Loading...
14865 SW 74TH AVENUE ® N t N 14865 SW 74TH AVENUE r O1 C ai 7 ti .0 u �Y n ;3 ,n .n x Y TELEPHONE MkMOGRAM CITY OF TIGARD/BUILDING DEPARTMENT REASON FOR CALL/SUBJECT MATTER: DATE:-- TIME: 3,3 PHONE NUMBER:-78 Pca 41 PERSON SPOKE T0: &12 Ikoe POSITION/JOB CONVERSATION: fee RESULTS/ACTION TAKEN: : : : : : : ���� S>•� L. olr%'%/ /rl 1' ,•M'f'r'; -h"r'e"��` /%lt',r,> %` Si 7 f 1 ol NOTES/CON ENTS: FROM THE DESK OF's W w W a W MEMORANDUM CITY OF TIGARD TO: Don Bohn, Code Enforcement Officer June 27, 1991 FROM: Greg Berry, Utilities Engineer gle SUBJECT: 14865 SW 74th In response to your request dated June 24, 1991, I investigated the fill at this address . I understand that there were complaints about filling within the floodplain or wetland in violation of- Division of State Land Permits and City Sensitive Lands Permits . The fill was permitted by SL 9-85 that required the construction of an overflow channel for Fanno Creek within the floodplain. This permit also required a hydraulic and soils report as well as dedication of the floodplain. All work required by this permit has been completed except for the dedication of the floodway. The owner tells me he plans to dedicate the floodplain once all site improvements have been completed. He expects that this work will be completed within a year. All recent work has been confined to upland areas, consequently there is no violation of the DSL or Sensitive Lands Permit . Moreover, all of this work is exclusively regulated by the fill. permit . The Sensitive Lands Permit file did not contain a fill permit, but the owner assures me that he has kept the originally issued fill permit in effect . The contractor and the owner have stated that the purpose of the current work is to complete the fill as shown on the Sensitive Lands Permit and the fill permit. . On June 26, 1991 , Carl Vieweg and I met with the contractor on the site. He pointed out the one load that had been dump onto the site and said that all other work was limited to grading in preparation for more fill to be placed on Lhe t' lie al .^.o explained that the purpose of the rocks along the heel of the siupe al.-nn the creek was to contril erosion. 4:e also noted that brush and similar mateilai air-nir-H to be under the toe of the fill along area designated on the plans as a 11c-.t,.,.L a1 area to be preserved. After reviewing the Sensitive Lands Permit file, viewing the --ite, and speaking with the owner and the contractor, I recommend that the Building Division review the fill permit o determine if it, remains valid, that inspection of the fill i being conducted as requyred in the soils report, and that erosion controls conforms to current standards . If I can be of further assistcnce, please call . c : Randy Wooley d j/Gil!m-dh-re IL wLWLWAWW ■ ■ ■ wr CITY OF TIGARD -� STOP WORK ORJVVIR BUILDING DIVISION (� ���� �I 13125 SW HALL BLVD., TIGARD �d C�Y QT CCF V 639-4171 ��j , JOIE ADDRESS: 1 S #: OWNER:YOU ARE IN VIOLATION OF THE FOL L WING: AND HEREBY'NOTIFiEDTHISf _ DA',, OF _ �U.�� 19_91, AT THAT NO MORE WORKI IAL[ BE DONE ON THESE PREMISES UNTIL THE ABOVE VIOLATION HAS BEEN CORRECTED AND VERIFIED BY THE CITY. CORRECTIONS SHALL BE MADE WITHIN DAYS OF THE ABOVE DATE. FAILURE TO COMPLY WITH THIS NOTICE WILL RESULT IN THE ISSUANCE OF A CIVIL_ INFRACTIONS SUMMONS. r �-, NOT REMOVE THIS NOTICE- - --- BUILDING INSPECTOR !' BEM CITY OF TIIFARD ' February 19, 1987 OREGON 25 Years o/Service 1961-1986 Mr. & Mrs. George Roeber Mr. & Mrs. Gale Nelson 6700 S.W. 11.1th Avenue Beaverton, Oregon 97005 Re: Sensitive Lands Permit # SL-9-85 Dear Permit Holders: This letter is regarding the red tag I placed on your project at 14865 S.W. 74th Avenue on February 19, 1.987. Enclosed is a copy of the requirements that you were to do before you started any work on your site. When these items have been taken care of you may then procede with the site work. 'Thank you, R.L. Thompson Public Works Inspector RT/mj Iry Irj i v/fir' 13uil,lri rl II�IG.� � v �,4G� IVG 7stlga S W N4nuntaInRoad•W,,,LItIn,OR97068 • 401 6 1 R 6776 KAZEBEE - NELSON 13125 SW Hall Blvd,P.O,Box 23397,Tigard,Oregon 97223 (WC) 39-4171 CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY HEARINGS OFFICER I. Concerning Case Number(s): SL 9-85 . 2. Name of Owner: Mr, & Mr. George Koeber 6 Mr. b Mrs. Gale Nelson 3. Name of Applicant: Same as above Address 6700 SW 111th Ave. - City Beaverton State OR Zip 97005 4. Location of Property: Address 14865 SW 74th Ave. Legal Description 2S1 12AC lots 900 and 1200 5. Nature of Application: Sensitive Lands Permit allowing for the placement of fill and overflow channel improvements within the 100 year flood plain on property zoned I-P Industrial Park, . 6. _Action: Approval as requested �— Approval with conditions Denial 7. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant 6 owners XX Owners of record within the required distance XX The affected Neighborhood Planning Organization _ XX Affected governmental agencies 8 . Final Decision: THE DECISION SHALL BE FINAL ON December 30, ,.19859NLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained trom the Planning Department, Tigard City Hall, 12755 SW Ash, P.O. Box 23397, Tigard, Oregon 97223 . 9. Appeal : Any party to the decision may appeal this decision in accordance with 18. 32.290(A) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal is 4:30 P.M. December 30, 1985. 10. 9uestions: If you have any questions, please call the City of Tigard Planning Department, 639-4171 , 0257P I� !! W N t `l 1 BEFORE THE HEARINGS OFFICER 2 FOR THE CITY OF TIGARD 3 IN THE •MATTER OF THE APPLICATION ) FOR A SENSITIVE LANDS PERMdIT TO ) 4 ALLOW FOR THE PLACEMENT OF FILL ) No. AND OVERFLOW CHANNEL IMPROVEMENTS ) 5 WITHIN THE 100-YEAR FLOOD PLAIN; ) SL 9-85 Mr. and Mrs. George Koeber and ) 6 Mr. and Mrs. Gale Nelson, ) applicants. ) 7 8 The above-entitled matter before the Hearings Officer at 9 the regularly scheduled meeting of November 14 , 1985 , at the Durham 10 Waste Treatment Plant, in Tigard, Oregon; and 11 The applicant requests a sensitive landE permit to allow 12 for the rA acement of fill and overflow channel improvements within 13 the 100-year flood plain of Ball Creek on property zoned I-P 14 (Industrial Park) , and located at 14864 SW 74th Avenue, property 15 more specifically described as Tax Lot 900 and 1200 , 2S1 12AC, City r, of Tigard, runty 3f Washington, State of Oregon; and 17 'he Iiearings Officer conducted a public hearing on November 18 14 , 1985 , at which time testimony, evidence and the Planning Department 19 Staff Report were received; and 2n The Hearings Officer adopts the findings of fact and 21 conclusions contained .in the Staff Report, a copy of which is attached 22 hereto, marked "Exhibit A" and incorporated by reference herein; 23 NOW THEREFOR-Ts IT IS HEREBY ORDERED that SL 9-85 be and 24 hereby is approved subject to the following conditions : 25 1 . Construction of the proposed channel. and site 26 earthmoving shall not commence until after the Engineering Division Page .1 - SL 9-85 VROOGIN&MASON Altomer of law DIVE S W.Nell DWd.,Swn•vo e.o�.,,a,,0,096"970()S 19I00he a ISBJI 641 7990 iI KM I has issued approved public impro• :hent plans. The Division will require of a permit fee. 2 posting of a 100* Performance Bond and the payment 3 Also, the execution of a street or construction compliance agreement uance of approve 4 shall occur prior to, or concurrently with the iss 5 public improvement plans. SEE THE ENCLOSED HANDOUT' GIVING MORE GARDING FEE SCHEDULES , BONDING, AND *,Gi<LEMENTS . 6 SPECIFIC INFORMATION RE 2, Right-of-way for construction oi: the proposed overflow 7 building permits R channel shall be secured prior to issuance of any 9 and prior to any site earthwork activity. 10 3, No work shall occur within the flood plain from October 11 1st through April 30th unless approved by the City Engineer. 12 4 , Prior to any channel work occurring , U.S .A. shall review 13 and approve the improvement plans. 14 5. Dedication of all land below the J.00-year flood plain l5 elevation of 135 feet to the public for greenway purposes is required 16 and shall be executed on City forms. 17 6, A hydrologic study shall be prepared by a registered 119 engineer , including cross-sections and an analysis of the backwater 19 curve at low and high flows. This report shall be submitted to the 20 Engineering Division for review and approval prior to issuance of 21 aN permits. 22 7, A geotechnical- report. by a soils engineer relative to 23 the proposed filling on the site, for development thereof , shall be 24 submitted to the Citi for review prior to issuance of any permit. 26 8 , The area shown on the site grading plan (Cooper 26 Consultan':s, 1n( . , 8/16/85) as "desired buffer area" shall be Page 2 - SL 9-85 SCROGGIN 6 MASON A"orn* %of lnw 6196 RwvMon,I ,I D Oregon 97001 Tolphon•15031 641 7990 r - In its natural state. A tree cutting permit must be 1 maintained trees over 6 inches in 2 obtained from the City prior to cutting any 3 diameter which are within this area. 9 . The necessary prvrmi � ts shall be obtained from the Division �., of Engineers prior to the . + P t) .S . Army Co r1 ^ 0, coti y of 4,0; of State Londs and the of ��ceds (; issuance of any permi ts. lid if exercised within one year 7 10. This approval is va 8 of the final decision date noted below. 1985. DA EIl this / �� Y of December, 9 ) -tom 10 iJEARIN OFFICER 11 APP OVED/ , 12 , 13 ETH 0 1 15 16 17 18 19 20 21 22 23 24 25 26 Page 3 - SL 9-85 SCpp(.,G1N b MASON Allom.rr-Of lnw 0196S W Nn1101+A.,v 5110 0,000M Td.phnn. 15031641-7"0 1 IN STAFF REPORT AGENDA ITEM 2. 1 November 14, 1985 - 7:00 P.M. DURHAM TREATMENT PLANT CORNER OF HALL 6 DURHAM TIGARD, OREGON 97223 A. FACTS 1 . General Information CASE: Sensitive Lands Permit (SL 9-85) REQUEST: To allow for the placement of fill. and overflow channel. improvements within the 100-year flood plain. COMPREHENSIVE PLAN DESIGNATION: Light Industrial. ZONING DESIGNATION: I--P (Industrial Park) APPLICANT: Mr. 6 Mrs . George Koeber OWNER: same Mr. 6 Mrs . Gale Nelson 6700 SW 11.1th Ave. Beaverton, OR 97005 LOCATION: 14865 SW 74th Ave. (WCTTI 2S1 12AC, T.L. 900 and 1200) 2 Background No other land use proposals have been reviewed by the City regarding this property . I 3 . Vicinity Information The properties to the north and south are also zoned I-P. Seventy-fourth Avenue and the Burlington Northern Railroad tracks lie to the east and residentially zoned parcels (R--7 and R-12) are directly west. 4 . Site Information The property is presently undeveloped and predominantly wooded. Fanno Creek meanders in and out of the parcel near the western property line and Ball Creek crosses the northern half of the parcel from 74th Avenue to its confluence with Fanno Creek. The 100-year flood plain elevation in the immediate area is 135 feet. STAT V REPORT - SL 9-95 - PAGE 1 W W wf The applicant: proposes to place fill. within the 100-year flood plain to create one building site on each side of Ball Creek. An area of approximately 140 feet in width will be left in its natural state on each side of Ball. Creek, The channels for both creeks will not be altered, however, an overflow channel is proposed for Fanno Creek to compensate for the fill. 5, Agency and ALPO Comments The Engineering Division has the following comments: a. Because a shwer trunk line controlled by U.S.A. is located in the vicinity of the proposed overflow channel, U.S.A, should be given an opportunity to review this proposal. prior to construction. b. Fill and excavation work should not occur between October 13t and April 30th because of potential erosion or flooding problems . C . A hydrologic study prepared by a registered engineer including cross sections and an analysis of the backwater curve at high and low flows should be submitted for review before the issuance of permits . d. A geotechnical report prepared by a soils engineer will be necessary relating to the landfill areas prior to issuing building permits . j e, The necessary approvals mu4t be obtained from the Division of State. lands and the U.S. Army Corps of Engineers. Fhe Building Inspection Division indicates that a civil engineer should be involved to ensure the suitability of the fill areas for building construction. Tualatin Pural Fire Protection District has no objection to the proposal but notes that further review will be necessary when specific plans for the warehouse and office building are formulated. NPO Hsi has no objection to the application provided that all engineering requirements related to Sensitive Lands approval are followed and that the developer retain as many Douglas fir trees as possible. R FINDINGS AND CONCLUSIONS Section 18 .84 .040 of the Community DQvelopment Code contains six criteria that must, be addressed in order to approve a request within the 100--year flood plain. 1 . Land form alterations shall preserve or enhance the flood plain storage function and maintenance of the zero-foot rise floodway shall not result in any narrowing of the floodway boundary . 2. The land form alteration or development within the 100-year flood plain shall be allowed only in an area designated as commercial or industrial on the Comprehensive Plan land Use Map, STAFF REPORT - SL 9-95 - PAGE 2 3 . The land for-in alte.'ation or development is riot located within the floodway. 4 . The land form alteration or development will not result in any increase in the elevation of the zero-foot rise floodway. 5. The land form alteration or development plan includes a pedestrian/bicycle pathway in accordance with the adopted pedestrian/bicycle pathway plan. 6. The plans for the pedestrian/bicycle pathway indicate that no pathway will be below the elevation of an average annual. flood . Although some additional information will be necessary, the Engineering division is satisfied that: no encroachment or development will occur within the zero-foot rise floodway. The property is zoned I-P and this proposed land form alteration is appropriate. The proposed grading plan will allow for the installation of a bicycle/pedestrian path at a later date. The City has not required the installation of the path when it would represent an isolated segment without any legal access . The City has a policy of requiring the dedication of the Fanno Creek flood plain for open space purposes. In commercial and industrial zones, the City requires the dedication of all lane' which remains within the 100-year flood plain after a plan for mod:fyiiig the flood plain boundary is approved. Policy 3 .2.3 of the Tigard Comprehensive Plan supports this greenway dedication requirements. C. RECOMMENDATION Based upon findings and conclu- -ins noted above, the Plannirg staff recommends approval of SL 9-85 su t to the following conditions: 1 . Construction of the proposed channel and site earthmoving shall not commence until after the Engineering Division has issued approved ublic improvement plans. The Division will require posting of a 100% Performance Bond and the payment of a permit fee. Also, the execution of a street or construction compliance agreement shall occur prior to, or- concurrently with the issuance of approved public improvement plans . SEE THE ENCLOSED HANDOUT' GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS. 2 . Right--of-way for construction of the proposed overflow channel shall be secured prior to issuance of any building permits and prior to any site earthwork activity . 3 . No work shall occur within the flood pl.Rin from October 1st through April 30th unless approved by the City ErIgineer. R 4 . Prior to any ctannel work occurring, U.S.A. shall review and approve the improvement plans . STAFF REPORT - SL 9-85 -- VAGE 3 wwww ww �rw ■r 5. Dedication of all land be.l.ow the 100—year flood plain elevation of 135 feet to the public for greenway purposes is required and shall be executed on City forms. 6. A hydrologic study shall be prepared by a registered engineer, including cross--sections and an analysis of the backwater curve at low and high flows. This report shall be submitted to the Engineering Division for review and approval prior to issuance of any permits. 7. A geotechnical report by a soils engineer relative to the proposed filling on the site, For development thereof, shall be submitted to the City for review prior to issuance of any permit , 9 . The area shown on the site grading plan (Cooper Consultants, Inc. , 8/1.6/85) as "desired buffer area" shall be maintained in its natural state. A tree cutting permit must be obtained from the City prior to cutting arty trees over 6 inches :n diameter w►rich are within this area. 9. the necessary permits shall be obtained from the Division of State Lands and the U.S. Army Corps of Engineers prior to the issuance of any permits. 1.0. This approval is valid if exercised within one year of the final decision date noted below. PREPN ED BY: Keith Liden APPROVED BY: William A. Monahan Senior Planner Director• of Planninq_ 6 Development (nr.:pm/21;SP) STAFF REPORT — SL 9-85 — PAGE 4 Lai Public Notice US Army Corps of Engineers of Application Portland District Regulatory Branch for Permit P.O. Box 2946 Portland, Oregon 97208-2946 PUBLIC NOTICE DATE: 15 October 1985 rT.t?STNr nA'rF- 15 Nnmemher 1985 30-DAY NOTICE REFERENCE NUMBER: 071-OYA-4-006267 (Fenno Creek - Fill ) Interested parties are hereby notified that application has been receiv for a Depart- ment of the Army permit for certain work in waters of the United States, as described below and shown on the attached plan. APPLICANT: George Koeber and Gale Nelson 6700 S.W. 111th Avenue Beaverton, Oregon 97005 (503) 641-1901. LOCATION: Fanno Creek, River Mile 2.4, in Washington County, at Tigard, Oregon. WORK: a. Remove 3,600 cubic yards of material to create an overflow channel for flood management purposes. The excavated material will he disposed of at an approved upland site. b. Place approximately 18,500 cubic yards of fill, 3,680 cubic yards of which will impact 0.31 acres of forested wetland. C. No fill or removal will occur within Ball or Fanno Creeks. A buffer zone of 40 feet on either side of Ball Creek will be maintained in its natural state, except for limited pedestrian access. PURPOSE (Per Applicant ) : To provide an elevation above the 100-year flood plain for construction of an industrial. complex. ADDITIONAL. INFORMATION: Additional information may be obtained from Don Kliewer, Cooper Consultants, Inc. , 11675 S.W. 66th Avenue, Portland, Oregon 97223, telephone ( 503) 639-4914, or Jerome Simpson, Project Manager, or Dana Siegfried, Environmental Specialist , Portland District, U.S. Army Corps of Engineers, P.O. Box 2946, Portland, Oregon 97208-2946, telephone (503) 221-6995. NPD 16C reh 85 NPPOP-R-1 PN-006267 AUTHORITY: This permit will be issued or denied under the following authority: Section 404, Clean Water Act (33 U.S.C. 1344), for discharge of dredged or fill material into waters of the United States. SPECIAL CONDITIONS: The requested permit, if issued, shall be subject in part to the following conditions: a. All construction debris shall be disposed of on land in such a manner that it cannot enter the waterway. b. Care shall be taken to prevent any petroleum products, chemicals, or other deleterious materials from entering the water. C. Slope of riprap, bank, or excavation shall be no steeper than 2 feet horizontal to 1 foot vertical. d. All areas along the bank, disturbed or newly crea.ed by the construction activity, shall be seeded, sodded, revegetated, or given some other equivalent type of protection against subsequent erosion. WATER QUALITY CERTIFICATION: A permit for the described work will not be issued until certification, as required under Section 401 of the Clean Water Act (P.L. 95-217) , has been received or is waived from the certifying state. Waiver will be deemeo to occur if the certifying state fails or refuses to act on the request for certification within 45 days. Attached is the state's notice advertising the request for certification. SECTION 404(b)( 1) EVALUATION: The impact of the activity on the public interest wil ! be evaluated by EPA guidelines, under authority of Section 404(b)(1) of the Clean Water Act. PUBLIC HEARING: Any person tray request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. ENDANGERED SPECIES: Preliminarily, the described activity will not affect endan- gered species, or their critical habitat designated as endangered or threatened, under the Endangered Species Act of 1973 (87 Stat. 844) . Formal consultation under Section 7 of the Act is not required for the described activity. FLOOD PLAIN MANAGEMENT: Evaluation of the described activity will include con- for7nance with appropriate State or local flood plain standards; consideration of al' ernative sites and methods of accomplishment; and weighing of the positive, unc ,atrated and dispersed, and short- and long-term impacts on the flood plain. C111.T11RAL RESOURCES: The property d.escr-bed is noL a registered or eligible prop- etty in the latest published verjion of the Natio,ral Register of Historic Places. 2 # W W 7 W 1W NPPOP-R-1 006267 EVALUATION: The &tcision whether to issue a permit will be based on an evaluation of the probabl _ impact incl iding cumulative impacts of the described act iv;ty on the public interest. That decision will reflect the national concern for both pro- tection and utilization of important resources. The benefit which reasonably may be expected to accrue from the described activity must be balanced against its reasonably foreseeable detriments. All factors, which may be reltsvant to the described activity will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental con- cerns, wetlands, cultural values, fish and wildlife values, flood hazards, flood plain values, land use, navigation, shore erosicn and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber pro- duction, mineral needs and, in general, the needs and welfare of the people. ADDITIONAL REQUIREMENTS: State law requires that leases, easements, or permits be obtained for certain works or activity in the described waters. These State requirements must be met, where applicable, and a Department of the Army permit must be obtained before any work within the applicable Statutory Authority, previ- ously indicated, may be accomplishe'. Other local governmental agencies may also have ordinances or requirements wh.i .h must be satisfied b?fore the work is accom- plished. Comments on the described work, with the reference number, should reach this office no later than the expiration date of this Public Notice to become part of the record and be considered in the decision. I Department of F.n vironmental Quality 522 S.W. 5th AVENUE, P.O. BOX 1760, PORTLAND, OREGON 97207 PHONE (503) 229- 5358 Victor Atiyeh Governor PUBLIC NOTICE The following shall constitute public notice by the State of Oregon that the Department of Environmental Quality, pursuant to the requirements of Section 401 of the Clean I Water Act of 1977, PL 95--217 has been requested to certify that there is reasonable assurance that the project described in Corps of Engineers Public Notice No._ 117 -D-Y-A_4_ 006267 _ will. not violate applicable water quality standards. Comments regarding possible water quality effects of the proposed project shall be sent within 30 days to the Department of Environmental Quality, P. O. Box 1760, Portland, Oregon 97207. DEO•t O � W W \�( N ` - n , Q � 1 a ! 0 a t tam ►— �� � a . . . . . . . . . U 1-` IN ��`\ - ♦_�`�'' �'V 1, �� 1�. o• Ah a W Department of Environmental Quality 522 S.W. 5th AVENUE, P.O. BOX 1760, PORTLAND, OREGON 97207 PHONE (.503) 229- 5358 Victor Atiyeh Governor PUBLIC NOTICE The following shall constitute public notice by the State of Oregon that the Department of Environmental Quality, pursuant to the requirements of Section 401 of the Clean Water Act of 1977, PL 95-217 has been requested to certify that there is reasonable assurance that the project described in Corps of Engineers Public Notice No._ ❑71-DYA-4- -QD267 will not violate applicable water quality standards. Comments regarding possible water quality effects ( of the proposed project shall be sent within 30 days to the Department of Environmental Quality, P. 0. Box 1760, Portland, Oregon 97207. fir o for inspoct•.ions call 639-4175 CITY OF TIGARD 639.4171 DATE t4 B. . BotiP i�iAIT •;13/-./?�TNO. -Xe_oQ SUBDIVISION i' oI� Box 1. i Tigard OR 97223 TAX MAP• -- -- OWNER C�ip rLSon' JOB ADDRESSTN --- UWLDER 'jej I'J h2Td/U -r),!7 IV STATE REG.NO. _._EXP.DATE OUIL ULH S PHONE CS /-•� -?.:? ARCHITECT_ I'NUNE __ O i N _ - - STRUCTURE U NEW ❑ REMODEL O ADDITION U REPAIR U MOVE OTHER L) DEMOLfCION ❑ RESIDENCE ❑ COMM ❑ CDUCATION U IND O RELIGIOUS U ACCESSORY U GARAGE U OTHER ❑ FENCE uGCUPANCY LAND USE ZONE _p.-BLDG.TYPE _ FIRE ZONE,,,_-PLAN GHECK BY HEAT ----)r. 1-,c� T p 1 P R a >C' i 'SOy r V YZ S v_L_- �.- SEWERPERMITII ,L) -1 Q 4c GPi tX71;.-LOAD FLOOR LOAOr--.-_ tiEIOHT— _ NO-+TORIES NO.BEDROOMS VALUE BUILDING DEPARTMENT _ SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permll THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDlNQ CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES ANn ORDINANCES,AND IT IS HEREBY AGREED THAT THE PIan Ch to —" WORK WILL BE DONE IN ACCORDANCE WIT" THE PLANS AND SPECT 1 ATIONS AND IN COMPLIANCE WIT"` AL1.APPLICABLE CODES AND ORDINANC'S. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Pl.pt,F" — RESTRICTIVE COVENANTS.CONTRACTOR AND'41.18 CONTRACTORS TO HAVE CURRENT CITY BUSINESS F TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Stats Tax 3 , SDC-- _ Total •� APPLICANT OR AGENT PDC/ Prepd. _ j t ReCNpt No. A00RESS PHONE Bal.Gua . Issued By_ -Approved By-- SDC --- $ roc t-t EWER 'ONNEC SON 8 - EWER INSPECTION `� _ PY EWER SURCHARGE S_ , n n'.e n t+5: kw h C� O S ' 1 ` 1 rA- X Z477- 600 / JOB S/TE W WA7r,C,L1A/ff BONiTA « , � t5 _SAN/Tal'>!1i S�wCJ� I � WAZ-IL -- o0 c1A,c A5II11tie.LAS =7W rnurgtl 1" — AQJlJ�T \ A/W AMAIA&W-M L30TN r1 I T Rf3l�// t� FiSr• I I fcE fUt 7Zr[.�IK�'wt ( W I w ac �w�c I Q• I r • ,� ►- tilts ncH �� •z I 0 etu.�.�cc .AAAA � I I o WEST �,pt" - - — \ r - - Eri� T UC L.oT- 900 \ ' /-9q I �0eA545A?-' ------ 1 I I I I r V \ �u ru�eE �3)/� •,45h' I - v `40 I I 'III 1 MATCH i , I �- I • /00 YEA RFZ OOD EL.EI'AT/ON - — 11I - 135 ' W scQ e /� I • OA-rUM . N6 VD /�• /.3L.S • �O 3 q . •.ar577iV4 7-V,-'Oa CA.A-AVY rs el a st v - — ��5 / I • � , I' I I I I I 1 s""kfs0e,7 /Lwin 2 — ( 1 I I ' I • LCY�I r7aw. SECT�Ory r7 T?s .Q/�✓ T GA RD ►. IL 2 • J / /ff•AWeO p.f/rte O�Ed 0Al I y a i Z h T.4X LOT ZLb G I I 1 i I V I cn ' GGY_110 Y i.35 -- " '�Lf I I �, . .. I III I LAT 45'2 5 N I O :: • : GONG /T_Z' -f5'/'V in w ti �- � 4.A z'cy ` l I I I - 0 _ I� �� f Y I i : NOT TO SCALE J rz � = 9 +A, VIONMY .4 1 r 14, I � I AP --- : 4 I Tuew Ewers AKsi-aime cp,eo7K7c rv ro Z T �• 0 � P �► .'(¢, y,..: 1 I W/r,4.1 CoytfA:�4C T-Eo AkI T/l/E A"TE CIAL. + + III F/L TES F�tt3R/C •z I V I I I A/VCh414 IO�PEO F,4C/A/9 STC)wE TO SLOPE -L ABED a .• II � � / 12.1 tl o '' ``-C:f '.•4rUNEL FL4K/UrVE :� ,,• I I I I 2 M/rV \ Ir " rt4A7-C-�/ ST�Fq_M_ SU�'�CE � � •�?�= ���� I I � 2 Off' C-C,yt/�'T.PI/CT/Orli' ' r •*" - I F --+-� 6F� S TO/VE r EL i�'a0 _ } .,,�7'� � '•:��� ",�; ---- - '. v / � 5L 0/ R,AP T�CT/Dit/ L k 'rh I —��, Z Z Y > q w uj �I a uj a 1 ,/• C AA/1V EL o Q o a o u ' I•" :�./' ..;�'' �,. �:,: ,�.. ,� :..::. CRC _ _ W4!_ L_. 1 ,,fir *" :,•; '. *PAjI I r L`3F_O �' SEDGES /def Z w r ! LLJ 0 ofcc G!/7 - J'r 'T 00'F 5 201C.�C D.�F .rr I (A 1`f / 1P l/'OG ^i•d p WALL. wl4aAq, _ \ N •. a W O75xr O MTz. moo" reC.� s,!- Fw v � cr- WAu LJ U v uj 7'";4 X LOT.moo '�•;- ' ,O Lz f/,e- /,e . G1 f/ice l .�'v a I Aaldli '.rT /f'•JL4L,p I . /� r //Q . / I I 1 z �' Z _..— •�f , ala /,e �, r�,�Q�/�• • •. ''dF�.e •2o"C ( / I 1 �4��Rf/�e 1 Cf�i4/ViUEL BOTTOrt�l SECT/ON z 0 w Lu Q U6 •so -- z o w a- - ly of- >� I N I ` /4�•C,�S:`kRY \ � � � � �f7i4� `` � �o crrcc --•.� \\ ,4L1_ I ••/ /�. I J \ \ I \ I ' �O rir 9 7D rt. r(<llcr cr r,- w rlc,�) Z /�. I \ , \ ( \ o - -�� /.•ere iso -- -- PPROVED 1 WA C) \ 44,-50- 0 -s;:;)�- ` UNIFIED EWER EAG ,C`Z /3 7_' I I I I ..,SE T,1 D/V A -A BY \ a �? I I /V"OTES � AGENCY REQUIREMENTS ROCK SLOPE PROTECTION Z /i�j o I T.4X LST /�C�p ` / COMPLY WITH LOCAL STATE AND FEU n.. GL/A/VrVEL LOVYL/il/� / � _ � ERA:. LAWS 1 I I I REGULATION`" AND PERMIT REOUIREMENTS MATIRIAL: HARD, STRONG, DURABLE , CLEAN. Q TD /f�L4TG/�' 7�EAM � �0 � � Q!,QSyy / � Gi. •4 /`../Lr�SON � - -- ._ I A NGU AR ROCK SU�eFAGE r TIME ' \ CLEARING AND GRUBBING MINIMUM DENSITY: 160 PCF Q Orc CGY1/,5: L.�T.ON--- Q I SHAPE: LONGEST DIM I ENSION NOT GREATER THAN 3 cc PROTECT MONUMENTS, BENCH MARKS AND 9THER, TIMES SHORTEST REFERENCE. POINTS GRADATION -- l / I I COMPLETELY CLEAR AREAS TO BE OCCUPILO BY BETWEEN 50 AND 150 LBS: 75% BY WEIGHT W 1 _ ti �b I IMPROVEMENTS LARGER THAN 100 LBS: 30X BY WEIGHT 4 i• ( I REMOVE TREES AND ROOTS 12-INCHES BELOW SMALLER THAN 25 LBS: 10% BY WEIGHT —/30 � , , I SUBGRADE OR EXISTING GROUND, WHICHEVER IS FPLw! J! _ •- - /9L I I + LOWER PLACEMENT: PRODUCE A REASONABLY WELL GRADED AND - KEYED MASS OF ROCK MIN•MIZING VOIDS MAR 1996 3 � I 7.?" - - / • I EARTHWORK 17 5:71 \ I , I I t . FILL MATERIAL FOR EMBANKMENTS SHALL RE FREE FILTER BLANKET: TYPAR BY DUPONT, FIRRITEX BY ` ! FROM DELETERIOUS SUBSTANCES CROWN ZELLERRACH OR EQUIVALENT OBTAIN GEOTECHNICAL ENGINEERS SOIL. SAMPLE APPROVAL PRIOR TO CONSTRUCTION EROSION CONTROL REMOVE TOPSOIL (SIX TO TWELVE INCHES) AND EMBANKMENT SIDESLOPES AND CHANNEL. IMPROVEMENTS STOCKPILE PRIOR TO EXCAVATION OR PLACEMENT OF SURFACE PREPARATION: T I, ' EMBANKMENT ILL TO 4-INCH DEPTH FERTILIZER: 12-6-4 COMMERCIAL FERTILIZER r �. � r � 7'.�4 X LOT /3C�+0 ld:FC' I.7AVlES PROTECT AND MAINTAIN ALL UTILITIES APPLICATION: 1 LB. OF ACTUAL NITROGEN PER O J COMPACT EMBANKMENTS IN EIGHT (8) I'NCN LIFTS 1000 SQUARE FEET. TO 95 PERCENT MINIMUM DENSITY (ASSHT9 I FLOAT SURFACE TO SMOOTH �41 PAVMENTT, 901PERCENTHOELSEWHERER ;LAPS AND QU N SEED APPLICATION: 7 LBS PER 1000 S ARE FEET c< SEED TYPE: TALL FESCUE �- ALL CONSTRUCTION SHALL RE GRADED TO DRAIN RAKE T SEED IN 1/2 .0 1-I110CH DEEP 0 0 MULCH SURFACE WITH FINE GROUND BARK 1/8-INCHul o J IIID ih D�PTfi LL • ' V` I 1 I 1 1 1 1 1 1 1 1 1 1 1 I I I ,i1 1 IpI II, i� 1 i ,) 'I i t rs t ( ( I �I I I I 1 I I I ( I I i', ( C ; , I I I,I ( I ( I � III+I+1 1111+1111111 n��II+IIIIi+lIl111,+1111111111'I,III,III,III,I�I,III I,II�,III,III,II1,1�1,111,1'Ill "` 4p , + NOTE: IF THIS MICROFILMED I---- 2 3 4 5 F 7 9 8 10 I I 12 DRAWING IS LESS CLEAR THAN --__ THIS NOTICii-IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. --- ---- - OE sZ 9Z LZ 9? SZ tr2 EZ 22 IZ OZ 61 131 LI 91 SI hl EI ZI 11 UI L 6,_ 9 1 9 Is bI EI z 1"•i•" IIIIlI11I111111111�1111111111111111111�1111�1111G11111111I111111111111lIIIIIIItHMi1U�11111 fH111111�11,1I111111t11111tII1t11111111 N11III1111111I1ii.I1111�1111IIIt1�111111111I1111I11!±11iiil!IIIIIIIIIIIiIJ�t��IIIIIIIIIIIIIIIII91111111111U1L�L�W11�1111111I�1III11111111I1I�1111N r JUNE 3 1 9 92 SW 1/4 NE 1/4 SECTION 12 T2S R I W W. WASHINGTON COUNTY OREGON SCALE I = 100' SEE MAP 2S I 12A.B 00 S.W. a BONITA ( CR, 736 -40' WIDE ) T 117.6 5 m T 1 40 6 p' 250, 1 392.88 40 � 1 300 28.38 600 I o� $(f� 2 84 AC R Q1 2.14 AC, 500 _ I f N -AI 300 -AI o 0 N c N 0 _N � � 'J N L 1105' _ J $. c� W N ED A I 3 O n �- 1 Mir r 190.13' 424.50' � 2 381.40' N 690 52' E 700 50' --� 90 AC. S O 400 w .85 AC. S 890 52' W P 0 367.20, $ °400-M Imo° 429.70 cr r 800 Z67 AC. i c) STA. 4:k65 op M M � A O 0 ' 900 /.98 AC. N 140 � o 1000 SEE MAP .43 AC. Nw 2S 112BDo 1000- 11A I 520' 171.21' 490.24'. 40 ' 141.21 I Z 30 1316.06' 1200 Q 047 1100 589049'x1' 2300 3.53 AC. !.26 AC. 2.15 AC N 01 ` 20 l' _A_ J JC) J J N N � � 21 N ,.... Z w o 496.75' ? a A- 2 233.25'.3 74 1 Q N (Q QO 5ZQ f. 1 ✓ N 264.34' r r� f� 503.51' 1400 /.30 AC. 1300 a 22 UJ /.83 AC. ;o � w- N 6 � ~ O N N� V a 510.20' 1 ( CS, 13002 ) 316.20' 1600 { 84 AC 1500 o r.. 84 AC, ID w 17 FD ::T: R'••I o SOUTH LINE JAMES H. HICKLIN DLC.4. - r � i'i.I 9 16.8 2 40' 23 6c), t 1700 D C rT 1,76 AC. rn U c 16 o T 385.29' I 1 • , r jjj�' "_ -- -. - "---� _ ..Y a�..�_. r+�•.w"•'t `• ��. i.�,rn'.i •`a'� -1 ..rM► `• -. .�*�� _ _�.. .� '�+.:.« j,.. �{.. ..�...rw.. ...-�_. 11''«w'e�".�tuay.. .: �:r"- r+�+i14j1111%ii`i ' 1r`rfr., a._._ �ati�-7.`r:'- , �.. ��..�..- J.... _ _ ..- ..._�..�.,..,.� - : _... I � iII � � I � IIIYI I � I � III I � IIf� � I � III � I l � lll � l I � If Ilt IIII111 IItIIII IIII111 lli � rll 111111 aIIlI111 ' I{ tllll NOTE : IF THIS M IGROF I LME D ' 2 3 4 - 5 6 7 8 9 I o 12 DRAWING IS LESS CLEAR THAN THIS NOTICE; ' IT IS DUE TO THF QUALITY OF THF ORIGINAL DRAWING. Of 62 Bz t z 92 sz b? c zz 12 02 61 81 L I 91 51 b I El 21 11 01 6 9 t 9 s b - E_ z ►!II1111�1111�IIII�IIII�IIII�ItIt�1tI1I111aIItt;dtlil1tetl1It1i111i11iI11Iliultill IIII III fll1illl1lllllIlli lftl!ill IIIIIIII1111IIi11IIttII1111I1i11,1111I111d`Ill lllii�ll{I�1111�i11141-wholh Ill Itill Iill IIIIIIIimIj_ui4 11twIuUblll6i1vol11ubulwhin {yFr1 ' � , • �� � � 1,1M .•�n]1� 9�' ' !� 1. '� �� 11 ..•�.y�p 'vyWY "�� oft �w.,,.•rN � �•� � � � h J • M. � el y 44 OP 4 O f/I�►� IrE t' � A' R •�I.r N +r �•� , rw' � L+ / '�' �+►,`1.�.,+•r.., � 'r` f R �1 `-' a!V 15i '� r ♦ ��y„m s• � '. '�• r� /r :,, .... a � YYr ;,L, S ,{...r,".•.' . I ,�C ^ � +. �' �� � ,wM � •" ...rr.�r,rrrrf�- ;� .1. 1`, � 'r.Y�' J` r. 1 R ffV•••fffpprrr. 1 ` 3 r ,( r C .4 �a�[ i! �s w. �t �• > mac" � 1 �' _ � � �;; ; ..� �.y >�• � y. 'M�nd#' ��`�`r •'�.' ,��y,,. L) ,,,,fie_r`` ry,•,,<�'.,,,,•." :l- r• • �r���"" r ' i './' {. `^� .g SrA.NAiI� � P. y� , ,. .. � .. •.. � � .. .- ..ti 1 �i/ it _; q:3 ,'�; `7"� '''•# •1�, t{ '�- t•. • ,�. , PM AL rk JV I TM ^fit '•µ1'p/ +'I+ �-J•'.•,•r ;�dS'•.* �,,,ty'�n''... -�a.Ye. 'ty4— � .�;� .Iy!•, iiifff � ..r�' r,t y - AWN 1 �� 'I1pAwN�II• l' VY� � I � � � � �� ••f r t� :'y' ` .� , 1 �\•. l ..P"" Ifp �+ ��� � �r � � �r '.•11II �' j,���jy('� •t n , _l� `6 f � � • w I. y .� ! p_r �C a.e a,x.ef/ ..M•.•r, y 1 `J^'.�''. _ ♦ r Y ,�• icy.. r� 1`3�,s � � .ht: :f�'. ,�r � ��+ � •1 t ih 1 'k}"� t ��•'�•'4 4, '� • rel► wrF,;� .w ,, f w �' 1� �+ �` f� 1�.� `� '�`� '�,. ' .e .1111 'RIh� •7 .�'t� ��{_ y.� 't�. 11f �y an' i 1 �'r 1� i! { � ,Ire''• .rs Mil'N� :,�r ��"W.r J, ``1 'i'h�'• ,ti �,y ,w+` ,r•n..- Jr�' 1' }YE • r �. �'4x .r'y'' pyY/••?'�" 'f•,4^'•' M f�, :. ,Lr� ,�}"v ;.FGA. ��' -tLt� v'fi' W'-• .� n>.`^'it�'1'4U �_, ! .+, Y.... 'r>, N{ _fir y.r,4 i, ��:n _ «'• M.•1.•' /�R1� rp,w12N,F�+`,�,.� '' -�' � � I ,\' 1 y'• ; 1 � w, � _ 1 ' -..+' 1n• Nn tr: �'F�..r ) � �.LMI'r:''"•�yne;y,),. ,IUi ?.:'£.. _ r••µ �j• rt�,a� �� F � i. •✓�.�,✓ �, �v✓�:-r,+ k ,A:,Y'3 �" ����aui^""' W:1� �'7[ ,::..m's""'...,.rt,+o•.�r.-M...w.-. � - ��„� ^'Y �K I ,4 ,Jr k ,nR'�•tl pt'+•"� •ja.v,.• �".••.+ CM�•�••••"/11• '....';�'.:.. � �/ Y: �� f1: ..{.M.(✓•� r..µN �.�.Y, 1/,1V+•••�".. , I J)J.w.lJ7.eY w•rY. +. � ' � i Ir ,t - � • ,.Fr •tIRM� .�' ,w.,r< ' ..-• .."•ry+M. �. �-� 111 , ... o.pct'rlimr .rl..•», F •� V � .w •-.J a J< � Viv:'d�W-_ t.Yl�*I/rra..w•w> a+wYM'`��Innlw•�- � �• 13 ,r oil �_�i,(�"+h 3:� nTr' •ry 1" '•�. �+� >'.a1�.�;fN{01 �', �', ' A a�. 2/ Y , ` L : :oo a ' :r• WE r d p _ p t p f p t (f �'