HomeMy WebLinkAboutTED4003450.26A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N.., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
NE 3RD COURT
(COLLECTOR ARTERIAL)
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KC #2823, POINT NAME 3747
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N 181067.883
131 1396.674
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LS# 22338
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RIGHT-OF-WAY PIPE, UP 1.5 I - E, UP 1 .5 232540�
FOUND 2" OPE 0.95' N 0.22' W, 2,77' N PIPE, UP 1.90' N 88.12'S1" W 618.33'
0.12' N, 1.97' W
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+ Op�4 PARCEL E 00�7 �1 00g2 0083 84 I BENT UPBA 0
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30' 30' R��oN REC. NO. 7810120741,
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NOTE
SEE SHEET EX-01 FOR FULL LEGAL DESCRIPTION.
r
SURVEY INSTRUMENTATION
EAST 1/4 SEC 16
KC #2831, POINT NAME 3757, PUBLISHED HORIZONTAL CONTROL
N 178418.362
E 1311352.403
FOUND 3"X3" CONCRETE MONUMENT WITH 1 /4" BRASS NAIL,
DOWN 0.7 FEET IN CASE
16 15—
S 2ND PLACE
SURVEYING PERFORMED IN CONJUNCTION WITH THIS BOUNDARY/TOPOGRAPHIC
SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES:
10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS
REQUIRED BY WAC-332-130-100
PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING
THE REQUIREMENTS OF WAC-332-130-090
REFERENCES
RECORDS OF KING COUNTY,
R-1
PLAT OF
ELMHURST, VOL. 232, PAGE 28-32
R-2
PLAT OF
FERNWOOD NORTH, VOL. 128, PAGE 100-101
R-3
PLAT OF
RIDGEVIEW COURT, VOL. 235, PAGE 75-78
R-4
LOT LINE
ADJUSTMENT REC.#19990623900005, VOL. 130, PAGE 104-104B
R-5
RECORD
OF SURVEY REC.#20030310900002, VOL. 158, PAGE 160
R-6
PLAT OF
BRIAR PATCH, VOL. 164, PAGE 48-49
R-7
SHORT PLAT
REC.#7910119003, VOL. 20, PAGE 180
R-8
RECORD
OF SURVEY REC.#7908169008, VOL. 19, PAGE 279
R-9
RECORD
OF SURVEY REC.#8710309005, VOL. 58, PAGE 37
NOTES
1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE
FROM FIRST AMERICAN TITLE INSURANCE COMPANY. COMMITMENT FOR TITLE
INSURANCE, FILE NO. 4203-935379, DATED NOVEMBER 27 2006 AT 7:30 A.M.
AND SUPPLEMENTAL REPORT NO.1 , DATED JANUARY 12, 2007 AT 8:00 A.M.,
TOGETHER WITH COMMITMENT ORDER NO. 4209-996758, DATED MARCH 1, 2007,
AT 7:30 A.M. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM
CONSULTING ENGINEERS, L.L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE
SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY
OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE
ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. BASIS OF BEARING FOR THIS SURVEY IS N00°57'27"E, ALONG THE CENTERLINE
UNION AVENUE N.E., BETWEEN THE FOUND MONUMENTATION AT THE INTERSECTIONS
OF UNION AVENUE N.E. WITH N.E. 4TH STREET, AND UNION AVENUE N.E. WITH S.
2ND PLACE.
3. THE MONUMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE
COURSE OF THIS SURVEY. ANGULAR AND LINEAR MEASUREMENTS WERE MADE WITH
A LEICA TOTAL STATION CALIBRATED WITHIN THE LAST YEAR. DATE OF FIELD
SURVEY WAS JANUARY, 2007.
4. THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF
APPROXIMATELY 191,204 SQUARE FEET OR 4.3894 ACRES, MORE OR LESS.
HORIZONTAL DATUM
SCALE: 1 " = 40'
40 20 0 40 80
LEGEND
0041*0 QUARTER CORNER FOUND
SECTION CORNER FOUND
0 FOUND IRON PIPE
FOUND CASED MONUMENT
PROPOSED CASED MONUMENT
• FOUND REBAR & CAP
BOUNDARY LINE
---------------- BUILDING SETBACK LINE (BSBL)
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
CENTERLINE OF ROAD (EXISTING & PROPOSED)
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91.
THE PROJECT
IS REFERENCED VIA GPS TO POINTS
2823
AND 2831 AS PUBLISHED BY
KING COUNTY.
2823 IS THE
NW 1 /4 CORNER OF SECTION 15, T
23 N,
R 5 E, W.M., A MONUMENT IN
CASE AT THE
INTERSECTION OF UNION AVENUE NE
AND
NE 4TH STREET.
2831 IS THE
W 1 /4 CORNER OF SECTION 15, T 23 N,
R 5 E, W.M., A MONUMENT IN
CASE AT THE
INTERSECTION OF UNION AVENUE NE
AND
S 2TH PLACE.
R=345026
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CHECKED FOR COMPLIANCE SECOND SUBMITTAL ESM 01, 31/'2008 SURVEYED: CA'`E
VERTICAL-- NAVD 1988
83/1 GLADCO DEVELOPMENT L.L.C.
2 THIRD SUBMITTAL ESM 10/22/2010 10$20' HORIZONTAL: NAD isa3/issi R
CITY O1',DESIGNED: FIELDBOOK:
TO CITY STANDARDS 3 FOURTH SUBMITTAL ESM 12/06/201a RCS RENTON ROSEWOOD HIGHLANDS PAGE:
4 MYLARS ESM 12 22/2010 DRAWN: ^,',
/ � DRAWING tir-
ONE INCH DATU M L,
L — 5 CONSTRUCTION SET ESM 02/24/2011 CHECKED: IAT FULL SCALE Planning/Building/Public Works Dept. HORIZONTAL CONTROL PLAN AND KEY MAP HC--01
Call 2 Working Days Before You Dig _
IF NOT ONE INCH �
1-800-424-5555 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
SHEET: 4 DF.31
Utilities Underground Location Center
0D,MT,ND,0R,WA) RENTON JOB NO. I Ll