HomeMy WebLinkAboutR-421002W
E
S
GRAPHIC SCALE
10 0 10 20 40
I INCH = 20 FT.
LEGEND
FOUND 2" BRASS DISK IN CASE
OHU
OVERHEAD UTILITIES
FOUND REBAR AS DESCRIBED
a
UTILITY POLE
SET 5/8" X 24" IRON ROD
❑O
GAS METER
W/1" YELLOW PLASTIC CAP
®
MAILBOX
®
STORM DRAIN MANHOLE
—❑—
WOOD FENCE
®
CATCH BASIN
CONCRETE WALL
®
CATCH BASIN SOLID LID
0
SANITARY SEWER MANHOLE
ROCKERY
m
WATER VALVE
ASPHALT SURFACE
FIRE HYDRANT
®
WATER METER
CONCRETE SURFACE
—SS—
APPROXIMATE LOCATION SANITARY
GRAVEL SURFACE
SEWER LINE
SD
APPROXIMATE LOCATION STORM
CE
CEDAR
DRAIN LINE
DF
DOUGLAS FIR
— G _
APPROXIMATE LOCATION
UNDERGROUND GAS LINE
DS
DECIDUOUS
W
APPROXIMATE LOCATION
PI
PINE
UNDERGROUND WATER LINE
SP
SPRUCE
UGE
APPROXIMATE LOCATION
UNDERGROUND POWER LINE
" INDICATES MULTI -TRUNK
LEGAL DESCRIPTION
THE SOUTH ONE-HALF OF THE NORTH ONE-HALF OF TRACT 253, C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN DIVISION NO.4, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY,
WASHINGTON;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
BASIS OF BEARINGS
ACCEPTED A BEARING OF N00°30'04"E FOR THE CENTERLINE OF ABERDEEN AVENUE NE
BASED ON MONUMENTS FOUND.
PROJECT INFORMATION
SURVEYOR:
PROPERTY OWNER:
TAX PARCEL NUMBER:
PROJECT ADDRESS:
ZONING:
JURISDICTION:
PARCEL ACREAGE:
GENERAL NOTES
SITE SURVEYING, INC.
21923 NE 11TH ST
SAMMAMISH, WA 98074
PHONE: 425.298.4412
LONG NGUYEN, THU THUY NGUYEN AND
NGUYENVU TRAN
2309 ABERDEEN AVENUE NE
RENTON, WA 98056
334390-1963
2309 ABERDEEN AVENUE NE
RENTON, WA 98056
R-8
CITY OF RENTON
37,312 SQ FT (0.857 ACRES) AS SURVEYED
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 35 TOTAL STATION. 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
JANUARY 2021 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.
6. INVERT ELEVATIONS SHOWN ON THIS SURVEY ARE BASED UPON CITY OF RENTON
AS -BUILT DRAWING WWP-27-2825, S-07, DATED JUNE 2000.
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM
INFORMATION PROVIDED BY THE CITY OF RENTON.
THE MARK IS A MONUMENT IN CASE AT THE INTERSECTION OF
NE 24TH STREET AND JONES AVENUE NE.
DATUM
POINT ID NO.334;
ELEVATION: 233.642 FEET (71.214 METERS) NAVD 88
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL
ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS
/ MINUS 1.0' FOR THIS PROJECT.
3: _ CITY OF RENTON
N co CONTROL POINT NO. 266
M
M M
O
U
CITY OF RENTON
MON NO. 334
CITY OF RENTON CONTROL
HORIZONTAL VERTICAL
#266 #334
N:58,347.93 ELEV:74.48
E: 397,335.03
#1839
N: 57,570.05
E: 397,327.48
S89°07'16"W
1324.96'
NE 24TH STREET
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NO' uP91;9005
PP�3901966 RNSP 9a0y1�
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N0• I 10' SANITARY RIM = 274.do <
SEWER EASEMENT
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SDMH
RIM = 286.64'
CB INV S-E = 261.43'
RIM = 284.75'
INV W = 279.16'
INV S=279.12'
I I
I
SSMH
RIM = 286,35'
INV S-E = 261,46'
X
I
10' UTILITY 0
EASEMENT " °
CB
NO RIM = 273,45'
O I
"S INV NV N = 269.80' x
INV S = 269.75'
P �g9p"
3 I SSMH
RIM = 273.24' I =
INV W-S = 266.31' � � O
CITY OF RENTON
CONTROL POINT NE 20TH STREET
NO. 1839 — —
CB
RIM = 270,88' -
INV N = 266,75'
SSMH
RIM = 274,15'
FOUND
REBAR & CAP
— (38992)
S89°19'59"W 1325.82'
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SSMH
RIM = 271.60'
INV W = 265,50'
INV WE = 262,54'
CB
RIM = 271,12'
INV N = 269.47'
INV S = 268.32'
SDMH
RIM = 271.34'
INV SE = 265.24'
INV W = 264.14'
INV S = 263,12'
INV N = 262,79'
CB
RIM = 271.23'
INV E = 268.51'
INV N = 267.78'
INV W = 265.88'
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PROJECT NO. 20-595
DRAWN BY:
MTS
CHECKED BY:
TNW
DATE:
1 /6/2021
SHEET 1
OF 1