HomeMy WebLinkAboutRC 9406302136 `� �. . �� � , . � ���:����,� .
AFTER RECORDING, RETURN T0:
Daniel Kellogg
P. O. Box 626
Renton, WA 98057
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RESTRICTIVE COVENANT ��
NOTICE IS HEREBY GIVEN that the property legally described
in Attachment "A" hereto (the "Property") is subject to use
restrictions and other obligations. These use restrictions and
other ob"ligations are described in the Project Contract entered
into between the King County Department of Metropolitan Services
("KCDMS") , and The City of Renton, a Wash' ton u ci a�
cor oration "Public A enc " entitled ��lona�. ��'io�e�ine Improvement
p r ( g Y ) r Ft�nc� � R1 aCk Rlvg�' F-��'�St,
Project Number A71906 , signed by the Public Agency on
,,� May 12 , 1994 , and by KCDMS on April 21 , 19�_, and the
� application and supporting materials which are on file with the
,� Public Agency and KCDMS in connection with the Project Contract.
� Pursuant to the Project Contract, the owner of the Property
C'''y shall not make or permit to be made any use of the Property, or
C,� any part of it, which is inconsistent with the shoreline public
� use and recreation purposes and habitat conservation as described
� in the Project Contract, unless KCDMS, or its successor, consent
to the inconsistent use, which consent shall be granted only upon
� conditions which will ensure that other lands and facilities of
at least equal fair market value at the time of change of use and
' of as nearly as feasible equivalent usefulness and location for
� the shoreline public use and recreation purposes for which KCDMS
`� assistance from the Shoreline Improvement Fund was originally
� granted will be substituted in the manner provided for in the
� Project Contract.
� The restrictions and obligations described ak�cve shall run
t � with the land and shall be binding on any and all persons who
`�J acquire an interest in the Property.
� DATED: June �, 1994 .
u
� The ���y of Renton
� r C , r� ` '
� by
� Mayor
�
At est:
. ' �
City Cle � � ,
_ - `. . '4
App d as to form: : �
FILED FC� $�COR� � �2EQIJ T OF
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TRANSA1�I�t TITLE INSU CE C0.
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D5. 19: 12 :6/21/94:dk BEL�iF'i, ' b09
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STATE OF WASHINGTON )
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COUNTY OF KING )
I certify that I know or have satisfactory evidence that
Earl Clymer and Marilyn Peterson are the persons who appeared
before me, and who signed this instrument, on oath stated that
they were authorized to execute the instrument and acknowledged
it as the Mayor and City Clerk of The City of Renton to be the
free and voluntary act of such party for. the uses and purposes
mentioned in the instrument.
Dated: June �y�� , 1994.
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. . ' +' . , , . . ' , �
, "Attachment A"
DESCRIPTION:
PARCEL 1 (LOT 3 IN TRACT Cj : '�
' THAT PORTION OF THE SODTHEAST 1/4 OP SECTION 13. TOWNSHIP 23 NORTH, RANGE 4 ��
EAST i�1.M. . DESCRIBED AS FOLLOWS: I
BEGINNING AT THE INTERSECTION OF THE EAST LINE OF SAID SOUTHEAST 1/4 idITH THE
NORTH LINE OF T�iE SOUTH 650.00 FEET THEREOF, SAID NORTH LINE BEING ALSO THE
NORTH LINE OF WASHINGTON TECHNICAL CENTER, AS PER PLAT RECORDED IN VOLU1►IE 122
OF PLATS, PAGES 98 THROUGH 102. RECORDS OF KING COUNTY;
TFIENCE NORTH 88°15'00" WEST. ALONG SAID NORTH LINE. 1099.78 FEET;
THENCE NORTH O1°45'00" EAST 400.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 88°15'00" i�IEST 350.00 FEET;
THENCE NORTH 71°42'48" i�'�ST 218.86 FEET;
THENCE NORTH 12'19'12" i�IEST 109.81 FEET;
THENCE SOIITH 71'22'34" WEST 174.45 FEET TO A POINT ON A CURVE HAVING A RADIUS
' OF 650.00 FEET. THE RADIUS POINT OF WHICH BEARS SOUTH 67°05'S8" WEST;
THENCE NURTHWESTERLY, ALONG SAID CIIRVE. 174.47 FEET;
THENCE NORTH 39°14'15" EAST 453.11 FEET TO A POINT ON THE SOUT$ERLY LINE OF
THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-wAY. SAID POINT BEING ON A CURVE I�
� HAVING A RADIUS OF 1165.09 FEET THE RADIUS POINT OF i�THICH BEARS SOUTH �
� 39°14'15" WEST;
� THENCE SOUTHEASTERLY, ALONG SAID CIIRVE AND SOUTHERLY LINE. 267.97 FEET;
0 THENCE SOUTH 37°35'03" EAST, ALONG SAID SOUTHERLY LINE, 308.70 FEET;
� THENCE ALONG SAID SOUTIiERLY LINE, ON A CURVE TO T� LEFZ HAVING A RADIUS OF
(� 1005.37 FEET, A DISTANCE OF 248.54 FEET TO A POINT WHICH BEARS NORTH O1°45'00"
(� EAST FROM THE TRtJE POINT OF BEGINNING; I
d' THENCE SOL'TA O1°45'00" WEST 18.89 FEET TO THE TRUE POINT OF BEGINNING; '
'�'�
EXCEPT THAT PORTION LYING WITHIN THAT PORTION OF THE CAARLES BROWNELL
DONATION LAND CLAIM N0. 41, AND OF THE SOUTHWEST 1/4 AND THE SOUTHEAS� 1/4 OF
SECTION 13. TOWNSHIP 23 NORTH, RANGE 4 EAST W.1K. , DESCRIBED AS FOLLOW :
BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 13;
THENCE NORTH 00°58'28" EAST, ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION
13. A DISTANCE OF 884.84 FEET TO THE SOUTHEAST CORNER OF TRACT 26 IN RENITON
SHORELANDS SECOND SUPPLEP�NTAL; �
THENCE SOUTH 72°37'52" W6ST. ALONG THE SOIITH BOUNDARY OF SAID TRACT 26. A
DISTANCE OF 382.60 FEET;
THENCE NORTH 70'54'02" WEST, ALONG SAID SOUTH BOUNDARY OF TRACT 26, A DISTANCE
OF 73.51 FEET TO THE EAST LINE OF SAID CHARLES BROWNELL DOPIATION LAND CLAIM
N0. 41;
THENCE NORTH O1°24'04" EAST, ALONG SAID EAST LINE OF THE CHARLES BROWNELL
DONATION LAND CLAIM N0. 41. A DISTANCE OF 950.58 FEET TO A LINE 35 FEET
SOUTHERLY OF AND PARALLEL WITH THE CENTERLINE OF THE EXISTING MOST SOUTHERLY
TRACR OF THE CHICAGO, MILWAUREE, ST. PAUL AND PACIPIC RAILROAD TRACKS AS
DEPICTED ON TBAT CERTAIN RECORD OF SURVEY FOR LOT LINE ADJUSTI�NT RECORDED
iJPIDER RING COUNTY RECORDING N0. 8312229001 AND THE TRUE POIAIT OF BEGINNING:
THENCS idESTERLY. ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE CENTER
- OF ieTHICH BEARS SOIITH 15°22'32" EAST HAVING A RADIUS OP 2,790.19 FEET, AN ARC
DISTANCE OF 789.44 FEET THROIIGH A CENTRAL ANGLE OF 16°12'39" TO A POINT OF
COl►�OUND CIIRVE;
THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT TI� CENTER
OP f�THICH BEARS SOUTH 31°35'll" EAST HAVING A RADIUS OF 2,580.74 FEET, AN ARC
PAGE 2 0863156
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DISTANCE OF 437.40 FEET THROUGH A CENTRAL ANGLE OF 09°42'39" TO A POINT OF
REVERSE CURVE;
THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CIIRVE TO THE RIGflT THE
CENTER OP WHICH BEARS NORTH 41°17'50" WEST HAVING A RADIUS OF 428.64 FEET. AN
ARC DISTANCE OF 73.32 FEET THROOGH A CENTRAL ANGLE OF 09°48'04" TO A POINT OF
REVERSE CIIRVE;
THENCE. CONTINUING ALONG SAID PARALLEL LINE. ON A CIIRVE TO THE LEFT THE CENTER
OF WHICH BEARS SOUTH 31°29'46" EAST HAVING A RADIUS OF 676.58 FEET. AN ARC
DISTANCE OF 93.64 FEET THROUGH A CENTRAL ANGLE OF 07°55'47" TO A PONINT OF i
TANGENCY� I
THE.�ICE. CONTINUING ALONG SAID PARALLEL LINE, SOOTH 50°34'27" i�TEST A DISTANCE I
OF 248.50 FEET TO A POINT OF CURVE;
THENCE. CONTINUING ALONG SAID PARALLEL LINE. ON A CIIRVE TO THE LEFT, THE
CENTER OF WHICH BEARS SOUTH 39°25'33" EAST HAVING A RADIUS OF 696.89 FEET, AN
ARC DISTANCE OF 40.09 FEET TffitOUGH A CENTRAL ANGLE OF 03°1?'45" TO THE SOUTH
LINE OF THE BIIRLINGTON NORTHERAI RAILROAD RIGHT-OF-WAY;
THENCE NORTH 43°49'09" EAST. ALONG SAID SOUTH LINE, A DISTANCE OF 173.83 FEET
TO A POINT OF CURVE;
THENCE, CONTINUING ALONG SAID SOUTH LINE. ON A CURVE TO THE RIGHT THE CENTER
Cj? OF WFiICH BEARS SOUT$ 46°10'51" EAST HAVING A RADIIIS OF 4,030.00 FEET. AN ARC
C7 DISTANCE OF 197.57 FEET THROUGH A CENTRAL ANGLE OF 02`48'32" TO A POINT OP
� COMPOUND CURVE;
OTHENCE. CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO TAE RIG�iT THE CENTER
� OF WHICH BEARS SOL'TH 43°22'19" EAST HAVING A RADIUS OF 1,853.00 FEET, AN ARC
� DISTAPICE OF 194.75 PEET T�tOUGH A CENTRAL ANGLE OF 06'O1'18" TO A POINT OP
� COMPOtT'.1TD CURVE; _
� THENCE, CONTINtJING ALONG SAID SOUTH LINE. ON A CURVE TO THE RIGHT THE CENTER
� QF WHICH BEARS SOLrTH 37°21'O1" EAST HAVING A RADIUS OF 10,543.00 FEET, AN ARC
DISTANCE OP 186.51 FEET TffitOUGH A C&'�1TRAL ANGLE OF O1°00'49" TO A POINT OF
COMPOU:�iD CURVE;
TfiENCE, CONTINtIING ALONG SAID SOL'TH LINE. ON A CURVE TO THE RIGHT THE CENTER
OF WAICH BEARS SOUTH 36°20'12" EAST HAVING A RADIUS OF 1,657.00 FEET ARC
DISTANCE OF 193.93 FEET TffitOUGH A CEPITRAL ANGLE OF 06°42'20" TO A POI� OF
COMPOUKD CURVE;
THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CIIRVE TO THE RIGHT T� CENTER
OP WHICH BEARS SOUTH 29°37'52" EAST HAVING A RADIUS OF 6.738.00 FEET, AN ARC
DISTANCE OF 197.76 PEET TffitOIIGH A CENTRAL ANGLE OF O1°40'S4" TO A POINT OF
COMPOUND CtJRVE;
THENCE, CONTINUING ALONG SAID SOUTH LINE. ON A CURVE TO THE RIGHT T� CENTER
OF WHICH BEARS SOUTH 27°56'58" EAST SAVING A RADIUS OF 1.768.00 FEET, AN ARC
DISTANCE OF 194.45 FEET THROQGH A CENTRAL ANGLE OF 06°18'06" TO A POINT OF
COl►�POIIND CURVE. ;
THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 21'38'52" EAST HAVING A RADIIIS OF 8,603.00 FEET, AN ARC
DISTANCE OF 204.54 FEET T�tOUGH A CENTRAL ANGLE OP O1°21'44" TO A POINT OF
COA�OUND CURVE;
THENCE, CONTINL'ING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGIiT THE CENTER
OF WHICH BEARS SOUTH 20°17'08" EAST BAVING A RADIIIS OF 1.922.10 FEET, AN ARC _
DISTANCE OF 178.79 PEET THROUGH A CENTRAL ANGLE OF 05'19'46" TO A POINT OP
COIKPOUND CURVE ON THE EAST LINE OF SAID CHARLES BROWNELL DONATION LAND CLAIIK
" N0. 4I;
THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO T� RIGHT THE CENTER
OF WHICH BEARS SOUTH 14°57'22" EAST HAVING A RADIUS OF 2,814.93 FEET, AN ARC
DISTANCE OF 659.42 FEET Tffi20UGH A CENTRAL ANGLE OF 13°25'19" TO A POINT OF
COP�OUND CURVE;
PAGE 3 0863156
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THENCE, CONTINUING ALONG SAID SOUTH LINE� ON A CURVE TO TAE RIGHT THE CENTER ',
OF WHICH BEARS SOUTH O1°32'03" EAST HAVING A RADIUS OF 1,165.09 FEET. AN ARC
� DISTANCE OF 1,097.05 FEET TIiROUGH A CENTRAL ANGLE OF 53°57'00" TO A POINT OF
TANGENCY;
THENCE. CONTINtJING ALONG SAID SOUTH LINE, SOUTH 37"35'03" EAST A DISTANCE OF
308.70 FEET TO A POINT OF CURVE;
THENCE. CONTINIIING ALONG SAID SOIITH LINE. ON A CiJRVE TO THE LEFT THE CENTER OF
WHICH BEARS NORTH 52°24'S7" EAST HAVING A RADIUS OF 1,005.37 FEET, AN ARC
DISTANCE OF 45.82 FEET TffitOUGH A CENTRAL ANGLE OF 02'36'41" TO A LINE 35 FEET
SOUTHERLY OF AND PARALLEL WITH THE CENTERLINE OF THE EXISTING 1KOST SOUTHERLY
TRACR OF THE CHICAGO. 1KILWAUREE. ST. PAiJL AND PACIFIC RAILROAD TRACTS;
THE.�ICE GTESTERLY, ALONG SAID PARALLEL LINE. NORTH 40'21'44" WEST A DISTANCE OF
126.24 FEET TO A POINT OF CIIRVE;
� THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE CENTER �I
OP WHICH BEARS SOUTH 49°48'16" WEST HAVING A RADIUS OF 1.829.'.8 FEET. AN ARC I
DISTANCE OF 309.67 FEET TffitOIIGH A CENTRAL ANGLE OF 09"41'48"; �
THENCE NORTH 49°53'32" UTEST, ALONG SAID PARALLEL LINE. A DISTANCE OF 167.07
FEET TO A POINT OF CURVE;
THENCE. CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE CENTER
OF WIiICH BEARS SOUTH 40°06'28" i�TEST HAVING A RADIIIS OF 1.102.46 FEET, AN ARC
DISTANCE OF 807.11 FEET TffitOUGH A CENTRAL ANGLE OF 41°56'46" TO A POINT OF
CA COMPOUND CURVE;
� THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE
� CENTER OF WHICH BEARS SOUTH O1°50'18" EAST HAVING A RADIUS OF 2,790.19 FEET,
O AN ARC DISTANCE OF 659.24 FEET TID20IIGH A CENTRAL ANGLE OF 13°32'14" TO THE
� TRLtE POI:ITT OF BEGINDIING OP THIS EXCEPTION; -
0 SITUATE IN THE CITY OF REAITON. COUNTY OF RING, STATE OF WASHINGTOR.
�
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PARCEL 2 (LOT 4 IN TRACT C) :
THAT PORTION OP THE SOiJTHEA.ST 1/4 OF SECTION 13� TOfiTNSHIP 23 NORTH, RANGE 4
EAST W.M. AND OF TRACT 25 IN REPiTON SHORELANDS SECOND SUPPLEMENTAL, DESCRIBED
AS FOLLOi�1S: .
BEGINNING AT THE INTERSECTION OF T� EAST LINE OF SAID SOUTHEAST 1/4 WITH THE
NORTH LI:�1E OF THE SOUTH 650.00 FEET THEREOF. SAID NORTH LINE BEING ALSO THE
NORTH LINE OF WASHIN�TON TEC�tICAL CENTER AS RECORDED IN VOLU1� 122 OF PLATS,
PAGES 98 THROUGH 102, RECORDS OP RING COUNTY;
THENCE NORTH 88°15'00" WEST, ALONG SAID NORTH LINE, 1,626.50 FEET TO THE TRUE
POINT OF BEGINNING; I
THE*ICE NORTH O1'45'00" EAST 225.00 FEET; �
THENCE ON A CIIRVE TO THE LEFT f�IITH A RADIIIS OF 853.34 FEET A DISTANCE OF '
209.55 FEET;
THENCE NORTH 12'19'12" WEST 140.57 FEET;
THENCE SOUTH 71°22'34" WEST 413.75 FEET;
THEI�iCE SOIITH 32'14'05" WEST 358.99 FEET;
THENCE SOL'TH 47°09'S0" EAST 71.33 FEET;
� THENCE EAST 114.27 FEET;
� THENCE SOUTH 68.91 FEET TO SAID NORTH LINE OF THE SOUTH 650.00 FEET OF SECTION
�,.� 13;
(�j THENCE SOUTS 88°15'00" EAST, ALONG SAID NORTH LINE. 454.26 FEET TO THE TRUE
Q POINT OF BEGIIdIdING; —
C'�
� SITUATE IN THE CITY OF REAfTON, COUNTY OF RING, STATE OF WASHINGTON.
�
'�
�
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PAGE 5 � 0863156
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PARCEL 3 (LOT 6B IN TRACT C) :
THAT PORTION OF THE SOUTHEAST 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4
EAST W.M. . DESCRIBED AS FOLLOWS:
BEGIN:VING AT THE SOUTH 1/4 CORNER OF SAID SECTION 13;
TAENCE NORTH 00°58'28" EAST, ALONG THE NORTH—SOUTH CENTERLINE OF SAID SECTION
13, A DISTANCE OP 884.84 FEET TO THE SOUTHEAST CORNER OF TRACT 26 IN RENTON
SHORELAIVDS SECOND SUPPLEMENTAL, ACCORDING TO THE UNRECORDED PLAT THEREOF;
THENCE SOUTH 72°37'S2" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACT 26, A
DISTANCE OF 382.60 FEET;
THENCE NORTH 70°54'02" idEST. ALONG THE SOUTH BOUNDARY OP SAID TRACT 26, A
DISTA.'�CE OF 73.52 PEET TO THE EAST LINE OF THE CHARLES BROWNELL DONATION LAND
CLAIM N0. 41;
THENCE NORTH O1°24'04" EAST. ALONG SAID EAST LINE. 498.15 FEET;
THENCE SOUTH 81°11'35" EAST 119.19 FEET TO A POINT ON CIIRVE HAVING A RADIUS OF
650.00 PEET. THE RADIUS POINT OF WHICH BEARS SOiTTH 52°42'12" EAST;
THE:VCE NDRTHEASTERLY, ALONG SAID CIIRVE. 1184.66 FEET;
� THENCE NORTH 39°14'15" EAST 188.85 FEET TO THE TRUE POINT OP BEGINNING WHICH
C7 LIES rORTS 48'S5'll" EAST A DISTA.�ICE OF 835.39 FEET FROM THE RADIUS POINT OF
�"� THE LAST DESCRIBED CURVE;
OTHE:�*CE C0:1TTIh'UING NQRTH 39°14`15" EAST A DISTANCE OF 264.26 FEET TO A POINT ON
� THE SOUTHERLY LINE OF THE BURLINGTON NORTHER'� RAILROAD RIGHT—OF—WAY. SAID
� PQI:�'T BEI:�G 0:� A CIIRVE HAVING A RADZUS OF 1.165.09 FEET �'HE RADIIIS POINT OF
� WHICE BEARS SOUTH 39°14'15" i�TEST;
� THE�iCE i�STERLY, ALONG SAID CURVE AND SOUTHERLY LINE, 829.08 FEET TO A
�j CO.�OU�ID CURVE;
THENCE WESTERLY, ALONG SAID SOUTHERLY LINE ON A CURVE HAVING A RADIUS OF
2,814.93 FEET, A DISTANCE OF 79.20 FEET;
TAENCE SOUTH O1'24'04" WEST 179.12 FEET TO A POINT ON A NON—TANGENT 8 �5.39
FOOT CIJRVE TO THE RIGHT. THE RADIUS POINT OF WHICH BEARS SOUTH 03°45'�4" EAST;
THENCE ALONG SAID CIJRVE. THROUGH A CENTRAL ANGLE OF 52°40'S5", AN ARC LENGTH
OF 768.12 FEET TO THE TRIIE POINT OF BEGINNIIN6;
EXCEPT THAT PORTION LYING WITHIN THAT PORTION OF THE CHARLES BROWNELL DONATION
LAND CLAIM N0. 41, AND OF THE SOUTEWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION
13. TOWNSHIP 23 NORTH. RANGE 4 EAST W.M. , DESCRIBED AS FOLLOGiS:
BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 13;
THENCE NORTH 00°58'28" EAST. ALONG THE NORTH—SOUTH CEPITERLINE OP SAID SECTION i
13, A DISTANCE OF 884.84 FEET TO THE SOUTHEAST CORNER OP TRACT 26 IN RENTON
SHORELANDS SECOND SUPPLEMENTAL;
THENCE SOUTH 72°37'52" WEST, ALONG THE SOUTH BOiJNDARY OF SAID TRACT 26, A
DISTA.'VCE OF 382.60 FEET;
THENCE NORTH 70°54'02" WEST. ALONG SAID SOUTH BOUNDARY OF TRACT 26, A DISTANCE '
OF 73.51 FEET TO THE EAST LINE OF SAID CAARLES BROWNELL DONATION LAND CLAIM
N0. 41; '
PAGE 6 0863156 �
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THENCE NORTH O1°24'04" EAST. ALONG SAID EAST LINE OP THE CHARLES BROWNELL
DONATIQN LAND CLAIM N0. 41, A DISTANCE OF 950.58 FEET TO A LINE 35 FEET
SOUTHERLY OF AND PARALLEL WITH TAE CENTERLINE OF THE EXISTING MOST SOUTHERLY
TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACKS AS
DEPICTED ON TFi�1T CERTAIN RECORD OF SURVEY FOR LOT LINE ADJUSTI►�NT RECORDED
UNDER KING COUNTY RECORDING N0. 8312229001 AND TIiE TRUE POINT OF BEGINNING;
TIiENCE WESTERLY, ALONG SAID PARALLEL LINE. ON A CURVE TO THE LEFT THE CENTER
OF WHICH BEARS SOUTH 15°22'32" EAST HAVING A RADIUS OF 2,790.19 FEET. AN ARC
DISTANCE OF 789.44 FEET THROUGH A CENTRAL ANGLE OF 16°12'39" TO A POINT OF
COMPOUND CURVE;
THE.'�10E. CONTINUING ALONG SAID PARALLEL LINE. ON A CURVE TO THE LEFT THE '
CENTER OF FTHICH BEARS SOUTH 31°35'll" EAST HAVING A RADIUS OF 2,580.74 FEET.
AN ARC DISTANCE OF 437.40 FEET TffitOQGH A CENTRAL ANGLE OF 09'42'39" TO A POINT
OF REVERSE CIIItVE;
THENCE. CONTINQING ALONG SAID PARALLEL LINE. ON A CURVE TO T� RIGHT THE
CENTER OF WHICH BEARS NORTH 41°17'S0" yiIEST HAVING A RADIUS OF 428.64 FEET, AN
� ARC DISTANCE OF 73.32 FEET TffitOIIGH A CENTRAL ANGLE OF 09°48'04" TO A POINT OF
(� REVERSE CiIRVE;
� THENCE. CONTI:dUUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE
� CENTER OF WHICH BEARS SOUTH 31°29'46" EAST HAVING A RADIUS OP 676.58 FEET, AN
G ARC DISTANCE OF 93.64 FEET TffitOIIGH A CENTRAL ANGLE OP 07°55'47" TO A POINT OF
� TANGENCY;
O THENCE, CONTINQING ALONG SAID PARALLEL LINE, SOUTH 50'34'27" WEST A DISTANCE
� OF 248.50 FEET TO A POINT OF CIIRVE; _
� THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE
CENTER OF WHICH BEARS SOVfH 39°25'33" EAST HAVING A RADIUS OF 696.89 FEET, AN
ARC DISTA.*ICE OF 40.09 FEET THROUGH A CENTRAL ANGLE OF 03°17'45" TO THE SOUTH
LINE OF THE BURLINGTON NORTHERH RAILROAD RIGHT—OF—WAY;
THE:�CE NORTH 43'49'09" EAST. ALONG SAID SOUTH LINE, A DISTAIVCE OP 173.83 FEET
TO A POINIT OF CURVE;
THEIICE. CONTINUING ALONG SAID SOUTH LINE. ON A CURVE TO THE RIGHT THE�CENTER
OF WHICH BEARS SOUTH 46°10'S1" EAST HAVING A RADIIIS OF 4,030.00 FEET, AN ARC
DISTANCE OF 197.57 FEET T�tOIIGH A CENTRAL ANGLE OF 02°48'32" TO A POINT OP
COIKPOIIND CIIRVE;
THENCE. CONTINUING ALONG SAID SOUTH LINE� ON A CURVE TO THE RIGHT THE CENTER
OF WSICH BEARS SOUTH 43°22'19" EAST HAVING A RADIIIS OF 1.853.00 PEET. AN ARC
DISTANCE OF 194.75 FEET TffitOIIGH A CENTRAL ANGLE OF 06'O1'18" TO A POINT OF
COA�OUND CIIf2VE;
THENCE, COPITINUING ALONG SAID SOUTH LINE. ON A CURVE TO T� RIGHT THE CENTER
OP WHICH BEARS SOUTH 37°21'O1" EAST HAVING A RADIIIS OF 10.543.00 FEET. AN ARC
DISTANCE OF 186.51 FEET THROUGH A CENTRAL ANGLE OP O1'00'49" TO A POINT OF
COIKPOUND CiIRVE;
THENCE. C0.'KTINi7ING ALONG SAID SOUTH LIPIE. ON A CIIRVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 36°20'12" EAST HAVING A RADIIIS OF 1,657.00 FEET AN ARC
DISTA.HCE OP 193.93 FEET Tffi20IIGH A CENTRAL ANGLE OF 06°42'20" TO A POINT OF
COIKPOIIND CURVE;
THENCE. CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO T� RIGHT THE CENTER
OF hTHICH BEARS SOUTH 29°37'52" EAST HAVING A RADIIIS OF 6,738.00 FEET, AN ARC
- DISTANCE OF 197.76 FEET TH1tOQGH A CENTRAL ANGLE OF O1°40'54" TO A POINT OF
COl►�OQND CURVE;
PAGE 7 0863156
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THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 27°56'58" EAST HAVING A RADIUS OF 1.768.00 FEET, AN ARC
DISTANCE OF 194.45 FEET THROUGH A CENTRAL ANGLE OF 06'18'06" TO A POINT OF
COMPOUND CURVE;
THENCE. CONITINIIING ALONG SAID SOUTH LINE, ON A CiJRVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 21°38'S2" EAST HAVING A RADIOS OF 8.603.OQ FEET, AN ARC
DISTANCE OF 204.54 FEET THROUGH A CENTRAL ANGLE OF 01°21'44" TO A POINT OP
COMPOUND CURVE:
THENCE. CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 20'17'08" EAST HAVING A RADIUS OF 1.922.10 FEET. AN ARC
DISTANCE OP 178.79 FEfiT THROUGH A CENTRAL ANGLE OF 05'19'46" TO A POINT OF
COt►�OU;�D CURVE ON THE EAST LINE OF SAID CAARLES BROWNELL DONATION LAND CLAIM
N0. 41;
THENCE. CONTINUING ALONG SAID SOUTH LINE� ON A CURVE TO THE RIGHT THE CENTER
OP WHICH BEARS SOUTH 14°57'22" EAST HAVING A RADIUS OF 2,814.93 FEET, AN ARC
� DISTANCE OF 659.42 FEET THROUGH A CENTRAL ANGLE OF 13°25'19" TO A POINT OF
� COMPOUND CURVE;
� THENCE. CONTIN�ING ALQNG SAID SOUTH LINE, ON A CIIRVE TO THE RIGHT THE CENTER
� OF WHICH BEARS SOUTH Q1°32'03" EAST HAVING A RADIUS OF 1.165.09 FEET, AN ARC
� DISTA.�iCE OF 1.097.05 FEET THROUGH A CENTRAL ANGLE OF 53°57'00"� TO A POINT OF
TANGE�ICY•
� �
I a THENCE. CO:dTI:�iUING ALONG SAID SOtITH, Li:vE SOUTH 37'35'03" EAST A DISTANCE QP
�' 308.70 FEET TO A POI.IT OF CURVE;
J� THE.�iCE, COI�'TI�IL'I:�TG ALONG SAID SOL�TH LID1E. ON A CURVE TO -T� LEFT THE CENTER
OF WHICH BEARS NORTH 52°24'57' EAST HAVING A RADIUS OF 1,005.37 FEET, A.'V ARC
DISTA.'�CE OF 45.82 FEET THROUGH A CENTRAL ANGLE OF 02°36'41" TO A LINE 35 FEET
SOL'THER:Y OF A.�TD PARALLEL �TITH THE CENTERLIPIE OF THE EXISTING MOST SOUTHERLY
TRACR OF THE CHICAGO, MILWAUREE, ST. PAUL AND PACIFIC RAILROAD TRACTS;
THE�CE WESTERLY, ALONG SAID PARAI.LEL LINE. NORTH 40°11'44" WEST A DISTANCE OF
126.24 FEET TQ A POINT OF CURVE;
THENCE, CO:�7TIDIUING ALONG SAID PARALLEL LIPIE, ON A CURVE TO THE LEFT T�
� CENTER OF i�IHICH BEARS SOUTH 49'48'16" WEST HAVING A RADIIIS OF 1,829.78 FEET,
AN ARC DISTANCE OF 309.67 PEET TID20UGH A CENTRAL ANGLE OP 09°41'48";
THENCE NORTH 49°53'32" WEST. ALONG SAID PARALLEL LINE, A DISTANCE OF 167.07 '
FEET TO A POINT OP CURVE;
THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CIIRVE TO THE LEFT THE
CENTER OF WHICH BEARS SOUTH 40°06'28" i�TEST HAVING A RADIUS OF 1,102.46 FEET,
AN ARC DISTANCE OF 807.11 FEET THROUGH A CENTRAL ANGLE OF 41`56'46" TO A POINT
OF COMPOUND CIIRVE;
THE.YCE, CONTINIIING ALONG SAID PARALLEL LIPIE. ON A CURVE TO THE LEFT THE
CENTER OF WHICH BEARS SOUTH O1°50'18" EAST HAVING A RADIUS OF 2,790.19 FEET,
AN ARC DISTANCE OF 659.24 FEET THROUGH A CENTRAL ANGLE OF 13`32'14" TO THE
TRIIE POI2�IT OF BEGINNING OF THIS EXCEPTION;
(ALSO BEING RNOWN AS ADJUSTED LOT 1 IN CITY OF RENTON LOT LINE ADJUSTI►�NT N0.
LUA-92-070LLA. RECORDED IINDER RING COiTNTY RECORDING NO. 9205219005) ; _
SITUATE IN THE CITY OF RENTON, COIINTY OF RING, STATE OF i�TASHINGTON.
PAGE 8 0863156
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