAY NOT REPLACED
4. '
CFD 22"
q
JOINT.3°'�� ��
SIDEWALK JOINT
a.p4 °
_SIDEWALK
o N:174,236.77
a W
� �'
a
- ,N:174,292.96
�
E:1,295,628.84
4 08'
a
Q " 2
W . W 7"-
� E:1,295,902.18 s
25 _ _ I I
_ \SIDEWALK JOINT
SIDEWALK JOINT
° ° g _�_ W_ W
- ° �
- W SIDEWALK JOINT
N:174,304.30
N:174,238.29
5 E:1,295,634.49
3.2 '
a.�
n a W W
" ��",
_ N:174,291.52
E:1,295,895.35.
E:1,295,959.07
°
�
SIDEWALK JOINT
SIDEWALK JOINT
��
N:174,239.30
a W _
N:174,271.09 _ �� I
01NT
SIDEWALK174,291.65
� E:1,295,639.05
- - - - -26-
p. ° p.
° a. 'a
�
E:1,295,810.54
W I
Z-u
-
° .
° °
`�5 W - - -26- - - _
I��I
, - ° ! DRIVEWAY SIDEWALK ANGLE
SIDEWALK JOINT
N:174,290.13
E:1,295,902.47
-
as ° p . �8 �
(-
N:174,270.71
E:1,295,895.66
DEMOLISHED AND
a•.
a° SIDEWALK JOINT 4
E:1,295,808.94
REPLACED. CURRENT
, W
- -
N:174,263.34
STANDARD IS 1' AROUND
°
SIDEWALK JOINT'
S ° E:1,295,775.29
I DRIVEWAY SIDEWALK ANGLE
ALL STRUCTURES IN PAD
6 a a -
" N:174 245.17 a .
f
I N:1
TO EXPANSION JOINT.
a ° °
E:1,295,693.54
95,8 4.
1,295,804.16
° SIDEWALK JOINT A E a
SIDEWALK JOINT
I I \
DRIVEWAY SIDEWALK JOINT
a'.. CURB JOINT M..
SIDEWALK JOINT ° N:174,196.17 W y
N:174,208.go s E:1,295,567.27 W� y
E:1,2957.97 A
SIDEWALK JOINT _ 24 W
W
• N:174,209.12
SIDEWALK J01 ADDITIONAL t 6 88 W
N:174,206. REPLACED W
E:1,295,552.__SIDEWALK SIDEWALK OINT y W
N:174, 0.97 6 W
E:1,295, 08.01 W W • W W
SIDEWALK JOINT
N:174,203.52 y W W
E:1,295,555.94
W •� W
SIDEWALK JOINT W + •
N:174,200.82 ,n y W
s
E:1,295,558.25 g 5
V y W W • ° y
SIDEWALK JOINT y
N:174,194.12 3 W • W
E:1,295,561.94
MATCH EXISTING SIDEWALK JOI
EDGE OF PAVEMENT �n N:174,1 .52 W a W
E:1,295, 2.46 - cas c
ASPHALT PATCH I
REPLACED CURB W
AND GUTTER
� cn 7
En
EXISTING ADA RAMP 14 _ s
NOT REPLACED ss s /
CLEARED BY INSPECTOR sd -
_ sD
D
scS1.5-� GEN RAL
o (A 05'
� tio81x ,�°a
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SD � �
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°Atix20 (36"
1
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HORIZONTAL CONTROL/SITE PLAN (PUBLIC)
SCALE: 1"=20'
NORTH
I
W
N:174,233.35.N:174,241.65
-----N: 174,233.35 •
E1 295 694..- -
v
E:1,295,640.37 � � � �
- SIDEWALK JOINT
u,
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LE � SIDEWALK JOINT
4,2 �a ��
N:174,232.36 1 NOT CONSTRUCTED
E:2
WATER MANHOLE COVER E:1,295,635.47 � �
SIDEWALK JOINT
SIDEWALK JOINT
� N:174,242.83
N:174,231.12
z
° E:1,295,630.65 E:1,295,682.99
0
SIDEWALK JOINT
° N:174,229.06
E:1,295,626.10
=-
ADDITIONAL REPLACED SIDEWALK
- SIDEWALK JOINT
SIDEWALK JOINT N:174,224.79
N:174,207.47 E:1,295,620.55
E:1,295,612.27 I
SIDEWALK JOINT
SIDEWALK JOINT f.
3.8 N:174,220.31
N:174,202.56 �
E:1,295,616.75
E:1,295,612.82
SIDEWALK JOINT
SIDEWALK JOINT N:174,215.56
11:174,198.18 E:1,295,613.98
-E:1,295,615.15 SIDEWALK JOINT
SIDEWALK JOINT N:174,213.41
'--N:174,194.9 ADDITIONAL REPLACED 1,295,613.38 \
,616.80 SIDEWALK, 2 CONCRETE a
`w A� TROUGHS AND GALVANIZED I
sew
SIDEWALK JOINT METAL GRATES
II N:174,192.82�p
E:1,295,612.29
��p,SIDEWALK JOINT
N:174,195.90 J
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TV �
ss
ss
so
_ E:1,295,610.70 - ss
SIDEWALK JOINT o ss i , so
y N:174,125.39 I ss so so
) s
-T
E:1,295,617.36 s -so
SIDEWALK JOINT so
-N:
E:1,295,617.17
s' iSIDEWALK JOINT I I
N:174,111.21
E:1, 295, 613.40 I
SIDEWALK JOINT
N:174,111.09
E:1, 295, 612.43
HORIZONTAL SCALE: 1"=20' 1 Call 811
20 0 20 40 • m two business days
before you dig NO.
SIDEWALK JOINT �'a bJ
N:174,246.92 \
E:1,295,743.20 4.41A
SIDEWALK JOINT
-N:174,247.66 J
E:1,295,731.23 �1Jl
REVISION
N: I /4,265.36
E:1,295,803.07 1
DRIVEWAY SIDEWALK JOINT
N:174,263.31
E:1,295,793.83
DRIVEWAY SIDEWALK JOINT
Kim 174,261.22
E:1,295,784.52
J DRIVEWAY SIDEWALK ANGLE
J� N:174,260.93
• E:1,295,783.12 I .�
Ij
, DRIVEWAY SIDEWALK ANGLE
�N:174,263.62 I ')
E:1,295,776.81
J I I I_ - ss -
s _
SS
� J s� _
I I SS I
I
SURVEYED:
DESIGNED:
DKM
DRAWN: KLK
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
I
I I
CONSTRUCTION
RECORD DRAWING
PROJECT WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED
PLANS. ELEVATION DEVIATIONS, WHERE
APPLICABLE, ARE DENOTED WITH PLAN
CALLOUT UPDATES, AND A STRIKEOUT
THROUGH THE ORIGINAL ELEVATION.
UTILITY AS -BUILT INFORMATION OBTAINED
BY SITTS & HILL ENGINEERS, INC
C TY OF
RENTON
Plan ning/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
INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.3
2� INSTALL CONCRETE ISOLATION JOINT PER DETAIL 202/C2.3
3� RESTORE ASPHALT PAVEMENT PER DETAIL 203/C2.3
4� INSTALL PAVEMENT JOINT PER DETAIL 204/C2.3
INSTALL CURB DEPRESSION PER DETAIL 205/C2.3
INSTALL CURB AND GUTTER PER STD 101/C2.3
:� 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
'L,D C. �
sitts&hill
r CIVIL I STRUCTURAL I SURVEY
4 449 4815 CENTER STREET I TACOMA, WA. 98409
_ C PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
RECORD D RAW I N G Project No.: 19682 Project Mgr.: DCD
Proj. Engineer: DCD Proj. Drafter: KLK
S E PTE M B E R 20, 2024 R-425409
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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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