HomeMy WebLinkAboutSHP 20061011900007CITY OF RENTON
SHORT PLAT
LUA-06-080—SHPL
LND-20-0463
DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S)
OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION
THEREOF PURSUANT TO ROW 58.17.060 AND DECLARE THIS SHORT PLAT TO
BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SUBDIVISION IS
MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF
THE OWNER(S)
IN WITNESS ,WHEREOF WE HAVE SET OUR HANDS AND SEALS
L. P
IM�R CI�10
CO�OIIrOW O 16MM
am CbQ Cana
74 24
STATE OF -�
COUNTY OF
CERTIFY 11 THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND /ACKNOWLEDGED IT AS THE
3------ OF A 1-
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATED -% ` +
SIGNATURE OF
ii
NOTARY PUBLIC _ +-
PRINTED NAME OFh
NOTARY PUBLIC -I
TITLE
MY APPOINTMENT EXPIRES
STATE OF
SS
COUNTY OF
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
------ OF -------------
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT,
DATED
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
TIT[ F
MY APPOINTMENT EXPIRES
APPROVALS:
CITY OF RENTON
EXAMINED AND APPROVED THIS 6_ 7 DAY OF .=T0 x
RECORD LEGAL DESCRIPTION:
KING COUNTY
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS 100k DAY OF Q%C"St _, 200_�_-
ASSESSOR
���tk,nVDD^i _ieU4�, ----
DEPUTY ASSESSOR
ACCOUNT NUNBER
PER FIRST AMERICAN TITLE INSURANCE CO. ORDER NO. NCS-171106-SA1,
DATED FEBRUARY 1, 2006 AT 7:30 A.M.
THAT PORTION OF THE NORTHWEST QUARTER AND THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP
23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SAID NORTHWEST QUARTER WITH THE
EASTERLY MARGIN OF GARDEN STREET AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED
UNDER RECORDING NUMBER 5535459;
THENCE SOUTH 89.28'22" EAST ALONG SAID SOUTH LINE 603.26 FEET TO A MONUMENT IN CASE HELD
AS THE CENTER OF SAID SECTION;
THENCE SOUTH 8930'10" EAST 35.59 FEET TO A POINT ON THE WESTERLY MARGIN OF THE PACIFIC
COAST RR CO RIGHT OF WAY, SAID POINT BEING UPON A CURVE TO THE RIGHT, FROM WHICH THE
CENTER BEARS NORTH 52.20'38" EAST, 810.39 FEET; THENCE NORTHERLY ALONG SAID MARGIN AN ARC
LENGTH OF 277.62 FEET TO THE POINT OF TANGENCY;
THENCE NORTH 18.01'40" WEST ALONG SAID WESTERLY MARGIN 1,995.11 FEET TO AN INTERSECTION
WITH THE SOUTHERLY MARGIN OF THE WASHINGTON STATE HIGHWAY (PSH-1) NORTH RENTON
INTERCHANGE A -LINE RIGHT OF WAY;
THENCE SOUTH 49.05'06" WEST ALONG SAID SOUTHERLY MARGIN 406.82 FEET;
IHENCE SOUTH 31.53'55" WEST ALONG SAID SOUTHERLY MARGIN 62.78 FEET;
THENCE SOUTH 0839'15" EAST 47.07 FEET;
THENCE SOUTH 18'00'30" EAST ALONG SAID EASTERLY MARGIN 1,289.97 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 910.00 FEET; THENCE ALONG SAID
MARGIN CURVING TO THE RIGHT, AN ARC LENGTH OF 293.83 FEET TO THE POINT OF TANGENCY;
THENCE SOUTH 00'29'31" WEST ALONG SAID EASTERLY MARGIN 253.42 FEET TO THE TRUE POINT OF
BEGINNING.
TAX PARCEL NUMBER
082305 9217 00
GENERAL NOTES
PROPERTY IS LOCATED WITHIN ZONE "X" WHICH IS DEFINED AS "AREAS DETERMINED TO BE OUTSIDE
THE 500 YEAR FLOOD PLAIN". PER FLOOD INSURANCE RATE MAP NUMBER 53033C0977 F MAP
REVISED MAY 16, 1995 AND 5303C0664 F MAP REVISED MAY 16, 1995.
TOTAL SITE AREA: ±930,875 SO. FT. (t21.37 ACRES) NOTE THIS AREA IS FOR
ALL OF TAX LOT 082305-9217 PRIOR TO R/W DEDICATION
NEW LOT 1 ADDRESS= 800 GARDEN AVE. N. RENTON, WA. 98055
NEW LOT 2 ADDRESS- 1000 GARDEN AVE. N. RENTON, WA. 98055
R/W AREA 911 = 3,394 SQ. FT.
R/W AREA = 1,162 SQ. FT.
NEW LOT 1 AREA
TOTAL SITE AREA- t 501,611 SQ FT i 11.515 ACRES
TOTAL AREA EXISTING IMPERVIOUS SURFACE=
TOTAL AREA EXISTING UNDEVELOPED AREA= 0
BUILDING SQ. FT=t 153,043 SQ FT (FOOT PRINT)
BUILDING USE= RETAIL
PERCENT LOT COVERED BY BUILDINGS AND STRUCTURES= 29%
TOTAL AREA PAVING= f 304,511
TOTAL AREA LANDSCAPE= f 44,059
NEW LOT 2 AREA
TOTAL SITE AREA- ± 424,715 SQ FT t 9.750 ACRES
TOTAL AREA EXISTING IMPERVIOUS SURFACE= t 424,714 SQ FT
TOTAL AREA EXISTING UNDEVELOPED AREA= t 424,714 SQ FT (PAVED LOT)
BUILDING SO. FT=O
PERCENT LOT COVERED BY BUILDINGS AND STRUCTURES- 0%
TOTAL AREA PAVING= f 424,715 SQ FT (PARKING & DRIVES)
TOTAL AREA LANDSCAPE- 0 SQ FT
RECORDING NO.
SCALE: AS NOTED
VOL./PAGE
PORTION OF: NE 1/4 & SE 1/4, NW 1/4 SECTION 08, T. 23 N., R. 5 E.
AND SW 1/4, NE 1/4, SECTION 08, T. 23 N., R. 5 E., W.M.
LAKE WASHINGTON
SITE
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VICINITY MAP
NOT TO SCALE
SURVEY NOTES:
HORIZONTAL DATUM: NAD 83/91. BASED ON GPS MEASUREMENTS FROM CITY OF RENTON
MONUMENTS #3736 (E 1/4 CORNER 8-23-5) & RENT1847.
BASIS OF BEARINGS = S 89`28'22" E ON MONUMENTED SOUTH LINE OF NW 1/4 SECTION 8-23-5.
ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED
THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD
OBSERVATIONS TAKEN IN AUGUST OF 2005, UNLESS OTHERWISE INDICATED. THE PRIMARY CONTROL
WAS ESTABLISHED USING FAST STATIC GPS AND INTERMEDIATE POINTS WERE ESTABLISHED USING
CONVENTIONAL TRAVERSE METHODS, THE TRAVERSE WAS ADJUSTED USING A LEAST SQUARE
ADJUSTMENT. THE LARGEST ANGULAR RESIDUAL IS 10 SECONDS THE LARGEST DISTANCE RESIDUAL IS
0.03 FEET THE LARGEST ERROR ELLIPSE OF 95 % CONFIDENCE IS 0.08' X 0.07' THE ERROR OF
CLOSURE OF THE CLOSED LOOP TRAVERSE WAS EQUAL TO OR GREATER THAN 1:50000
THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING
THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON
INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS INC. DOES NOT ACCEPT RESPONSIBILITY OR
ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ ENGINEERS SHALL VERIFY
EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION
SERVICE:1-800-425-5555
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND
PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE
MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING
REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. (C) TRIMBLE 4700 OR 5700 GPS RECEIVERS
OPERATED IN RTK MODE WITH A MAXIMUM POSITIONAL TOLERANCE OF 2 CENTIMETERS.
NOTE: FENCE ENCROACHES 0.1' TO 0.3' INTO RIGHT OF WAY ALONG GARDEN AVE. N
RECORDER'S CERTIFICATE ........................................... LAND SURVEYOR'S CERTIFICATE
filed for record this R.. day ofr..., 20f at F•P THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY SRMAs C RENTON-LOWE'S SHORT PLAT
HZ
Y •• M• MADE BY ME OR UNDER MY DIRECT SUPERVISION IN z 44'
CONFORMANCE WITH THE REQUIREMENTS OF THE
in book. ....... of .. ..... at page ....�...... at the APPROPRIATE STATE AND COUNTY STATUTE AND F"M b
ORDINANCE IN AUGUST 006 An Engineering Services Company DWN. BY DATE JOB NO.
request of NEIL S. CABBAGE. Civil I Structural I Planning I Survey�ctsr�9sy 0 0 2006 057701
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f 1 ... 1601 2nd Avenue Suite 1000 sf0NAL rnxID DMB 9/2 2
....-.--.....•••••.• ....... Seattle, WA98101 CHKD. BY SCALE SHEET
Manager Supt. of Records CERTIFICATE NO. 23345• aceen rs.com EXPIRES 2703708 �Q N A ••• p. 206.441.18551 f. 206.448.7167 p 9 NSC / 1 of 3
CITY OF RENTON
SHORT PLAT
LUA-06-080-SHPL
LND-20-0463
EASEMENTS & EXCEPTIONS:
SPECIAL EXCEPTIONS FROM SCHEDULE B FIRST AMERICAN TITLE INSURANCE COMPANY
Order No. NCS-171106-SA1 DATED SEPTEMBER 25TH, 2005 AT 7.30 A.M.
GEOGRAPHICALLY LOCATABLE ITEMS FROM SAID REPORT (SUCH AS EASEMENTS) HAVING AN
EFFECT ON THE SUBJECT PROPERTY ARE SHOWN ON THIS PLAT.
OTHER ITEMS LISTED IN SCHEDULE B OF SAID REPORT WHICH EFFECT THE TITLE TO THE
SUBJECT PARCEL ARE AS FOLLOWS:
SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
PURPOSE: PUBLIC UTILITIES, INCLUDING WATER AND SEWER, WITH NECESSARY
APPURTENANCES
AREA AFFECTED: A STRIP OF LAND 20 FEET IN WIDTH PARALLEL WITH AND ADJOINING THE
EASTERLY MARGIN OF GARDEN AVENUE NORTH.
(PLOTTED)
GRANTEE: CITY OF RENTON
RECORDED: SEPTEMBER 23, 1988
RECORDING NUMBER: 8809930146
SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION
PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SUBSTATION AND ONE OR MORE
TRANSMISSION AND/OR DISTRIBUTION LINES
AREA AFFECTED: PORTION OF NEW LOT 1 AREA AND OTHER PROPERTY.
RECORDED: JULY 13, 1992
RECORDING NUMBER:9207130661
SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
PURPOSE: 115KV POWER TRANSMISSION AND DISTRIBUTION LINES
AREA AFFECTED: PORTION OF SAID PREMISES. (PLOTTED)
GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION
RECORDED: FEBRUARY 3, 1994
RECORDING NUMBER: 9402030482
SAID EASEMENT HAS BEEN AMENDED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER
9405202038.
SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
PURPOSE: WATER UTILITIES
AREA AFFECTED: NEW LOT 1.
GRANTEE: CITY OF RENTON
RECORDED: DECEMBER 23, 2004
RECORDING NUMBER: 20041223001308
SUBJECT TO RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW
AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE
HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE
STATE OF WASHINGTON.
RECORDED: JULY 15, 1966
RECORDING NUMBER: 6078423
(DOCUMENT EFFECTS THE ENTIRE PARCEL)
SAID INSTRUMENT IS A RE-RECORDING OF INSTRUMENT RECORDED UNDER RECORDING
NUMBER 6065436.
CONTINUED
SUBJECT TO TERMS, CONDITIONS, PROVISIONS AND STIPULATIONS OF THE
PARTNERSHIP AGREEMENT FOR DASH 80 L.P., A WASHINGTON LIMITED PARTNERSHIP.
SUBJECT TO SURVEY BY PACE ENGINEERS, DATED OCTOBER 14, 2005, JOB NO.
05770.10 DISCLOSES THE FOLLOWING:
A. A TRANSMISSION TOWER WITH OVERHEAD POWER LINES LOCATED ALONG THE
NORTHERLY PROPERTY LINE,
B. THE FACT THAT A PORTION OF AN UNRECORDED EASEMENT FROM BURLINGTON
NORTHERN RAILROAD COMPANY FOR A PUBLIC ROADWAY IN FAVOR OF THE CITY OF
RENTON LIES WITHIN SAID LAND AT THE NORTHEAST CORNER AS DISCLOSED BY A
DOCUMENT ENTITLED "EASEMENT" FURNISHED FIRST AMERICAN.
SUBJECT TO UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY
AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED
PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM,
SUBJECT TO MATTERS WHICH MAY BE DISCLOSED BY A SEARCH OF THE RECORDS
AGAINST THE NAME(S) OF THE GENERAL/MANAGING PARTNER(S) OF THE PARTNERSHIP
NAMED BELOW, PROVIDED SAID MATTERS REPRESENT PARTNERSHIP OBLIGATIONS.
PARTNERSHIP: DASH-80, L.P., A WASHINGTON LIMITED PARTNERSHIP.
PROPOSED EASEMENTS
RECORDING NO.
SCALE: AS NOTED
VOL./PAGE
PORTION OF: NE 1/4 & SE 1/4, NW 1/4 SECTION 08, T. 23 N., R. 5 E.
AND SW 1/4, NE 1/4, SECTION 08, T. 23 N., R. 5 E., W.M.
NW 1/4 SECTION 8-23-5 (NOTE: SEE SHEET 3 OF 3 FOR PROERTY LINE DATA)
SCALE 1:400
END MON IN CASE
BRASS DISC
W/PUNCH CONC
8-15-05
END MON IN CASE
W/COPPER PIN IN GONG
R=572.52'
L=428.27'
END MON IN CASE
W/COPPER PIN IN CONIC
N18'00'30"W
100.76'
SUBJECT TO
COVENANTS, CONDITIONS AND RESTRICTIONS AND/OR EASEMENTS: 2.
DETAIL
RECORDED:
NOVEMBER 17, 2000
`
RECORDING
NUMBER: 20001117001354
(DOCUMENT
EFFECTS THE ENTIRE PARCEL)
\
3"
MOH.
ABOVE C.C.
& R.'S ARE ALSO REFERENCED IN DEED OF TRUST
S. OF THEO.
RECORDED:
NOVEMBER 17, 2000
SUB. LINE
RECORDING
NUMBER: 20001117001355
35.59' (DEED) J
35.61' (CALC.),
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S89'30'10"E,'
END MON IN CASE_
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W/COPPER PIN CONC
R=715.86'
L=330.30'
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FOUND GONG. MONUMENT WITH ro o
COPPER TACK DN. 1.0' 3
VISITED 8/12/05 0 C
N. 8TH STREET
7 S89'28'22"E 2650.44' TO EXISTING CENTER OF SECTION
An Engineering Services Company
Civil I Structural ( Planning I Survey
1601 2nd Avenue Suite 1000
Seattle, WA 98101
p. 206.441.1855 1 f. 206.448.7167 paceengrs.com
FOUND MON IN CASE
WITH BRASS PIN
VISITED 8/12/05
5
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231.26'
—HOUSER WAY
LAT=4730'00"
LONG=122'11'58"
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RENTON CP #398
FOUND CONC. MOH.
EXISTING
WITH COPPER TACK
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VISITED 8/12/05
ELECTRONIC
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DETAIL
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2647.61' TO EXISTING
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WITH COPPER TACK
ACCEPTED AS CENTER
OF SECTION.
VISITED 8/12/05
=RENTON CP #1847
RENTON-LOWE'S SHORT PLAT
DWN. BY DATE
DMB 09
CHKD. BY SCALE
NSC
JOB NO.
/20/2006 05770.12
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CENTER LINES
PROPOSED PROPERTY LINES \ `
-----_-_.,--� --- --- RIGHT-OF-WAY LINES of L\NE
--— — — — — —— EASEMENT LINE �\ SED \"
- - - - — -- - SUBDIVISION LINE _ `�O PROPO
(912.13') DISTANCE BY DEED
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CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
C-1
fl=15'00'04"
R=52.00'
L=13.61'
C-2
A=14'53'40"
R=52.00'
L=13.52'
C-3
4=75°33'33"
R=36.00'
L=47.48'
C-4
A-=75-42'19"
R=36.00'
I L=47.57'
RECORDING NO.
VOL./PAGE
1
SCALE:
1 INCH = 100 FF.
50
0 50 100
140 200 240
PORTION OF: NE 1 /4 & SE 1 /4, NW 1 /4 SECTION 08, T. 23 N., R. 5
AND SW 1 /4, NE 1 /4, SECTION 08, T. 23 N., R. 5 E., W.M.
MATCHLINE SEE BELOW LEFT
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---
DETAIL #2
NORTH 8TH STREET - -I -
• OWE'S SHORT PLAT
An Engineering Services Company
ATE JOB NO.
Civil I Structural I
i
Planning I Survey
1601• Avenue Suite 1000Seattle, WA 98101
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