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HomeMy WebLinkAboutE 20160108000984 AFTER RECORDING, RETURN T0: Avana Trails, LLC 9675 SE 36`h Street,Suite 105 Mercer Island,WA 98040 20160108000984 DMITRIY MAYZLI EAS 81.00 PAGE-001 OF 009 01/08/2016 15:02 KING COUNTY, WA DEDICATION OF PUBLIC PEDESTRIAN ACCESS EASEMENT ON PRIVATELY OWNED PROPERTY Grantor: Avana Trails, LLC, a Washington limited liability company Grantee: Public Abbreviated Legal A portion of the NW%, SE%, Section 29-23-5 Description: Additional legal description in Exhibit A Tax Parcel Numbers: 2923059022 Reference Numbers of pJ/A Related Documents: .. ,L��,�:��.. ��'z`�� ;,• ,� ..�� �,���� ��`� ;'� ' _ 1L���. DEDICATION OF PUBLIC PEDESTRIAN ACCESS EASEMENT ON PRIVATELY OWNED PROPERTY AVANA TRAILS, LLC, a Washington limited liability company "Grantor", being the sole owner of the real property hereinafter described, for adequate consideration, receipt and sufficiency of which are hereby acknowledged, and intending to be legally bound, does hereby make in perpetuity for the use of the general public, in a manner consistent herewith, the following public pedestrian easement dedication: 1. AREA TO BE DEDICATED The area hereby dedicated is described in Exhibit A attached hereto and made part hereof as though fully set forth herein. 2. PURPOSE OF DEDICATION The real property herein described is dedicated to the general public in order to allow pedestrian access and entry on the dedicated area by the general public and all members thereof for the peaceful enjoyment of the dedicated area. Grantor reserves all rights and uses in and to the public access area which are not repugnant to the uses herein granted. 3. LIMITATION ON DEDICATION The rights of the general public and all members thereof, granted herein, are subject to the following limitations: (a) Access to the dedicated area by land vehicle is specifically excluded from the dedication. Access by land vehicle shall be upon specific invitation of the Grantor only. (b) The entire dedicated area shall be open to the public from 8:00 am through dusk daily. The hours of operation shall be included on the "public access" signs. (c) All or any portion of the dedicated area may be temporarily closed to the public from time to time for the purposes of repairs and maintenance. (d) The Grantor shall have the sole and separate responsibility of maintaining any portion of the dedicated area to which the general public shall have access and shall defend and save harmless the City of Renton and the State of Washington, including their officers, agents and employees from any claims real or imaginary asserted by any person for injury or damages resulting from improper maintenance of said dedicated area. The standard of maintenance shall be equal to the standards of maintenance practiced by the City of Renton in regards to its parks. (e) Grantor shall install and maintain, at such locations within or adjoining the dedicated property as may be designated by the City of Renton, "public access" signs. 4. AUTHORITY OF GRANTOR Grantor warrants to the City of Renton that Grantor's ownership interest in the real property described herein includes the full power to enter into agreement and/or covenants which will run with the land and bond all owners of said property,their heirs, successors and assigns. 5. DEFINITIONS As used herein: (a) The word, "Grantor," shall include the heirs, successors and assigns thereof, (b) The words, "land vehicle," shall include motor vehicles, bicycles, skateboards and other vehicles designed to operate upon land whether self-propelled or not; providing that "land vehicle" shall not include a wheelchair or similar device whether or not self-propelled when used by a handicap person. DATED this_� day of�a U�2 , 2016 AVANA TRAILS, LLC a Washington limited liability company r By: Michael G dstien Its: Manager STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this�day of�2rt,l�T, 2016, before me,the undersigned, a Notary Public in and for the State of Washington, personally appeared Michael Gladstein, Manager of Avana Trails, LLC, a Washington limited liability company, the limited liability company that executed the within and foregoing document, and acknowledged the said instrument to be the free and voluntary act and deed of said company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument on behalf of said company. WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the day and year first above written. �0�1��Q�1�- NOTARY PUBLIC in and for the State of Washington, \\��������t11��� residingat�GY�cOr,�V•�W . ����,�.E� P��'�,��i�� �AS��cv� Pal, 1nU,�. — � � i� (Print Name) � �� ���' s � My Commission Expires:��_ � : .. . s .. � :, s Z � % N„{�4i� ���"� = O = ����y�,,,�8�1pg"16�� _ � : � ���1���;WASN;�.�� D.R STRONG CONSULTING ENGINEERS HIRKLAND WA 98033 DRS Project No. 11062 10/21/15 LEGAL DESCRIPTION: PEDESTRAIN ACCESS EASEMENT That portion of the northwest quarter of the southeast quarter of Section 29, Township 23 North, Range 5 East, W.M, King County, Washington described as follows; Commencing at the southeast corner of said subdivision; thence N89°31'07"W, along the south line thereof, 587.69 feet to a non-radial intersection with a 50.50 foot radius curve to the left, the center of which bears N41°46'21"W; thence; northeasterly, along said curve through a central angle of 41°17'26", a distance of 3639 feet to THE POINT OF BEGINNING of the herein described tract; thence continuing northeasterly, along said curve through a central angle of OS°50'17", a distance of 5.15 feet; thence S72°24'S8"E 24.13 feet to a point of tangency with a 70.50 foot radius curve to the left thence; easterly, along said curve through a central angle of 17°06'08", a distance of 21.04 feet to a point of tangency; thence S89°31'07"E 49.90 feet to a point of tangency with a 25.50 foot radius curve to the left thence; easterly and northerly, along said curve through a central angle of 91°15'40", a distance of 40.62 feet to a point of tangency; thence N00°46'47"W 74.85 feet to a point of tangency with a 125.50 foot radius curve to the left thence; northerly, along said curve through a central angle of 12°51'40", a distance of 28.17 feet; thence N73°40'19"E 24.07 feet; thence N16°19'41"W 11.09 feet; thence N66°O 1'07"E 20.52 feet to a point of tangency with a 7.00 foot radius curve to the left thence; northeasterly, along said curve through a central angle of 60°43'06", a distance of 7.42 feet to a point of tangency; thence NOS°18'00"E 6.33 feet to a point of tangency with a 14.00 foot radius curve to the right thence; northeasterly, along said curve through a central angle of 82°15'25", a distance of 20.10 feet to a point of tangency;thence N87°33'25"E 5.03 feet to a point of tangency with a 12.00 foot radius curve to the left thence; northeasterly, along said curve through a central angle of 67°39'00", a distance of 14.1'7 feet to a point of tangency; thence N19°54'25"E 26.29 feet to a point of tangency with a 15.00 foot radius curve to the right; thence northeasterly, along said curve, through a central angle of 50°03'31" a distance of 13.11 feet to a point of tangency; thence N69°57'S6"E 19.37 feet to a point of tangency with a 40.00 foot radius curve to the left; thence northeasterly, along said curve, through a central angle of 35°35'12" a distance of 24.84 feet to a point of tangency; thence N34°22'44"E 8.65 feet to a point of tangency with a 50.00 foot radius curve to the right; thence northeasterly, along said curve, through a central angle of 46°04'S1" a distance of 40.21 feet to a point of tangency; thence N80°27'35"E 6.13 feet; to a point of tangency with a 100.00 foot radius curve to the right; thence southeasterly, along said curve, through a central angle of 41°04'40" a distance of 71.69 feet to a point of tangency; thence S58°27'44"E 19.43 feet to a point of tangency with a 153.00 foot radius curve to the right thence; southeasterly, along said curve through a central angle of 31°58'19", a distance of 8538 feet to a point of tangency;thence S26°29'26"E 86.80 feet to a point of tangency with a 22.00 foot radius curve to the left thence; southeasterly, along said curve through a central angle of 45°21'19", a distance of 17.42 feet to a point of reverse curvature with a 28.00 foot radius curve to the right thence; southeasterly, along said curve through a central angle of 56°55'43", a distance of 27.82 feet to a point of tangency; thence S 14°55'02"E 12.11 feet to a point of tangency with a 28.00 foot radius curve to the right thence; southerly, along said curve through a central angle of 18°15'20", a distance of 8.92 feet to a point of tangency; thence S03°20'18"W 18.25 feet to a point of tangency with a 11.00 foot radius curve to the right thence; southwesterly, along said curve through a central angle of 116°53'S6", a distance of 22.44 feet to a point of compound curvature with a 28.00 foot radius curve to the right thence; northwesterly, along said curve through a central angle of 64°09'S3", a distance of 3136 feet to a point of tangency; thence N04°24'OT'E 33.84 feet to a point of tangency with a 5.00 foot radius curve to the left thence; northwesterly, along said curve through a central angle of 60°43'38", a distance of 530 feet to a point of reverse curvature with a 28.00 foot radius curve to the right thence; northwesterly, along said curve through a central angle of 29°50'OS", a distance of 14.58 feet to a point of tangency; thence N26°2926"W 86.80 feet to a point of tangency with a 147.00 foot radius curve to the left thence; northwesterly, along said curve through a central angle of 31°58'19", a distance of 82.03 feet to a point of tangency; thence N58°27'44"W 19.43 feet to a point of tangency with a 94.00 foot radius curve to the left; thence northwesterly, along said curve, through a central angle of 41°04'40" a distance of 67.39 feet to a point of tangency; thence S80°27'35"W 6.13 feet to a point of tangency with a 44.00 foot radius curve to the left; thence southwesterly, along said curve, through a central angle of 46°04'S1" a distance of 3539 feet to a point of tangency; thence S34°22'44"W 8.65 feet to a point of tangency with a 46.00 foot radius curve to the right; thence southwesterly, along said curve, through a central angle of 35°35'12" a distance of 28.57 feet to a point of tangency; thence S69°57'S6"W 1937 feet to a point of tangency with a 9.00 foot radius curve to the left; thence southwesterly, along said curve, through a central angle of 50°03'31" a distance of 7.86 feet to a point of tangency; thence S19°54'25"W 26.29 feet to a point of tangency with a 18.00 foot radius curve to the right thence; southwesterly, along said curve through a central angle of 67°39'00", a distance of 21.25 feet to a point of tangency;thence S87°33'25"W 5.03 feet to a point of tangency with a 8.00 foot radius curve to the left thence; southwesterly, along said curve through a central angle of 82°15'25", a distance of 11.49 feet to a point of tangency; thence SOS°18'00"W 6.33 feet to a point of tangency with a 13.00 foot radius curve to the right thence; southwesterly, along said curve through a central angle of 60°43'06", a distance of 13.78 feet to a point of tangency; thence S66°O1'07"W 2.49 feet to a point of tangency with a 8.00 foot radius curve to the left thence; southwesterly, along said curve through a central angle of 22°39'06", a distance of 3.16 feet to a point of tangency; thence S43°22'00"W 12.49 feet; thence S16°19'41"E 5.22 feet; thence S73°40'19"W 24.30 feet to a non-radial intersection with a with a 130.50 foot radius curve to the right, the center of which bears S78°27'22"W; thence; southerly, along said curve through a central angle of 10°45'S1", a distance of 24.52 feet to a point of tangency; thence S00°46'47"E 74.85 feet to a point of tangency with a 30.50 foot radius curve to the right thence; southwesterly, along said curve through a central angle of 91°15'40", a distance of 48.58 feet to a point of tangency; thence N89°31'07"W 49.90 feet to a point of tangency with a 75.50 foot radius curve to the right thence; westerly, along said curve through a central angle of 17°06'08", a distance of 22.54 feet to a point of tangency, thence N72°24'S8"W 22.93 feet to THE POINT OF BEGINNING Contains 6,017±square feet, (0.1381±acres) ��,� J S �,w4 oF wa s�,, �' � F � `'� � L�'`� �. � O � � �� � STEg' AL AI`�� l� R•120111011I062121DocumentslL,ega1s1130920-Ped-Esmf-11062.doc , . . . CURVE RADIUS DELTA ANGLE ARC LENGTH LINE BEARING DISTANCE C1 5d.50' 41'17'26" 36.39' L1 S72'24�58"E 24.13' C2 50.50' 05'S0'17" 5.15' L2 S89'31'07"E 49.90' C3 70.50' 17'06'08" 21.04' L3 N00'46'47"W 74.85' C4 25.50' 91'15'40" 40.62' L4 N73'40'19"E 24.07' C5 125.50' 12'S1'40p 28.17' L5 N16'19'41"W 11.09' C6 7.00' 60'43'�6" 7.42' L6 N66'01'07"E 20.52' C7 14.00' 82'15'25" 20.10' L7 N05'18'00"E 6.33' C8 12.00' �7'39'00" 14.17' L8 N87'33'25"E 5.03' C9 15.00' S0'03'31" 13.11' L9 N19'54'25"E 26.29' C10 40.00' 35'35'12" 24.84' L10 N69'S7'S6"E 19.37' C11 50.00' 46'04'S1" 40.21� L11 N34'22'44"E 8.65' C12 100.00' 41'04'40" 71.69' L12 N80'27'35"E 6.13' C13 153.00' 31'58'19" 85.38' L13 S58'27'44"E 19.43' C14 22.00' 45'21�19" 17.42� L14 S26'29�26"E 86.80' C15 28.00' 56'55'43" 27.82' L15 S14'55'02"E 12.11' C16 28.00' 18'15'20" 8.92' L16 S03'20'18"W 18.25' C17 11.00' 116'S3'56" 22.44' L17 N04'24'07"E 33.84' C18 28.d0' 64'09'53" 31.36' L18 N26'29'26"W 86.80' C19 5.00' 60'43'38" 5.30' L19 N58'27'44"W 19.43' C20 28.00� 29'S0'OS" 14.58' L20 S80'27'35"W 6.13' C21 147.00' 31'58'19" 82.03' L21 S34'22'44"W 8.65' C22 94.00' 41'04'40" 67.39' L22 S69'57�56"W 19.37' C23 44.00� 46'04�51" 35.39� L23 S19'54'25"W 26.29� C24 46.00' 35'35'12" 28.57' L24 S87'33'25"W 5.03' C25 9.00� 50'03'31" 7.86' L25 S05'18'00"W 6.33' C26 18.00' 6739'00" 21.25� L26 S66'01'07"W 2.49' C27 8.00' 82'15'25" 11.49' L27 S43'22'00"W 12.49� C28 13.00' 60'43'O6" 13.78� L28 S16'19'41"E 5.22' C29 8.00' 22'39'06" 3.16' L29 S73'40'19"W 24.30' C30 130.50' 10'45'51" 24.52' L30 S00'46'47"E 74.85' C31 30.50' 91'15'40" 48.58' L31 N89'31'07"W 49.90' C32 75.50� 17'�6'08" 22.54' L32 N72'24'S8"W 22.93' v�oF A3x�� � w _ Nc ,R - o ,-, 5 �q sTE�' � JSr COPYRIGHT OO 2015, D.R. STRONG CIXJSULTIN6 ENGINEERS INC. AVANA TRA/LS Q �' PR��T S�R�R:� DRAFfEO 8Y.• SR4 f7ELD 800K.• PEDESTRIAN ACCESS aR � DATE.•10/�!/13 EASEMENT EXHIBIT ���s PRO�LCT NO.:i1�2 e�w�re�ra sw�rows SNEET Z OF Z IGO 7JNAYH�NIE IOW4MN,WA M0.1! OIZblaSPlA F1�'di7�/D rwMcdtimamn . . r • C10 �� U2 C12 � C9 ,�^G 2�0 C22 ��3 v�•� �� �A CS �'1� "�'�C23 9 �p� N t � �;8 \�-ZZ Lc24 °�'\\ o� � �� �C25 `� L6 �6 � � �� w L5 � � L23 PEDESTRIAN `�� tn L4� C26 ACCESS �� � 27�22"W�R)_ <�?� �4 EASEMENT ��� C14 � S78'____----"� c� C27 � C15 C3 C29 L25 � L15 � � �16 � �''I(r L27 SEE PAGE 2 FOR LINE C C�g�� L16 � o L28 L29 AND CURVE TABLES �1 7 z C2� [1 C3 � G�t� C18J `C17 Z / � �G�� � ;� C32 L31 587.69' �-' ti�� 32 N89 31'07"W R�As�` POB S. LINE, NW. 1/4, SE. 1/4, SEC. 29-23-5 SE. CORNER NW. ���*. 1/4, SE. 1/4, ��,A�, SEC. 29-23-5 � � J. N �oF ��S � w r � � � � x GRAPHIC SCALE �0 555 �q � 0 50' 100' ISTER 1 INCH = 100 FT. ol�r,yL �� �� COPIRIGHT OO 2015, D.R. STRONG CIXJSULIING ENGINEERS INC. AVANA TRAILS D �j PR��T�,R��:� �,�BY � �,�B�: PEDESTR/ANACCESS aR � DA7E.•fQ/Yl/1d EASEMENT EXHIBIT �R��s PRO.�ECT NO.:110Qp �g.w�� sH�r 1 a�1 PARCEL NO. 9022 �°�""�'""E'°°"°'"°��"°°R' o�.�F�� ��