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M IL OX 00 SURVEYOR'S NOTES: BASIS OF BEARING:
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�` ° 1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON 0 NU TRAVERSE
w o TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC STATE ZONE COORDINATES. A CONVERGENCE ANGLE OF 01°01'23.24" COUNTERCLOCKWISE WAS
04
o u N DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / APPLIED AT A PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH U) �.
w 0 STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE 200TH STREET AND 100TH AVENUE SOUTHEAST. THE MONUMENT IS THE WEST QUARTER 0 1
w o TRAVERSE MEET THE STANDARDS OF WAC 332-130-090. CORNER OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST OF THE W.M. THE NORTH w Nbcl
N o o w 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST IN THE SITE. ONLY THOSE WHICH ARE AMERICAN DATUM TO BE 157384.879 / 1300244.814 AT THAT POINT. THE INVERSE OF BOTH v 1
Q VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. THE SEA LEVEL CORRECTION FACTOR OF 0.999987135 AND THE GRID SCALE FACTOR OF Q CATCH BASIN 6
D6� a am 3. THIS SURVEY REPRESENT PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED 1.000015225 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. m TYPEDARD GR ��p5
11
x FEBRUARY 27, 2018, THE DATE OF THIS FIELD SURVEY. x RI 470.84
655 Q x 4. OFFSET DIMENSION SHOW HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. Q 15M CONIC N 460.74 IE
�6 o �` 5. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR RESERVATIONS WHICH BENCHMARKS: 15" CONIC E 462.75 IE
tk6� 6� MAY EFFECT THIS SITE. 1NG# 15" CONIC S 460.83 IE �6
BASE: ,,`� ,�, LADDER WEST gyp•
6. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN CITY OF KENT BENCHMARK NO. 7073 p`?�,aE WA_ �` Q
6�� PLACED ON THE TITLE REPORT FROM C W TITLE INSURANCE COMPANY COMMITMENT PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERECTION OF SOUTH 2O0TH STREET'`
t` ORDER NO. BH-40218954. DATED SEPT. 12, 2018. NO ADDITIONAL RESEARCH HAS AND 100TH AVENUE SOUTHEAST.
0 12" CONCRETE CULVERT
461.93 IE BEEN ATTEMPTED ELEVATION: 343.77 FEET 41773 I,C" 10 $
DESCRIPTION: �.� �PST09 ��`� °c
SITE: fiJSiQfl�
LEGAL DESCRIPTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE NORTH 2 2 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNER OF SITE ON THE WEST SIDE OF
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING 106TH AVENUE SOUTHEAST. +/-27.1' WEST-NORTHWEST OF WATER VALVE, +/-18.3' 202303-115 R-41 0913
0
THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME COUNTY WASHINGTON; SOUTHEAST OF CATCH BASIN.
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, PRIOR TO THE START OF CONSTRUCTION. EXCEPT THE EAST 30 FEET FOR ROAD; ELEVATION: 462.25 FEET =
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST; IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASHINGTON. INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR SURVEYED BY: EXCEPT THE EAST 30 FEET FOR ROAD. IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO. 8906291184;
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE THE ENGINEER OF ANY POTENTIAL CONFLICTS.
OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
CENTRE
Ccasunmft, inn, P.S.
1.1'?il9 29�h Street. avast, PC-) - Surinec, WA 9839(i
253-987-5.92A main 253-987-78`19 fax
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7fiE."XL1. Ivy: n LARSCIN
DATE: MAP 15, 2918
M, NAME TOPO
S,MI. 1,. _ 23.
iir T7.: _760
DEVELOPMENT ENGINEERING O
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CALL 48 HOURS Michael Sippo 03/30/2023 Ll
BEFORE YOUR
DIG CALL 811 Q
SURVEY BENCHMARK
CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
NAVD 88 = 454.769 FEET
CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 1 16TH
AVE SE PUB ELEV = 448.162 NAVD88
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4G1
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
SURVEYED: SURVEYED
SCALE:
AS SHOWN
ONE INCH
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C
:.� CITY
� R E N TO N
Planning/Building/Public Works Dept.
M AD U EN 0 SHORT P L_AT
19805 108TH AVE SE, RENTON, WA 98055
EXISTING CONDITIONS
DATE
2023/03/14
L-LJ
4.
REISSUED FOR REVIEW
SGC
2023/03/14
AB
DESIGNED: EM
3.
REISSUED FOR REVIEW
SGC
2022 12 02
AB
FIELDBOCK:
PAGE:
2.
ISSUED FOR REVIEW
sec
2021 /04/14
AB
DRAWN:
MK
0
DRAWING NG
13
1.
ISSUED FOR REVIEW
AB
2020/06/19
AB
CHECKED:
RM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N0.
REVISION
BY
DATE
APPR
APPROVED:
AB
SHEET
13_OF_42
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