HomeMy WebLinkAboutR-424501Lii
N
O
0
W
H
W
S
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GRAPHIC SCALE
5 0 5 10 20
1 INCH = 10 FT.
LEGEND
FOUND MONUMENT IN CASE
CATCH BASIN
SANITARY SEWER CLEANOUT
APPROXIMATE LOCATION SANITARY
SEWER LINE
—
APPROXIMATE LOCATION STORM
DRAIN LINE
—X—
CHAINLINK FENCE
—o—
WOOD FENCE
CONCRETE WALL
ASPHALT SURFACE
CONCRETE SURFACE
GRAVEL SURFACE
LEGAL DESCRIPTION
LOT 44, BLOCK 15, C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE
NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63,
RECORDS OF KING COUNTY, WASHINGTON;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
BASIS OF BEARINGS
A BEARING OF N1°48'58"E FOR THE CENTERLINE OF BURNETTAVENUE N BASED ON FOUND
MONUMENTS.
PROJECT INFORMATION
PROPERTY OWNER:
SAMSHAR MANAGEMENT LLC & SHIRAS
VENTURESLLC
11803 157TH AVENUE NE
REDMOND, WA 98052
TAX PARCEL NUMBER:
334210-1725
PROJECT ADDRESS:
1002 N 31 ST STREET
RENTON, WA 98056
ZONING:
R-8
JURISDICTION:
CITY OF RENTON
PARCEL ACREAGE:
5,097 S.F. (0.117 ACRES) AS SURVEYED
GENERAL NOTES
1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT.
EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT
SHOWN HEREON.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 50
TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THIS
SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN
NOVEMBER 2025 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND
AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY
VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED.
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM
INFORMATION PROVIDED BY THE CITY OF RENTON GIS.
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS
EQUAL TO Y THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS
DATUM PROJECT.
FOUND CONC MON W/
PUNCHED BRASS DISK
IN CASE 0.5' DOWN
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APPROX. DRIP LINE
(TYP.)
vo —
FOUND °
REBAR & CAP
(TYEE)
2.1' N
PLANTER
50.00,
X
SD 146.79 L.F. @ 3.91%
SD
CB
RIM = 114.58
IE (E) 12" PVC = 112.9
IE (W) 12" PVC = 112.93' EXISTING
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NEW
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°so 0 0 , o I SD
RIM = 120.60' RIM = 121.30'
IE (N) 4" PVC = 119.35' IE (E) 12" PVC — 119.26'
IE (WW ) 12" PVC 118.67'
IE (12" PVC = 118 IE (W) 12" PVC = 119.26'
=
S89°04'49"E 1299.73'
N 31 ST STREET
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NEW SIDEWALK,
DRIVE APPROACH,
CURB AND ASPHALT
APPROACHES.
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R=424501
DRAWN BY:
MTS
CHECKED BY:
TNW
DATE:
11 /5/25
SHEET 1
OF 1