HomeMy WebLinkAboutEX_06_MAP_Lot_Line_Adjustment_Map_240726_v1
STRIDE Bus Rapid Transit
South Renton Transit Center (SRTC) Site Plan Review, Conditional Use Permit, Master Site
Plan Review, and Lot Line Adjustment Application
Attachment 8
Lot Line Adjustment Map
July 2024
Prepared by the
Design Management Plan Sound Transit
L5
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S89°42'23"E 401.76' (C & R1)
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128
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N77°28'16
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S77°28'06
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446.05' (C
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412.99' (C
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EXISTING LOT 3
82,968 S.F.
(1.91 AC.)
S GRADY
W
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S
EXISTING
L
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4
42,234 S
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(0.97 AC
.
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EXISTING LOT1
149,284 S.F.
(3.43 AC.)
EXISTING LOT 2
85,991 S.F.
(1.97 AC.)
V
A
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S
5
0
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VARIES
VARIES
VARIES
VARIES
VARIES
0.98' (C)(D)(R1)
N77°28'06
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L6
400.78'(C & R1)
L1
C1
C2
C3
LEGEND
Checked By:
Drawn By:Date:
Scale:
Job No:
Sheet No.
LOT LINE ADJUSTMENT
STRIDE BUS RAPID TRANSIT PROJECT
SURVEY OF SOUTH RENTON TRANSIT CENTER
RTN001-RTN004
CITY OF RENTON, KING COUNTY, WASHINGTON
L.E.JEU 07/02/2024 202022-3
1 OF 31" = 100'J. BECKER
R/W RIGHT-OF-WAY
MON SURVEY MONUMENT
FOUND SURVEY MONUMENT
PROPERTY CORNER SCALE IN FEET
050 100100 200
(1" = 100')
N
WWW.FURTADOASSOCIATES.COM
JOB NO. 202022-3
FILE: BT105 - SRTC LLA.DWG
FURTADO & ASSOCIATES
1325 FOURTH AVE., SUITE 1900
SEATTLE, WA 98101
PHONE (206) 621-1218
Consulting Engineers
CITY OF RENTON
LOT LINE ADJUSTMENT
LAND USE ACTION NUMBER
LAND RECORD NUMBER
VICINITY MAP
NE
SESW
NW
19
LOT LINE
STREET R/W
PARCEL BOUNDARY
RTN001 SOUND TRANSIT PARCEL ID NO.
PORTION NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E, W.M.
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT WE THE
UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED
DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF
PURSUANT TO RCW 58.17.040 AND DECLARE THIS
ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE
SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
OWNER(S).
IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
ON BEHALF OF CENTRAL PUGET DATE
SOUND REGIONAL TRANSIT
AUTHORITY (SOUND TRANSIT)
KING COUNTY APPROVAL
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS DAY OF ,
20_____.
BY:
KING COUNTY ASSESSOR
BY:
DEPUTY KING COUNTY ASSESSOR
PARCEL NUMBERS:
1923059063, 1923059035,
1923059068, 1923059074
ACKNOWLEDGEMENT
STATE OF WASHINGTON }
} SS.
COUNTY OF KING }
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
________________________________________ IS THE PERSON
THAT APPEARED BEFORE ME, AND SAID PERSON
ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON
OATH STATED THAT HE/SHE IS THE AUTHORIZED
REPRESENTATIVE OF _______________________, AND SIGNED
THIS INSTRUMENT AS HIS/HER/THEIR FREE AND VOLUNTARY
ACT FOR THE USES AND PURPOSES SET FORTH.
DATED THIS ______ DAY OF ________________, 20___.
NOTARY PUBLIC IN AND FOR
THE STATE OF WASHINGTON,
RESIDING AT
MY COMMISSION EXPIRES
CITY OF RENTON APPROVAL
CITY OF RENTON DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
EXAMINED AND APPROVED THIS DAY OF ,
20_____.
BY:
CITY OF RENTON PLANNING DIRECTOR
COUNTY AUDITOR
AT THE REQUEST OF
AT .M. IN BOOK OF SURVEYS AT PAGE ,
FILED FOR RECORD THIS DAY OF , 2024,
RECORDING NO.
JONATHAN BECKER
SURVEYOR'S NAME
AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE
CERTIFICATE NUMBER
REGISTERED PROFESSIONAL LAND SURVEYOR
41277
DATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE SURVEY
RECORDING ACT FOR SOUND TRANSIT IN ####, 2024
REFERENCES:
(M)MEASURED FIELD DATA THIS SURVEY
(C)CALCULATED DATA PER THIS SURVEY
(D)DATA PER DEED DESCRIPTION
(R1)DATA PER ALTA, KING COUNTY RECORDING NO. 20180208900004
N0
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FEATURES AND ITEMS
1 FOUND 3" BRASS DISK W/PUNCH IN CONCRETE POST IN SACE,
DN. 0.7' BELOW SURFACE, MAR., 2020, WITHIN S GRADY WAY
150' SOUTH OF WILLIAMS AVE S
2 FOUND BRASS TACK IN 4"X4" CONCRETE POST IN CASE, DN.
0.5' BELOW SURFACE, MAR., 2020, AT INTX. OF RAINIER AVE S
W/S GRADY WAY
3 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 18.2'
SOUTHWEST OF TRANSMISSION POLE #1/6
4 FOUND REBAR & CAP, LS #44632 IN LANDSCAPING 1.0' EAST
OF SIDEWALK
5 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 1.3' EAST OF
SIDEWALK AND 8.1' SOUTHWEST OF SEWER MANHOLE AT
SOUTH EDGE OF DRIVEWAY
6 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 8.1' EAST OF
SIDEWALK AND 7.9' SOUTHEAST OF SEWER MANHOLE AT
SOUTH EDGE OF DRIVEWAY
7 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 6.0' EAST OF
SIDEWALK
8 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 0.9' EAST OF
SIDEWALK AT SOUTH EDGE OF DRIVEWAY
9 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 3.2' EAST OF
SIDEWALK AT SOUTH EDGE OF DRIVEWAY
10 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 0.3' EAST OF
SIDEWALK
11 FOUND 2" BRASS DISK W/"X" IN 4"X4" CONCRETE POST IN
CASE, DN. 0.3' BELOW SURFACE, MAR., 2020, IN CENTERLINE
OF RAINIER AVE S 0.03' NORTH OF CALCULATED P.C. OF
CENTERLINE CURVE
12 FOUND 3" BRASS DISK W/PUNCH IN CONCRETE POST IN CASE,
DN. 0.5' BELOW SURFACE, MAR., 2020, AT INTX. OF SW 7TH ST
W/HARDIE AVE SW
13 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 0.2' WEST
OF CHALINLINK FENCE, ON-LINE AT 2' OFFSET
SOUTHWESTERLY OF CORNER
14 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT 1.0' W OF
CHAINLINK FENCE
15 FOUND NAIL AND WASHER, LS #44632 IN ASPHALT
16 FOUND TACK IN LEAD IN 3"X3" CONCRETE POST IN ASE, DN.
0.6' BELOW SURFACE, , MAR., 2020, HELD FOR S GRADY WAY
CENTERLINE
17 FOUND 2" BRASS DISK W/PUNCH MARKED "LS #11691" IN 4"X4"
CONCRETE POST IN CASE, DN. 0.4' BELOW SURFACE, MAR.,
2020, 1.95' SOUTHWEST OF #423, NOT HELD
BASIS OF BEARINGS
THE BEARINGS WERE HELD FROM THE ALTA SURVEY
PREPARED FOR CENTRAL PUGET SOUND REGIONAL TRANSIT
AUTHORITY (SOUND TRANSIT) BY ERIK HALVORSON, DATED
1/19/18 AND RECORDED IN KING COUNTY UNDER RECORDING
NUMBER 20180208900004.
SURVEY NOTES
1.THIS SURVEY REPRESENTS A FIELD SURVEY PERFORMED BY LIN & ASSOCIATES,
INC. (NOW FURTADO & ASSOCIATES, INC.), EXCEEDING THE BOUNDARY SURVEY
REQUIREMENTS OF WAC 332-130-090(1)(A), IN MARCH, 2020.
2.THE ALTA SURVEY PREPARED FOR CENTRAL PUGET SOUND REGIONAL TRANSIT
AUTHORITY (SOUND TRANSIT) BY ERIK HALVORSON, DATED 1/19/18 AND
RECORDED IN KING COUNTY UNDER RECORDING NUMBER 20180208900004, WAS
FIELD VERIFIED, HELD AND ACCEPTED AS THE BASIS FOR THIS LOT LINE
ADJUSTMENT.
N77°28'16
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E
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ORIGINAL LOT LINES
SURVEY DATA AND REFERENCES
EQUIPMENT USED: TRIMBLE S8 1-SECOND TOTAL STATION
METHOD: CLOSED GROUND TRAVERSE WITH ACCURACIES OR
CLOSURES EXCEEDING THE STANDARDS FOR LAND BOUNDARY
SURVEYS AS SET FORTH IN WAC CHAPTER 332-130-090.
N89°42'23"W 2661.82'(C & R1) N89°50'24"W(D)
395.97'(C) 396.01'(R1)1783.49'(C)
1783.37'(R1)
1783.40'(D)
S0
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482.40'(C & R1)
LINE DATA
LINE BEARING DISTANCE
L1 N01°24'02"E 60.86' (C & R1)
L2 N79°41'39"W 2.40' (C) 2.41 (R1)
L3 N46°28'34"W 37.75' (C & R1)
L4 N01°09'48"E 70.69' (C & R1)
L5 N77°28'06"E 6.98' (C & R1)
L6 S00°21'23"E 16.43' (C & R1)
L7 N46°28'34"W 72.11' (C) 72.08 (R1)
CURVE DATA
C1 Δ=08°54'19" R=648.67' L=100.82'
N88°35'58"W (R) N79°41'39"W (R)
C2 Δ=22°39'08" R=836.00' L=330.52'
N78°41'42"W (R) N54°02'34"W (R)
C3 Δ=01°46'31" R=663.67' L=20.56'
N50°47'17"W (R) N49°00'46"W (R)
*(R) IDENTIFIES THE RADIAL BEARING
FROM THE RADIUS POINT OF THE ARC
TO THE END POINTS ALONG THE ARC
1
2
3
4
5
6
7
9
8
11
12
10
16
17
15
14
13
LND30-0438
3
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10
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N72°
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2
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7
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L11
C4
C5
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L8
L1
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N89°42'23"W 401.76'
N0
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W
1
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4
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N36
°
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N77°28'16
"
E
6
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462.09'
298.81'
N77°28'06
"
E
7
6
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N
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L9
S GRADY
W
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LOT 1 LOT 2
LOT 3
LOT 4
(UNCHANGED)
128
.
5
1
'
29.13'
2.40'
3
7
.
7
5
'
C2
OLD LOT
LINES
NEW LOT
LINES
L13
LOT LINE
STREET R/W
PARCEL BOUNDARY
EASEMENT LINE
RTN001 SOUND TRANSIT PARCEL ID NO.
N89°42'23"W 2661.82'(C & R1) N89°50'24"W(D)
395.97'(C) 396.01'(R1)1783.49'(C)
1783.37'(R1)
1783.40'(D)
S0
0
°
0
9
'
3
6
"
W
5
1
0
.
3
5
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(
D
)
N0
0
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2
1
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2
3
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E
5
1
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S0
0
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7
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7
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W
51
0
.
3
5
'
(
C
&
R
1
)
482.40'(C & R1)
LEGEND
Checked By:
Drawn By:Date:
Scale:
Job No:
Sheet No.
LOT LINE ADJUSTMENT
STRIDE BUS RAPID TRANSIT PROJECT
SURVEY OF SOUTH RENTON TRANSIT CENTER
RTN001-RTN004
CITY OF RENTON, KING COUNTY, WASHINGTON
L.E.JEU 07/02/2024 202022-3
2 OF 31" = 80'J. BECKER
R/W RIGHT-OF-WAY
MON SURVEY MONUMENT
FOUND SURVEY MONUMENT
PROPERTY CORNER
SCALE IN FEET
040 8080 160
(1" = 80')
N
WWW.FURTADOASSOCIATES.COM
JOB NO. 202022-3
FILE: BT105 - SRTC LLA.DWG
FURTADO & ASSOCIATES
1325 FOURTH AVE., SUITE 1900
SEATTLE, WA 98101
PHONE (206) 621-1218
Consulting Engineers
CITY OF RENTON
LOT LINE ADJUSTMENT
LAND USE ACTION NUMBER
LAND RECORD NUMBER
RECORDING NO.
SPECIAL EXCEPTIONS
(ACCORDING TO CHICAGO TITLE OF WASHINGTON COMMITMENT
NUMBER 241408-SC, DATED JUNE 14, 2024)
1 REC. NO. 3180315; ELECTRIC POWER TRANSMISSION LINE
EASEMENT GRANTED TO THE UNITED STATES OF AMERICA AND
SHOWN HEREON.
2 REC. NO. 3364759; ELECTRIC POWER TRANSMISSION LINE
EASEMENT GRANTED TO DEFENSE PLANT CORPORATION AND
SHOWN HEREON.
3 REC. NO. 7408260266; A 10' WATERLINE EASEMENT GRANTED TO
THE CITY OF RENTON AND SHOWN HEREON.
4 REC. NO. 7408260268; A WATERLINE EASEMENT GRANTED TO THE
CITY OF RENTON AND SHOWN HEREON.
5 REC. NO. 8506060564; A PUBLIC UTILITIES EASEMENT GRANTED TO
THE CITY OF RENTON AND SHOWN HEREON.
6 REC. NO. 8702250475; A PUBLIC UTILITY EASEMENT GRANTED TO
THE CITY OF RENTON AND SHOWN HEREON.
7 REC. NO. 9103110843; A PUBLIC UTILITY EASEMENT GRANTED TO
THE CITY OF RENTON AND SHOWN HEREON.
8 REC. NO. 9103110844; A PUBLIC UTILITY EASEMENT GRANTED TO
THE CITY OF RENTON AND SHOWN HEREON.
9 REC. NO. 9510170929; UTILITIES EASEMENT AND MAINTENANCE
AGREEMENT APPLICABLE TO SITE AS IT EXISTED IN 1995. MAY
APPLY. NOT LOCATABLE.
10 REC. NO. 20110812001718; SLOPE AND UTILITY EASEMENT
GRANTED TO THE CITY OF RENTON AND SHOWN HEREON.
11 REC. NO. 7407300476; A PERPETUAL ELECTRICAL EASEMENT
RESERVED BY PUGET SOUND POWER & LIGHT COMPANY. APPLIES
AS A BLANKET EASEMENT OVER ALL OF ORIGINAL PARCEL D AND
MAY ALSO AFFECT ANY PRE-EXISTING FACILITIES FROM 1974
OVER ORIGINAL PARCEL C.
12 REC. NO. 201802089900004; ALTA SURVEY FOR SOUND TRANSIT ON
THE SUBJECT PARCELS. REFER TO THAT DOCUMENT FOR
PARTICULARS
PORTION NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E, W.M.
LINE DATA
LINE BEARING DISTANCE
L8 N01°24'02"E 60.86'
L9 N70°00'36"W 14.81'
L10 N17°46'25"E 40.49'
L11 N79°41'39"W 31.53'
L12 N01°09'48"E 70.69'
L13 N77°28'06"E 6.98'
CURVE DATA
C1 Δ=08°54'19" R=648.67' L=100.82'
N88°35'58"W (R) N79°41'39"W (R)
C2 Δ=22°39'08" R=836.00' L=330.52'
N78°41'42"W (R) N54°02'34"W (R)
C3 Δ=01°46'31" R=663.67' L=20.56'
N50°47'17"W (R) N49°00'46"W (R)
C4 Δ=14°11'56" R=836.00' L=207.18'
N78°41'42"W (R) N64°29'46"W (R)
C5 Δ=08°27'12" R=836.00' L=123.34'
N64°29'46"W (R) N54°02'34"W (R)
*(R) IDENTIFIES THE RADIAL BEARING
FROM THE RADIUS POINT OF THE ARC
TO THE END POINTS ALONG THE ARC
LOT DATA
LOT 1: TAX ACCT #1923059035
AREA = 149,285 SF (BEFORE)/53,273 SF (AFTER)
SITE ADDRESS: 750 RAINIER AVENUE S, RENTON,
WASHINGTON 98057
CURRENT OWNER: CPSRTA (SOUND TRANSIT)
LOT 2: TAX ACCT #1923059063
AREA = 85,991 SF (BEFORE)/208,500 SF (AFTER)
SITE ADDRESS: 750 RAINIER AVENUE S, RENTON,
WASHINGTON 98057
CURRENT OWNER: CPSRTA (SOUND TRANSIT)
LOT 3: TAX ACCT #1923059068
AREA = 82,968 SF (BEFORE)/56,471 SF (AFTER)
SITE ADDRESS: 200 S GRADY WAY, RENTON,
WASHINGTON 98057
CURRENT OWNER: CPSRTA (SOUND TRANSIT)
LOT 4: TAX ACCT #1923059074
AREA = 42,248 SF (BEFORE)/42,248 SF (AFTER)
SITE ADDRESS: 200 S GRADY WAY, RENTON,
WASHINGTON 98057
CURRENT OWNER: CPSRTA (SOUND TRANSIT)
NEW LOT LINES
N0
1
°
2
3
'
3
8
"
E
8
0
8
.
1
6
'
(
C
)
12
1LND30-0438
Checked By:
Drawn By:Date:
Scale:
Job No:
Sheet No.
LOT LINE ADJUSTMENT
STRIDE BUS RAPID TRANSIT PROJECT
SURVEY OF SOUTH RENTON TRANSIT CENTER
RTN001-RTN004
CITY OF RENTON, KING COUNTY, WASHINGTON
L.E.JEU 07/02/2024 202022-3
3 OF 3N/AJ. BECKER
WWW.FURTADOASSOCIATES.COM
JOB NO. 202022-3
FILE: BT105 - SRTC LLA.DWG
FURTADO & ASSOCIATES
1325 FOURTH AVE., SUITE 1900
SEATTLE, WA 98101
PHONE (206) 621-1218
Consulting Engineers
CITY OF RENTON
LOT LINE ADJUSTMENT
LAND USE ACTION NUMBER
LAND RECORD NUMBER
RECORDING NO.
PORTION NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E, W.M.
NEW LEGAL DESCRIPTIONS
LOT 1
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 19;
THENCE ALONG THE NORTH LINE THEREOF, NORTH 89°42'23" WEST A
DISTANCE OF 1783.49 FEET;
THENCE LEAVING SAID NORTH LINE, SOUTH 00°21'23" WEST A DISTANCE
OF 694.92 FEET;
THENCE SOUTH 36°41'03" EAST A DISTANCE OF 128.51 FEET TO THE
SOUTH LINE OF THE ABANDONED BURLINGTON NORTHERN RAILROAD
RIGHT OF WAY;
THENCE ALONG SAID SOUTH LINE, SOUTH 77°28'06" WEST A DISTANCE OF
462.09 FEET;
THENCE LEAVING SAID SOUTH LINE, NORTH 12°31'54" WEST A DISTANCE
OF 112.39 FEET;
THENCE NORTH 70°00'36" WEST A DISTANCE OF 14.81 FEET TO THE POINT
OF BEGINNING;
THENCE NORTH 17°46'25" EAST A DISTANCE OF 40.49 FEET;
THENCE NORTH 25°56'03" EAST A DISTANCE OF 129.44 FEET;
THENCE NORTH 65°34'50" WEST A DISTANCE OF 293.07 FEET TO THE
EAST MARGIN OF RAINIER AVENUE SOUTH AND THE BEGINNING OF A
NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS
OF 836.00 FEET, THROUGH WHICH POINT A RADIAL LINE BEARS NORTH
64°29'46" WEST;
THENCE SOUTHWESTERLY TO THE LEFT ALONG SAID CURVE AND EAST
MARGIN, THROUGH A CENTRAL ANGLE OF 14°11'56", AN ARC DISTANCE
OF 207.18 FEET;
THENCE CONTINUING ALONG SAID EAST MARGIN, SOUTH 79°41'39" EAST
A DISTANCE OF 2.40 FEET;
THENCE LEAVING SAID RIGHT OF WAY, SOUTH 79°41'39" EAST A
DISTANCE OF 29.13 FEET;
THENCE SOUTH 72°13'39" EAST A DISTANCE OF 243.73 FEET TO THE
POINT OF BEGINNING.
LOT 2
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 19;
THENCE ALONG THE NORTH LINE THEREOF, NORTH 89°42'23" WEST A
DISTANCE OF 1783.49 FEET;
THENCE LEAVING SAID NORTH LINE, SOUTH 00°21'23" WEST A DISTANCE
OF 510.35 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 00°21’23” EAST A DISTANCE OF 184.54 FEET;
THENCE SOUTH 36°41’03” WEST A DISTANCE OF 128.51 FEET TO THE
SOUTH LINE OF THE ABANDONED BURLINGTON NORTHERN RAILROAD
RIGHT OF WAY;
THENCE ALONG SAID SOUTH LINE, SOUTH 77°28’06” WEST A DISTANCE OF
462.09 FEET;
THENCE LEAVING SAID SOUTH LINE, NORTH 12°31’54” WEST A DISTANCE
OF 112.39 FEET;
THENCE NORTH 70°00’36” WEST A DISTANCE OF 14.81 FEET;
THENCE NORTH 17°46’25” EAST A DISTANCE OF 40.49 FEET;
THENCE NORTH 25°56’03” EAST A DISTANCE OF 129.44 FEET;
THENCE NORTH 65°34’50” WEST A DISTANCE OF 293.07 FEET TO THE
EAST MARGIN OF RAINIER AVENUE SOUTH AND THE BEGINNING OF A
NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS
OF 836.00 FEET, THROUGH WHICH POINT A RADIAL LINE BEARS NORTH
64°29'46" WEST;
THENCE NORTHEASTERLY TO THE RIGHT ALONG SAID CURVE AND EAST
MARGIN, THROUGH A CENTRAL ANGLE OF 08°27’12”, AN ARC DISTANCE
OF 123.34 FEET TO THE BEGINNING OF A NON-TANGENT COMPOUND
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 663.67 FEET,
THROUGH WHICH POINT A RADIAL LINE BEARS NORTH 50°47'17" WEST;
THENCE NORTHEASTERLY TO THE RIGHT ALONG SAID CURVE, THROUGH
A CENTRAL ANGLE OF 01°46’31”, AN ARC DISTANCE OF 20.56 FEET TO THE
NORTH LINE OF LOT 2 IN CITY OF RENTON LOT LINE ADJUSTMENT
NUMBER LUA-02-025-LLA, RECORDED UNDER RECORDING NUMBER
20020515900009;
THENCE LEAVING SAID EAST MARGIN ALONG SAID NORTH LINE, SOUTH
66°39’51” EAST A DISTANCE OF 312.32 FEET;
THENCE SOUTH 89°42’23” EAST A DISTANCE OF 401.76 FEET TO THE
POINT OF BEGINNING.
LOT 3
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 19;
THENCE ALONG THE NORTH LINE THEREOF, NORTH 89°42'23" WEST A
DISTANCE OF 1783.49 FEET;
THENCE LEAVING SAID NORTH LINE, SOUTH 00°21'23" WEST A DISTANCE
OF 694.92 FEET;
THENCE SOUTH 36°41'03" EAST A DISTANCE OF 128.51 FEET TO THE
SOUTH LINE OF THE ABANDONED BURLINGTON NORTHERN RAILROAD
RIGHT OF WAY;
THENCE ALONG SAID SOUTH LINE, SOUTH 77°28'06" WEST A DISTANCE OF
462.09 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID SOUTH LINE, SOUTH 77°28’06” WEST A
DISTANCE OF 298.81 FEET TO THE EAST MARGIN OF RAINIER AVENUE
SOUTH;
THENCE ALONG SAID EAST MARGIN, NORTH 46°28’34” WEST A DISTANCE
OF 37.75 FEET;
THENCE CONTINUING ALONG SAID EAST MARGIN, NORTH 01°09’48” EAST
A DISTANCE OF 70.69 FEET;
THENCE CONTINUING ALONG SAID EAST MARGIN, NORTH 77°28’06” EAST
A DISTANCE OF 6.98 FEET;
THENCE CONTINUING ALONG SAID EAST MARGIN, NORTH 01°24’02” EAST
A DISTANCE OF 60.86 FEET TO THE BEGINNING OF A CURVE, CONCAVE
EASTERLY, HAVING A RADIUS OF 648.67 FEET;
THENCE NORTHEASTERLY TO THE RIGHT ALONG SAID CURVE, THROUGH
A CENTRAL ANGLE OF 08°54’19”, AN ARC DISTANCE OF 100.82 FEET;
THENCE LEAVING SAID EAST MARGIN, SOUTH 79°41’39” EAST A DISTANCE
OF 29.13 FEET;
THENCE SOUTH 72°13’36” EAST A DISTANCE OF 243.73 FEET;
THENCE SOUTH 70°00’36” EAST A DISTANCE OF 14.81FEET;
THENCE SOUTH 12°31’54” EAST A DISTANCE OF 112.39 FEET TO THE
POINT OF BEGINNING.
LOT 4 (UNCHANGED)
ALL THAT PORTION OF THE ABANDONED PUGET SOUND POWER & LIGHT
COMPANY RIGHT OF WAY IN THE NORTHEAST QUARTER OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON, LYING NORTH OF THE NORTHERLY MARGIN OF
SOUTH GRADY WAY IN THE CITY OF RENTON AND WESTERLY OF THE
FOLLOWING DESCRIBED LINE:
BEGINNING AT THE INTERSECTION OF THE ORIGINAL CENTERLINE OF
THE BONNEVILLE POWER TRANSMISSION LINE RIGHT OF WAY WITH THE
NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 19, SAID
POINT BEING 1,783.40 FEET WEST OF THE NORTHEAST CORNER OF SAID
SECTION 19;
THENCE SOUTH 00°29'24" EAST, ALONG SAID CENTERLINE, TO THE
NORTHERLY LINE OF SAID SOUTH GRADY WAY;
EXCEPT THAT PORTION LYING WESTERLY OF THE EASTERLY LINE OF
RAINIER AVENUE SOUTH (STATE ROAD NO. 167); AND
EXCEPT THAT PORTION THEREOF CONDEMNED BY THE STATE OF
WASHINGTON IN KING COUNTY SUPERIOR COURT CAUSE NUMBER
861445; AND
EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY
WARRANTY DEED RECORDED UNDER RECORDING NO. 20110812001717.
ORIGINAL LEGAL DESCRIPTIONS
(ACCORDING TO CHICAGO TITLE OF WASHINGTON COMMITMENT
NUMBER 241408-SC, DATED JUNE 14, 2024)
LOT 1 (PARCEL NO. 1923059035):
LOT 2 IN CITY OF RENTON LOT LINE ADJUSTMENT NUMBER
LUA-02-025-LLA, RECORDED UNDER RECORDING NUMBER
20020515900009;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY
WARRANTY DEED RECORDED UNDER RECORDING NO. 20110812001717.
LOT 2 (PARCEL NO. 1923059063):
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 19;
THENCE NORTH 89°50'24" WEST, ALONG THE NORTH LINE OF SAID
NORTHEAST QUARTER OF SAID SECTION 19, A DISTANCE OF 2,179.38
FEET;
THENCE SOUTH 00°09'36" WEST, AT RIGHT ANGLES TO SAID NORTH LINE,
510.35 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00°09'36" WEST 260.00 FEET TO THE
NORTHERLY MARGIN OF THE NORTHERN PACIFIC RAILROAD RIGHT OF
WAY;
THENCE NORTH 77°20'05" EAST, ALONG SAID MARGIN, 414.00 FEET TO
THE ORIGINAL CENTERLINE OF THE BONNEVILLE POWER TRANSMISSION
LINE RIGHT OF WAY;
THENCE NORTH 00°29'24" WEST, ALONG SAID CENTERLINE, 168.13 FEET
TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH
89°50'24" WEST;
THENCE NORTH 89°50'24" WEST TO THE TRUE POINT OF BEGINNING;
EXCEPT THE WEST 0.98 FEET THEREOF.
LOT 3 (PARCEL NO. 1923059068):
ALL THAT PORTION OF THE ABANDONED BURLINGTON NORTHERN
RAILROAD RIGHT OF WAY "FORMERLY NORTHERN PACIFIC", LYING
WESTERLY OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE INTERSECTION OF THE ORIGINAL CENTERLINE OF
THE BONNEVILLE POWER TRANSMISSION LINE RIGHT OF WAY WITH THE
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP
23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,
WASHINGTON, SAID POINT BEING 1,783.40 FEET WEST OF THE
NORTHEAST CORNER OF SAID SECTION 19;
THENCE SOUTH 00°29'24" EAST, ALONG SAID ORIGINAL CENTERLINE, TO
THE SOUTHERLY LINE OF SAID BURLINGTON NORTHERN RAILROAD
RIGHT OF WAY;
EXCEPT THAT PORTION LYING WESTERLY OF THE EASTERLY LINE OF
RAINIER AVENUE SOUTH (STATE ROAD NO. 167) IN THE CITY OF RENTON;
AND
EXCEPT THAT PORTION THEREOF CONDEMNED BY THE STATE OF
WASHINGTON IN KING COUNTY SUPERIOR COURT CAUSE NUMBER
861445; AND
EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY
WARRANTY DEED RECORDED UNDER RECORDING NO. 20110812001717.
LOT 4 (PARCEL NO. 1923059074):
ALL THAT PORTION OF THE ABANDONED PUGET SOUND POWER & LIGHT
COMPANY RIGHT OF WAY IN THE NORTHEAST QUARTER OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON, LYING NORTH OF THE NORTHERLY MARGIN OF
SOUTH GRADY WAY IN THE CITY OF RENTON AND WESTERLY OF THE
FOLLOWING DESCRIBED LINE:
BEGINNING AT THE INTERSECTION OF THE ORIGINAL CENTERLINE OF
THE BONNEVILLE POWER TRANSMISSION LINE RIGHT OF WAY WITH THE
NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 19, SAID
POINT BEING 1,783.40 FEET WEST OF THE NORTHEAST CORNER OF SAID
SECTION 19;
THENCE SOUTH 00°29'24" EAST, ALONG SAID CENTERLINE, TO THE
NORTHERLY LINE OF SAID SOUTH GRADY WAY;
EXCEPT THAT PORTION LYING WESTERLY OF THE EASTERLY LINE OF
RAINIER AVENUE SOUTH (STATE ROAD NO. 167); AND
EXCEPT THAT PORTION THEREOF CONDEMNED BY THE STATE OF
WASHINGTON IN KING COUNTY SUPERIOR COURT CAUSE NUMBER
861445; AND
EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY
WARRANTY DEED RECORDED UNDER RECORDING NO. 20110812001717.
LND30-0438