HomeMy WebLinkAboutR-394402NE 1/4, SEC. 24, TWP 23 N., RNG
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SCALE IN FEET
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7.5' UTILITY
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PER PLAT OF
WASHINGTON
TECHNICAL CENTER
VOL. 122, PAGES
98-102
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0 LOT 2, CITY OF RENTON SHORT PLAT NUMBER 20 G 1
016-88, RECORDED UNDER RECORDING NUMBER gl]ltDl G� JGM
8910279013; BEING A PORTION OF TRACT B,
0 WASHINGTON TECHNICAL CENTER, ACCORDING TO THE R M=19.45 Sa i
PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, FQ16_88 ` 1 J 1 IE=-7.2 10" CPP SW 1 ASPH 2Q
PACES 98 THROUGH 102, INCLUSIVE, IN KING COUNTY, ` �•` IE='7.7 4" PVC N O
WASHINGTON. 1 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION (D C
AND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 ASPI- So RIM=19.15 °
I OVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE IE-17.0 10" CPP NE v
1 ADJUSTMENT NO. 001-86, REC. NO. 860CONIC WALK
9179004 H IE=16,9 12" CPP SW 20` I
NOTES...AS CONSTRUCTED, OR TO BE CONSTRUCTED,
EXTENDS❑ OR RELOCATED. F°
1. PURPOSE OF -THIS SURVEY THIS SURVEY WAS PERFORMED DURING SEPTEMBER, ` Xl[��TE
2016. IN SUPPORT OF A KING COUNTY BUILDING IMPROVEMENT PROJECT AND 15 1
INTENDED TO BE USED FOR -HIS PURPOSE. SPECIFIC INFORMATION SHOWN HEREON l R 2�
SHOULD BE VERIFIED AS TO ITS ACCURACY IF THIS SURVEY IS TO BE USED FOR LEGEND j
PURPOSES OTHER THAT WHAT IT WAS INTENDED FOR. �i CONC WALK BIKE RACK o
sn t� �•_ S[�
2, BASIS OF BEARING WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARK) 0 {v',;n v y A6 ` ® CONTROL POINT (AS NOTED) PLANTER
-r
DEA 3000-CITY OF RENTON 1854 S, S b o-°'C', n
NORTHING 175,581.49o o� Z� ■ REBAR (FOUND AS NOTED) °
EASTING 1,293,557.21
Ln 0 S � o 0 A r =A 1234567890 TAX LOT/PARCEL NUMBER
DEA 3010-CITY OF RENTON 1895 fi � Q �� - � � miny`n NORTHING 173 116.82 � -+ - Q�
EASTNG 1,296,615.73
(D
Q-d y�
�'
WHEEL CHAIR RAMP
BUILDING LINE
SI N
BUILDING OVERHANG
3. VERTICAL DATUM NAVD-38
x
} t arn v
EDGE OF PLANTINGS
CITY OF RENTON BENCHMARV NO. 1854, ELEVATION 19.65
0z T.
Z
LIGHT
TRAFFIC STRIPING
__...
CITY OF RENTON BENCHMARV NO. 1895, ELEVATION 25.70
0 cz
a'"
I?
1
CABLE TV UNDER GROUND LINE
CABLE
Tv
4. METHODOLOGY FIELD MEASUREMENT FOR THIS SURVEY WERE PERFORMED USING A
?
sue
,
HANDICAP PARKING
FIBER OPTIC UNDERGROUND LINE
FO
LEICA MS50 TOTAL STATION AND A IGS14 CPS RECEIVER. THIS SURVEY COMPLIES
1
r^
®
STORM CATCH BASIN
GAS UNDERGROUND LINE
WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON
Yn
STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITONAL
t `
POWER UNDERGROUND LINE
+�
TOLERANCE LEVELS OF LESS THAN 0,011 METERS)
r_ �'
STORM CLEANOUT
STORM DRAIN LINE --
SD
5. PROPERTY LINES PROPERTY _INES SHOWN HEREON ARE 3ASED ON SURVEY
to
J
STORM CULVERT
WATER LONE
w
MONUMENTS, SURVEYS, DEEDS AND COUNTY ASSESSOR INFORMATION. AS NOTED
1
EASEMENT LINE
HEREON, SPECIFIC PROPERTY LINES HAVE BEEN VERIFIED TO A HIGHER LEVEL OF
CABLE TV PULLBOX
ACCURACY TO BE USED FOR DETERMINING EXACT LOCATION OF FEATURES IN THOSE
1
BUILDING SETBACK LINE
- - -
AREAS.
® V
GAS VALVE
PROPERTY CORNERS WERE NDT STAKED IN CONJUNCTION WITH THIS SURVEY.
GM
®
GAS METER
ASPH ASPHALT
VYB WOOD BENCH
6. MONUM NTATiON VISITATICN ALL SURVEY MONUMENTS AND OTHER SURVEY
MARKERS SHOWN HEREON WERE VISITED DURING SEPTEMBER, 2016.
®WV
WATER VALVE
CB CATCH BASIN
CO C
7. ENCLMBRANCES THIS SURVEY RELIED ON SCHEDULE B OF THE TITLE REPORT,
FIRE HYDRANT
PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO.:4209-2112731,
E
CONIC CONCRETE
DATED MAY 15, 2015, TO IDENTIFY EASEMENTS OR RESTRICTIONS OF RECORD. THIS
8
KEY/CARD PAD
CPP CORRUGATED PLASTIC PIPE
SURVEY SHOWS THOSE INSTRUMENTS THAT AFFECT THE SUBJECT PARCEL, AND ARE
SURVEY RELATED.
DECIDUOUS TREE
PA PLANTED AREA
�-��
PVC POLYVINYL CHLORIDE PIPE
8. UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS
PLACED ON THE GROUND BY A UTILITY LOCATE SERVICE. INC GUARANTEE IS MADE THAT
CONIFEROUS TREE
WV WATER VALVE
THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN
IN THEIR EXACT LOCATION. THE JTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE
FROM AVAILABLE INFORMATION.
9. CONTOUR INTERVAL_ 1 FOOT (NAVD 88). SURVEYED: AALA
10. SUBSURFACE- CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS DESIGNED:
GXLE
SURVEY.
DRAWN: SGR
11. 1-800-424--5555- MUST BE CALLED NOT LESS THAN 43 HOURS BEFORE
BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. CHECKED: AGC
FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REFAIR COSTS. (UP TO THREE
w TIMES THE COST OF REPAIRS TO THE SERVICE). NO. REVISION BY DATE APPR
APPROVED:AGC
VICINITY MA
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CITY O F
AS NOTED HORIZONTAL: NAD ,s83/18a/,ss, p Q
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RENTON O DAVID EVANS
ONE INCH DATUM NX197 ANDASSOCIATES INC.
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH 14432 SE Eastgate Way, Suite 400
SCALE ACCORDINGLY
Bellevue Washington 98007
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KING COUNTY REGIONAL
DATE. 1/3/2018
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TOPOGRAPHIC SURVEY
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R-399402