HomeMy WebLinkAboutT-347101SSMH
RIM=26.07
IE=16.23 18" N
IE=16.23 18" S
IE=16.23 8" W
IE=16.23 8" E
ss
SSMH
RIM=27.33
iE=17.76 18" N
IE=17.76 18" S
UTILITY
POLE
0
UTILITY
POLE
WATER
VALVE
FOUND
1 1/2- BRASS DISK
W/PUNCH IN 3"x3" CONC
POST IN CASE
(C.O.R. PT #1898)
NORTHING: 53756.917
EASTING: 395983.750
S88*46'16"E 316.07'
(BASIS OF BEARINGS)
S. 6th STREET
SW 1/4, SE 1/4, SEC 18, TWN 23N, RGE 5E, Wome
SSMH
RIM=27.91
IE=23.40 8" S
UTILITY
POLE
O
FOUND
REBAR W/CAP
LS# 29537
OFFSET 0.1' W
0
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10
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-0 T_
UTILITY
POLE
UTILITY
POLE
FOUND
REBAR W/CAP
LS# 29537
OFFSET 0.1' E 0.1' S
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VICINITY -MAP
NTS
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED
FROM ELEVATION DATA PROVIDED BY CITY OF RENTON
SURVEY CONTROL NETWORK.
POINT NO. 1920 - BRASS DISK SET IN A DRILL HOLE
DATUM IN SIDEWALK STAMPED "KING COUNTY EN-61 1973".
ELEVATION: 27.87 FEET (8.494 METERS) NAVD 1988
AND POINT NO. 2102 - BRASS DISC IN TOP OF THE
SOUTHERLY END OF THE NORTHEASTERLY CONCRETE
WALL OF THE BURLINGTON NORTHERN RAILROAD BRIDGE CL
OVER RAINIER AVENUE.
ELEVATION: 35.75 FEET (10.898 METERS) NAVD 88
1.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL
ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL
OR PLUS / MINUS 05 FOR THIS PROJECT.
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0
LEGAL DESCRIPTION 5; (n
LOTS 5 AND 6 IN BLOCK 5 OF SMITHER'S FIFTH ADDITION TO THE CITY OF
RENTON, AS PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF
KING COUNTY AUDITOR;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
BASIS OF BEARINGS
HORIZONTAL INFORMATION FOR THIS DRAWING WAS DERIVED FROM DATA
PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK.
POINT NO. 1898:
NORTHING: 176367.49
EASTING: 1299156.69
POINT NO. 1140
NORTHING: 178048.63
EASTING: 1299195.52
DATUM: NAD 1983/91
ACCEPTED A BEARING OF S 88*46'16" E FOR S. 6TH STREET BASED ON FOUND
MONUMENTS IN CASE, PER RECORD OF SURVEY RECORDED IN VOLUME 130 OF
SURVEYS ON PAGE 220C, UNDER RECORDING NO, 19990707900018, RECORDS
OF KING COUNTY, WASHINGTON.
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 NIKON NPL 352
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 AUGUST' 2007 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.
PROJECT INFORMATION
ENGINEER/SURVEYOR: GEODATUM, INC.
1505 NW MALL ST.
ISSAQUAH, WA 98027
PHONE: 425 837 8083
PROPERTY OWNER: XIE FU HAI/HU QIAN QING/KWOK MAN CHING
530 SHATTUCK AVE. S.
RENTON, WA 98057
TAX PARCEL NUMBER: 784130-0400
PROJECT ADDRESS: 530 SHATTUCK AVE. S.
RENTON, WA 98057
ZONING: RMT
PARCEL ACREAGE: (9,586 S.F. 0.22 ACRES
AS SURVEYED
/T
FOUND
1 1/2" BRASS DISK
W/PUNCH IN 3"x3" CONC
POST IN CASE
*0111
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DRAFTER: MJP
DESIGNER:
PROJ. ENGR./SURV.: TNW
DATE: 8-07-07
PROJECT NO.: 07468
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