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Home My WebLink About5437Return Address: Auburn City Clerk City of Auburn 25 West Main St. Auburn, WA 98001 200011010388 6 pg 11-1-2000 10.41am $13.00 PIERCE COUNTY, WASHINGTON RECORDER'S COVER SHEET Document Title(s) (or transactions contained therein): NOV 1 R 1000 CI S OF '"URAI CFRKS OFFj6E Ordinance No. 5437 — Approves the Final Plat of Evergreen 2, (Lakeland Hills) PLT00-0008 Reference Number(s) of Documents assigned or released: []Additional reference Vs on page of document Grantor(s)/Borrower(s) (Last name first, then first name and initials) CITY OF AUBURN Grantee/Assignee/Beneficiary: (Last name first) EVERGREEN TUCCI PARTNERS, LLC Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) NE QUARTER OF SECTION 6, AND THE NW QUARTER OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST Additional legal is on page. of document. or's Property Tax Parcel/Account Number 052006-1-025 & 052006-1-026 ❑ Assessor Tax # not c� ORDINANCE NO. 5 4 3 7 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, APPROVING THE FINAL PLAT OF EVERGREEN 2 LOCATED IN PIERCE COUNTY IN LAKELAND HILLS WITHIN THE CITY OF AUBURN, WASHINGTON. WHEREAS, at the regular meeting of the Auburn City Council held on September 18, 2000, the Auburn City Council approved the Final Plat of Evergreen 2, Application No. PLT00-0008, based on the following: FINDINGS OF FACT 1. Lakeland Communities has requested final plat approval of the Evergreen 2 subdivision and all applicable conditions have been met. Evergreen 2 subdivision, is a 76 lot single-family subdivision located in Pierce County, within the City of Auburn. 2. The Final Plat is in compliance with the Zoning and Land Division Ordinance and is consistent with the City's engineering standards. The applicant has posted a bond in the amount of $138,804 performance bond to cover the remaining construction costs of the water system, the sewer system, storm drainage and streets. A bond needs to be posed for landscaping within the plat prior to recording. 3. The City Engineer has reviewed and approved said bond and has issued a certificate of improvements for the final plat. CONCLUSIONS OF LAW 1. The Final Plat is in compliance and in conformity with applicable Zoning and Land Division Ordinances and other applicable land use controls. Ordinance 5437 September 27, 2000 Page 1 2. The Plat is consistent with the Lakeland South Planned Unit Development. 3. The Plat meets the requirements of Chapter 58.17 RCW. Based on the foregoing Findings of Fact and Conclusions, the final plat is hereby approved. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1. Purpose. Evergreen 2 subdivision, is a 76 lot single-family subdivision located at the SE corner of Lakeland Hills Way and 62"d Street Way, within the City of Auburn, Pierce County, Washington, which Plat is on file with the City Clerk of the City of Auburn, and which plat is legally described on the face of the Final Plat and setforth in Exhibit "A", is attached hereto and incorporated herein by this reference. Section 2. Pursuant to RCW 58.17.170, the final plat conforms to all terms of the preliminary plat approval and complies with all requirements of Chapter 58.17 RCW and applicable state and local laws. Section 3. Constitutionality or Invalidity. If any section, subsection clause or phase of this Ordinance is for any reason held to be invalid or unconstitutional such invalidity unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this Ordinance, as it is being hereby expressly declared that this Ordinance and each section, subsection, sentence, clause and phrase hereof would have been prepared, proposed adopted and approved and ratified irrespective of the Ordinance 5437 September 27, 2000 Page 2 fact that nay one or more section, subsection, sentence, clause or phase be declared invalid or unconstitutional. Section 4. Upon the passage, approval and publication of this Ordinance as provided by law, the City Clerk of the City of Auburn shall cause this Ordinance to be recorded in the office of the Pierce County Auditor. Section 5. Implementation. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directions of this legislation. Section 6. Effective Date. This Ordinance shall take effect and be in force five (5) days from and after its passage, approval and publication, as provided by law. INTRODUCED: October 2, 2000 PASSED: October 2, 2000 APPROVED: October 2, 2000 CHARLES A. BOOTH MAYOR Ordinance 5437 September 27, 2000 Page 3 ATTEST: a4'� I ka144� Da Ile E. Daskam, City Clerk APPROVED AS TO FORM: Michael J. Reynolds, City Attorney Published: Ordinance 5437 September 27, 2000 Page 4 EVERGREEN PHASE 2 - LEGAL DESCRIPTION . A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 6, AND THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M.; THENCE NORTH 88034'43" WEST ALONG THE NORTH LINE THEREOF A DISTANCE OF 808.02 FEET TO THE SOUTHEASTERLY MARGIN OF EVERGREEN WAY SOUTHEAST PER A.F.N. 9501190204 AND A NON -TANGENT INTERSECTION WITH A CURVE CONCAVE NORTHWESTERLY THE RADIAL CENTER OF WHICH BEARS NORTH 73°41'20" WEST 1,030.00 FEET DISTANT; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND MARGIN PASSING THROUGH A CENTRAL ANGLE OF 00°56'40" A DISTANCE OF 16.98 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 430.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 37°44'40" A DISTANCE OF 283.27 FEET TO A POINT OF TANGENCY; THENCE SOUTH 55°00'00" WEST 166.23 FEET; THENCE SOUTH 53°05'27" WEST 149.66 FEET; THENCE SOUTH 55`00'00" WEST 208.95 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 35.00 FEET; THENCE LEAVING THE AFOREMENTIONED MARGIN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 84°32'04" A DISTANCE OF 51.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 912.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 14045'40" A DISTANCE OF 234.96 FEET TO A POINT OF TANGENCY; THENCE SOUTH 14°46'24" EAST 1408.51 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 4,381.50 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 00°19'1 l" A DISTANCE OF 24.46 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID 4,381.50 FOOT RADIUS CURVE; THROUGH A CENTRAL ANGLE OF 04044'52" A DISTANCE OF 363.08 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 89°20'59" A DISTANCE OF 38.99 FEET; THENCE SOUTH 09°03'20" EAST 50.00 FEET TO A POINT ON A NON - TANGENT CURVE THE CENTER OF WHICH BEARS SOUTH 09°03'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 89°20'59", A DISTANCE OF 38.99 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 4381.50 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 01 °01'31 " A DISTANCE OF 78.40 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 6; THENCE SOUTH 88°34'36" EAST, ALONG SAID LINE, A DISTANCE OF 776.60 FEET TO THE EAST QUARTER CORNER OF SAID SECTION 6; THENCE, ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 5, NORTH 89009'03" EAST 656.14 FEET TO THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 5; THENCE ALONG SAID EAST LINE, NORTH 02°01'22" EAST 238.55 FEET; THENCE NORTH 67015'59" WEST 153.56 FEET, THENCE NORTH 45°09'30" WEST 54.15 FEET; THENCE NORTH 69°40'22" WEST 105.60 FEET; THENCE SOUTH 34°56'55" WEST 87.05 FEET; THENCE SOUTH 6103442" WEST 106.34 FEET; THENCE SOUTH 86°00'31" WEST 78.76 FEET; THENCE SOUTH 86°37'08" WEST 55.19 FEET; THENCE SOUTH 89°09'03" WEST 165.13 FEET; THENCE NORTH 01°25'24" EAST 152.69 FEET; THENCE NORTH 08°3757" EAST 75.65 FEET; THENCE NORTH 37°42'58" EAST 38.05 FEET; THENCE NORTH 49°32'34" WEST l 12.53 FEET; THENCE NORTH 83°53'17" WEST 57.96 FEET; THENCE NORTH 57°03'29" WEST 100.00 FEET; THENCE SOUTH 27007'24" WEST 70.96 FEET; THENCE SOUTH 18°49'25" WEST 69.76 FEET; THENCE NORTH 69°55'17" WEST 117.67 FEET; THENCE SOUTH 79°46'31" WEST 110.44 FEET; THENCE SOUTH 69°58'01" WEST 65.00 FEET TO A POINT ON A NON -TANGENT CURVE THE RADIAL CENTER OF WHICH BEARS NORTH 69°58'01" EAST; THENCE CLOCKWISE ALONG SAID CURVE HAVING A RADIUS OF 1925.00 FEET, THROUGH A CENTRAL ANGLE OF 0°S 1'15", A DISTANCE OF 28.70 FEET TO THE BEGINNING OF COMPOUND CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 475.00 FEET; THENCE NORTHERLY ALONG SAID ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 08019'40", A DISTANCE OF 69.04 FEET; THENCE NORTH 76053'18" WEST 54.21 FEET; THENCE NORTH 08°26'51" WEST 12.60 FEET; THENCE SOUTH 75'56'20" WEST 100.00 FEET; THENCE SOUTH 65°43'54" WEST 130.54 FEET TO THE POINT OF BEGINNING.