22-100630-Topographic and Boundary Survey Plan-02-10-2022-V1UNKNOWN LINE FROM E.S.M.ASPHALT50'
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3'227.72'227.31'226.75'226.65'226.78'225.48'GRASSGRASSGRASSGRASSECOLOGY BLOCK WALLGRAVELGRAVELGRAVELGRAVELW
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E CONC. SIDEWALKCONC. SIDEWALKCONC. SIDEWALKCUTAPPROACHCUTAPPROACHGATE5' CHAIN LINK FENCE5' CHAIN LINK FENCEECOLOGY BLOCK WALLECOLOGY BLOCK WALLAREAASPHALTi.e. = 213.02' (12"NORTH / SOUTH)rim = 222.62'type i c.b.100.00'N 88°39'36" W250.00'N 01°15'41" E 100.00'N 88°39'36" W250.00'N 01°15'41" E
I.E. = 225.02' (TOP STOVE PIPE)I.E. = 223.62' (30" CMP E.)I.E. = 223.52' (12"CMP W.)RIM = 230.02'TYPE 2 C.B.TYPE I C.B.RIM = 225.78'I.E. = 221.42' (12"CMP W.)I.E. = 221.43' (12"CMP E.)I.E. = 216.90' (C/L CHANNEL) 8" N/SI.E. = 216.90' (C/L CHANNEL) 12" E/WRIM = 225.00'S.S. MANHOLESOUTH 348TH STREETi.e. = 213.97' (18" ? EAST)SURVEYPROPERTY LINES SHOWN HEREON.PERFORMED BY E.S.M. OLYMPIC SURVEYING, LLC TAKES NO RESPONSIBILITY IN THE ACCURACY OF THETHIS IS A TOPOGRAPHIC SURVEY ONLY TO SHOW THE EXISTING FEATURES WITHIN A BOUNDARY SURVEYTHIS MAP DOES NOT CONSTITUTE A BOUNDARY SURVEY PERFORMED BY OLYMPIC SURVEYING, LLC.PACIFIC HIGHWAY.OF SOUTH 336TH ST. AND 9TH AVE. SOUTH AND THE INTERSECTION OF SOUTH 336TH ST. ANDREFERENCE BEARING OF S 88°45'01"W BETWEEN FOUND MONUMENTS AT THE INTERSECTIONWASHINGTON COORDINATE SYSTEM, NORTH ZONE, 83/91.NUMBER 8607250463.SOUTH 348TH STREET BY DEED RECORDED UNDER RECORDING AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD;WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST THE WEST 100 FEET OF THE NORTH 300 FEET OF THE NORTHWEST PER CHICAGO INSURANCE TITLE REPORT NO.001233109TOPOGRAPHY SURVEYLEITZ SET 3, 5" SECOND TOTAL STATION.LAND BOUNDARY SURVEYS PER WAC 332-130-090.RELATIVE ACCURACY PROCEDURES WERE USED TO MEET OR EXCEED THE ACCURACY FOR(RMS) FOR STATIC MEASUREMENTS AND 10mm + 1 PPM FOR REAL TIME KINEMATIC (RTK)MANUFACTURES STANDARD DEVIATION OF 3mm + 0.5 PPM BASELINE ROOT MEAN SQUAREALL MEASUREMENTS WERE MADE USING A GLOBAL POSITIONING SYSTEM (GPS) WITH THEEQUIPMENT AND PROCEDURES:FIELD MEASUREMENTS ARE G.P.S. - GROUNDINSTRUMENT USED - TOPCON GPS GR5STEVE DAVIS EXCAVATING, LLCKING COUNTY WASHINGTON.RANGE 4 EAST OF THE W.M., CITY OF FEDERAL WAYTHE S.W. 1/4 OF THE S.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH,A PORTION OF jaybabcock@comcast.net
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