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—SW 7TH STREET—�—
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MONUMENT COORDINATE TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESC
300 (GP17405-29)
173646.88
1297951.23
47.67
SURFACE MON
301 (GP17405-336)
174016.60
130790.60
119.18
SURFACE MON
303
175885.41
1299146.18
24.27
MON IN CASE
401
174791.24
1297986.27
28.10
MON IN CASE
411
175083.39
1297993.38
28.13
MON IN CASE
412
175891.26
1298012.95
25.46
MON IN CASE
423
175017.14
1299002.77
25.50
MON IN CASE
i
— 14TH STREET
HORIZONTAL DATUM:
BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON
COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD83/2011) NORTH ZONE, AND THE UNIT
OF MEASURE IS THE U.S. SURVEY FOOT.
PROJECT GRID COORDINATES BASED UPON WSDOT MONUMENTS GP17405-29 (POINT #300)
AND GP17405-336 (POINT #301), OBSERVED BY CONVENTIONAL TOTAL STATION
OBSERVATIONS.
SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS.
VERTICAL DATUM:
ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88), DERIVED FROM LEVEL TIES TO WSDOT MONUMENTS GP17405-29
(POINT #300) AND GP17405-336 (POINT #301).
LEGEND
— — RIGHT-OF-WAY LINE
/////////1/ZZ,Ll- /// WSDOT LIMITED ACCESS
— PROPERTY LINE
MONUMENT NOTES:
1. THE HORIZONTAL AND VERTICAL CONTROL
MONUMENTS LISTED ON THIS DRAWING ARE FOR
THE PURPOSE OF ESTABLISHING LINE AND
GRADE FOR THE CONSTRUCTION OF THE 1-405
BUS RAPID TRANSIT PROJECT. SECONDARY
SURVEY CONTROL POINTS SHOULD BE
ESTABLISHED USING THESE MONUMENTS.
2. THE MONUMENTS SHOWN ON THIS DRAWING
MAY HAVE BEEN UTILIZED TO DETERMINE
EXISTING STREET R/W LINES AND PROPERTY
LINES, OR MAY BE IN THE VICINITY OF THE
CONSTRUCTION ZONE AND THEREFORE IN
POSSIBLE DANGER OF BEING DESTROYED OR
MOVED. IN ACCORDANCE WITH RCW 58.09.130,
ANY MONUMENT SHOWN HEREON AND ANY
OTHER MONUMENTS THAT MAY BE FOUND NEAR
THE CONSTRUCTION ZONE (SUCH AS PROPERTY
CORNERS), EVEN IF NOT CURRENTLY KNOWN
ABOUT AND SHOWN HEREON, SHALL BE
PRESERVED THROUGH THE PROCESS OF AN
APPLICATION FOR PERMIT TO REMOVE OR
DESTROY A SURVEY MONUMENT' SUBMITTED TO
THE WASHINGTON STATE DEPARTMENT OF
NATURAL RESOURCES.
HORIZONTAL CONTROL PRECISION:
THE PRECISION OF THE HORIZONTAL CONTROL SURVEY PERFORMED FOR THIS NETWORK
AND SHOWN HEREON HAS MET A MINIMUM OF 1-50,000, SECOND ORDER, CLASS I AS
DEFINED BY THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE
TITLE, "STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS",
AUTHORED BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN SEPTEMBER 1984. roN
VERTICAL CONTROL PRECISION:
THE PRECISION OF THE VERTICAL CONTROL AND OF SUPPORTING VERTICAL GROUND
SURVEYS HAS MET THE MINIMUM SECOND ORDER, CLASS II LOOP CLOSURE, AS DEFINED BY 200 100 0 200 400
THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE TITLE
"STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS", AUTHORED BY SCALE IN FEET
THE FFnFRA1 (-,FnnFTI(' ('I)NTRC)I (nKANAITTFF INI.qFPTFRARFR 1gRA
R-433218 DEVELOPMENT ENGINEERING 0
msippo 11 /25/2025
DESIGNED BY: SCALE: DRAWING No.:
N. JONES Q LU 119=200' STRIDE BUS RAPID TRANSIT
IA -j MON
DRAWN BY: �y/"� OF wasgf� U FILENAME: SOUTH RENTON TRANSIT CENTER BT120—RMP501
w co
A. ALIMOVA� x ] 4S w J S1-BT120-RMP501 BT105 FACILITY ID: rRIDE
CHECKED BY: � l & FURTADO &ASSOCIATES, INC. BRT Genera! Engineering Consultant zLL
CONTRACT No.: BT120
�o� 41277 ��� Consulting Engineers SOUNDTRANSIT RIGHT OF WAY
LNo.
06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES R. ELANGOVAN ISTEg�� �e° RTA/CN 0205-24 SHEET No.: REV:
r0�'AL LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: MONUMENT PLAN
12/10/2024 NAJ RE JMB ISSUED FOR BID APPROVED BY: O18 1
DATEDSN ICHK APP REVISION J. BECKER R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
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