HomeMy WebLinkAboutD 9507201120 _.
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iNH�f RE�RDED RETURN'PO: �
Office of the City Qerk � '�"""���'� ,'.�4�.;
xenconNt�i«Pa�s�d�g DEED OF RIGHT TO USE LAND FOR � �������� �
200 Mill Avenue South �
Renton,WA98055 �lUL 2 01995 �
CONSERVATION PURPOSES �
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KING CUUNTY '�'
RECORDER �
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The Grantor, Citv of Renton for and in consideration of monies coming �
in whole or in part from the Habitat Conservation Account of the'General Fund of the State z
of Washington and in fulfillment of terms of the Project Agreement identified below, ;
conveys and grants to the State of Washington individually and as the representative of all =
the people of the State, the right to use the real property described below forever for "'
conservation purposes. �
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Those purposes are described in the Project Agreement entered into between the Grantor and
the State of Washington through the Interagency Committee for Outdoor Recreation entitled
Black River Ri�arian Forest Project Number 92-296A-0669 signed by the Grantor �
on the 22nd day of June. 1995 and by the Interagency Committee on the 27th day of
� March. 1995 and the application and supporting materials which are on file with the �
C�t
�-1 Grantor and the State in connection with the Project Agreement.
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� The Grantor will not make or permit to be made any use of the real property described in this
� deed, or any part of it, which is inconsistent with the right to use for conservation purposes
�j herein granted unless the State, through the Interagency Committee for Outdoor Recreation
� or its successors, consents to the inconsistent use, which consent shall be granted only upon
conditions which will ensure that other conservation land of at least equal fair market value
at the time of change of use and of as nearly as feasible equivalent qualities, characteristics
and location for conservation purposes for which state assistance was originally granted will
be substituted in the manner provided in RCW 43.99.100 for marine recreation land, whether '
or not the real property covered by this deed is marine recreation land. RCW 43.99.100
reads as follows:
"Marine recreation land with respect to which money has been expended under RCW
43.99.080 shall not, without the approval of the committee, be converted to uses other
than those for which such expenditure was originally approved. The committee shall
only approve any such conversion upon conditions which will assure the substitution
of other marine recreation land of at least equal fair market value at the time of
conversion and of as nearly as feasible equivalent usefulness and location."
The real property covered by this deed is described as follows:
EXCISE`f�X NOT REQUIRED
Kinn Co,i��aaard�pivi�idn
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DESCRIPTION:
PARCEL 1 (LOT 3 IN TRACT C) :
THAT PORTION OF THE SOUTHEAST 1/4 OF SECTION 13, TOWPIS$IP 23 NORTH. RANGE 4
EAST W.M. , DESCRIBED AS FOLLOWS:
BEGIMdING AT THE INTERSECTION OF TFiE EAST LIAIE OF SAID SQ[ITHEAST 1/4 WITH THE
NORTH LIZIE OP THE SOUTH 6�U.00 FEET THEREOF. SAID NORTH LINE BEIN� ALSO THE
NORTH LINE OF WASHINGTON TECHNICAL CENTER, AS PER PLAT RECORDED IH VOLUME 122
OF PLATS, PAGES 98 THROUGH 102, RECORDS OF KZNG COUNTY;
THE.*iCE NORTH 88°IS'00" WEST. ALOrIG SAID NORTA LINE, 1099.78 FEET;
THENCE NORTH 01'45'QO" EAST 400.00 FEET TO THE TRUE POINT OP BEGIPIPIING;
THENCE NORTH 88'15'00" WEST 350.00 FEET;
THENCE NORTH ?1°42'49" WEST 218.86 FEET; '
THENCE NORTH 12'19'12" WEST 109.81 FEET; .
THENCE SOUTH 71'22'34" WEST 174.45 FEET TO A ?OINT OPI A CURVE Hl�VING A RADIUS
OF 650.00 FEET, TFiE RADIUS POIPIT OF WI�ICH BEARS SOUTH 6?'05'58" WEST;
THE:`ICE NORTHFFESTERLY, ALONG SAID CURVE, 174.4? FEET;
TE�ENCE NORTI3 39`14'15" EAST 453.11 FEET TO A POINT ON THE SOUTHERLY LINE OF
THE BURLINGTON .IORTHERNI RAILROAD RIGFIT—OF—WAY, SAID POINT BEZNG QN A CURVE
HAVI�IG A RAI?IiIS OF 1165.Q9 FEET T'HE RADIUS POINT OF WHICH BEARS SOUTH
39'14'IS" WEST;
THENCE SOUTHEASTERLY, ALONG SAID CURVE AND SOUTHERLY LIAIE. 267.97 FEET;
THENCE SOUTH -37:'35'03" EAST, ALONG SAID SOUTHERLY LINE, 308.70 FEET;
O TAENCE ALONG SAID SOUTHERLY LIi1E, ON A CIJRVE TO THE LEFT HAVING A RADIUS OF
� 1005.3? FEET. A DZSTAPICE OF 248.54 FEET TO A POINT WHICH BEARS NORTH O1'45'00"
�„� EAST FROM THE TRE7E POINT OF BEGIIdPIIPIG;
� THENCE SOUTE 01'45'00" WEST 18.89 PEET TO 'I'HE TRUE POINT OF BEGINNING; �
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� EXCEPT THAT PaRTZON LYING WITHIN THAT PORTION OF THE CHARLES BROWNE�.L
� DONATION LAND CLAIM N0. 41. AND OF THE SOUTHWEST 1/4 .4HD THE SOUTHEAST 1/4 OF
� SECTIOI� 13, TOWIdSHIP 23 NORTH. RANGE 4 EAST W.M. , DESCRIBED AS FOLLOWS:
� BEGIZ�TPIING AT TAE SOUTH 1/4 CORNER aF SAID SECTION 13;
' TFiENCE NQRTH 00�58'28" EAST, ALONG THE NORTH—SQUTH CE2ITERLINE OF SAID SECTION
13, A DISTANCE OF 884.84 FEET TO THE SOUTHEAST CORNER OF TRACT 26 IPI RE.*JTON
SHORELAPIDS SECOND SIIPPLEMEIZTAL;
THENCE SOUTH 72'37'S2" WEST, ALONG THE SOUTH BO[JrIDARY OF SAID TRACT 26, A '
DISTANCE OF 382.60 FEET;
THENCE NORTH 70'S4'02" S+TEST. ALONG SAID SOUTH BOIJNDARY OF TRACT 26, A DISTAPICE
OP 73.51 FEET TO TAE EAST LINE OF SAID CHARLES BROWNELL DONATION LAPID CLAIM
�IO. 41:
THENCE NORTH O1'24'04" EAST, ALONG SAID EAST LINE OF THE CHARLES BROWNELL
DONATIQN LAND CLAIM N0. 41, A DISTANCE OF 950.58 FEET TO A LINE 35 FEET
50UTFiERLY OF AND PARALLEL WITH THE CENTERLINE OF THE EXISTING M�ST SOUTHERLY
TRACK OP TI3E CHICAGO, MILWAUREE. ST. PAUL AND PACIFIC RAILROAD TRACKS AS
DEPICTED ON THAT CERTAIPi RECOE'cD OF SURVEY FOR LOT LINE ADJUSTMENT RECORDED
(JHDER KING COIJNITY RECORDING N0. 8312229001 APID THE TRIIE POINT OF BE�IPIPIING;
THENCE WESTERLY, ALONG SAID PARALLEL LINE. ON A CURVE TO THE LEFT THE. CE2dTER
OF WAICH BEARS SOUTH 15'22`32" EAST HAVING A RADIUS OF 2,790.19 FEET. ABI ARC I
DISTANCE OP 789_44 FEET THROUGH A CENI'RAL ANGLE OF 16`12'39" TO A POINT OF
COMPOUND CURVE: .
THE�CE. CO�TTIDIUING ALONG SAID PARALLEL LINE. ON A CURVE TO THE LEFT THE CENTER
OF WHICH B£ARS SOUTH 31°35'll" EAST HAVING A RADIL'S 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;
TFiENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO TAE RIGHT THE
CENTER OF WHICH BEARS NORTH 41'17'S0" WEST fiAVING A RADIUS OF 428.64 FEET, AN
ARC DISTANCE OF 73.32 FEET THROUGH A CENTRAL ANGLE OF 09`48'04" ,TO A POINT OF '
REVERSE CURVE;
TAEftCE, CONTINUTAIG ALONG SAID PARALLEL LIPIE, ON A CURVE TO THE LEFT THE CEAITER
OF WHICH BEARS SOUTH 31`29'46" EAST HAVING A RADIUS OF 626.58 FEET, API ARC
DISTANCE OF 93.64 FEET 1T.',ROUGH A CENTRAL AAIGLE OF 07'55'47" TO A POPIINT OF
TAidGEPICY;
THENCE, CONTINUING ALONG SAID PARALLEL LINE, SOUTH 50'34'27" WEST A DISTANCE
OF 248.50 FEET TO A POINT QF CURVE;
THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT, TAE
CE:ZTER OP WHICH BEARS SOUTH 39'25'33" EAST HAVING A RADIUS OF 696.89 FEET, API
ARC DISTANCE OF 40.09 FEET THROUGH A CENTRAL ANGLE OF 03�1?'45" TO TFiE SOUTH
LINE OF THE BURLIidGTOH NORTHERPI RAILROAD RIGHT—OF—WAY;
TAENCE NORTH 43'49`09" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 173.83 FEET I
TO A POINT OF CIIRVE; '!
THENCE, CO�ITIIdiTING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGFIT THE CENTER
OF WHICH BEARS SOUTH 46°10'51" EAST HAVING A RADIUS OF 4,030.00 FEET, AId ARC
DISTANCE OF 197.57 FEET THROUGH A CENTRAL AIdGLE OF 02'48'32" TO A POINT OF ',
COMPOUND CURVE;
TAENCE. CONTIPIUING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WHICH BEAf2S SOUTH 43'22'19" EAST HAVING A RADIUS OF 1,853.00 FEET, AN ARC
' DISTANCE OF 194.75 FEET THROUGH A CENTRAL ANGLE OF 06�01'18" TO A POINT OF
COMPOUND CURVE;
THENCE, CONTIPIUING ALONG SAID SOUTH LINE, OId A CURVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 37'21'O1" EAST HAVING A RADItJS OF 10,543.00 FEET, API ARC
� DISTAPICE OF 186.51 FEET THROUGH A CENTRAL ANGLE OF 02'00'49" TO A POINT OF
O COMPQUND CURVE:
� THENCE, CONTINUING ALONG SAID SOVTH LII�FE, ON A CURVE TO TAE RIGHT THE CENfiER
� OF WHICH BEARS SQIITH 36'20'12" EAST HAVING A RADIUS OF 1,657.00 FEET AN ARC
� DISTANCE OF 193.93 FEET THROUGH A CEAITRAL ANGLE OF 06°42'20" TO A POINT OF
� COMPOUND CURVE;
� THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CUR�7E TO THE RIGHT THE CENTER
Q OF WHICH BEARS SOUTH 29'37'S2" EAST HAVING A RADIUS OF 6,738.00 FEET, AN ARC
Ln DISTANCE OF 197.76 FEET THROUGH A CENTRAL ANGLE OP O1'40'54" TO A POINT OF
� COAtP0UI1D CURVE;
THENCE. CONTINUING ALONG SAID SOUTH LINE. ON A CURVE TO THE RIGHT THE CENTER
OF WHICS BF.ARS SOUTH 27'56'58" EAST HAVING A RADIUS OF 1,768.00 FEET, API ARC _
DISTANCE OF 194.45 FEET THROUGR A CEHTRAL ANGLE OF 06'18'06" TO A POINT OF
COMPOU:ID CURVE. ; �
THENCE, CONTINUING ALONG SAID SOUTA LINE, ON A CURVE TO THE RIGfiT THE CENTER
OF WHICH BEARS SOUTH 21'38'S2" EAST HAVING A RADIUS OF 8.6a3.00 FEET, AN ARC
DISTANCE OF 204.54 PEET THROUGA A CENTRAI. ANGLE OF O1'21'44" TO A POINT OF
CO2�OUND CURVE;
THENCE, COAITIPILTING ALONG SAID SOUTft LINE, ON A CURVE 1'0 THE RIG[iT THE CENTER .
OF WHICF3 BEARS SOUTH 20'17'08" EAST HAVING A RADIUS OF 1 .922.10 FEET, AN ARC
' DISTAhICE OF 178.79 FEET THROUGH A CENTRAL ANGLE OF 05'19'46" TO A POINT OF
COMPOUND CURVE ON TAE EAST LINE OF SAID CHARLES BROWNIELL DONATION LAND CLAIM
N0. 41 ;
THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CEIdTER !
OP FIHICH BEARS SOUTH 14'S7'22" 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 �i
COMPOUrID CURVE;
' PAGE 3 0863156
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THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE 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 THROUGH A CENTRAL ANGLE OF 53'S7'00" TO A POINT OF
TANGENCY;
THE2ICE. CONTINUING ALONG SAID SOUTH LINE, SOUTH 37'35'03" EAST A DISTANCE OF I
308.70 PEET TO A POINT OF CiTRVE:
THENCE, COAITINIIING ALONG SAID SOUTH LINE, ON A CURVE TO THE LEFT THE CENTER OF
WHICH BEARS NORTH 52�24'57" EAST HAVING A RADIUS OF 1,005.37 FEET, AN AR.0
DISTANCE aF 45.82 FEET THROUGH A CENTRAL ANCLE OF 02°36'41" TO A LINE 35 FEET
SOUTAERLY OF AND PARALLEL WITH THE CENTERLINE OF T� EXISTING MOST SOUTHERLY
TRACR OF THE CHICAGO, MILWAUKEE. ST. PAUL AND PACIFIC RAILROAD TRACTS;
TFiENCE WESTERI.Y, ALONG SAID PARALLEL LINE, NORTH 40°11'44" WEST A DISTANCE OF
126.24 FEET TO A POINT OP CURVE; �
THENCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT TAE CENTER
_ OF WFiICH BEARS SOUTH 49°48'16" WEST HAVING A RADIUS OF 1,829.78 FEET, AN ARC
DISTANCE OF 309.67 PEET THROIIGH A CEPITRAL APIGLE OF 09°41 '48" ;
THE*ICE NORTH 49�53'32" WEST, ALONG SAID PARALLEL LINE, A DISTANCE OF 167.07 I
FEET TO A POIPIT OF CURVE; I
THENCE, CONTINUING ALONG SAID PARALLEL LINE. OAI A CURVE TO THE LEFT THE CENTER
OF WHICH BEARS SOUTfl 40°06'28" WEST HAVING A RADIUS OF 1, 102.46 FEET, AN ARC
DISTANCE OF 807.11 FEET THROUGH A CENTRAL ANGLE OF 41'S6'46" TO A POINT OF
COMPOUND CLTItVE; �
THENCE, CONTINUING ALONG SAID PARALLEL LINE, OR A CURVE TO THE LEFT TAE
CEAITER 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
TRUE POINT OF BEGINNING OF THIS EXCEPTION;
SITUATE IN THE CIT'Y OF RENTON, COUNTY OR RING, STATE OF WASHINGTON.
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PARCEL 2 (LOT 4 IN TRACT C) : ,
THAT PORTION OF TFiE SOUTHEAST 1/4 QF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4
EAST W.M. AND OF TRACT 25 IN RENTON SHORELANDS SECOKD SUPPLEMENTAL, DESCRIBED
AS FOLLOWS:
BEGINNING AT TF�E INTERSECTION OF THE EAST LINE OF SAID SOUTSEAST 1/4 WITH THE
NORTH LINE OF THE SOUTH 650.00 FEET TfiEREOF. SAID NORTH LINE BEING ALSO THE ''
NORTH LIPTE OF WASHINGTON TECHNICAL CENTER AS RECORDED IN VOLUME 122 OF PLATS,
PAGES 98 THROUGH 102, RECORDS OF RZNG COUNTY;
THENCE NORTH 88'15'00" SdEST, ALONG SAID NORTH LINE, 1,626.50 FEET TO THE TRUE
POIAIT QF BEGINrIING;
TFiEIdCE NORTH O1'45'00" EAST 225.00 FEET;
THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 853.34 FEET A DISTANCE OF
209.�5 FEET;
THENCE NORTH 12°19'12" WEST 140.57 FEET;
' THENCE SOUT$ 71'22'34" WEST 413.75 FEET;
TI�EI3CE SOUTH 31'14'QS" WEST 358.99 FEET;
TAENCE .SOUTH 47�09'S0" EAST 71.33 FEET:
' TFiENCE EAST 114.2? FEET;
THENCE SOUTH 68.91 FEET TO SAID NORTH LINE OF TFIE SOUTH fi50.00 FEET OF SECTION
13;
THE*ICE SOUTA 88`15'00" EAST, ALOAIG SAID NORTH LINE, 454.26 FEET TO THE TRUE
POINT OF BEGINhIING;
SITUATE IN THE CITY �F RENTOAI, COUNTY OF RING, STATE OF WASHINGTOPI.
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PAG£ � 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:
BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 13;
THENCE NORTH 00'58'28" EAST, ALONG THE NORTH-SOUTE CENTERLINE OF SAID SECTION
13, A DISTANCE OF 884.84 FEET TO THE SOU'PHEAST CORNER OP TRACT 26 IN RENTON
SHORELANDS SECOND SUPPLEMENTAL, ACCORDING TO THE UNRECORDED PLAT THEREOF;
THENCE SOUTH 72'37'52" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACT 26, A
DISTANCE OF 382.60 FEET;
THENCE NORTH 70'S4'02" WEST, ALONG THE SOUT$ BOUNDARY OF SAID TRACT 2fi, A
DISTANCE OF 73.51 FEET TO THE EAST LINE OF THE CHARLES BROWNELL DONATION LAND
CLAIM N0. 41; �
THENICE NORTH O1'24'04" EAST, ALONG SAID EAST LINE, 498.15 FEET; I,
TAENCE SOUTH 81'il'35" EAST 119.19 FEET TO A POINT ON CURVE HAVIPiG A RADIUS OF I�
650.00 PEET, THE RADIIIS POINf OF WHICH SEARS SOUTH 52°42' 12" EAST;
, TAENCE NORTHEASTERLY, ALONG SAID CURVE. 1184.66 FEET; i
THENCE ftORTE� 39�14'15" EAST 188.85 FEET TO THE TRUE POINIT OF BEGINNING WHICH
LIES NORTH 48'55'll" EAST A DISTANCE OF 835.39 FEET FROM TAE RADIUS POINT OF
THE LAST DESCRIBED CURVE;
THENCE CONTINUING PIORTH 39'14'15" EAST A DISTANCE OF 264.26 FEET TO A POIAIT ON
THE SOiTTHERLY LINE OP THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-wAY, SAID
POIh'T BEING ON A CURVE HAVING A RADIIIS OF 1,165.09 FEET THE RADIUS POINT OF
WAICH BEARS SOUTH 39°14'15" WEST;
THEAICE WESTERLY, ALONG SAID CURVE APID SOUTHERLY LINE, 829.08 FEET TO A
COMPOtT:�TD CURVE;
� THENCE WESTERLY, ALONG SAID SOUTFIERLY LINE OPI A CURVE HAVING A RADIUS OF
� 2,814_33 FEET, A DISTAAICE OF 79.20 PEET;
� TFiENCE SOUTH fll'24'04" WEST 179_12 FEET TO A POIPTT ON A N021-TANGENT 835_39
O FOOT CURVE TO THE RIGHT, TAE RADIUS POINT OF WHICH BEARS S�VTH 03°45'44" EAST;
� THEAICE ALONIG SAZD CURVE, THROUGH A CENTRAL ANGLE OF 52'40'55" , AN ARC LENGTH
I � OF 768.12 FEET TO THE TRUE POINT OF BEGIM�IING;
�
� 'EXCEPT THAT PORTION LYING WITHIN THAT PORTION OF THE CHARLES BROWNELL DONATION
O� LAND CLAIM N0. 41, AND OF THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION
13, TOWBISHIP 23 NORTH. RANGE 4 EAST W_M. , DESCRIBED AS FOLLOWS: �
BEGIi�iNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 13;
THE�TCE NORTH 00'S8'28" EAST, ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION
I3. A DISTANCE OF 884.84 FEET TO THE SOUTHEAST CORNER OF TRACT 26 IN RENTON
SHORELANDS SECQND SUPPLEMENTAL;
THENCE SOUTH 72'37'S2" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACT 26, A
DISTANCE OF 382_60 FEET:
TIiEPICE NORTH 70'54'02" WEST, ALONG SAID SOUTA BOUNDARY OP TRACT 26, A DISTANCE
OF ?3.5I FEET TO THE EAST LIPiE OF SAID CHARLES BROWNELL DONATION LAND. CLAIM
, N0. 41;
PAGE 6 0863156 I
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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 FEST
SOUTHERLY OF AND PAR.ALLEL WITH THE CENTERLINE OF THE EXISTING MOST SOUTHERLY
� TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACKS AS
DEPICTED ON THAT CERTAIN RECORD OF S(JRVEY FOR LOT LINE ADJUSTMENT RECORDED
UNDER KING COUNTY RECORDING N0. 8312229001 AND THE TRUE POINT OF BEGINNING;
THEPICE WESTERLY, ALONG SAID PARALLEL LINE, C:r' EL CURVE TO THE LEFT THE CENTER
QF 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;
� TIiENCE, CONTINUIIdG ALaNG SAID PARALLEL LINE, ON A CURVE TO TfiE LEFT THE
CENTER OF WHICH BEARS SOUTH 31°35'll" EAST HAVING A RADIUS OF 2,580.74 FEET,
AN ARC DZSTANCE OF 437.40 FEET TIiROUGH A CENTRAL ANGLE OF 09°42'39" TO A POINT
OF REVERSE CURVE;
TE-IENCE, CONTINUIIdG ALONG SAID PARALLEL LINE, ON A CURVE TO THE RIGEiT THE 'I
CENTER OF WHICH BEARS NORTH 41°17'S0" WEST HAVING A RADIUS OF 428.64 FEET, ADI
ARC DISTANCE OF ?3.32 FEET THROUGH A CENTRAL ANGLE OF 09°48'04" TO A POINT OF
REVERSE CURVE:
THEIdCE, CONTINUING ALONG SAID PARALLEL LINE, ON A CURVE TO THE LEFT THE ;
CEAITER OF WHICA BEARS SOUTH 31'29'46" EAST HAVING A RADIUS OF 676.58 FEET, API
' ARC DISTANCE OF 93.64 FEET THFtOUGH A CENTRAL ANGLE OF Q7°55'47" TO A POINT OF
TANGEPICY;
THENCE; CONTINULNG ALONG SAID PARALLEL LINE, SOUTH 50'34'27" WEST A DISTANCE
OF 248.50 FEET TO A POINT OF CURVE;
TAENCE, CONTIAIUING ALOIdG SAID PARALLEL LINE. ON A CURVE 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 THROUGH A CENTRAL ANGLE OF 03'1?`45" TO THE SOUTH
LINE OF THE BIIRLIIdGTON NORTHERN RAILROAD RIGHT—OP—WAY;
THENCE NORTH 43'49'09" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 173.83 FEET
0 TO A POINT OF CIIRVE;
� TFIENCE, CONTINUIRG ALONG SAID SOUTA LINE, ON A CURVE TO TIiE RIGHT THE CENTER
� OR WHICH BEARS SOUTH 46`10'S1" EAST HAVING A RADIUS OF 4,030.00 F�ET, API ARC
� DISTAAICE OF 197.57 FEET THROUGH A CENTRAL ANGLE OF 02'48'32" TO A POINT OF ��
� COMPOUPID CURVE: �
� THENCE, CQNTINUING AI.ONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER �,
O OF WAICH BEARS SOUTH 43'22' 19" EAST HAVING A RADIUS OF 1,853.00 FEET. AN ARC
� DISTAtdCE OF 194.75 PEET THROUGH A CENTRAL ANGLE OF 06°O1' 18" 'TO A POINT �OF I
� CO'dPOUND CURVE: _
THENCE, CONTINUING ALONG SAID SOUTH LIA1E. ON A CURVE TO THE RIGHT THE CENTER
OF WIiICH BEARS SOUTH 37�21'O1" EAST HAVING A RADIUS OF 10,543.00 FEET, AN ARC ,
DISTANCE OP 186.51 FEET THROUGH A CENTRAL ANGLE OF O1'00'49" TO A POINT OF '
COMPOUAID CURVE;
. THEAICE. CONTIMJING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WHICH BEARS SOUTH 36'20' 12" EAST HAVING A RADIUS OF 1,657.00 FEET AN ARC
DISTANCE OP 193.93 FEET THROUGH A CENTRAL ANGLE OF 06�42'20" TO A POINT OF
COMPOU:ID CURVE; �
THENCE, C0:�ITINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WfiICH BEARS SOUTH 29�37'S2" EAST HAVING A RADIUS OF 6,738.00 FEET, AN ARC
DISTANCE OF 197.76 FEET THROUGH A CENTRAL ANGLE OF O1'40'S4" TO A POINT OF
COMPOUND CURVE:
PAGE 7 0863156
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THENCE, CONTINUING ALONG SAID SOUTH LINE, ON A CIJRVE 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 CEPITRAL ANGLE OF O6'18'06" TO A POINT OF
COMPOUND CURVE;
THENCE. CONTINIIING ALONG SAID SOUTH LINE, ON A CURVE TO THE RIGHT TIiE CENTER
OF WHICH BEARS SOIITH 21'38'S2" EAST HAVING A RADIUS OF 8,603.00 FEET, AN ARC
DISTABICE OF 204.54 FEET TffitOIIGH A CENTRAL ANGLE OF O1'21'94" TO A POINT OF
COMPOUND CURVE;
THENCE. CONTINUIPIG ALONG SAID SOUTH LINE. ON A CURVE TO THE RIGIiT TFIE CENTER
OF WHICH BEARS SOUTH 20°17'08" EAST HAVING A RADIUS OF 1,922.10 FEET, AN ARC
DISTAAICE OF 178.79 FEET THROUGH A CENTRAL ANGLE 0� 05'19'46" TO A POINT OF
COMPOUND CURVE ON THE EAST LINE OF SAID CHARLES BROWNELL DONATION LAND CLAIM
� N0. 41;
THENCE. CONTINUING ALONG SAID SOUTH LINE, ON A CURVE TO THE 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 THROUGH A CENITRAL ANGLE OF 13'25'19" TO A POINT OF
COMPOUND CURVE;
THENCE. CONTINUING ALOPIG SAID SOUTH LINE, ON A CURVE TO THE RIGHT THE CENTER
OF WHICH SEARS SOUTH 01°32'03" EAST HAVING A RADIUS OF 1,165.09 FEET, AN ARC
DZSTABICE OF 1,097.05 FEET THROUGH A. CENTRAL ANGLE OF 53'57'00" TO A POINT OF
TANGENCY;
THENCE, CONITINUING ALONG SAID SOUTH, LZNE SOUTH 37°35'03" EAST A DISTANCE OF '
308.70 FEET TO A POINT OF CURVE;
THEI3CE. CONTINtTING ALOPIG SAID SOUTH LIAIE, ON A CURVE TO THE LEFT THE CEAITER
OF WHICH BEARS NORTH 52'24'57' EAST HAVING A RADIUS OF 1,005.37 FEET, AN ARC
DISTAAICE OF 45.82 FEET THROU6H A CENTRAL ANGLE OF 02'36'41" TO A LIAIE 35 FEET
SOUTHERLY OF AND PAFtALLEL WITH THE CENTERLIIdE OF TFiE EXISTING MOST SOUTHERLY
� TRACR OF THE CHICAGO, MILWAUI�E, ST. PAUL AND PACIFIC RAILROAD TRACTS;
� TfiENCE WESTERLY, ALONG SAID PARALLEL LINE, NORTH 40'll'44" WEST A DISTANCE OF
I� f"� 126.24 FEET TO A POINT OF CURVE; _
� THENCE, CONTItdUTAIG ALONG SAID PAR.ALLEL LIPIE, ON A CURVE TO THE LEFT THE
� CEPITER OF WIiICH BEARS SOUTH 49'48'16" WEST HAVING A RADIUS OF 1,829.78 FEET,
� APi ARC DISTANCE OF 309.69 PEET THI20UGH A CENTRAL ANGLE OF 09°41•'48";
0 THEHCE NORTH 49'S3'32" WEST, ALONG SAID PARALLEL LINE, A DISTANCE OF 167.0?
� FEET TO A POINT OF CURVE:
. � TF�NCE. CONTINUING ALONG SAID PARAI.LEL LINE, ON A CURVE TO THE LEFT THE
CEPITER OF WAICfl BEARS SOUTH 40�06'28" WEST 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 CURVE;
THENCE, CONTINUING ALONG SAID PARALLEL LINE. ON A CURVE TO THE LEFT THE ,
CENTER OR WHICH BEARS SOUTH O1'S0' 18" EAST HAVING A RADIUS OF 2,790.19 FEET,
AN ARC QISTANCE OF 659.24 FEET THI2OUGH A CEPITRAL AAIGLE OF 13°32' 14" TO THE
TRUE POIiIT OF BEGIAIPIING OF THIS EXCEPTION;
(ALSO BEING F�10Fltd AS ADJUSTED LOT 1 IN CITY OF RENTON LOT LINE ADJUSTMENT N0.
LUA-92-070LLA, RECORDED UNDER KING COUNTY RECORDING t30. 9205219005) ;
SITUATE IN TAE CITY OP RENT�N, COUNTY OF KING, STATE OF WASHINGTON.
PAGE 8 0863156
.
This deed shall in no way modify or extinguish the functions of the Grantor under the Project I'
Agreement, including the Grantor's functions to operate and maintain the land as set out in `
Section 19 of the Project Agreement.
Dated this 1 ��• day of c.u,c� , 1995 !
By:
Mayor rl Glymer .
ATTEST: ' �
� _
City Cle arilyn J m Petersen � �
STATE OF WASHINGTON)
. SS. '
COUNTY OF KING �
THIS IS TO CERTIFY that on this ����-day of , 19�I S�, before me the undersigned
Notary Public in and for the State of Washington, d�y co issioned and sworn,personally
� appeared ��R� c�y��P. to me. This individual is known to be the
� ��YO� , of the � � �ry t�� /�EN%c�/ that executed the
� foregoing deed and acknowledged to me that they signed and sealed the same as the free and
Ovoluntary act and deed of said C'r7`'/ oF i��N�N and on oath stated that they were authorized
� to execute said instrument and that the seal affixed is the seal of said__C�i_y �� ���vTo�v.
�
j4 WITNESS my hand and official seal the day and year in this certificate first above written.
�
� �"_..
Not , Public i and for the State of Washington, residing in ��/N�� County.
My commission expires /n->9- `�7
9/91 (030)
_ � { „ _ .
- �..�....
y ,� ,`, _
f
� �
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