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TOPOGRAPHIC SURVEYEAST QUARTER CORNER OF
SECTION 10, TOWNSHIP CD
Ln
23 NORTH, RANGE 5 °'
A PORTION OF THE NE 1 /4 OF THE SE 1 /4 OF SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. EAST, FOUND TA IK OSED
CITY OF RENTO N, KING COUNTY, WAS HINGTO N CONCRETE
SANITARY SEWER MANHOLE
A
CATCH BASIN RIM 508.59 y°9
THROUGH CURB LADDER EAST
RIM 508.27 B" PVC W 501.33 IE
SANITARY SEWER MANHOLE 12" DI SW 505.06 IE B" PVC E 501.96 IE
RIM 501.92 12" DI NE 505.14 IE 8" PVC NE 501.75 IE 5o9'Ay
LADDER SOUTH
8" PVC W 494.61 IE GAS
8" PVC E 494.99 IE-
E VALVE
�'-64421„ cnO90y 20� cP s:"' S89 °1B' 57"E 301. 17' I WATER y°922
SE 123RD STREET
23 .00 _ _ � A9 o WATER VALVE � '
R=160 ' p0 - 95.93 - - - WATER VALVE - - - VALVE
• p1 • • • �ANITARY
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485. 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -y - - - - - - - - - - - - - 494.7 A
482. 483. 3 488.ao 0 SIGN SIGN D.�TMj - - - - - - - - - - -•- - - - - -494.9 / ��RIM 97.25
CBJ 12" D W 495.30
SIDE L K 493.57 496.78
Age .
I 96.14
SEWER MANHOLE ��h 21 FLOW LINE OF VERTICAL CURB & GUTTER op y le ANITARY SEWER MANHOLE
RIM 485.01 p0 8IMP4�84. W5482 87 IE e 2' Ag�� CA CH BASIN
_ e�' RIM 493.14 Ag RIM 497.02
LADDER SE ®WATER VALVE ,,pp, �WATER VALVE 8" PVC NW 491.12 IE ADDER EAST
E 47 .00 IE ( ` WATER VALVE
p'I 13 45 � 58 „ PIPE S 470. - - - - PVC E 487.34 I
R=q6� PIPE W 470161 IE PVC S 487.34 IE-
51 ' 1 N8 ° 18 ' 57 " W 262. 78 ' CATCH BASIN Ln
I RIM 494.13 cu
pe •� � NE 16TH STREET 12" CPP W 490.07 IE
m Aeh, FLOW LINE OF ROL ED CURB & GUTTER pgp� ^qy ,'�� 9 y02 01
CATCH BASIN
RIM 483.26
12" CPP E 479.26 IE
12" CPP W 479.16 IE
WM WM
HYDRANT
493.
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Ago p9g.
--2hGGAS VALVE 15
SURVEYOR'S NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC
GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR
CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC
332-130-090.
2) LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE
BASED UPON FIELD MEASUREMENT.
3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED APRIL 4, 2019, THE DATE OF THIS FIELD
SURVEY. DURING THE COURSE OF THE SURVEY EARTHWORK WAS BEING
CONDUCTED ON -SITE AND THE TOPOGRAPHY WAS CHANGING.
4) THIS IS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE
REPORT. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED.
5) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR
RESERVATIONS WHICH MAY EFFECT THIS SITE.
6) THE PURPOSE OF THIS SURVEY IS TO PROVIDE EXISTING CONDITIONS
FOR ENGINEERING DESIGN.
7) CONTOURS SHOWN WERE DERIVED FROM THE DIRECT FIELD
MEASUREMENTS SHOWN HEREON.
8) CONTOURS SHOWN HEREON ARE TO NATIONAL MAPPING STANDARDS,
ONE HALF CONTOUR INTERVAL.
9) THERE ARE NO DIRECT LIMITATIONS OF USE PER WAC 332-130-145 2G.
10) BOUNDARY INFORMATION SHOWN HEREON IS FROM A PRIOR
BOUNDARY SURVEY OF THE PARCEL.
11) UTILITIES THAT WERE VISIBLE DURING THE COURSE OF THIS SURVEY
ARE SHOWN AND REFLECT THEIR FIELD MEASUREMENT.
12) THE INTENT OF THIS SURVEY WAS TO LOCATE VISIBLE UTILITIES,
STRUCTURES, CONTOURS, SPOT ELEVATIONS AND DESIGN
FEATURES IN THE AREA OF THE REQUESTED SURVEY.
BEYOND WHAT WAS VISIBLE ON -SITE, NO ATTEMPT WAS MADE TO
LOCATE UNDERGROUND UTILITIES.
Isa�•�6•�61=no] 0 ".k IN 101ff
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00°58'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A BRASS DISC, LOCATED AT THE INTERSECTION OF
NORTHEAST 4TH STREET AND NILE AVENUE.
THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID
COORDINATES WERE FOUND TO BE 180904.323 / 1316622.738 AT
THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
FACTOR OF 0.999981854 AND THE GRID SCALE FACTOR OF
1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN
GROUND DISTANCES.
VERTICAL DATUM:
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
BENCHMARKS:
BASE:
CITY OF RENTON BENCHMARK NO.1852.
BRASS DISC, IN CONCRETE, LOCATED AT THE INTERSECTION OF
NE 4TH STREET AND 148TH AVENUE SE.
ELEVATION: 454.77 FEET
SOUTHEAST CORNER OF
SECTION 10, TOWNSHIP
23 NORTH, RANGE 5
-AST, FOUND 3" KING
�OUNTY SURFACE BRASS
)ISK WITH PUNCH
CENTRE
PAlNTE
Consultants, Inc., P.S.
14209 29th Street East,
#105 - Sumner, WA 98390
253-987-5924 main
253-987-7859 fax
DRAWN BY: D WOODS
CHECKED BY: N LARSON
DATE: APR. 12, 2019
JOB NAME: 3859
SCALE: 1 " = 20 '
JOB NO.: 3859
Ar
SCALE:
1)) = 20)
6 -17-ZO
Sy\
,22
F�ISTEV� c,�Q
A - L ANC
INDEX DATA:
NE -SE 10, T23N., RSE., W.M.
SURVEY FOR:
HARRY SINGH
KING COUNTY, WAS HINGTO N
SHEET 1 OF 1