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Resolution No. 86-45 r , ' CITY OF TIGARD, OREGON RESOLUTION NO. 86— A RESOLUTION DECLARING THE INTENT- TO FORM A LOCAL IMPROVEMENT DISTRICT TO CONSTRUCT SANITARY HEARING, IMP OVEMENI'- IN ADOPTING THE THE REA OF PRELIMINARYSW. 74TH ENGINEERINGD CHERRY AND REPORT AND TO HOLD A PUBLIC HEARING, DIRECTING THAT NOTICE OF THE HEARING BE GIVEN, WHEREAS; the City Council by Resolution No. 85--98 directed that a Preliminary Engineering Report be prepared for the construction of Sanitary Sewer Improvements, in an area generally described as SW 74th and Cherry. WHEREAS; the Preliminary Engineering Report has been completed and submitted to the Council together with a report from the Community Development Director which finds the proposed project to be feasible, and recommends this project be given first priority, pursuant to Council policy as set forth in Resolution No. 85-57. Based on the Director's findings, the Director recommends the district be formed and the improvements be rnade. NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: 1. The City council by -this resolution declares its intention to make the following improvements: Sanitary Sewer Facilities. The improvements will be located in the area described in the attached Exhibit "A". 2, The CCty Council by this resolution declares its intention to form a local improvement district and to assess the benefitted owners for, the total coca of the improvement. 3. It is the intention of the City Council that the improvements be constructed in accordance with the plans and specifications contained within the Preliminary Engineering report and entitled Preliminary En ineer's Report he 74th and Cherry Sewer Local Improvement m on tDistrict, which ay be changed in the hearings and construction Process and wh�.ch are hereby adopted, subject to amendments, a copy of said report is attached marked Exhibit "B". 4, The total estimated cost is $ 88,640 for the proposed improvements and the benefitted properties shall be assessed on an area basis to arrive at a fair apportionment of the costs among the specially benefitted properties. 5, The improvement shall be constructed by competitive bid to the lowest responsible bidder in accordance with the plans and specifications adopted as part of this resolution and entitled Preliminary Engineer's Report on the 74th and Cherry Sewer Local Improvement District 5. A public hearing shall be held at Fowler Junior High School at 10865 SW Walnut, Tigard, Oregon, on the 28th day of April, 1986 at 7:00 P.M. At k this time the City Council will hear objections or remonstrances to the proposed improvement by any property owner within the proposed local improvement district boundary. RESOLUTION NO, 86-- 7. The Community Development Director is directed to give of the Public hoaring by publication, and by indivilual mailed notice to tice all owners of lots affected by the propused improvement public hearing, at least ten days prior to the 8. All remonstrances shall be riled with the City Recorder by the of the intial hearing. Thereafter, no rclose shall be considered except as otherwise provided by Ordinance No, 85-40. PASSED: This 4/7J day of G 1986. Ma`r - City of Tigard ATTEST: Deputy City Recorder - City of Tigard f (2443P) RESOLUTION NO. 86 EXHIBIT "A" CITY OF TIGARD OREGON PRELIMINARY ENGINEERS REPORT ON THE 74TH AND CHERRY SEWER LOCAL IMPROVEMENT DISTRICT GPRI GGY Zp.♦9 oeFRT A. VdR��'�� April 7, 1986 Prepared by R. A. WRIGHT ENGINEERING, INC. Consulting Engineers 1340 S. W. Bertha Blvd. Portland, Oregon 97219 (503) 246-429 L 960.10/200.35 S PRELIMINARY ENGINEERS REPORT ON THE 74TH and CHERRY SEWER L.I.D. This Preliminary Engineers Report is submitted for considera- tion by the Tigard City Council in conformance with Section 5.B.1. of Ordinance No. 85-40. BACKGROUND A petition of support signed by four Rolling Hills area property owners was received in June 1985. Council directed staff to investigate additional interest through an area questionnaire and informal meeting. A large majority of those who attended the meeting opposed the L.I.D. Nevertheless, a pocket of support �. exists within the southeast quadrant of the subdivision. 4. A Preliminary Evaluation Report was prepared by the Interim City Engineer and submitted for Council consideration on November 25, 1985. The Council accepted the Preliminary Evaluation Report and by Resolution directed City staff to prepare a Preliminary Engineers Report. The City of Tigard retained R.A. Wright Engineering, Inc. to prepare the Preliminary Evaluation Report. R.A. Wright Engineering, Inc. prepared a preliminary sewer layout consistent with that suggested in the Preliminary Evaluation Report. The layout and the estimated cost of the project were presented to owners of property affected by the sewer at a meeting on March 18, 1986. Of the fifteen properties that would be served by the sewer, the owners of five properties expressed support for the project and three expressed opposition. Three property owners were not in attendance but were reported to have been in support of the project. i t 960.10/411.6 -1- ir SCOPE OF WORK The existing sanitary sewer connection that can best serve the area of S.W. 74th Avenue and Cherry Drive is located on 74th Avenue about 200 feet south of Cherry Drive. Sewers can be constructed north along 74th Avenue and along Cherry Drive and Fir Street as shown on the attached EXHIBIT A, PROJECT PLAN. The proposed project will include construction of the sanitary sowers shown in EXHIBIT A, PROJECT PLAN including manholes, building sewers, and surface restoration. A building sewer will be constructed to within 5 feet of the property line of eac:i property included in the proposed L.I.D. PROPOSED DISTRICT BOUNDARIES The boundaries of the proposed 74th and Cherry Local Improvement District are shown on EXHIBIT A, PROJECT PLAN and are described in EXHIBI1 B, BOUNDARY? DESCRIPTION FOR 74TH AND CHERRY SEWER LOCAL IMPROVEMENT DISTRICT. ESTIMATED COSTS An estimate of the probable cost of the sanitary sewer system described in SCOPE OF WORK is as follows: Trench Excavation and Backfill $ Manholes 25,030 Surface Restoration 9,200 Sewer Pipe 1,900 Building Sewers 16,350 Construction Contingency, 10% 6,750 6,200 Construction Subtotal $ 68,430 Technical Services, 20$ ` 13,690 Administrative Services, 5% 3,420 Interim Financing, 4.5% 3,100 Project Total $ 88,640 960.10/411.6 i _2_ s y FINANCIAL INFORMATION 4<_ Method of Assessment. This report recommends that the project costs be al--g-IJ-e- among benefited .properties within the limits of the proposed L.I.D. in proportion to the area of land within 150 feet of a property line to which sanitary sewer service is provided by the proposed sewer improvements. Rate of Assessment. The area of land within 150 feet of a property lsne or easement line to which sanitary sewer service is provided is estimated to be 337,340 square feet. The estimated cost of the project is $88,640. The unit assessment rate required to raise $88,640 from an assessable area of 337,340 square feet is $0.26 per square foot. Outstanding Assessments. As of April 8, 1986 there was an outstanding assessment on Tax Lot 2S1 !DC 801 owned by David. Metzger,in the amount of $1,754.70. There are no other outstanding City of Tigard assessmer+.s against properties to be included in the proposed L.I.D. Benefited Properties. For eacl. benefited property the tax account number (Column 1), names of the owners of record (Column 2), and the estimated assessment (Column 5) are shown on Table A. In addition to the total assessment for each property, Table A also shows the assessment area (Column 4) and assessed value of land and improvements (Column 3). Table A shows the percent that each parcel bears of the total project cost (Column 6) . Column 7 of Table A shows the relationship of the sewer assessment (Column 5) to the assessed value (Column 3) of the property. For the entire district the total net cost is 9 percent of assessed value. RECOMMENDATION It is a recommendation of this report that the Council adopt a Resolution of Intention to form the 74th and Cherry Sewer Local Improvement District in conformance with this Preliminary Engineers Report. 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F! ST..__ - ,i -T r 2 S 14-0,CA e: tJ " d 0a 2ft n N > SEWER— w cc, a __ v 30.0 , V — 32 0 340 JA �°� � ��_. 3;101 _ —.-• ,� a � 400 � Ok .v a _ S.W >- -N- z -- 4 %Akt 4 v V 200' CITY OF TIGARD ,4TH & CHERRY SEWER LID PRELIMINARY ENGINEER'S REPORT EXHIBIT A ®�®q pyeeriipp h't , sw dM PROJECT ECT PLAN �J3/Ze6-�Tv� ng s�e�sul�3ng ese�Ersa®s•� RAW 12/23,85 DWG 949-2. L1 t 1 EXHIBIT B BOUNDARY DESCRIPTION FOR 74TH AND CHERRY SEWER LOCAL IMPROVEMENT DISTRICT A portion of land situated in the Southeast quarter of Section 1, T.2S. , R.1W. , W.M. , Washington County, Oregon, and more particularly described as follows: Beginning at the southeast corner of Lot 43 Rolling Hills No. 2 subdivision; thence NO1006'E, 180 feet, to the northeast corner of said Lot 43; thence N89'241W along the south right-of-way line of S.W. Cherry Drive, 497.74 feet; thence NO'361E, 50.00 feet to the southwest corner of Lot 45 Rolling Hills No. 2 subdivision; thence NO1'40"E, 146.37 feet; thence N88'48'W, 104 feet; thence NO1'401E, 13.63 feet to the northwest corner of Lot 44 Rolling Hills No. 2 subdivision; thence 58814811E, 105.88 feet to the northeast corner of said Lot 44; thence NO1'251E, 211.06 feet; thence westerly 21.0.8 feet to the southeast corner of Lot 49 Rollling Hills No. 2; thence N01140"E, 150 feet; thence N891561E along the south right-o£-way line of S.W. Fir Street, 50 feet; thence N01'221E along the east right-of-way line of S.W. 76th Avenue 25 feet to the southwest corner of Lot 25 Rolling Hills subdivision; thence N89056'E, 145.86 feet to the southeast corner of said Lot 25; thence NO'411E, 182.61 feet; thence S89'241E, 666.29 feet to a point on the west right-of-way line of S.W. 72nd Avenue; thence southerly along said west right-of-way line 870.1 feet to a point 132 feet north of the north line of Tech Center Business Park; thence N881481:4, 285 feet to the east right-of-way line of S.W. 74th Avenue; thence SO1'06'W, 132 feet to the north line of Tech Center Business Park; thence N88'30124"W, 40 feet; thence NO1'061E, 44.65 feet; thence N 88'30`24"W, 10 feet, to the POINT OF BEGINNING, d 4 960.10/411.8 _g_