HomeMy WebLinkAboutR-425408A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
LO
N
0
w
I—
I—
z
5w
W
0
rr
n
G
0
z
Q
z
0
0
Q
CD
z
m
a
0
Q
0
SIDEWALK CORNER
— — 26 N:174,209.05 _ _ —
E:1,295,627.59 _ w
w
SIDEWALK STEP
N:174,210.79
E:1,295,621.931 °
SIDEWALK STEP-
N:174,211.34
E:1,295,620.12 ° 25
6" MAPLE 3•9;
do
SIDEWALK CORNER _ -26—
A1.1-7A ')1 n 01)
BUILDING/SIDEWALK CORNER
-N:174,206.17
E:1, 295, 642.16
BUILDING/SIDEWALK CORNER
-N:174,202.85
E:1,295,627.35
Nit, I
;>>>1 f WIN]
1
o I
. d 4 W W �" 1. ,l
_ 3„� FOq�i 22
A
—
Q W3"BUILING DCORNER
// N:174,167.90
E:1,295,640.57
\JJ SS
I 1/ SS
Q I S
BUILDING CORNER SS
W W W W W1W W W 1
N:174,164.81 y a I ' ss
°
ch E:1,295,627.03 Ss / ss
V 3 W W/� WI W W ,,J I •� SS
IW Q I WI W W P /2YvwooI
La
P057 W� W BPSS
TV ' SS SD /
Cn -f GAS W G a W/ SS SD
SS / SD
�5/ SS LSi SD
D
y SS
S SID
ss I Cf) I I 4.5L,__SEsGE R 6__L NOT 6so
HCC
I SS � V/N� SD
Ss sp
SSA so
SD
1 I I I I
SD
I 07
�/ ,.� X
tit � tip• I � I
05„
`� I I
SD —�- S I I I I
I
I
I
0
J
HORIZONTAL CONTROL/SITE PLAN (PRIVATE)
SCALE: 1"=20'
HORIZONTAL SCALE: 1"=20' Call 811
20 0 20 40 • m two business days
NORTH before you dig NO.
REVISION
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
I
I I
I
I
I I
I
I
I
I
I
i I
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU V
I
I I
2
v v v v v v v v v
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
Planning/Building/Public Works Dept
LEGEND
EXISTING BUILDING
® PROPOSED BUILDING
GRAVEL
0 0 0
CONCRETE
W W W
LANDSCAPING PER L1.0
W W W
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
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
1�f) C.
sitts&hill
CIVIL I STRUCTURAL I SURVEY
48449 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
FULL �' �¢ti'� 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-425408
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 C2.0
HORIZONTAL CONTROL/SITE PLAN (PRIVATE) SHEET: 8 OF:26
0)
T
O
N
W,
N
a
J