HomeMy WebLinkAbout1409 UNION RENTON LOT SURVEY CREEK AS BUILT (1) (1)C:\Users\jayba\Documents\JAYS DRAWINGS 2022\HENRY DOAN RENTON HOUSE\HENRY DOAN\dwg\1409 UNION RENTON LOT SURVEY.dwg, CREEK AS BUILT, 4/19/2023 10:31:39 AM,
Foxit PhantomPDF Printer.pc3 1631.11'N 00°59'10" E364.27'UNION AVE. N.E.(132ND AVE. S.E.)N 88°18'20" W120.00'S 00°59'10" WN 88°18'20" W 120.00'85.00'N 00°59'10" E85.00'8' - 10' TALL CEDAR HEDGE EXISTING SINGLESTORY BUILDING1-1
1-2
1-3
1-4
1-5
1-1 DENOTES ORDINARY HIGH WATER MARK
FLAG LOCATED BY THIS SURVEY
EXISTING CREEK
386.03'
383.78'
381.02'
380.06'
380.69'
ELEV.
6' CHAIN LINK FENCEGATE 2' CHAIN LINK FENCENEW ASPHALT
PARKING AREA
PARKING AREA
NEW ASPHALT
CHAIN LINK
GATE
30" FIR TALL STUMP
24" FIR TALL STUMP
30" WEEPING
WILLOW
WILLOW
40" WEEPING
24" ALDERF.F. = 386.00' +/-CREEK ORDINARY HIGH WATER MARK
AS FLAGGED
SOUTHERLY SIDE OF CREEK
GRAPHIC PURPOSES ONLY
(NOT SURVEYED)6' CHAIN LINK FENCE6' CHAIN LINK FENCE
6' C
H
AIN
LIN
K F
E
N
C
E
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 SQUARE
ALL MEASUREMENTS WERE MADE USING A GLOBAL POSITIONING SYSTEM (GPS) WITH THE
EQUIPMENT AND PROCEDURES:
FIELD MEASUREMENTS ARE G.P.S. - GROUND
INSTRUMENT USED - TOPCON GPS GR5
CREEK AS-BUILT
A PORTION OF
THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE W.M.,
KING COUNTY, WASHINGTON.
INSTRUMENT USED - LEITZ SOKKIA 1" TOTAL STATION
STANDARD TRAVERSE PROCEDURES WERE UTILIZED WHEN G.P.S. OPTIONS WERE NOT AVAILABLE.
LEGAL DESCRIPTION:
BASIS OF BEARING:
METHOD OF SURVEY AND EQUIPMENT USED:
THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE W.M., IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF RENTON-ISSAQUAH ROAD AS CONVEYED
TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 990051, WITH THE WEST LINE
OF THE EAST 30 FEET OF SAID SUBDIVISION;
THENCE NORTH00°08'57"WEST ALONG SAID WEST LINE 313 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE SOUTH 00°08'57"EAST 85 FEET;
THENCE NORTH 89°26'27"WEST 120 FEET;
THENCE NORTH 00°08'57"WEST 85 FEET;
THENCE SOUTH 89°26'27"EAST 120 FEET TO THE TRUE POINT OF BEGINNING.
THE MONUMENT CENTERLINE OF UNION AVE N.E. (N 00°59'10"E) PER CITY OF RENTON MONUMENTS
I.D. NO.'S 716 AND 1894. BOTH FOUND FOR THIS SURVEY.
VETICAL DATUM:
CITY OF RENTON MONUMENT I.D. NO. 0716 AS PUBLISHED BY THE CITY OF RENTON.
ELEVATION = 437.27' (N.A.V.D. 88) PER THE CITY OF RENTON.
HELD FOR THIS SURVEY.RENTON, WASH. 980591409 UNION AVE. N.E.ROCHELLE NGUYENCREEK O.H.W. MARK SURVEYLLCSurveyingOlympic PH (206) 396-202219512 94th Street EastBonney Lake, Washington 98391Project ManagementLand PlanningLand Surveyingjaybabcock@comcast.net04/16/23