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Home My WebLink AboutR-1306 - Segregating certain assessments in ULID No. 7.. .-I ---("01'1'(n r)~f'<,fle-L CIT Y 0 F MAR Y S V ILL E Marysville,Washington RESOLUTION NO./36 , A RESOLUTION OF THE CITY OF MARYSVILLE SEGREGATING CERTAIN ASSESSMENTS IN ULID NO. 7 WHEREAS,the city of Marysville has established ULID No. 7 and imposed assessments on all real property located within the boundaries of said ULID No.7 by Ordinance No.1146 adopted on the 27th day of October,1980,and WHEREAS,certain parcels of real property located within said ULID No.7 have requested segregation of their assessments pursuant to RCW 35.44.410 and Section 3.60.140 of the Marysville Municipal Code;NOW,THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MARYSVILLE,WASHINGTON,AS FOLLOWS: 1.Exhibit A attached hereto,and describing certain parcels of real property located within the boundaries of ULID No. 7 and indicating the assessment imposed thereon,is hereby incor- porated by this reference as though fUlly set forth herein. 2.The segregations of the real property proposed in the above-referenced exhibit are hereby confirmed and approved,and the assessments proportionately imposed on the segregated parcels are hereby confirmed and approved. 3.The City Treasurer is hereby directed to conform the assessment roll of ULID No.7 to reflect such segregation. .~~ADOPTED by t,,~1u Council and APPROVED by the thlS ~day of __L~~~~~4~'1988. Mayor ATTEST: 'ric~#hCP.1~ APPROVED AS TO FORM: THE MARYSVILLE I ,,..,. t-L.I.D.SEGREGATION CERTIFICATE, GRYNT!'e,.,HS 9S"U'orC'RX'R IX RMI!SN or MYNICIPAL S9APOlliATIONlI DATE March 24,1988 LOCAL IMP.DISTRICT REQUESTED City of Marysville ULID No.7By ORIGINAL DESCRIPTION C~\UVlo'"AMOUNTOWNERQ.1"lc.e DUE Canasa Properties L.T.D.2-001 Section 26,TWE30N-.O-'LQ5_EW1UI 318_.oLN Elj_4.,_NW l/JLless--1----.-- Mi llers Landing Road County Road .JI till D"AJ.F."1 1$47 693.26 Bowen Islan,BC Canada -!!L~'i!.2-1'l _____._ ------~---_.------ VONIGO AIC #07-262-00-10 NEW DESCRIPTIONS .._..--_.-_...-._.----_.A _-- Parcel A ~""7-1~-1~------..--_.._--..._-._---~IS,3.8!:i IJn---(See Attached EXHIBIT 1)$20 ,5.£.1~82--._-------_.---._..-....---.----------- -------_._-------------.I I I IPortionof Parcel D ale-#7-1 Cf-2- ..tSge _Atta ch_e!LEX HIBIT__2J .___"J~~'!f,'-L_~27..,101.AA---_..--..----_._-. .-._.._._-...~.._.•...-._.---...------_....- _.-~.~.--'_.. ~--------,._._..-.---_.--._-.,---_..------.._.----------_..---._"-- I-...------~-'--.---.. I ..~._.-----""-'~---.----..._- -- ---,- --- . ENGINEERS ApPROVAL COMMISSIONERS APPROVAL «-'i'-'{R.W~This is to certify that the.above parcels of land,as segregated,are suffident security far ~<;,~);It/,I'0<"the assessments charged thereon. '"-c<v ~'~/'~>~l;-.~~ 1....-:-p"_"" .''-'~"'G/s,'i.·?-<;'O :if <"J'JiONAL '(.\\r::; Larry ROo I . ,. {,' \EXHIBIT 1 A PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26,TOIoINSHIP 30 NORTH,RANGE 5 EAST,WILLAMETTE ~IERIDIAN,SNOHOMISH COUNTY,STATE OF WASHINGTON,DES~RIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 26;THENCE SOUTH 00 DEGREES 15 MINUTES 56 SECONDS EAST,ALONG THE EAST LINE OF THE NORTHWEST QUAR!ER OF SAID SECTION 26,A DISTANCE OF 494.12 FEET;THENCE NORTH e9 DEGREES 17 MINUTES 26 SECONDS WEST A DISTANCE OF 728.96 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING NORTH 89 DEGREES 17 MINUTES 26 SECONDS WEST A DISTANCE OF 550.01 FEET TO A POINT 20.00 FEET EAST OF CENTERLINE OF 715T AVENUE N.E.;THENCE NORTH 00 DEGREES 02 MINUTES 13 SECONDS EAST,ALONG A LINE PARALLEL WITH AND 20.00 FEET EASTERLY OF SAID CENTERLINE OF 71ST AVENUE N.E.,A DISTANCE OF 492.68 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 26; THENCE SOUTH 89 DEGREES 21 MINUTES 13 SECONDS EAST,ALONG THE NORTH LINE OF SAID SECTION 26,A DISTANCE 289.50 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS SOUTH 14 DEGREES 03 MINUTES 31 SECONDS WEST A DISTANCE OF 1100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 200.34 FEET THROUGH A CENTRAL ANGLE OF 10 DEGREES 26 MINUTES 07 SECOND TO THE BEGINNING OF A REVERSE CURVE,TO THE LEFT WHOSE RADIUS CENTER BEARS NORTH 24 DEGREES 29 MINUTES 37 SECONDS EAST A DISTANCE OF 25.00 FEET;THEI~CE ALONG THE -ARC OF SAID REVERSE CURVE TO THE LEFT A DISTANCE OF 38.14 FEET THROUGH A CENTRAL ANGLE OF 87 DEGREES 24 MINUTES 10 SECONDS;THENCE SOUTH 63 DEGREES 00 MINUTES 33 SECONDS EAST A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WHOSE RADIUS CENTER BEARS SOUTH 62 DEGREES 54 MINUTES 33 SECONDS EAST A DISTANCE OF 25.00 FEET;THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 38.18 FEET THROUGH A CENTRAL ANGLE OF 87 DEGREES 30 MINUTES 10 SECONDS;THeNCE SOUTH 25 DEGREES 15 MINUTES 02 SECONDS WEST A DISTANCE OF 60.18 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS SOUTH 29 DEGREES 50 MINUTES 21 SECONDS vlEST A DISTANCE OF 1040.00;THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 164.79 FEET THROUGH A CENTRAL ANGLE OF 09 DEGREES 04 MINUTES 43 SECOND;THENCE SOUTH 42 DEGREES 02 MINUTES 00 SECONDS WEST A DISTANCE OF 186.27 FEET TO A POINT THAT BEARS NORTH 00 DEGREES 42 MINUTES 34 SECONDS EAST FROM THE TRUE POINT OF BEGINNING;THENCE SOUTH 00 DEGREES 42 MINUTES :-4 SECOI~DS WEST A DISTANCE OF 100.00 FEET TO THE TRUE POINT OF BEGINNING. .,. ~.•~• EXHIBIT 2 A PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 46,TOWNSHIP 30 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 00 DEGREES 15 MINUTES 56 SECONDS EAST,ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 26, A DISTANCE OF 494.12 FEET;THENCE NORTH 89 DEGREES 17 MINUTES 26 SECONDS WEST A DISTANCE OF 728.96 FEET;THENCE NORTH 00 DEGREES 42 MINUTES 34 SECONDS EAST A DISTANCE OF 100.00 FEET;THENCE NORTH 42 DEGREES 02 MINUTES 00 SECONDS EAST A DISTANCE OF 186.27 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WHOSE RADIUS CENTER BEARS SOUTH 38 DEGREES 55 MINUTES 03 SECONDS WEST A DISTANCE OF 1040.00 FEET;THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 164.79 FEET THROUGH A CENTRAL ANGLE OF 09 DEGREES 04 MINUTES 43 SECONDS;THENCE NORTH 25 DEGREES 15 MINUTES 02 SECONDS EAST A DIS- TANCE OF 60.18 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS NORTH 29 DEGREES 35 MINUTES 18 SECONDS EAST A DISTANCE OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 38.18 FEET THROUGH A CENTRAL ANGLE OF 87 DEGREES 30 MINUTES 10 SECONDS;THENCE NORTH 63 DEGREES 00 MINUTES 33 SECONDS WEST A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS NORTH 62 DEGREES 54 MINUTES 33 SECONDS WEST A DISTANCE OF 25.00 FEET;THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 38.14 FEET THROUGH A CENTRAL ANGLE OF 87 DEGREES 24 MINUTES 10 SECONDS TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT WHOSE RADIUS CENTER BEARS SOUTH 24 DEGREES 29 MINUTES 37 SECONDS WEST A DISTANCE OF 1100.00 FEET; THENCE ALONG THE ARC OF SAID REVERSER CURVE TO THE LEFT A DISTANCE OF 200.34 FEET THROUGH A CENTRAL ANGLE OF 10 DEGREES 26 MINUTES 07 SECONDS TO A POINT ON THE NORTH LINE OF SAID SECTION 26;THENCE SOUTH 89 DEGREES 21 MINUTES 13 SECONDS EAST,ALONG THE NORTH LINE OF SAID SECTION 26 AND THE SOUTH LINE OF SAID SECTION 23,TO THE POINT OF BEGINNING. 15