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SLR1990-00003POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. •... £ t ' *rn'. .A n— .fi— .aw -� ,r. _.v., . ��_ ._:r-'�X•r� s , . +!� °. of Durham Rd. S. of 113th Ave. 251 15A, 1800,1801,1900 & 2S1 1.5A : r 68001 XY$ 57.:: t". Jd' J:.= k"• Cd. .,.l�:{4':lkY.`.'1.':..:3-01:".: �d� .,,:�._k�fri*�y#o ""•:Mir�:xl�, :x ��"s� *5ti51w�::Px,.UKr'kfaw:Y; r�M �,�, AFFIDAVIT OF MAILING depose being first duly sworaaffirm, on oath and say: (Please print) That I am a for The City of Tigard, Oregon. That I served NOTICE OF PUBLIC BEARING FOR: V That I served NOTICE OP DECISION FOR: _ZCity of Tigard Planning Director Tigard Planning Commission Tigard Hearings Officer Tigard City Council A copy (Public Hearing Notice/Notice of Exhibit "A") was mailed to each named attached list marked exhibit "B" on the said notice NOTICE OF DECISION as hereto bulletin board on the J litlf.day of in the United States Mail on the) postage prepaid. Decision) of which is attached (Marked persons at the address shown on the —1142 day of attached, was posted on an appropriate 19j; and deposited day of Prepared Notice/Pogtg4LJFor Decision Onial Sub fid'vd10::Eagorn/affirm to me on the day o 19. • tA . , • 1111a, '444.444111/446 40 Pe 'son who deliVered to POST OFFICE NOTARY PUBLIC OF OREGON My Commission Expires: a. co 4 , " 4 .0 t 4 , - 4 4 CITY OF TIGARD NOTICE OF DECISION SENSITIVE LANDS REVIEW SLR 90-0003 UNIFIED SEWERAGE AGENCY 6. --Adork A APPLICATION: A request by the Unified Sewerage Agency for sensitive lands approval to construct a sanitary sewer within a designated drainageway. Location: The drainageway is located south of Durham Road, west of the Rebecca Park Subdivision, and east of SW 113th Avenue (WCTM 231 15A, Tax Lot 1800 and WCTM 231 15AA, Tax Lot 6800). Zoning: R-4.5 (PD) (Residential, 4.5 units/acre, Planned Development) and R-25 (Residential, 25 units/acre). DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted below: A. FINDINGS OP FACT 1. Background Tax Lot 6800 is public open space created through the approval of Rebecca Park Subdivision by the Planning Commission in December, 1988 (Zone Change Ze 88-05, Planned Development PD 88-05, Subdivision S 88-08, Variance V 88-36). A pathway through the parcel providea pedestrian access to the wooded drainageway from SW ChateaU Lane. Tax Lot 1800 along with the adjacent Tax Lot 1700 to the north were involved in a recent Site Development Review approval for construction of a 172 unit apartment complex to be located at the southeast corner of Durham Road and SW 113th Avenue (Site Development Review SDR 90-0003). No other land tide or development applications regarding these properties have been reviewed by the City of Tigard. 2. Vicinity Information The subject parcels are adjacent to other properties zoned with the City's R-4.5 zone to the oast, and the City's R-25 zone to the north. Propertied to the south and WelSt are zoned by Washington County with th. R-5 (Residential, 5 units/acre) zoning district. Single family residences are iodated on properties to the weat, south and east. The recently constructed Oak tree Apartments are located to the north on the northeastern branch of the ravine, the previously mentioned proposed 1/2 unit apartment complex Would be located to the north on the northwestern branch of the ravine. J. Site thkotm4tioh and Proposal • The dUbjeCt • ataihageway/iiivihe•ie iodated eouth-of.Datham Aoadi west of ittebeot4 dubdivieioti and • • �a5 t of SW. 11th AV00004 The taVitio• atope. • from an elevation •ot approximately 170 feet. NOTICE OF DECISION Ottt•OC),,..,0003 USA • Page - • , ' '"""- el" 'et along Durham Road to 102 feet at the Tualatin River. The ravine contains steep banks, is heavily wooded, and contains primarily native understory vegetation. The northern segment of the ravine branches into two sub-areas leading to Durham Road. The applicant proposes construction of .:, 344 foot long 8-inch sewer line within the ravine. The sewer construction is being financed through a local improvement district involving several parcels abutting the drainageway. The proposed sewer would extend from an existing 12-inch sewer line in Tax Lot 6800, northwesterly across an intermittent creek and northward to Tax Lot 1800. Only a short portion of the proposed sewer line would be located within the City of Tigard, approximately 60 feet on Tax Lot 6800 and approximately 15 feet on Tax Lot 1800. A separate p.rmit has been applied for from Washington County with r:,.gard to the area in which the sewer will cross lands under Washington County's jurisdiction. No area within the City of Tigard considered for construction is within the 100 year flood plain of the Tualatin River. 4. Agency and NPO Comments The Engineering Division has the following comments: a. b. reviewed the proposal and provides The applicant has submitted detailed construction drawings as well as a project description. The LID includes 2 parcels: Tax Lot 1800 is currently within the City, and Tax Lot 1801 which is outside of the City. The proposed line also crosses Tax Lot 1900 which is not in the City, or Within the LID, as well as a City owned parcel. An easement across Tax Lot 1900 had been provided, and an easement across the Citylei parcel has been applied for C. subsection 6.A of the agreement between the City and USA provided that "the Agency will not extend serviced to art;ad outside the City.i.except with the prior approval of th City where Use of City facilities is necessary to Serve such area, or Where Such dread are contiguous to ii ih the near Vicinity of the City' os boundarie.i" Policy 10.2.1 of the Comprehensive Plan provide d that "the City shall not approve the extension Of City or Unified Sewerage Agency lines except: a. Where applications for annexations fdr them. Properties have been auhititted to the City; or b. where nOtirdMohatrance agreement to ahnek thee propertied ha a been signed and tedoededisei de Ci where the epplicablo State Cr County health agency had declared that there is a potentiai Cr eminent health hatatd." At the request of the Unified Sewerage Agency, the OWnord of Mitittdt 60 bEdliiliON SLR 90 -0003 ,.. USA Page 2 „ , , , ' • n , , „ - • � :.. —.. r y Ya - - _'orb : . - h . .. : a .. #< ., _•.tw : _... . 1z•' J - . 2 } 7 _ S° •6 "" � sA � -a: k -�.: . �.. -. ' . :�,4 t - LEultilL .' . . ...c. , ._ . .. _ p - ms tiF a r a .` . _ - r e_: ..._ «z , .. r 2 t l fi ; .. r _ __ . . .. _ r a .. _:.r -. �. .. , -� - w may..- - _. :.. t : . " -r . . .- a .. .. ..<: w.n.,ii- s` - _ • ; .,T ., :r.. .•,i.. : • _ x s • .>Y. r „.: . .. „ -<: -. "Z, ,r.. _r'. �4... • Tax Lot 1801 have signed a statement expressing the need to annex to the City before connecting to the sewer. The Engineering Division is not aware of any similar statements from the owner of Tax Lot 1900 or of any desire to connect to the proposed line. d. The proposed construction is a land form alteration within a drainageway that requires meeting the approval standards set out in subsection 18.84.040 C of the Code. The proposed construction meets these standards so long as scheduling, ground restoration, and erosion control is adhered to as described in the submitted construction plans and project description. The Building Division has reviewed the proposal and has comment,.d that a list of all properties that zre participants in the local improvement district must be submitted to the Building Division for future sewer hookup fee calculations. The Tualatin Valley Fire and Rescue District has review.d the proposal and has commented that although the District has no objections, the District would like to be informed whether any roads in the immediate area will need to be closed during the construction of the sewer ext.nsion. PGE, GTE, the Tigard Water District and the City of Tigard Field Operations Department have reviewed the proposal and have issued no comments or Objections. No othar comments have been received. B. ANALYSIS AND CONCLUSION ComMunity Development Code Section 18.84.015.8 states that underground Utilities are permitted in sensitive lands areas subject to obtaining permita from the applicable city review body. ComMunity Development Code Section 18.84.01500 requires that landform alteration or development within a drainageway not within a 100 year flOodplaln area be reviewed by the Planning Division subject to the approval criteria for a Sensitive Lands permit. Code Section 18.84.0406C Contains the following criteria whereby the Director shall make fihdingd when reviewing an application to approve a landfOrM alteration or deVelOpment within a drainageWaYi a. The extent and nature of the propOSed land form alteration or development will not Create Site didtdtbandee to the extent greater than that tequited for the Udet b, The proposed land form alteration or development will not result in erosion, dttedM tiedithentatiOn, ground inotabiiity or other adVerse on-site and off -tate efteotd or hazards to life or PeoPektY4 iledtd4 tik•btdr4160 Stitt .004603 .081i Page 3 c. The water flow capacity of the drainageway is not decreased; d. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.100, Landscaping and Screening: e. The drainageway will be replaced by public facility of adequate size to accommodate maximum flow in accordance with the adopted 1981 Master Drainage Plan; f. The necessary U.S. Army Corps of Engineers and 'state of Oregon Land Board, Division of State Lands approvals shall be obtained; g Where land form alteratione and/or development are allowed within and adjacent to the 100-year flood plain, the City shall require the dedication of aufficient open land area within and adjacent to the flood plain in accordance with the Comprehensive Plan. This area shall include portions of a suitable elevation for the construction of a pedestrian/bicycle pathway within the flood plain in accordance with the adopted pedestrian bicycle pathway Plan. The extent and nature of the proposed land form alteration and development that are necessary for installing the sewer line will not create site disturbancea which are greater than are necessary for construction. The applicants state that the intent is to restore the ground surface to as close aa possible to its original condition. The applicants have submitted a detailed erosion control plan which is intended to limit erosion and stream sedimentation resulting from the ground disturbance. The applicants have noted that construction is planned for the anticipated dry season during the summer of 1990. Because the drainageway will be restored to its original contours after construction, this project is not anticipated to change the capacity of the drainageway for stormwater floW. The applicant's plans indicate that four alder trees will be r.moved from land under the jurisdiction of Washington County in order to construct the sewer extension. No tree reMoval has been indicated to be necessary within land under the City's juriediction. The applicants" sUbmittal notes that the area will be reseeded with grass seed and trees after final construction i Because the project will not disrupt the ability Of the drainageway to conduct etormwater flow, there is no need for replacing any public fadilitied. The proposed sewer line construction Within the City of Tigard is not within the 100 y at flood plain of the Tualatin Rivet or Within designated significant Wetlands. Therefore, Ti . a. Army corps of Engineers and Oregon Divieion of State Lands aPProValS are not necessary 6 Tax Lot 6800 has previously been dedicated to the City of Tigard for greefiway/open apace pUrposes. The portion of Tax Lot 1600 within the idathilith drainageway has been required to be dedicated to the city of Tigard aS greenway/open spade as a Condition of approval of SDR 90.-0003. motut tho' atto tith 0401 U8A Page 4 MMOI§..RWOM'A • • C. DECISION Because the applicable criteria are Satisfied as described above, the Planning Director's designee APPROVES Sensitive Lands Review application SLR 90-0003 subject to the following conditions: 1. The applicant shall manage the construction so that the drainageway is restored to the original elevations, construction is restricted to the dry season, and scosion control is provided as described in the submitted construction plans and project description. STAFF CONTACT: Greg Berry, Engineering Division, 639-4171. 2. The applicant shall submit the construction schedule to the Engineering Division before permitting work to begin. STAFF CONTACT: John Hagman, Engineering Division, 639-4171. 3. The applicant shall submit reproducible as-constructed drawings to the Engineering DiviSion. STAFF CONTACT: John Hagman. 4. The applicant shall not allow any property to be connected to the new sewer except properties within the corporate limits of the City of Tigard. STAFF CONTACT; Greg Berry. THIS APPROVAL XS VALID IF EXERCISED WITHIN 18 MONTHS OF THE DATE OF FINAL DECISION NOTED BELOW. D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to The applicant ...nd owners x. Owners of record within the required distance x The affected Neighborhood Planning Organization ......x_Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 5/29/90 UNLESS AN APPEAL IS FILED. 3. Appeal: Ay patty to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 10.32.370 of the Community Development Code whidh proVides that a written appeal must be filed with the city Recorder Within 10 days after notice is given and pent. Appeal fee Schedule and forme are available at Tigard City Hall; 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal id 3:30 .m MAY 29. 4. Queetione: tf yoti haVe gneetionsy please call City of Tigard Planning Department; City of Tigard city Hall, 13128 sw Hall Blv • Tigard; Oregon. NOTICE OF DECISION - SLR 904003 USA Page 5 44.4 PRElp.:01. D B jJer ffer •ent iew Planner AMMO D BY: Keith Liden Senior Planner brAVOLR90-03.jo DURHAM RD. co LID. BOUNDARY t CITY LI M ITS NOTICE OV bit0X$16M. -SA.' • Page 6 2$115AA-00700 ELTON, MICHAEL 1) 17311 SW CANYON DR LAKE OSWEGO OR 97034 2S115AA-,00900 WEST-BELL, INC 29765 TOWN CENTER LOOP WILSONVILLE OR 97070 28115AA.,01400 LISSY* WALTER A DOROTHY H 16455 SW 108TH TIGARD OR 97223 2S115AA-01600 CITY OF TIC PO BOX 23397 TIGARD OR 97223 2S110DD-.90011 eekeweito esip sr °ewe SUMMERFIELD APARTMENTS BY SIMMCO PROPERTIES* INC 400 SW SIXTH AVE STE 805 PORTLAND OR 97208 265110DD-90032 CHADWICK, HAROLD J & CONNIE L 10980 SW MEADOWBROOK DR #3 TIGARD OR 97223 2S110DC-00900 HAYDEN CORPORATION 900 N TOMAHAWK ISLAND DR PORTLAND OR 97217 2S115AA*-00901 TIGARD* CITY F PO BOX 23397 TIGARD OR 97223 2S1I5AA-01500 ..................... MONEY, DAVW REiTH 16527 sW 108TH TIGARD OR 91224 281100D-00400 ..................... Willa, ALBERT ADA 10985 SW DuRHAH RD TIGARD OR 91223 2s110DD-90042 nEBAi Ems 20980 sw ImADomum= DR #4 =GARD OR 91224, 2sl1rmo _01700 BISHOP, LAVERNE - ESTATE OP 1008 BALBOA AVE BURLINGAME CA 94010 211540,,02.160. STEEL, LEON N 16446 sw 11i AVE . TIdAfib . OR 97224 STEVENS, 2S115A0-02700 LARRY b/JULIA V • 16426 6W 11 3t# tXdA10 ••• 0 -A.01224 • 28110=-00800 ...... FARWEST Assoc sumERFIELD TANGLEWOOD ASSOCIATES pcH ASSOCIATES 400 sW,S=TH AVE0.#1106 poRTLAwD oR97204 2S110D0-01000 0. FARWEST ASS0 suHHERFiELD irANGELWOOD OCIA 400 sw SI,,7e AVE #1106 pORTLAND OR 97204 2s115A0-01901 assaas o WOJAHN, ELMER ROSE 16410 SW 113TH TIGARD OR 97224 28118A0-02200 ..................... BENZ 0 GEORGE U HARGARET E 16550 SW 113TH AVE =GARD OR 97224 2SI15A0,..02702 iiiaaiiisaaaiiraispaa4414 titIVVAto W0AMAW R VAVA1d1h ANO 16445 8W 113T11 WE ttdhAb 01 '12J 25115A0-02703 MOFFAT, NO It PATRICIA 16445 SW TIGARD 3TH AVE 2S115A0-02803 MUIR, HOBERT H 16285 SW 113TH T/GARD OR 97223 OR 97223 23115A0-03101 WESTWOOD HOLDING CORP 3030 SW MOODY PORTLAND OR 97201 UNIFIED SEWERAGE AGENCY 155 N. FIRST ST SUITE 270 HILLSBORO, OR 97124 VLADO BARECEVIC 5815 sW PATTON ROAD poRTLAND, OR 97221 AVLY FLEMING 16280 SW 113TH AVE TIGARD, OR 97223 ALEX SCOTT 16380 SW 113TH AVE TIGARD, OR 97223 sug CARVER 10155 SW Ho0DviEw DR TIGARD, oR 97224 28115M-04700 ESLINGER BuILDERs, INC. 51 TOUCHSTONE LAKE 0SWEGO, OR 97035 2s115AA -04900 silgVEN Ai MANNING 4031 sg 92ND poRTLAND, OR 97266 2S115A0-02801 — . CRAIG, JAMES N AND VICKI J 16325 SW 113TH AVE TIGARD OR 97224 2S115A0-03100 WESTWOOD CORPORATION, DEVELOPERS & CONTRACTORS 3030 SW MOODY AVE PORTLAND OR 97201 2s115AA-05100 LD LARSON HOMES, INC 14896 NW TODD BEAVERTON, OR 97006 2S115AA-05300 YVONNE & JERRY KING 10969 SW CHATEAU LW TIGARD, OR 97224 2S115AA-05500 BARRY & MARGARET LAND= 10998 SW CHATEAU LANE TIGARD, OR 97224 ' 2s115AA-05700 RANDALL & DEBRA EVERS 10954 sW cHATEAU LANE TIGARD, OR 97224 • 2s115AA-05900. . ALAN BRUNE/KIM BERGSTROM 1968 A GREEN ST SAN FRANCISC0, CA 94123 2S115AA-06100 SCOTT MILLS/LINDA COOK 16401 SW 109TH PL TIGARD, OR 97224 2S115AA-05000 C.D. & MARLYs BENSON 10903 SW CHATEAU LANE TIGARD, OR 97224 • 28115AA-05200 GgftARD & ELISABETH OUELLETTE 10947 8w CHATEAU LANE TIGARD, OR 97224 s — - ' 2511 5AA -054OO NEWCASTLE HOMES INC. PO BOX 23291 TIGARD, OR 97224 2S115AA05800 SAMUEL A COTTER, III 9541 SW INEZ ST TIGARD, OR 97224 2S115AA -06000 BRIAN RATTY /TRESSA MCBRIDE 10878 SW CHATEAU LANE TIGARD, OR 97223 - tRi 1i �i. .5 �� 4 i.r Pik, t. .1�.*} tlN . °. �.._i�(� . ..; r. r,r ,� I3!.,i 4 n .�.'i� �x �J�r •�t,y r �31;..t� �a.,.� .r. ��% P' rf'�4 if.k �ht ot,. �.� F., ,11`�'��r`+M"w i:..r. 1fi J:i TIMES PUBLISHING COMPANY P.O. BOX 370 PHONE (503) 684-0360 BEAVERTON. OREGON 97075 City of Ti~gaird PO I3ox 23397 Tigard g Or 97223 Legal 7556 Notice Legit Notice Advertising SITE DEVELOPMENT REVIEW SDR subject to conditions ® Tearshe PETROLEUM-2 (NPO ) has appal �3 The a re,que.st for Site Development Review approval for redevelopment of an O Duplicate existing service station (fuel sales and repairs) with a combination fuel CO (General Commer- cial) store/car wash facility. ZONE; corner (General 'Vdlaler- cial) 12825 SW Pacific Hwy. (NW Street)(W 251 sBD), Mix lots 1200,1300, & 1400) AFFIDAVIT OF PUBLICATION A FE OF OREGON, ) s. UNTV OF WASHINGTON, ) Judah Koehler depose y that I am,the Advertising ng first duiy swarm, epose and sa Tigard Times_,—, ectar, or his principal clerk, of the_ towapaper Of, general circu ion s defined in ORS 103.010 103.020, published at res id co my and statei that th r �leR ctn n(11 ? mere s SD�QO.:� arinted copy of which 61 hereto annexed WAS published in the tire issue of said newspaper far _ n�.e.._ _:r atiecesame and ,naecutive in the foiioWin0 issues: May 10 , 1990 tut scribed and sworn t ,My •Connnnissio AFFIDAVIT before me this 1Uh d Ofa 1 SENSirrivE LANDS SLR 90 -0003 UNIFtED SEwEMGl~ AGEi C) 6) The Director has i pp subject conditions a request b allow construction sanitary seer within tthe major drainageway thi crosses SW Durham Road betwe n SW 113th Avenue and SW 108t Avenue. The co tract onarea includes public gbenway adjacent to Rebcc ca Park subdivision. ZONE E R-4.5 (Residential, 4.5 units /acre) and R -2 (Residential, c Avenue �� tax d is 500, 1 ats,�aaaaaaL�� N 1801, 1900 SW A13� 90a o d 23 1 1SAA,tax lot 6800) ' Notary Public for Oregon xpires 6/9/93 w .SENSII_MILMD APPLICATION CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 - (503) 639-4171 1, GENERAL INFORMATION PROPERTY ADDRESS/LOCATION South of S.W. Durham Rd. Ea t of S.W. 113th ,Avenue SITE SIZE 5 AC i PROPERTY OWNER/DEED HOLDER* See attached list ADDRESS PHONE tiPPLICANT* Unified Sewera e genc ADDRESS 150 N. First Avenue PHONE 648-8621 CITY Hillsboro, OR ZIP 97124 When the 'Owner and the applicant are different people, the applicant must be the purchaser of record or a leasee in possession with written aUthorization from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two Or submit A written authorization with this application. 2. PROPOSAL SUMMARY The owners of record of the subject property request a Sensitive Lands Permit to allow donstrildtion of Sanitar Sewer S Stem to serve the area. FOR STAFF USE ONLY CASE NO. SL-6Lfc)3 OTHER CASE NO'S: RECEIPT NO. 'la: g-oo,/ -7 APPLICATION ACCEPTED BY: DATE: 4/--/c) Application elements submitted: (A) Application form (1) (E) Owner's signature/written authorization (C) Title transfer instrument (1) (D) Assessor's map (1) (E) Plot plan (pre-app checklist) (F) Applicant's statement (pre-app checklist) (G) List of property Owners and addresses within 250 feet (1) (H) Filing fee (t ) --5264-00 cac, geoiaV DATE DETERMINED TO BE COMPLETE: FINAL DECISION DEADLINE: COMP. PLAN/ZONE DESIGNATION: N.P.O. Number: 3. List any variance, conditional uses, or other land use actions to , be considered as part Of this application: N/A ' 4. Applicants To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. S. THE APPLICANT(S), SHALL CERTIFY THAT: A. The above re uest does not ,violat y deed restrictions that may be attached to oE imposed upon the oubject property. B. If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and of the approval. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants 'so acknowledge that any permit issued, based on this applications may be revoked if it is found that any such statements +ire false. D. The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. DATED thIS - day of ` 19 i SIGNATURES of each owner (eg. husband and wife) of the subject property. 414, 4. -.21, ,=W11itl�=IJ = .7===w7r«uut /IFL. 4'A Tax Lot 2S1 15A 1800 LA1 PW N LOCAL IMPROVEMENT T DISTRICT PROJECT NO. 1639 LIST Or PROPERTY OWNERS Pr'o Owner 3ar.ioevic r VAndo 5815 SW Patton Road Portland, Oregon 97221 1801 Fleming, Alvy &.Kathleen 16200 SW 113th Tigard, Oregon 97223 1900 '' Scott, Alex G. 16380 SW 113th Avenue Tigard, Oregon 97223 . 2S1 I5AA 6800 City of Tigard g� 13125 S s r . Ball Blvd P.O. Box 23397 Tigard, Oregon 97223 Phone Nu 639 -4171 FLOOD 4 , . �: IN INFORMATION REOU HEFT �V • ASH1NGTON 00UNTY, ORE IDEPAMENT of LAND USE AND TRANSPOFTTATION DATE: Tax Map Moat s ems de ed for the property described by the Tax Lot No. (goo lease determine the 100/25 year Flood Plain Water Surface ieyation /Drainage Hazard Area. ood 'Plain Ihsuance Zone • , se property Is iodated a drainage hazard area, or ance requires Owndritidetermine s of the hazard ar ' eleVitions available, therefore I request cdUrity to re y: arch provide me With any available p ormat • j else enclose information on the nearest County Bench Mark for ferehae by my surveyor or engineer r;, d that it to dot' 'MI the ��o loti on o the 'Matti gbh. b on the above r. at d or t. Address State, Zip rrrI..A .r....w Pho : Do Not Mark Below Line i+�a.:+� r.uirw r�rrar Looms.. ii■oraw ■.» . war 6rar.a.s a. ' op Panel Hum. 0 effect. Date:' ►0% Ci i fri an incorporated area. P This p ro ert y Iles Please request P Information from that city L . This property is no t in a Flood Plain or Drainage Hazard Area. This property is inundated bye a Drainage azar. Area. By ordinance It is the responsibility of the property owner to i determine the elevations and Inundation for the 20 year event. The 100 year flood plain elevation is as follows, f 2.7. T !1-tiviL (Deference U.S. Army Corps of nginee rs S tudy Ma . o. 7 1974 County Map Series. Map Na.--) DA e I Bench Mark ihformdtlon n .Q do e . . :�� ,', °i.. ,'i Wyk �:.�7 ��!�.. �., i4y�d :.x•,.0.i �; �,,� ... ;rtl. il�.�% #,t,.�1 rf 3.'J'..r: lh.. ��rl ?r,� tA•� 'V r, i}:.�.�•vt ., .�t5:7. i.. BM 124.1 ir, i• .,. ,r� YA , SA` i'1N • o 'Q • 5025000m 5i 1 7, • MTIfl n- GHOLoaiCAL 6UnVrY nUTONi Vi GiN1A --1l ��8OUOm( isrArt t;ak+ltoL` 1 ,MILT: 4°22'3O' 122'4 Heavy.duty .®.. --- Ligt t.duty . =- Mcdlunl'duty Uhimpreved diet Interstate Route U, Si Route State Route OREGON • t N ,� , UIRGItJtl4 • 22092 LE .OR liNueST QUADRANGLE LOCATION tioviyiUfl its outbid cbiritiiled by GebIO§Idtli Suivt y ttdm Gilt & nlititt tiPaulUS taken tOdi arid oilier aiiutces .•r , Hid`-1141 $$tlt Iiufu Chuck, Map talitUtt I:�Itit M .� ri.i� ifru; t v$ n In i iit 4h$ Wittig ...�.:1"�t:..,. .... ..�.;szi.r +r� ,.. 1.tl.+oww«+:.i f...i +rMr.+ w= :.L.w..•w Fla; UleAVERTi N I5' aUAbRM4dL 'W i 2 n1- TF-oad t9St Fti tofu VI CD i n4 bMR I414 IV Ni • stint V6e' tt-. nnww + • elliMl '^rti'P'.f"'�1M!i1.r+►+rni ` •n�+�i wi �&aitl'!1'AI!itrge.tCAl� ■Ir 11111021=11135411123210NOLUZEMIREngstwastiged LAMPNAN LOCAL IMPROVEMENT DISTRICT (LID) Project No. 1639 PROJECT DESCRIPTION The Lampman LID consists of the construction of 344' feet of 8'-inch sanitary sewer line. The proposed line connects to an existing 12-inch sewer line that lies in the major drainageway that crosses S.W. Durham Road between S.W..113th,Amenue and S.T. 108th Avenue. The proposed Sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area. The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area. RESPONSES TO APPLICABLE CONCERNS STIPULATED IN FLOOD PLAIN AND DRAINAGE HAZARD AREA DEVELOPMENT SECTION 421, Washington County Community Development Code. 421-1 Lands Subject to Flood Plain and DEaLaRatikzard Area Standar s 421-1.2 B Delineation of The Drainage Hazard Area. Comment: The area has been cross-sectioned and for contours, trees, and drainage courses. Construction plans and specifications will require that the drainageway be restored to its original condition as nearly as possible. 421-2 gRImiltakiltaait922Ett 421-2.3 Contour map for areas immediately adjacent to a stream or drainageway. _ toittment...t, Unified Sewerage .• Agency has esisting:maps iIITE7ttOct.ContOUta Oh$Lbli will be.'oubti..„tte0.-th.. • •. • the application. Also, a 000atritet00. draWxtig. thoolho ptopoe04.totiotudtioo.sith, tie14.00tetioled contours on 2 toot intervals for the iitit60410to tite4i0,4 exietifig.ttets and water courses will be eubttti.ttea4 4214 Uses AilOotd.':....ittie014)1ALlibiLl-Vtbte4uto.4. kdtitlildhitkeitito Oodettudi.otti maintenance of deWer. lines. .tAwpittao..tIp.77,.,Ptojeat-be.sdtiptioti-P410.: .i r - J a _ r - ,,. - - •_. s t - --:._....- . ,. � _ • _ � . �+ Yr. -' - f�_ < . .. . s • . .. . � _ a• ..z. _.. c -o.. Y . .. -.. - . ' �: .. - � �-.. . _.. :- � :y - -... ems. . ? ..i. . � s. _- . • r : ice. ..,.x . . _ 421-6 Development Standards 421-6.1 The proposal will not change the flow of surface water, cause offsite compounding of flood hazards, or change the velocity of flood water flow. Comment: This project will not change the flow of surface water or cause offsite compounding of flood water .flow. The drainageway will be restored to its original contours after the sewer line has.been installed, .inspected and accepted by the Agency. 421-6.2 The proposal will not, reduce the capacity of the flood plain or drainage hazard area, or increase the flood plain elevation. Comment:. The capacity will not be reduced because fill will not be deposited in the floodway or drainage hazard area. The construction area will be returned to its original contours. 421-6.4 That the environmental impact of the disturbance or alteration of riparian wildlife and vegetation has been minimized. Comment: The immediate affect on wildlife will be iinimal because of the insignificant size of the project. Wildlife will be temporarily displaced to adjacent areas duriag construction. The construction period should not exceed two to three weeks. Trees in the area have been mapped and identified on the submitted site Plan. The vegetation currently is minimal because of the density of trees along the ravine. The area will be reseeded with grass seed and trees will be planted after final grading of the construction area. Design has been conducted to reduce the impact on the larger evergreen trees and an alignment that is out of the drainage channel as best as possible. 421-10 Criteria for Otilktieb 421-100.'2 New And replacement seders Shall be designed to . ,minimize or eliminate iotiltoti0ni01tditoh4tO• from and .shall • •comply with all applicable dbutitYi State : and Pederal .1A04 • Coxnmei€: New lines prior to acceptance by the • • Agency are cleaned, vidoodd fo r Advotdo And air' tested for leak4ge, taoittioAn•f.'Lti-- itoje0t.besetiptooti4gt•'• 421- 10.5 Construction shall minimize impact on drainageway, site restored.. Comment: As noted above, construction will be delayed until the dryer season to reduce the impact on the area. The site will be restored to its original contours, reseeded and trees planted. Creek croskings with less than 3 feet of cover will be protected with rip rap to regent p erosion around pipe 41,2, • • - • Chapter 11 ENVIRONMENTAL PROTECTION REQUIREMENTS 11.1 SCOPE This section covers the work necessary to comply with environmental protection requirements. 11.2 GENERAL REQUIREMENTS The Contractor shall properly install, operate and maintain any works as provided in this section or in an approved plan, to protect the environment during the construction of this project. Nothing in this section shall relieve the Contractor from the obligation to obtain and comply with the regulations or permits of any federal, state, or local authority. 11.2.1 Erosion Control Plan The Contractor shall provide to the Agency a copy of the approved erosion control plan from the appropriate local jurisdiction showing protection techniques to control soil erosion and sediment transport prior to any work beginning on the project. The Contractor shall minimize the length of time the disturbed work area is exposed to potential erosion by proper schedUling, limiting work area, and restoration of disturbed areas. 11.2.2 SUspeniofl of Work The Agency m upierid woeki require additIonal or different protection Mea:S'UteS' if it appeal ai .b.a--.§o4, upon observed c�nditions of the ptoie6t.i, • that thapptoved plan i insufficient to prevent envlrohmen€al harm. • Environmental Protection LEGIBILITY STRIP 11.3 DUST PREVENTION - During all phases of work, the Contractor shall minimize dust to the extent practicable, utilizing all measures necessary. The following are some methods that can be used: sprinkling haul and access roads and other exposed dust producing areas with water; applying dust palliatives on access and haul roads; sweeping of asphalt surfaces; placing wood chips or other effective mulches on vehicle and pedestrian use areas; and pre-wetting cut and borrow area surfaces and use of covered haul equipment. 11.4 STREET CLEAN UP The Contractor shall clean all spilled dirt, gravel, or other foreign material caused by the construction operations from all streets and roads at the conclusion of each day's operation. Cleaning shall be by brushing and hand labor unless approved otherwise by the Agency. Dirt, mud and debris shall not be washed or brushed into storm drain inlets or catch basinS. Within five calendar days after completion of all paving and gravel shoulder resurfacing, Contractor shall remove all dirt, mud, rock, gravel, and other foreign material from the paved surface. SATORAt4.,...VgqgTA%"1QS. The contractor shall protect and Ieave. 1ft p14-ele. natural VegetAtibrii. .A0 • far At it •ptAdtiAbl6i During clearing operatiohat ttee0. -h411 not be permitted to fall outside the authorized work area. In areas designated for telective .outtitig or clearing, care in falling and removing trees and brush bhall be taken to avoid inuring trees Aria thvitohioeh41 Protootioh. ftetititeeht. shrubs to be left in place. Where natural vegetation has been removed, or the original land contours disturbed, the site shall be revegetated as soon as practicable after construction is completed in that area. If in the opinion of the Agency, the contractor is not adequately restoring the disturbed areas behind the pipe laying operation, the Agency may stop the pipe laying operation until such time that the restoration of the disturbed areas are satisfactorily completed. 11.6 STREAM AND CREEK CROSSINGS Before any work may be performed altering or disturbing any waterway, the method of operation and the schedule of such work must be submitted to the Agency in writing and approved by the Agency. Work within the wetlands area as defined by the Oregon Department of State Lands shall be scheduled to take place as specified in the applicable permits for such work, and once started, shall be completed without interruption of the work. When the Contractor crosses a creek, materials from the trenching Shall be deposited above high water and behind riparian vegetation whenever possible. Excavation spoils and other deleterious materials, such as dirt, silt, cement, or petroleum products originating from the operations, shall not be allowed to enter stream channels nor shall such materialS be placed where they may later enter these areas. If such materials enter the stream the Contractor shall stop work on the project Until such time that the problem is corrected. Alteration or disturbance of the bank and ekisting riparian Vegetation Shall be minimized. The Contractor bhall not operate equipment in the Environmentai Protection ReqUi ements Page active flowing stream except to dig a toe trench. Stream flows shall be diverted around the work by means of a cofferdam and culvert or other suitable alternative means that are approved by the Agency. Water pumped out of any excavation shall not be discharged directly in the waterway if the discharge increases the turbidity of the waterway by more than 10 percent, unless approved by the Agency. Trees or logs used for erosion control should be arranged parallel to each other, overlapped one-third to one-half, and permanently anchored against the bank. Instream debris or trees leaning over the waterway shall not be removed unless approved by the Agency. Stream width and hydraulic conditions must be considered and care taken when restoring the creek bank so that the restoration does not increase velocity and cause erosion to the opposite bank. 11.6.1 Bank ReStoration The Contractor shall maintain shaped waterway banks no steeper than 3:1 to stabilize vegetation without approval by the Agency. 11.1 HISTORICAL AND ARCHAEOLOGICAL AREAS When burial sites, buried damp areas; or Village sites, and other distinctive archaeological or historical items are UncoVered, the Contractor shall report the aie to the Agency and the state liaison Officer. Construction operations shall be stopped until the appropriate authorities can examine the area and give cleatance tO proceed with the work. The cost of waiting or "down time" during the investigation shall be borne by the Contractor Without additional cost gAvitohitiehtal.Ptotottibft•itegOitemeht§.. SINIPAPIMPNINI r'! to the Agency. The Agency sha11, extend the time of the contract •equa,i to the amount of "down time." 11.8 MEASUREMENT AND PAYMENT All work or conditions in this section shall be considered included in to the project cost. Eriwirennmentel Ptotecta ti ko irements , • 1,k,pJ tI I 4 t . . Chapter 14 LANDSCAPE RESTORATION 14.1 SCOPE This section covers the work necessary for restoration of the landscape. 14.2 MATERIALS 14.2.1 Plants Plants shall be first-class representatives of their normal species or varieties. The branch system shall have normal development and be free from disfiguring knots, sunscald, injuries, abrasions of the bark, dead or dry wood, or other objectionable disfigurements. Trees shall have reasonably straight stems and be well-branched and symmetrical in accordance with their natural habits of growth. Grading of plants shall conform to the. "American Standard for Nursery Stock," as approved by the American National Standard Institute. Plants shall be free from plant diseases and insect pests. All shipments of plants shall comply with all nursery inspection plant quarantine regulations of the State of Oregon and the state of origin, if other than Oregon. Should it be necessary to substitute a plant of a different variety than the plant Material specified, the contractor shall secure approval from the Agency for the substitution prior to digging the plant. An approved substitute plant shall be of value at least eqUal to the Specified plant for which the substitution is being made. • l42..2 Seed. • eed shall be from blue tt-4.took and from the latest crop Av011,4bi, Landscape Pest�ratio n Page 1 • • ' 4,r a .Each ,variety shall' be-from ,tested seed and 'shall..be,delivered in standard sealed containers labeled in accordance with Oregon State laws and U.S. Department of Agriculture rules and regulations under the Federal Seed Act in effect on the date of invitation of bids. The percentage of purity, germination and maximum weed content shall be as set forth in the General Seed Certification Standard by Oregon State University Certification Board or as specified. The label shall show the variety of seed, the percentage of germination, purity and weed content, and the date of test. The seed shall have been tested within nine months of date of delivery and shall not be moldy, or show evidence of having been wet or otherwise damaged. Each lot of seed shall be subject to inspection, sampling and testing by the Agency on delivery to the project. Seed not meeting the requirements of these specifications or not labeled as specified, will be rejected and shall be replaced with seed conforming to the specifications. Grass seed may be delivered to the project as A. Mixture, providing each vatiety . of grass seed in the mixture is identified and labeled as specified or a certification from the supplier is attached giving the percentage of each variety of grass seed in the mixture and the • percentage of purity, getMinatico, and weed content. " Seed Mik .••••••••.••••..•.„.•.. •• The. seed mixes to be used on this project are as fCillOWSt . • tand6C4Pe•.kestotatioh, qatirtr WOOMARIXIMIWORIO6916.0 one lv_Lawn Areas: 40% Kentucky Bluegrass 25% Rye Grass 25% Fescue 10% Bent Grass Zone 2, Wooded Areas and Pastureland, and Zone 3 Creek Banks: 40% Faun Fescue 30% Perennial Rye Grass 15% Orchard Grass 10% Dutch White Clover 5% Timothy Grass All percentages specified are by weight. 14.2.4 Sod Sod shall be nursery grown on agricultural land cultivated specifically for sod purposes. Sod shall be weed-free and free of diseases, nematodes and insects, and shall consist of bluegrass and fine fescues or other combinations of fine texture grasses. Sod shall be mature, not less than ten months old, and shall have the approval of the Agency at the source prior to delivery to the project. Sod shall be machine cut to uniform thickness of approximately 5/8-inch excluding to growth and thatch. Broken pads and torn or uneven ends will not be acceptable. Sod shall be delivered and placed within a period of 36 hourS after harvest. Fertilizer Fertilizer shall be furnished in moisture-proof bags.. Each bag 6hall. • • be marked with the weight and the tailit2adtkitetit analysis �f the obhtehtt, ShdoW1g. the ...percentage each ingredient contained therein. Fertilizer tball.be-f4.r01110d In a dry condition free from lumps and tanddaittib. • -- •, • •••., • caking., Fertilizer .shall ibe standard commercial -gradep conforming to state and federal laws. Fertilizer shall have a minimum percentage of plant food by weight of the following: Soil preparation shall be 16 percent nitrogen, 16 percent phosphoric acid, 16 percent potash, and 5 percent iron. 14.2.6 Mulch 14.2.6.1 Straw Mulch Straw mulch 'shall consist of bent grasses, blUe graSses, fescues and rye grasses, singly or in combination. Straw mulch shall not be musty, moldy, caked, decayed or of otherwise low quality, and shall be free of noxious weeds. 14.2.6.2 Bark Mulch Bark mulch shall be ground or broken particles from bark of fir, pine, or hemlock trees and shall be free from weed Seeds, harntul bacteria or disease spores and substances toxic to plant growth. The mulch shall be of the Size commonly known as °medium bark mulch." 14.2.7. Main MttitIg shall be tatti.figi excelsior tattitig, or gOOtektiI0 • matting, as defined or equal approved In writing by •Ageitioy. Jute mating• shall be heAvy-&Y •hebtitig as ptoduooa by 'tt4■hdex--i, or oqual4 jute matting mting ha11 cSt of 4.0nifott4 open plain weave �f .jute yar. The yarn hai1 be ol l�osely twited:tonsttuctibii. • .Lae Restoration Page 4 • .and-sha11-not vary.. in .thickness by more than one,half,of its normal diameter. The weave shall provide openings approximately 1-inch square. The matting shall be in widths of 45 inches or more and shall weigh not less than 0.9 pounds per squardliwrd. It shall be furnished in continuous lengths of not less than 150 feet. Staples for use with jute matting shall be of 12-gauge or heavier steel wire bent U-shaped approximately 1-1/2 to 2 inches in width and shall be not less than 12 inches long unless hard pan soil conditions dictate and the Agency approves in writing the use of shorter lengths. 14.2.7.2 Excelsior Matting Excelsior matting shall consist of a machine produced blanket of curled wood fibers, 80 percent of which shall be of consistent thickness with fiber evenly distributed over the entire area of the blanket. The top side of the matting shall be covered with a 3" x 10 weave of twisted kraft paper having a high wet strength or a 2" x 1" biodegradable extended plastic mesh. The excelsior matting shall have a minimum dry weight of 0.8 pound per square yard plUs or minus 10 percehb. The width of the matting shall be a minimum of 16 iildhes.: Wire .staples for excelslot mattibq hall be the same as•tpedUied for jute matting. • Geotextile matting shall be a. gfooiii highly flexible Dolyinetid..t4t possessing an ihttidate three dimensional Web :WeaVeii. It Shall be a minimum • of 0415 irioh0§ think, he tatting' shall be je.e6.4,otot to Landscape '..et'otatio'..4.• Page 5 , :,..ultravlolet.lightidegradation%andhave had"-testing,tolorove,maintenance of physical properties over a minimum of 16 months. 14.3 CONSTRUCTION 14.3.1 Lawns and Landsca ed Areas, Zone 1 The Contractor shall remove and replace all trees, shrubs, plants or sod that cannot be preserved. All ornamental shrubs or plants shall be balled and carefully handled and kept watered, and replaced in their original positions without damage. Lawn sod shall be handled in a similar manner. Wherever lawn sod cannot be saved and restored, the ground must be reseeded and cared for until a stand of grass is reestablished. Installation of sod is a substitute for reseeding lawn areas. All trees and shrubs killed or destroyed must be replaced or • paid for by the Contractor. The Agency shall be the final arbiter of the value of such trees and shrubs. The Contractor shall leave the surface and planting in substantially the same or better condition as it was before the work was undertaken. Seeded Lawn Construction Seeded lawn construction shall be performed only at timo when local • weAthe and other condition s are favorable to thd.propaat.i.oft of the soil and to the getioination and growth of iltA-, Atea8-On which seeded lawn is to be shall be In a loose, • friable dohdition. for a ihilUl depth of six inches. • The area shall be made. free of vegetative matter, 4tot, olodoi roots, • and other matter detrimental to the ptepotAtioti of a good seed bed, or td5tid to the growth dt.'g.t6b4 liatid§OatiO: tieStOt4tit)4.". Page 6 111 -,..Eacharea shall be at the..established.grades.and shallvbe furnished to provide good drainage. The finished grade of lawn area shall be approximately 1/4-inch below the grades of adjacent walks, driveways and pavements. Soil conditioners, soil amendments and fertilizers shall be spread evenly over the surface of the area to be seeded, at the rate of 650 pounds per acre, and shall be thoroughly and uniformly incorporated into the upper six inches of the soil. The surface shall then be fine graded to specified grades and brought to a fine-textured, smooth and firm condition horticulturally recognized as providing a seed bed favorable to the germination and growet, of lawn grasses. The seed shall then be applied uniformly at the rate of 80 pounds per acre. At the end of the establishment period, all lawn areas will be inspected by the Agency. These areas shall have uniform green color and texture, and shall be free of weeds. The judgment of the Agency as to conformance to these requirements shall be final. Fertilizer and seed may be combined in water for application by • hydraulic mean. When fertilizer and seed are to be applied tepatately • and successively, they shall be applied in dry condition. If applied from separate compartment, the application may be don e in one operAtiOno Pettillet and seed normally shall be placed prior to ho placing o However fertili zer and seed may be applied after mulching undet the following. conditions: (I) when the mulch is punched into Int� the • Soil by mechani -zed .the4h tudh.A. modi.fled theep§foot.toilefitt. or serrated • Lndscape *OtotAtiO*....Pag0 • , flat blade discs, ,(,2) whn it., is necessary to hold ,dowilithe 'mulch with wire netting or like material, and (3) on slopes steeper than 1-1/2 horizontal to 1 veTrical where a slurry containing seed, fertilizer and water applied directly to the soil would tend to run down the slope. On areas having slopes of 3:1 or flatter, the fertilizing and seeding shall be done with grass seed drills or seeders. Regardless of the equipment and methods used, due care shall be exercised to prevent drift and displacement of fertilizer and seed. If the equipment used and the method of application result in waste of material, other equipment and method may be substituted with Agency approval. The fertilizing and seeding operations shall be conducted to avoid disturbance of areas previously prepared, fertilized, seeded or mulched, and if any such areas do become disturbed they shall be again prepared, fertilized, seeded and mulched as the Agency may direct, without additional compensation to Contractor. 14.3.1.2 Sod Lawn Sod lawn work shall be performed only at times when local weather and other conditions are favorable to the preparation of the soil and placing of sod. Fertilizer shall be spread uniformly over the area and thoroughly cultivated into the soil to a depth of six inches. Rates of applications shall be 10 pound S per 1,000 square feet. After cultivation, the area shall be carefully fine graded and rolled to provide a fine textured, smooth and firm surface, free of any undulations or irregularities. he finish grade of the sod bed shall be 1 inch below the finish grade of the walks and sod dhall be placed Landcapo•ttototatio Pe 8 • • . ■ ••■••••••,..•,r. • .... • ••• ••• • '''• • • •■ ;:■, I/4-inch belowthe finish grade:of the walks. Immediately prior to placing sod, the sod bed shall be thoroughly watered to prevent drying of grass roots. The first row of sod shall be laid in a straight line and subsequent rows. placed parallel thereto and tightly against each other. Lateral joints shall be staggered. The sod shall not be stretched or overlapped, and all joints shall be tightly butted. Sod segments containing less than two square feet of surface area shall not be incorporated in the work. After placing sod, the lawn shall be adequately rolled diagonally and watered heavily. The second application of fertilizer at 10 pounds per 1,000 square feet shall be applied and watered in thoroughly. 14.3.1.3 11.asip2141.Lls12 Mulch materials on seeded areas shall be placed not later than two Workdays after seeding. Mulch material shall be maintained in place by whatever means may be appropriate. The Contractor shall be responsible for the replacement of any material which becomes displaced prior to acceptance of the work. Mu l0 material shall be placed to a reasonably uhitott thickne within the range of 1 -1/2 to 2-1/2 inches i and averagihg approkithately 2 Inches in loote cohdition. thi,..$ rate requites aitsproximately two ions of dry mulch per 4ote4. The mulch shell be l�66 enough for 6uhlight to penetrate. and air to dirculatei but dense enough to shade the 6rouhd.,,, reduce the rate of water evaporation, and pteVent. or materially reduce �Ir of underlying toil* Mulch shall .be retained ih place. by 4PPittiP4ate means whic h ikay include, but are not limited to, the tAtidoapo tke0t6t4100.• #406 9 ;4`,”•rii ,followingl light.?spraying,with a. nontoxic. bituminous material at a rate of about 100 gallons per acre, punching the straw partially into the soil, covering the straw lightly with soil, covering with open mesh fabric or wire netting fastened to the soil, or by the prior "pegging" of the slopes with small stakes, pegs, arrow shaft material, etc., set in the ground at about two foot spacings and protruding about 3 inches. The method of placing and retaining mulch shall be at the option of the Contractor. 14.3.1.4 Trees, Shrubs, and Plants Planting shall be done either prior to June 30 or after October 15. Upon approval of the Agency, plants established and growing in containers may be planted in other than the normal planting seasons. Soil conditioners shall be mixed thoroughly with the topsoil. Pits for trees shall be at least 24 inches greater in diameter than that of the earth ball, or the spread root System of bare root trees. Depths of pits for trees shall be not less than two feet and as much deeper as may be necessary to provide a depth of 12 inches below the bottom of the ball or the spread root system of the tree. Pits for Shrubs shall be at least 12 inches greater in diameter than that of the earth ball, or the spread root system of bare root shrubs. Depths of pits for shrubs shall be not lesS than one foot and as Much deeper as may be necessary to provide a depth at leagt 6 inches below the bottom of ball or spread root system of the shrub. All planting Work, including backfilling„ Shall be in accordance with good horticultural peadtices. Plants of upright growth shall be Set tAndboape Restoration Pae Id • • lianCii.InVireWM•7•13••••=00•1•.••••••," of.proStrate type lshallbe set„,normal..to the .slope or ground surface. Plants shall be set at such a level or elevation that after settlement and placing of mulch materials they will bear the same relation to the level of the surrounding ground as they bore to the ground from which they were dug. The topsoil used in backfilling. around the plants shall be firmly and carefully tamped around the roots or ball to eliminate air pockets. If balled or burlapped plants are furnished with a burlap wrapping which has been impregnated with plastic or other nondecomposable material, the wrapping shall be completely removed after plants are placed in the holes. Otherwise, balled and burlapped plants (except those of the Ericaceous family) shall be placed with the burlap wrapping intact. Bare root plants shall have their roots spread out in a natural position equally distributed around the pit. Any roots which are broken or frayed ha i1 be cut off. Soil In excess of the amounts required tot badkfLII:ifig work in the planting areas shall be disposed of by the Con tractor in a satisfactory mariner., (Refer to Trench Excavation 8eatioh. .kemoval �f Excess .•Material.) 14.3.2 Cro 14.3:2.1 itaodi wooded 41,1d PAbtute_hteaol.........:gohe Upon compietiori: of backfilliog the Con tractor shall eittOVb. all •eitov74ted.itiatorial and replace the top doll, All..otoAa $h611. be .t4ked . and graded tc de5hfot to their original botibOut. and than be. ftee.. .tanda64p0 Restoration -•.p.A e 11 • free fiomho1es, TOugh spots.br,...othersurface features detrimental to a seeded area. The surface soil on all areas to be Seeded shall be in a condition favorable for germination and growth of grass seed. A minimum of 3 inches of surface soil shall be in a loose condition prior to seeding, free from rock, and free from clods larger than one inch in diameter. 14.3.2.2 Seeding Unless otherwise approved by the Agency, this work should be performed during either the "spring season," i.e., between February 1 and May 15, or the "fall season," i.e., between August 1 and October 15. The work shall be performed only at times when local weather and other conditions affecting the work are favorable to proper prosecution within the specified time Periods. Fertilizer and seed shall be applied uniformly at the rate of 200 pound per acre for seed and 650 pounds per acre for fertilizer. No seeding is to take place until approval of surface preparation by the Agency. The work under this specification shall not be undertaken when wind velocities would prevent uniform application of the Materials involved or when winds would drift the materials to areas on which they are not desired. Creek iot,.Z�he. 3 tbil0...„ Crook banks that have be eh disturbed by removal of vegetation Aliajtst excavation o1 iater lal during the �W se bf �i •A A:tedUlt Of dotittudtioh. Activity sh 11 be restored as de ibed in this .section. • • • • Af ter bahks have been scarified t� a point feet .boyohii-th.. top �t• ••• toAh4sdape-tteSitotatU4 - page 12 • • .• ••• ,• • •,,,•• • ,- ••••• , •v• • -.N., each,bank in accordance: with .Zone 2 requirements. Upon completion of seeding operations, jute matting amwdo shall be placed over the areas to be protected, in single thickness strips paralleling the direction of the flow of water. Matting shall be placed from 1 foot below water surface to 5 feet beyond the top of bank. Jute matting shall be held in place by wooden stakes at all four corners of each strip and at 4-foot centers along the edge of the strip at the top of the bank. In addition, staples shall be placed along lapped edges of matting in accordance with matting manufacturer's recommendations. i43.3.2 iadiigGotti1eMattij All area designated for use of geotextile matting shall be graded smooth and to finish contours. These areas shall then be seeded in accordance with Section 14.3.2.2. The geotextile matting shall be installed according to the manufacturer's recommended techniques, and must include these minimum procedures: 1) matting to be buried into trenches at terminal ends and installation perimeter; 2) matting to be overlapped between adjacent, parallel panels; and 3) matting to be ground fa5tened With metal pins, staples, or wooden stakes at least every eight feet. The Contractor shall restore wateway•bAbko h6 steeper than tiptAp pl4demotito otileso bheW1e specified 1). the Ageticy6 d1eb, . hoetodibib4 upland angular tock of sufficient site size shall be used as ripraptorylong-term.bank4armoring. Placementofv.bank protection material shall maintain normal waterway capacity or configuration. Banks shall be sloped prior to riprap placement. During sloping, bank material shall be pulled away from the water and placed in an upland site. Riprap shall have a toe trench (a foundation below the substrate level) and be tied into the bank. Gravel or filter fabric shall be placed behind riprap rock as a filter blanket. The riprap toe shall be constructed in an irregular pattern using large boulders or rock clusters off the toe to provide habitat for fish. Riprap shall be placed beginning above the bankline, and shall not be pounded into place. A soil blanket shall be placed over riprap, above high water, to hasten revegetation. 14.3.4 Res.te.gial. If a satisfactory stand of grass has not been established, the Contractor shall renovate and reseed area within the maintenance period. A satisfactory stand of grass is defined as an area of grass that has: 1. Not more than 10 percent of the area with bare Spots . • large t than one square fOOte 2. Not more than 15 petoeht of the total area with bare $pot§ larger than 6 inches square. • 14,45 ._,Wet140(1fte0tOtatl..004ZOt10. For the ateab designated as Wetlands as defined. hy. the Department of Oregon tate Lands, the donttadtdt shall tottote su�h areas as described in thloJ upOn obmpletibh of .b4dktilling the :Conttaatot ha1 1 remove all ecess LX• '+� - _ �•`� T.M i �n �fk �t � _ r_"Y' � r - Z .r A�4 LEGIBILITY STRIP •.,.,excavated materialv. The.Contractor. shall meet all permit requirements by those having jurisdiction restoring this area. The area shall be raked and graded to conform to its original contours and elevations. The surface area L,c, be seeded shall be in a condition favorable for germination and growth of grass seed. 14.3.5.1 Seeding The Contractor shall apply Zone 2 grass seed mixture, see Section 14.2.3, at a uniform rate of 125 pounds per acre and 650 pounds per acre for fertilizer. The Contractor shall then apply wild millet at a rate of 75 pounds per acre over the same area. 14.3.6 Maintenance All plant materials shall be guaranteed for one year following installation. Plants which are not in healthy condition after the one year period shall be replaced by the Contractor at no additional cost to the Agenc. Planting of replacement materials shall be in accordance with planting procedures and job conditions specified herein and replacement plant materials shall also be guaranteed for a one-year period from the date of installation. 143 7 Existing ncinq All e is€inq fenceS that are removed because of ii €f with the • new conttuotioii shall be toitioved o as to ao the.. least pot$ible damage to the fencing Vending datA4ged by the dohtt4Cbot't operations shall be teit514ced with iike mAtetial.at. doribtAdtot,g expenSe� Where greater thai I to i are dis rbd by the ooti§tttotioile tah4O4pe: :ttb.ttOtAtiOt • -fix,st reseed *im.accordance mith'the requirements.for'the,-restoration zone indicated on the plans. Then apply mulch or o;;her material approved by the Agency to a reasonably uniform thickness of 1-1/2 inches to 2-1/2 inches in depth. Mulch shall be loose enough to permit penetration of sunlight and air circulation, but dense enough to shade ground, reduce evaporation rate and prevent or materially reduce erosion of underlying soil. Retain mulch in place by applying a nontoxic bituminous material such as CSS-1, asphaltic emulsion as manufactured by Chevron Asphalt Company at a rate of 100 gallons per acre. 14.4 MEASUREMENT AND PAYMENT 14.4.1 ZonPILAIIiijal.131217jilLSELSLIC.92.Pation/ Payment for work in Zones 1 and 2 shall be made on the basis of the unit prices as stated in the Contractor's bid. Payment shall be based on the amount, in pounds, of seeds applied, but shall not exceed 200 pounds per acre. Payment shall include soil preparation and application of fertilizer and seed. 14.4.2 Zone 3 Creek Bank Restoration The measurement for Zone 3 payment shall be made on a linear foot basis. The linear foot will be measured along the center line of the sewer trench. This item will be paid for oh the basis of the unit prices as stated in the bid. • Payment shall be based on the 4thodotl in pounds, of seed applied but shall tiot 260 •pouod pr ache A6 listed in the •CoObtactottt LandScape ReStoration - Pag 16 .Payment, shall .; f aiclude eoi: .preparation; • application of- fertilizer and seed. Landsoape ktestoratioi page ? RI x:�i�i1 � A Q ;� �.. �, 11�• { vw d�IL,Y. 5,� 7 J, V4 SECTION 15 T29 R 1 W W. WASHINGTON COUNTS' OREGON SCALE inn zoo' ROAD 4/41140 — T ' I i 4.04 t- 10_11f In-. - VA*, 14 146 - IOW cittl.,?. $.60000 114 )c.8. )4001 le t N� 0841) 2300 400 SEE MA P 2S ID SEE MAP 25 I i5AA 15- SEE MAP 2S 15AD L' 4 '" . • . , , • ■ - MAP ,5A 211 24 14 46.00 1.854c, 11101 IMAM e,t I ; ' : ' :, , ... , 4 ' .,:,., NE V4 NE V4 SECTION 15 r2s RI W W.M. wAsHIN?zr COUtTY pREGON I 82EsEI MAP , DURHA (CR 420.• 40 wwtoll #001 AM AC. 05AI 544.111 moo .79 AC. 2574C, \N 1(900 1`334e, oREENtlAY • 152,03 rn 544 A A 411111 6600 ,G8 AC. , rRAct 11' 17pa srAce E , I ,424319P R SI On° 6 8*c 5490 II In ,-5500 12 S ii.4 C A 4 12, Lei Ni CHAT R11999 17 ow AR 56130 13 04;4 j570'0 4 i4 • 6201051 19 I I I I I ts 6300 20 •■• so 3 I) I0' 440c1° § W. m1.117— zd 100 W A05 AC. 4ig to' to' Iv to' so' chi um' 266 .T4 oaa e 4500 2 LAND 4.0r, 9700 .10 24 En Q. 6400 400 21 t'os 6600 it I, 6500 22 44'66' Ars .4e, 1301 iosde, 23-78 5,1606 .43AC 4 , oktENIPAY ,.... 40 2 NL, 29 " '"Iew seti,41 1700 ,98 Aa ' Isla ' ' 7 `i?...07 Li 1 .A1 70 1\) 1306 0 -ltts• .., 1 b 69 66 6 66 o 16i : A 4 1,, C) 2$ 0 V 8 A , ;11.,1 09 22 ...—. es' it'il"q DO 4 i i's, • . L A N D I 11 O. 1 1 vo'r lo' 080' 300 Aso AA 23-74 400 eloo 'w 4m" 8.3, 77021.117 7 V' ‘17.71-0""" A' i 3200 3500 5400 75 731 D 400 3500 3600 74 I 0 .,/ # 41'...:........L...........10 4...........d.....areitatar... • , tta II 14. sr" to 11"? 114.41 2000 2700 2 IV 4 t,316o 2900 ; 7 ; SEE MAP 2S 1 1008 4 13 709 GEE MAP 2S 1 10013 13 .14 13800 708V 7: )3700 14, 707 13600 Toed d3500 O' 7'05 OU3'44 413400 ir 704 SE V4 $EIM SECTION 10 T2S R WASHINGTON COUNTY OREGON SCALE el SEE MAP 2S 1 100A 11 680 I1 j1100 881 11200 133 703 682 3 606 1115001° g X 665 A rt 117 697 'lilt • 611000 coo 689 891 • • 'a 153 es 16000 160 it 0 11400 6134..■ t3&? vA, 0 S 61300001,.‘ 70 ii900 699 21303 690 tit 0E4 01 954 / 349 0,14 • 10700 $01 10900 0600 25 , 324 12300 itt 693 WO 5800 on 5700 12600 696 157 5600 158 55C 1.54 I U M M • INIT14 10600 322 10500 PT 555' 111 040. • 470 4500 4100 10.. losoo "ft 319 0200 tie .0 10400 320 .41 2 "7900 $ 295 43, St 055 i)64/.34o SUM1VIERFIELD am"*"1177797"""'"'":17,1r 4900 p. 150.: 7600 $0000 TRACT i'ku cams( coAtieoN AREA EL riar ' 09 A4 61 2-51 ° 4 2500 i . 11 d• 2E00 33 35 GOLF eoMko 3 Si 4no ,23°°36 00 til 1.4 CLASS D CLASS C MOUND EXCESS NATIVE MATERIAL 'OVER TRENCH TO ALLOW FOR SETTLEMENT i • • • .4 • • e - a UNDISTURBED EARTH UNDISTURBED EARTH NATIVE MATERIAL 3/4" =0 CRUSHED ROCK 3/4 " -0 PIPE BEDDING MIN, FOR PIPE SMALLER THAN 18` Le MIN, FOR PIPE I6 "AND LARGER TRENCH BAKFIL 1. DETAILS Unified Se ensge Age cV 7 ^ ..« Leo t eDCISTI N6 c-FieEK ackNIK LI M ITS OP CREaI CROSSING (LC'NGTM Jima , .,. a L. ,54os NATT"INes OXI N P DILL L N r"M o bierugael, cPeeK IAANK AND F4R0M ' 5° PAST TOP CI E EIS BANK TO 1 11 �' DeLOW A I . 5%P PAcI- WATh R Level Coi l ems, S` MINIMUM CoV E'R "I pAG`T NATI V MATePIAL• VVIT"a -O I P�I Lill yrs OP CREeK erRDS`aI NG CPeeI r'oi hI SItIAMK PIP CgEE.I4 0941Ks C eTLII l3ea ORIGINAL COINIPMONICOHRocret7, ANc' sago C • • • i ® ® ° •® `O •• 'i • r • O aa w p ®0 o q ® • • oe o • a d s ` '� W • 4 .. • + • , • , mow sosa mare moo, imam era re else iss, moor ammo •■■• son■ Mum :In 47•21 also 77, • ft■106 esjimsaito■ 40 e g ' 10I6c) . • .g!.0.40. Io • ;44,..VPZX 4AV JiAg,T.T.. MO q10100V. NW V1P*VAV4 NVP494 4:14V4.40N • ()4;97PV$TTP4. 1 1. if • • • 1 1 • • • 1, t „. , • • • • • • • I! 1 • • • tZZL6 HO • 4404 VAV 44PTT OP.-P5P9T. 4 ■;44VO4YN 4 00400 fzN40. "*"" 00440'I0VBTW• SHVOLL KETT MS OTt9T SSOH HMIS aNSWOM T06T0-INSTTSZ ,SH/PILHOd 'SAY Ins MS OOP SIVIDOSSH WOct v/00 if SOOMMONVX 013I411am1r(fls OBBV xsamuv4 °°'""*'°""°°"* 000T0-000TTSZ 1'OZL6 HO =VW:10d Nat* 'IM f RJXIB MS 001' SSIVIOOSSH NOd SSIH/DOSSH awmarlemn aaalaumums oassif /sum 00800 -OSOTTSZ tOZL6 UO 9OTT# • • • VULO NO f# UG 100114m0allam MS 0860T INNS °Ifas/z Z1'006-SSOTTSZ EZZL6 110 tZZL6 HO (mem au Mt= MS 5860T V0V UMW 'VAIN we— 0000-amam auvwx HINT MS LZ59T HX/UX mum 'mow 04.••••••••.w. oosto-vvslasz CZUS HO ).gc. 'auvoIx SHVOIX, L6CEZ XOS Od t0600-HHSTTSZ OLOL6 HO STITAMOSIUM &OM 11 NMO1 S9L6Z ONT 'a-xsam 0800-WSTTSZ , • .440. 4P ON01. 0.4TT •MS $4P9 • 4 4;44P/0 AVV*1 :4PNNAU., fiZZA6 q4VOZ • 44V %FIT MP. Ott9T • N NP47 4q4UP PPT4P7PITITTO4 • 0 l• 0T01'0 VO N;744a HAV v0amfg 800T 40 4.1.14s4 SMUSAVII “4dOSSIS • • •••• • te • • • '9, • • • • • • op4to..ovsTTpz LTZL6 140 amfr4404 Ua amms/ IIMVHVNOI N 006 NOIXIMOdHOO NSSXVS ••••••••••••••••••••• 120600-pamsz EZZL6 HO SHVIDIfl e# NO HOOMMOaHSW MS 08601 SINNO0 V D mum ax0xmalam m06-aa0rrsz 80U6 HO 0MVIR1Od 508 HIS amr HXXIS MS OOP OM/ 'SSIXIIHdOUd ODWNIS XS SUSKIHVdif amammems • I S a a a TT006-000TTSZ EZZL6 110 0 • EZZL6 110 mom L6E1EZ ,COS Ot DIX dO 009TO-VVSTTSZ MOLL &80T MS S81'9T H XHX0HOCI I UHVIVM 'Mina OO1'TO°1SISTTSZ OLOL6 HO manNomm &WI USX= NMOX S9L6Z ma "ma-xsam * * omo-Inisitsz tEOL6 110 °OHMS° SHIPT Uci NOXMVD MS TULA a ammo= 'NOIMS """""'""" OOLOO-AMSTTSZ 26115A0 -02703 MOFFAT, NO PATRICK, 16445 SW 13TH AVE TIGARD eeeeeeseosso OR 97223 2S115A0- 02503 ... MUIR, HOBERT H 16285 SW 113TH TIGARD OR 97223 28115A0-03101 WESTWOOD HOLDING CORP 3030 SW MOODY PORTLAND OR 97201 28115A0- 0280 % c' ,u'• .. .. .. • ..... • a . CRAIG, JAMES N AND VICKI 16325 SW 113TR AVE TIGARD OR 97224 28115A0 -03100 ..• ••. ..... WESTWOOD CORPORATION, DEVELOPERS & CONTRACTORS 3030 SW MOODY AVE PORTLAND OR 97201 Property ID : Legal Description: Owner ID 165903 ESLINGER,J3UILDERS INC Si TOUCI3STONE LAKE 0814E000 OR 97035 - Display Property Record - R2005503 '2$116 -04700 (Real Property) REBECCA PARK, LOT 4, ACRES .14 Situs Code Area : 023,74 Exemption0 Mort Lender: 1989 Tax Statas Current Levied Taxes Special Assessments *** No Taxes Due Prop Class : 1,012 Neighborhood: BP58 Year Built Living Area Sale Date : 11/17/89 Sale Price : Deed Type Inst Number : 89058568 :1989 Property Values Improvements 0 Land Total Assessed 0 Exemptions $ Taxable 0 *** Depress the RETURN key : Display Property Property ID Legal Descriptiont Owner ID t 44421 MANNING, STEVEN .4 4031 SE 92ND PORTTJAND0 O 97266 Situs Record 12005505 2$115AA-04900 (Real Property) REBECCA PARK, LOT 6, ACRES .15 Prop Class : 1012 Neighborhood BP58 Year Built Living Area Sale Date : 08/02/09 Bale Price t 25,950 Deed Type nut Nutnber 09036569 Code Area 0•3,74 ftemption:s Mort. Lender! 1989 Tax Status Current Loviod Taxes Spocial Assessments t • . *** No Taxes DUe DTvress the MITIJ1U1 key *** 1989 Property Vaittes IMproveMentS Land Total Assessed Exemptions $ Takable $ ...} :, n .� :t;..,1:k,,t4i. S f 9 -•f , i�' h`;r.,r11 r t Mtn tt (. r r j� i t t '} 4 Fatr' t,l s f i r♦ r: r 2 5i:: f r �k 4 J t 1 Display Property Record Property ID : R2005507 2 ; -06;1,00 Legal Description: REBECCA PARK LOT Beal Propearty Owner ID : 158888 ,LAksQN 140MEs xNc 14S §,6.,' TG'.:!J 1) B'1 vE'RTO T1 ,off 07006 S.tus Code Area Exemptions Mart Lender: 028.74 1989 Tax Status Current Levied Taxes Special Assessments : * r NO Taxes Due * * *- Prop Cass : 1012 Neighborhood: 3P58 Year Built : Living Area Sale Date 10/12/89 Sale Price : 25,950 Deed Type Inst Ntmther : 89049699 1989 Property Values $ $ $ Improvements Land Total Assessed Exemptions Taxable Depress the RETURN key Display Property Record Prbperty ID : R2005509 2S115 1A-05800 (Real Property) Legal Description: REBECCA PARK, LOT 10, ACRES :17 Owner <INC, 10965 TIOAR lD : 170714 Y'VONN k M & JERRY P C t ATEAU LI OR 97224 Code Area t 028,74 Exemptions Mort Lender: 11989 Ult. Stria us Current Levied Taxes' Special' Asses:CClents * *t *` NO 'li nes Due * ** Jt press the R ITU N key Prop class 1, 1012 Weighhorhoodh 1P58 Year Built Living Area Sale Date 02/08/90 Bale Prase t 129,500 Deed Type bW Inst Number 90006888 1939 Property Values (improvements $ Land $ Total Assessed $ Exemptions Taxable 0 ( +) 0 ( +) 0 ('=') 0 (r::) 0 ( =) LEGIBILITY `S - Display Property Record Property ID : R2005511 -2S115AA4*-05500 'Real Property) Legal Description: REBECCA PARK, LOT 12, ACRES .23 Owner ID : 15773 LANDOLT,'-BAAR4 L 0 MARGARET 'A 10998 SW CHATEAU LANE VIGARD'y OR 97224 Situs Code Area : 023.74 Exemptions : 1989 Mort Lender: - Improvements Land Prop Class : 1012 Neighborhood: BP58 Year Built Living Area Sale Date Sale Price : Deed Type Inst Number : 89050245 10/06/89 122,559 1989 Tax Status Current Levied Faxes Special Assessments *** No Taxes Due Total Assessed Exemptions Taxable Property Values $ Depress the RETURN key - Display Property Record - - Property ID : R2005513 2S115AA-05700 (Real Property) Legal Description: REBECCA PARK, LOT 14, ACRES .17 Owner ID : 165788 VJVER8) RANDALL C & DEBRA A 10954 SW CHATEAU LANE TXGARD, OR 97224 Situs Code Area Exempbion8 Mott Lender: - 023.74 1909 TaX Status current Levled Taxes Spoqial.Assessments *** No Taxes DUC *** Depress•the•RETURN key Prop Class Neighborhood: Year Built Living Area Sale bate Sale Price : Deed Type /not NUmber $ 1012 BP58 12/07/85 1190950 85059823 1989 Property Values IMproVements Land $ Total ASse88ed 8xemptions Taxable - Display Property Record - °- Property ID �t� P200551.5 2$ .l5 ,-05900,1; (Real Property) Legal Description: iori REBECCA PARK, LOT 16, ACRES .16 Owner ID M 165837 13RUNE, . ALAN X AND, aEROSTROM, KIM 196,6 A GREEN ST SAN' CA 94Ir20 Situps Code Area Exemptions Mort Lender: 023.74 1989 Tax Status Current Levied Taxes Special Aasessi ents * " No Taxes Due *** Depress the RETURN key Prop Class Neighborhood: Year Built Laving Area Sale Date sale Price Deed Type Inst Number 1012 BPS 8 11/15/89 119,900 89055805 1989 Property Values Improvements Land 8 Total Assessed .$ Exemptions 8 Taxable Display Property Record - -- ,1. rope 1 qty ID a R2 005 S 1 7 2S 115A+{ — 610((,I (Real Property) Legal DesCr7.,ption; R,31BECCA. PARK, LOT 18, ACRES :16 Owner ID 172338 MILLS, SCOTT A AND COOK, LINDA C 16401 SW 109TH PL ' /OAP, 1, OR 97224 Situ , Code Area 023 "14 ixemption8 Mort Lender!: 1960 Tax Status. (..i11iret t Levi ed Taxes Special Assessment ' '** No Taxe.i Due Prop Class Neighborhood: Year Built Living Area Sale Date Sale Price Deed Type Inst Number 1089 P Improvements Land Total Assessed EXet`I(1ptionS Taxable t eproos the tWaTURN key w Diq)lay Property Reci5rd 1012 EP58 03/02/90 129,950 Dw 9001.0585 operty Values $ $ $ Property ID 82005504 26.11AA.44000 (g00.1.Pre4OrY4. Legal Description t .R80.80t1A PAM T , LOT 51 ACRES 15 owner ID w 1$0.008 L D LA1SC)N HOMttS INC 14895 NW TODD • S1lA' IRTC;i1V, OR. 97006 S.tus Code Are 10861 SW 02L74 74 HAU LN Prop Clas s M 101 2 Neihborhood . EP58 Year Built t. 1989 Living •Area y 1674 Sale Date 09/27/89 Sale P e : 25, 950 l e e d T, "Ai i '� Inst Num . be 81047506 • 0 ( +) 0 (4-) 0 (=) 0 (—) 0 ( =) ti s.i •.:f IM W� tee^ ''i�'��? � ';i{4;. fi x&IriT■Tn:TTnrialm'wlim'w'1611"wmwi'ml'il Mort Lender: - 1989 Tax Status Current Levied Taxes Special Assessments *** No Taxes Due *** DePreas the R4TURN key o5wwe --"h--rgTTg"-PT"-:'ofre-Erg-V5TfreE—n----- Improvements $ 0 (4.) d $ 0 (+) Tot41 Asse, d $ 0 (=) ExemPtiOns $ 0 (-) Taxable $ 0 (= ) A!,..0.!,e.r:',:t; • Property ID Legal Description: - - Display Property Record - R2005506 2SiltAk":0000: (Real Property) REBECCA PARK,—LOT 7:ACRES .16 Owner ID 165780 10903 SW CHATEAU LATE TIGARPp OR 7 2 4 Situs : 10903 SW C8ATEAU LANE Code Area : 028.74 Exemptions Mort Lender: 1989 Tao'. Status Current Levied Taxes : Special Assessments *** No Taxe6 Due *** Prop Class 1012 Neighborhood 13P58 Year Built : 1989 Living Area : Sale Date : 11/24/89 Sale Price : 134,950 Deed Type : Inst Number : 89057612 1989 Property Values Improvements Land Total Assessed Exemptions Taxable Depress the RETURN key t Display Property Record Property ID : R2005508 2S115AA-05200 '(Real Property) Legal Description: REBECCA PARK, LOT 9, ACRES .16 OWner ID : 170672 OUELLETTE, GERARt 13 & LISASETH T 10547 C8ATEAU LAN TIOARD# OR 97228 Situs Code Area t 023.74 Exemptions t Mort Lendert 1989 Tax Statils • Current Levied. Taxes Special kasessments ! *** No Taxes Duo :Depress the RETURN key Prop Clas8 t 1012 Neighborhood: 3P58 Year Etuilt Living Area Sale Date : 02/02/90 Sale Price : 1180900 Deed Type : DW Inst Number : 90006461 1989 Property Va1U08 ImproVement8 0 Land TOtal ASSe8Sed EXemptionS $ Taxable O (4.) O (+) O (=) O (-) 0 (=) - Display Property Record - Property ID : R2005510 2811SAA-05400 (Real Property) Legal Description: REBECCA PARX, LOT 11, ACRES .19 Owner ID ,: 165774 NEWCASTLE HOMES INC PO 130X 23291 TIGARD OR 97224 Situs Code Area : 023.74 ExeMption0 t Mort Lender: 1989 Tax Status Current Levied Taxes : 8peCial Assessments : *** No Taxes Due * * * Prop Class : Neighborhood: Year Built Living Area Sale Date Sale Price Deed Type : Inst Number 1012 BP58 11/29/89 25,950 89058289 1989 Property Values Improvements Land Total Assessed Exemptions $ Taxable Depress the RETURN key t - Display Property Record PropeA.L.,y ID R200158i2 2s115AA -05000 (Real Property) Lectdl Description: R888CCA PARX, LOT 130 ACRES ,14 Owne ID 165908 • E S.1.1.1NOR..01.1ILOtIAS INC . TOUttitTON8 • • LAXZHOSWZ(1.0i• OR vloas. Situs Code Area : 023,74 . ggempti.on$ t Mort Lender: 1989 Tax Statug ClIrrent Levied Taxes t• spooial Ao8eaamehtt *** No Takes Due D opre8o the R8TURN key Display Prop Class : 1012 NeighborhOod: 1P68 Year built Living Area Sale Date 11/17/89 Sale Price : Deed Type Trot Number : 89058568 1989 Property Values Improvements Land Total Assessed Exemptions Taxable Property. R000rd. Property ID t R00.6514 21 1A00 Property) Legal Doscription: 1888CCA PARXt LOT 1$# AMAS ,19 . • Owner ID. • t •15446.0 • OOTTtli• 0A14.01tL A III • 9641 00 ZN8Z: ST TX0ARD.0..0...g12.24.• • SitUO Code Area t 023,74 Prop Class •: 10I!A• Neig hborhood P58 Year 13uilt •• LIvi Area 81:1e.bate , • . .• Sale Pride Deed Type Inst Dumber 1 a50:5”61:. 0 (4) 0 (+) 0 (=) 0 (-) 0 (=) ■■4,!: 44" 4 "4: "4 .4 • .4' 'AA" 7'44.4 44, % p.to LEGIBIMY STRIP ixemptIons Mort Lender: 1989 Tax Status Current Levied Taxes Special Assessments *** No Taxes Due *** ti 4'roper *y a, ues IMprovements $ 0 (44) Land $ 0 (44) Total Assessed $ 0 (=) Exemptions * 0 (- ) Taxable $ 0 (=) Depress the RETURN key - Display Property Record Property ID : R2005516 ,2$115A4 -06000';(Real PrOperty) Legal Description: REBECCA PARK, LOT 17, ACRES .15 Owner ID t 1.65782 TMW 973. SitUS • • Code Area t 023.74 Exemptions : Mort tendert - 1989 Tax Status Current Levied TaXez t Special Assessments *** No TaxeS Due *** Depress the RETURN key Prop Class Neighborhood: Year BUilt t Living Area Sale Date Sale Price Deed Type : InOt Number 1012 }3P 58 11/06/69 112, 925 89054361 1989 Property Values Improvements $ Land Total Assessed $ Exemptions $ Taxable 0 (4- ) 0 (+) 0 (=) 0 (-) 0 (=) REQUEST FOR COMMENTS April 19, 1990 FROM: Tigard Planning Division RE: SLR90 -0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 9 0-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of sanitary sewer system to serve the project area. The proposed line consists of 344 feet of 8-inch sewer line that lies in the major dra crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from m the 12 -inch sewer line 344 feet northwesterly up a branch drainageway to serve the area. The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bide in early spring but construction will be delayed until the dry season to minimize disturbance to the area. ZONE: R -25 (Residential, 25 units /acre) LOCATION: South of Durham Road and east of SW 113th Avenu`(WCTM 2551 15A, tax lots 1800, 1801, 1900, and 2S1 15AA, tfx lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be be rendered on the proposal in the near future. If you :red and a decision will application, sate: by 04/30/`9t�w prepared re may use the spaces provided belowiar� attach�a separate letter to return You y space P your comments. you are unableht your by the above date, please phone the staff �contact�noted a� your comments in soon as ossible. If You any questions regarding below with comments and confirm • o writing as s p y g g this matter, contact the Tigard Planning Department, PO sox 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE 639-4171. STAFF CONTACT: PLEASE CHECK THE FOLLOWING THAT APPLY: We have rev iewed the proposal and have no objections to it. Please contact ,, of our office. Please refer to the enclosed letter. comments: Mame of Person commenting.,, Telephone nu oro is• t, 1. CATION LIST FOR ALL APPLICATI NPO NO. (2 copies) 2. CITY DEPARTMENTS Building Inspector/Brad R. City Recorder --7777"Engineering/Gary A. 3. SPECI DISTRICTS Fire District (pick-up box bldg.) Tigard Water District 8777 SW Burnham St. Tigard, OR 97223 Metzger Water District 6501 SW Taylors Ferry Rd. Tigard, OR 97223 4. AFFECTED JURISDICTIONS 5. Wash. Co. Land Use & Transp. 150 N. First Ave. Hillsboro, OR 97124 ant Cur''tis Kevin Martin Joann Rice Scott King Fred Eberle Mike Borreson •■■100.0.1.1.......■■•••■ JiM Handryx City of BeaVerton PO Box 4755 Beaverton, OR 97076 State Highway DivisiorC Lee Gunderson PO Box 565 Beaverton, OR 97075 O I... S i 4 SPECIAL AGENCIES General Telephone Mike tiitk 12466 60 Ma40 St. OR 97007 NW Natural dad. Ronald PE, PLO • (-)• MW Second Oott14h44 OR 97200 CPO NO. Parks & Recreation Bo Police TOther School Dist. No. 48 (Beavr) Joy Pahl PO Box 200 Beaverton, OR 97075 School District 23J (Tig) 13137 SW Pacific Hwy. Tigard, OR 97223 Boundary Commission 320 SW Stark Room 530 Hillsboro, OR 97124 METRO 2000 SW 1st Ave. Portland, OR 97201-5398 LCD (CPAs only) 1175 Court St. Ni Salem, OR 97310-0590 Other Portland General Electric Brian Moore 14655 SW Old Scholia Ferry Beaverton, OR 97007 Pietro Area dommunicatione Harlan Cook TWin Oaks technology Center 1815 NW 169th Place S-6020 Beaverton, OR 97006-4E186 us West Pete Nelson 421 SW oak st. Portland# OR 97204 Idt dablevieiOn Ot. OrOgO04 .111de) ziike g4),ideit • Portland, OR 01201. 4 STATE AGENCIES 6. Aeronautics Div. (ODOT) Engineer, Board of ,ealth Fish & Wildlife 1Paarko & Recrea. Div. Subdivision Supervisor ----Dept. of Energy Dept. of Environ. Quality orarnorelamoul 7. FE!ERAL AGENCIES Corps. of Engineers Post Office OTHER 1{.. DODI Division of State Lands a Commerce Dept.-M.E. Park. LCDC PUC Fire Marshall °ther Other ter, southern Pacific Transportation Company Duane M. Forney, PLS Project Engineer 800 NW 6th Avenue, Em. 324, Union Station Portland, OR 97209 NUTeLST a • CITY or TIGARD — RECEIPT or PAYMENT RECEIPT NO4 9C)...-200i75 • . CHECK. • AMOUNT t CASH .AMOUNT t • •• 0 00 • PAYM(T.MT DATE o (34/13190 S UODIVISION• S L NAME t 'UN IFIED SEWERAGE AGENCY AbaRESS.. 4 • 1$$ N. FIRST AVE. SUITE 270 ALLSWIRO1 OR 97124— PURPOSE or • PAYMENT AMOUNT PAID- puRr0 55 OF PAYMENT , LAND USE APPLICATIONS 80».0(,) TOTAL AMOUNT PAID UNIFIED SE WfiRAGE , AGENCY DATE I R 0, NUMBER I INVOICE NUMBER I AMOUNT 03129/96 'OC4944 50003 to t al (022026 AMOUNT PAID 4040t :006JeltI04639 80406 S L DETACH THIS PORTION FOR YOUR RECORD MEMO 304786 'I rr�t fr�f� - l�Jyii W, Hall Blvd, lox 23397 regon 97223 A ,?,gi MAY 1 6`90 2S115AA 04900 STEVEN . MANNING' 4031 SE 92ND PORTL , OR 97266 107-0-00 heed 'fir .4 '4 UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY DATE: TO ATTN: V FROM UNIFIED SEWERAGE AGENCY Thet^e is a itotai of Z.. pages being sent inclUci' the'e are any pmbleWrvith this FAX, please con. Thank YoU, /), 4.tje4t4L 72=) 45,146, *4". a, 1 GO North Flea AVOUO; aut 270 Hillikoitithcoli 67124 C-ie9-/e7' tre 72W 5 -251c446c)g: dA= 544;-(70-4Nf&S 194,10' rammemorma.g.notar.iserimanneontemausimemptes...1 Phone! 1303/640-0egi Obv)0404065 �'tvM .04 t. :t.. • ,e, 0 1 9P (7 e pti ■ AMMINIMMMMINNOMM ■ ■■ MONO I ■MU■■■■■■U■ ■ ■■■■■ ■■MMMM©■ ■■ MINIMMENNOMMOIMMUMNIIMOM ■ NNINN MOIMMOMMUMMMOMMIMMOMMININMOMN ■ ■■M ■■ ■ ■■ ■MM■u■ . I ■I O . M ■ ■ ■ ■■ ■ ■ ■■■■■�O ■ ■■■■■ OMMINIMMM ,1 r MM. ■ MN= WIMMIMMINNEM ON ■■■■ P 1M" PHF • t :s Sr- ■ ■■ ■A ■IMA ■ ■ ■ ■■■ ■M ■ ■ ■a■ ■ ■■ ■■ ■ ■■I ■■ M ■ .., ■ ■■ ■ ■I■OM N ■ ■■M ■ ■ ■M ■ ■■ ■ ■ ■■■■ ■M ■■■ • ., mimeo. ■■■r■ ■ ®ii■■■ W ■ ■■ AN M ANNSCIUMWMANUMOMMUNIMMENN■■ ■■■ NI 10.1,1111MMINNIIMM . 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MEMORANDUM CITY OF MARDI, OREGON TO: ten Elliott/ Attorney's Office Respond By PROM: Randy Wooley, y, City Engine 'or Your information DATE: April 24, 1990 i Sign and Return SUBJECT: Easement rec uet t from USA unclosed ls a regtust from USA for a sanitary sewer easement across Tract A of Rebecca Park Subdivision. i ®ion. Tract A was d dicated to the City by the plat recorded in 1989. Enclosed i® a portion of the plat showing the dedication. We have no objection to construction of the sewer or dedication of the easement. It is likely that in the future the power line will become a City line when the adjoining property is annexed. We might want to assure, in the . easement, that no property will be allowed to connect to the sower line extension unless the property is annexed to the City. That is the procedure for dedicating the easetn w nt requested by USA? • `t) c*,= .sZO tAA, "\-Vt- "?....C.\‘-tAASKAA4e1.0401■Ae.AA • ID\t? t ePAA- ‘Vt\--teC:tr \\1/4"e- e--91/M°‘e--e- ""f %,"%x3y.-Wic "arkih-a}li■v\.c .144\bM\t"A" 61*1 r t ?.ti LU1 - let tess (Sz.- t tA.s4- c„„L.0.11s,.$ t.i.t,L tvit.c,,J,kkdta <-.4Psts r c t 0 h.eit- 1.0 iSe. a✓ � i.) c! A wt e vat r-a,cr o r-0 + re. s K. L441 'V�� Y� : C.-4srvi ec-Vect (-0 A-V. lortA..Lc-4b2 Q.-t\- t`r O c ''cuts -s , _,..t/vat o 6e.es `Z $ \o‘s Z� C.\ Z S -ace...otAAA- Qe.e 5 Zoe- o (f" o c e-- \A b \oe,, Avie.5.) hts ate. oh iti tA-It LseAkc..tss -a. v p 111. A Q T V., s Lri. \1■. �e V■A2A . C.‘?itA� r� e . �d_c`t' as -c,•\k&t,..t.9kv'..c*, A ER. 4A/1,2�v1..` dill'?- 1/Il'" '�:r 'a'caS'1:!�.�i-�IC.�'� re44. L.Ser6Vr- eo MA2-itAk • ' ^ '~ . . 0.**\4 _~ ^ 1TITTT 4, = _�- -_---._-,_..~~~_- __1~~.^~~-^~~~' L.M �. ~=~�`�~"^=~�`- p= '~=~*,�,� =�= ' c ` . \ -�� 4�f��.��,�� - ��' ` .., NA.e.k. ~ '^ ~ , , • ==` = -=" "=, .-=� '`,'= ^= = `== .= -^ =^,A.A4'" .^^'== ,=°== = ~..^^~ ~~.~~�=��=" - = f ,1" � w PI/MIMEO I.S111.91,1CilitallAIR.AMEUSIZIIRI UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY April 17, 1990 City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Attn: John Hagman Re: Sanitary Sewer Easement—Lampman L.I.D., Project No. 1639 Dear Mr. Hagman: As we discussed on the phone recently, please review and process the enclosed easement granting Unified Sewerage Agency an easement for the construction of the above described project. In my discussions with Jerry Offer of your office, he may want to add a condition regarding restoration and acceptance of the project for areas under the City's jurisdiction. If you have any questions, please call me at 648-8621. cereiy, Chuck Spear Engineering Tedhfildiati.• ieb Enclosure 165 North Plitt Avenue, Suite 270 Hilidboibi Oitgoei 97124 • • • Phohei't3O.J/648.66gi • • . • • #.AXi•••600/640•46$ • • LEGIBILITY STRIP �..N outE , r- ,� aa; -.I• as !� �j; i Em -- am MN !i tattAtillin lIlIIIIIIIIl n 1161 111 se ra An ERNS ' • ®- is THE FOUNTAINS Ar SUMMERilE' CONDOMINIUMS! S S. W. 109t11 . 105th= AVE: LEG:Blurt STRIP SEE MAP 2S I IODC GIN MAP 158A IVIAE 1: 158D DURHAM 9 2-'tp 7.4M2 30 73.29 3100 1 t 1 • ■is 1700 4.74c Ac. NE I/4 SECTION 5 T2S R 1W W.M. WASHINGTON- COUNTY OREGON SCALE - 2001 ROA D 394' 4teava, 41=4-1 R4 Sax ictrekt ‘242,240 Er, 25 9 41- a a Cc, a T co" yogi eAt 3 _ EdEASEMENt 52.9.er• •0 2803 2.941.Ac.. 2.80r - 1..2 1801 1900 2.115 \1,4 meSfavg 0O 2705. 129" 1901 as so. Is ••■• w. es e amcy 121 2704 2.14 Ac 437.0 30. ,2702, .35Ac. 2100 5.694c. 2600 ZL 25 (C...SN WO 8 4I) 48902 2501 -- CENTER: Or SECTION; -eso' aso• SEE MAP as I 15D • • • • • SEE as 1 1 2S I 1 LEGIBILITY STRIP` I.VL i /'T NL !Pt' .JC4 I RANI 1'J' 1`: LJ t1 I VC Mt WASHINGTON COUNTY OREGON A41141C.41 SCALE 1 -105, r,OO r` 100' W`z SOSAC Oa' Crr vr DUR •o`. 700 2STAC 334 200 •74-4G 1200 LEO al 300 410 AC 23- 400: [12 .tG SEE MAP 2 r t i5 "A 1300 SBfa 500 582`/G 1400 229-/C 16. Sa $ 3200 33 Z2 1700 .ss or wee e; ssa+a: MOO I9gs: J r" mf. ;AD O gV 'l,=3' •ins it` 2l; - 22 T a- A N no° sa.n 2900 68: s` February 2, 1989 James Lampman c/o Coldwell Banker 1200 6th Ave., Suite 1600 Seattle, WA 98101 Dear Mr. Lampman, g .pay portion of a quarter section As r� ested, .� am enclosing a copy of a rt section map. Prints of the entire quarter section are available for $5.00. Sincerely, 1312$ SVV HdII Ivd,, p;cJo box 23397, ligo , Ote'o07223 (503) 634 =41 i1 t 7 „'^� �` a �'� . � ._ �".'�_.l a}+�' • �� .f.00 ClAstae) d • " Oh" rya September 8, 1989 Mr. Terry Chamberlin Unified Sewerage Agency of Washington County 150 North Front Avenue, Room 302 Hillsboro, Oregon 9712 Re: Letterdof understanding regarding annexation to city of Tigard before receiving authorization to hook up to gutnmer°f eld Trunk. Tax Lot 1801 Dear Mr. Chamberlin: This letter confirms my understanding of the rights we possess to hook up to the Summerfield Trunk upon the completion of the line extension by way of a Local improvement District through the back portion or MY property. I Understand 'that pri fr . to my hooking up to the sewer line, my property, Tax lot 1801, must be annexed to the City of Tigard It I can be reached at the following telepy�honeynumber i503-639-5652. me, Y UsA: i' LEM [Page Too Large for OCR Processing] LEGIEILITYSTRIP t l.L✓ c 4 Jr�� SCALE: Ej4 -5o' I IORiZDi iTAL 5L VERri CAL t0_. 10" ALDER 11 IOU CEDAR. 12. 14° ALDER 13: l ,° ALDER 14 1Z° ALDER 15. cc• ALDER 16_ 14° ALDER Ii.. FOUR i2° t8`ALD IS_ THREE: 6'_14 "ALD 19_ 1(00ALDER, SPiK2 IN e. 510E a9. 2c 30.. T 31_ k 32.. 33.'1 34: - 35_ i- 363_i 31. I: 35. ' a. « ff.E Zoi _ : our ! D2 :42 5 8 M-1 1` " RIM _ i; -o :a +oCC oto - I - 12 _31.- - - - • i �t iEv ) 12& it our. 128: a[ -- : E. FL:, 12(..4.4-3 - - :-- - -E2IH t_5 .5 - - -=. :- TOP SH ELF 1?-1-.33. :: ` - - : = = 1. € _ I I I"1 CS -TENS" 134 -Co : „ _ - _ = Unified Sewerage Agency of Washington Count 150 N.FIrstAvenue H11lsboro,Orogan PLAN a PROFILE eo' Gc*JSTRU . 101J' EASaHE JT -30' CONSrI uc. -IoN eAsemeNr 251 15A 190 Zc� 6, 3015 i 1 NG - CO3.�........,0 '..Y ,_ -A. - -1c 0- 1`1-1 \ \.\ C ‘...-__---,........, Sid . 6,.0.41 -- -. 14 5 e i _`AF 4 35 \1\ 25 1 1 SAA SCALE 1" Hofl ;3NTAL 1 " =5' V RT`It AL 41'.41444...1444.4 4.4 0464 uu, 4414441,{ 1!1,144444411 11+1141111111 4.14644444 1II /444166441{.641414{41641444661 1414641 / 41111 44416.4: /64164.4444414 144 Y1 {46: 116.14.4661611+ /1111141•+,4.464. . 6+...1 1 i 6 4 1... i.. 1 4 i 4. 4 4... 7 i... 1 i... 1 - 4 4 11 ,4 Y 1 Y 4 4 1 1 Y 4 ! 1 1 i 4 / 4 4 4 Y 4 4 •/ l i. f 6 4 4 ' 1 4 4 4 4 6 6 6 6 4 , 6 4. 4 4 4. i..4. «0.• • i 4 6 4 4 1 4 1 .. 4 1 f• 1 4 4 4 1 44 4 4 Y 4 4 4 4 64 6. 6 1 4 4, 4 . 1 6 1 , 4 4 4 1 4 1 '4 4 4 1 4 4 4 1 4!4 i 4 i 6 4 7 Y f .4 4 6 4 IIy A/�.!� w�. � 4 6 6 6 1 6 44 4 1 1 4 4 4 4 1 1 .,{ i I. 1/ c 17 Y 4 1 4 6/ 1 4 6 4 i i 4 4 Y 46146•, 1 • ] : ? 1 , 1 1 4 1 4 4 • � 4 . • , f 4 4 i 6 6 4 4 1 4 :,644.44}.. • -4.44 - .. .4..41 4.1 /•1.646.4444,1161444114 ,...44.44446444.1.44.4444 111144{4144. 44.444444 ..... 4.641..1464414 1140{6 i6. 14{6 414iiiYi64Yi14Y6643 /I141444144Yt4144 41616144 .i44414111114t4i6i444664 4 4 1 4 4 1. 1 4 4 4 6 4 4 4 7 4 46 4 6 4 4 4 1 Y i i 4 f 4 i 1 4 Y i 4 1 6 1 i 4 4 4 , . 1 . . 1 / 1 1 wj J4 lMr -r. 1i a • • 4 3 1 6 4 i 1 4 6 1 i w 4 • 6 , 1 4 1 1 1 1 { + (,/�� /�/tj , { 4 6 6 4 Y i 6 1 - • 1 6 7 1 1 4 i 6 1�..+1 6 \o �� 1 1 1 e 1' 4 r • . 4 1 , 4 1 Y i t 4 1 6 / { � .may -1 1 4 4 4 1 1 1 r 4 ''&11 1 • 1 4 I I I r 1 4 1 1/ 1 i l i { 1 6 1 4 • 4{ 1 4 i i 4 i 4 6 ' 4 4 ' r + i 1 1 14 4 1 1 , 4 1 1 1 1. 1 1' i 4 1 4 i i 1 1 1 i inbLICY 1 1 L. 4 i i 1 , 4 . r i 4 , 1 i 4 i. i 4 4 4 4 1 1 4 4 4 1 4 4 • . l i•, 4 4 1 4 1 1 3 4 4 1 1 4 4 6 4 6 4 1 1 4 1 i i 4, 1 6 4 671 1 4 1 1 4 . •4 1 1 4 6 . . . . 1 . . . 4 4 1 4 1 , , , , , . , , , , , , , . , . , , . . , , , , 4 , , , . , 4 7 ' , , 4 4 , , , , , , , ' , , ' » . , » , , 64444 164 64 111 {1/i14 4144ti66 6 +14 114/ {111 4114. 14..4.444. 1111{ {414144. 1 4 1 i 1 3 t 6 46 4T 44 4 . 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Y 1 4 I 4 1 4 1 I IZ o Y, i 4 i 4 3 r I 1 4 1 . i Y 1 1 .6}'�� ( /,.,�) (/�.: (� \J F (jam {1 . , , 4 Y 4, 1 ' ` D - .. ...• .,,1 ..1 1, i! 41 III, Y�+.� ril.w• .I4Y1144i4414i.i I4.iY.•1 14/141444 1 4144 1.4 1.1411144411161. �' �y 1 • , , 4 4 4 1 1 4 / 1 • 4 4 1 1 4 , Y 4 4 4 .6rc 4 ! .. . 4 ;CO r: 126181 4 , : , 4 : 4 1 If \. 1 L 186,4-'3 ' ' ; 4 1 . u r ; I jVI 1 3 . . . Y 1 1 4 4 Y 4 t i + f ' 4 1{ • ., 1 3 1 1 4 1 1 4' 4 l t4' _ 4 .�. . 1 ! 1 4 4 1 1 • 7 4 4 • 1 1. 4 6 ii 4 4' 4 1 i 4 : 1 i i f TAP SH L;F; 12`1 33 1 HC Trl 1 1 •1G>` 1 4• . 4 I 4 OVIMON ttifid Sewe age �il, of Washing$�n •Cot. i5p y' lre! Avoltuo 1411l4i t s.Q Project: y of Tigard Parcel No Legal Description: 2S1 15PLA 6800 Linear Feet: 63' PUBLIC ENTITY SEWER EASEMENT 00014"" Name of GRANTOR(s): City of Ti ard Address: P.O. Box 23397, Ti ard Oregon 97223 • An Oregon Municipal Corporation GRANTOR, owner of the property described herein, does hereby grant, convey and warrant unto the Unified Sewerage Agency of Washington County, GRANTEE, the right to lay down, construct and perpetually maintain a sewer (or sewers) through, under and along the property described on Exhibit °A° attached hereto and by this reference incorporated herein. This grant of easement shall run with the land and shall be binding upon and shall inure to the benefit of the parties hereto, their heirs, successors, and assigns. This grant is made upon the conditions attached hereto, marked Exhibit "B" and by this reference incorporated herein. This grant is made subject to no other conditions. Any temporary easement granted hereby is automatically extinguished upon acceptance of the completed sewer in the adjacent permanent easement. No structure shall be erected upon said easement without the written consent of the GRANTEE. The consideration for this grant is nonmonetary APPROVED By GENERAL MANAGER, Unified Sewerage Agency of Washington County, Oregon APPROVED By GENERAL CoqNSEL, Unified Sewerage -- Agency of Washington County, Oregon STATE OF OREGON County of Washington ) ) ss IN WITNESS WHEREOF, the GRANTOR named above has hereunto set his hand and seal this day of A.D. 19 By By By (GRANTOR) (GRANTOR) NOTARIZE DOCUMENT BELOW Date: (GRANTOR) • Pertoally appeared' known to' to be the • ifidAvidual$ who executed the above ih$6.7iiiiii-ifTWITir6ciated it to be the -duly authorized act of the above-named grahtor. Notary Public for Oregon My coMmissioh expires City of Tigard 13125 SW Hall Blvd. PO Box 23397 Tigard, Oregon 97223 251 15AA 6800 PERMANENT EASEMENT A parcel of land in the northwest one-quarter, of the northeast one-quarter of Section 15, Township 2 South, Range 3. West, Willamette Meridian, Washington County, Oregon, said parcel being a portion of Tract "A," conveyed to the City of Tigard by the plat of Rebecca Park recorded in Plat Book 69 Page 37, Washington County Record of Plats, said parcel being 15.00 feet wide, 7.50 feet on each Side of"the following described center line: Beginning at a point on the west line of Tract "A" Rebecca Park, N0°12°00"W 248.25 feet from the southwest corner thereof; thence S51°00°00"E 63.43 feet to the center of an existing manhole and terminus of easement. The side lines to be lengthened or shortened to meet at the property lines. Basis of Bearing for this description is the west line of Rebecca Park, a plat of record in Washington County, City of Tigard, recorded in Plat Book 69, Page 37, noted as O°12 00"W. TEMPORARY EASEMENT A parcel of land 80 feet wide, 40 feet on each side of the above described Permanent Easement center line and the extension thereof as described: Beginning at the point of beginning of the above described Permanent Easement; thence S51°00°00"E along the centerline of said Permanent Easement and the southeasterly extension thereof distance of 115 feet more or less to the easterly line of Tract "A" said Rebecca Park and terminus of easement. The side lines be extended or shortened to meet at the property lines. 74. EXHIBIT "A" 6800 REBECCA tinkled SoW®ragt Aiohc q' 4, EASEMENT CONDITIONS EXHIBIT "B" The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property owners if additional area or access is required. The Contractor will be required to furnish the b ency with written releases from property owners where side agreements or easements have been made by the Contractor. 2. In all areas of trench excavation, the Contractor shall strip the top 12 inches of soil for full width dth of the area to be excavated, and stockpile it to one side of the work area. This soil shall not be mixed with any other excavated material and upon completion of backfilling, shall be spread over the entire disturbed area. The excavated trench materials shall be stockpiled so as to do the least damage to adjacent areas. Upon completion of backfilling, the Contractor shall remove all excavated materials and leave surfaces in a condition equivalent to their original condition. All areas disturbed by the operations inside easements shall seeded. All sareas bshall be Contractor's op.. � hall be seeds raked and graded to conform to their original contours and free - drainin free from holes, rough spots, or other surface features s detrimental to a seeded area. The Contractor shall correct by addition or disposal, r�gai®and reseeding, any excess or deficencl of backfill material wh c h be c mes apparent prior to final acceptance of the project. All existing drainage facilities shall be reopened and graded and natural drainage restored. In lieu of stock-piling the topsoil, imported topsoil may be substituted in the top twelve (12) inches. 3. ring the time that the work is in progress, the Contractor shall make every effort to maintain the site in a neat and order y All refuse, broken pipe, excess fill material, cribbing, etc., shall be removed practicable. as soon as work not be maintained ih satisfactory ShoUld the condition, the Agency maY cause the work to stop until the cleanup portion of the work has been done to the satisfaction of ,the owner and /or the . Unusual conditions and special situations may cause final cleanup Agen cy uat U and restoration to be delayed Until the final stages of construction. 1:0 gl4,41.1.111i A ' Vc, ( c•-• UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY RECEIVED KAMM May 8, 1990 MAY 9 1990 Ron Pomeroy, Planner City of Tigard P.O. Box 23397 Tigardf Oregon 97223 RE: Division of State Lands Permit No. RF 5645, Lampman LID, Project No. 1639 Dear Mr. Pomeroy: This letter is in response to our telephone discussion today regarding required action to satisfy the above mentioned permit. The requirement of a Sensitive Lands Permit and a Tree Removal Permit was noted on a response to the Division of State Lands Permit Review by Gregg Berry of your office. As we discussed, this project lies within two different jurisdictions, Washington County and the City of Tigard. Tax lots 6800 and 1800 are within the City of Tigard. There are not any trees Within the (‘. conetkUction zOne on lot 6800.t1 There are some trees on Tax lot 1800, but construction will be minimal on this lot and we anticipate no tree removal by this project. The Sensitive Lands Permit Application has been submitted to the City of Tigard for review. We have included a landscaping plan with the Sensitive Lands Permit Application showing existing trees and proposed tree planting after restoration of the area. in out discussion, we were in agreement that a Tree Removal Permit with the City of Tigard was not necessary because no trees will be removed from areas under the City of Tigard jurisdiction. I will forward a copy of this letter to Bill Parks, Division of State Lands as he suggested in a letter to USA on May 3, 1990. If you have any questions regarding this project, please call me at 648-8621. Si derely, Chuck 8pbt Engineering Technician /4b 01. Tetty-dhambetliii—Og4 State Lands • 155 North *St AVenUei SA) 210 Hillsboro, Oregbil 0124 i94 • PhoiiiSi'60a/64-8161. - • • • FAXt 660/646406 • LAMPMAN LOCAL IMPROVEMENT DISTRICT (LID) Project No. 1639 PROJECT DESCRIPTION 0040* ' The Lampman LID consists of the construction of 344 feet of 8-inch sanitary sewer line. The proposed line connects to an existing 12-inch sewer line that lies in the major drainageway that crosses S.W. Durham Road between S.W..113th,Avenue and S.W. 106th. Avenue. The proposed newer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area. The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertiaed for bids in early spring but construction will be delayed until the dry season to minimi e disturbance to the area. RESPONSES TO APPLICABLE CONCERNS STIPULATED IN FLOOD PLAIN AND DRAINAGE BAZARD AREA DEVELOPMENT SECTION 421, Washington County, Community Development Code. 421-1 Lands Sub ect to Flood Plain and Dralose Hazard Area Stan ar s 421-1.2 B Delineation of The Drainage Hazard Area. Comment: tbe. Area has been cross-sectioned and • mapped for contours, trees, and dtalnago.:coutodo, coottituctioh plans and opooifidotiono. will require • that the drainageWay be restored to it original condition 48. nearly as possible. • 4212 421-2.3 pottour map. for 4reaS 10i0iedi4tellt adjacent. to stream or drainageway. Comment: uoieled.-setdetale 4.gendy has existing 0Aps. with 2-foOt .,.. • •., •• •• • COntodtt•WhiCh•Will be:•.$0bMitted-With. . . the application. Alto, drawing showing proposed odoottuidt4oiii„.:*itith..t1014 determined contours cli 2 foot intervals for the I0i0edttit0,,Ate00 existing: trees and water ootitses .wi:11 be submitted. . • 01 =.1.4 421 -446 totAii1isht4enti COndttitOtiOni maintenance of sewer lined. • Lampman iii6,4-44iiojeotH.0i66tiption-p400HI.• 421 --6 Development Standards proposal 921 -6.1 The ro osal will not change th e flow of surface water, cause offsite compounding of flood hazards, or change the velocity of flood water flow. Comment: This project will not change the flow of surface water or cause offsite compounding of flood water flow. The drainagewaay will be restored to its origi 4 { -,,i. 4 ��3... 421 -10.5 Construction shall minimize impact on draifagewaY, site restored: Comment: As noted above, construotion will be airi'iga until the dryer season , to reduce the impact The site will be restore on the area. restored to its original contours, reseeded and trees planted. ,, C reek cr®see n g S with . � � than 3 feet of cover will be protected with rip rap to prevent erosion a oura • pipe. [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] REQUEST FOR COMMENTS TO: Fire District #1 FROM: Tigard Planning Division RE: SLR9O-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of sanitary sewer sy..,tem to serve the Project area. The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway Want crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area. The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE R-25 (Residential, 25 units/mcre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTN 281 15A, tax lots 1800, 1801, 1900, and 281 1SAA, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other in ormation available to our staff, a report and recommendation will be pr pared and a decietion will be rendered on the: you wish to comment on this application, we need You may use the space provided below ar attach a your comments. If you are unable to respond by the staff contact noted below with your comments writing as soon as possible. If you have any qua contact the Tigard Planning Department, PO Box 2 Tigard, OR 97223. PHONE: 639-4171. Wer STAFF CONTACT: PLEASE Wa3C1 THE FOLLOWING THAT APPLY: 4116.4.•oloittl■ Tf TUALATIN' VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT GENE BIRCHILL Deputy Fire Marshal/ Plans &water 503-526-2502 FAX 526-2538 476ss.W. ottani siive • Beaverton, Oregon WOW We have reviewed the proposal and have no objections to it. • Please contact Please refer to the enclosed letter. Comments: of our office. Name of perdon commenting: _ • Tmlephone number: • •:4;, •4.` • *, • ; 9 MEMORANDUM CITY OF TIGARD, OREGON TO Jerry Offer, Associate Planner FROM: Greg Berry, Utilities Engineer RE: SLR 90-0003 Unified Sewerage Agency DATE: May 2, 1990 'Ersaleet Description: • The Unified Sewerage Agency has formed a local improvement district to construct 344 feet of oanitary sewer. The prodosod line connects to an existing 12-inch line that lies in a major drainageway that crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line northwestwardl!' to the local improvement district. glacikMIE: 1. The applicant has submitted detailed construction drawings as well as a project description that includes responses to Washington County Land Use issues. 2. The LID included 2 parcels: Tax Lot 1800 is currently within the City, and Tax Lot 1801 whica is outside of the City. The proposed line also crosses Tax Lot 1900 which is not in the City, or within the LID, an well as a City owned parcel. Easements across Tax Lot 1900 has been provided, and an easement adrosa the City's parcel had been applied for. 3. SubdectiOn 6.A of the agreement between the city and USA provided that the Agency Will not ektend services to areda outside the City...exdept with the prior approval of the City where Use of City facilities id necessary to Serve such area, or where such areas are contiguous to or in the near vicinity of the city's boundati3d." Policy 10.2.1 of the comprehensive Plan provided that "tho City shall not approve the extension Of City or Unified Sewerage Agentiy lines except: a. where applications for annexations for those propotae0 have been submitted to the City; or be Where a hohremondtrance agreement to annex thOse propertied has been signed and recorded...; or d. Where the applicable State or county health agency has declared that there is a potential or eminent health haiard.4 At the reguedt of the Unified Sewerage Agency, the owners of Tax tot 1801 have Signed a statement expressing the need to annex to the City before connecting to the sewer. The Engineering Division is not Aware of any similar statetehtd from the owner of Tax Lot 1900 or of any desire to Connect to the proposed line. ENOOttkOld 01P011,f h- .00,000. USA PAGE 1 • ' 4 "1, , ., A .4 , • .4' •„„,t' ,•■ . • , , • 4. The proposed construction is a land form alteration within a drainageway that requires meeting the approval standards set out in subsection 18.84.040 C of the ,Code. The proposed construction meets these standards so long as scheduling, ground restoration, and erosion control is provided as described in the submitted construction plans and project description. Bpsomemftatipm: 1. The applicant shall mcinage the construction do that the drainagewaYs are restored to the original elevations, construction is restricted to the dry season, and erasion control is provided, as described . in the submitted construction plans and project description. STAFF CONTACT: Greg Berry, 639-4171. 2. The applicant shall submit the construction schedule to the Engineering Division before permitting work to begin. STAFF CONTACT:. John Hagman, 639-4171. 3. The applicant shall submit reproducible as-Constructed drawings to the Engineering Division. STAVE" CONTACT: John Hagman. 4. The applicant shall not allow any property to be connected to the new sewer except properties within the corporate limits of the City of Tigard. STAFF CONTACT,: dreg Berry (639-4171) Approved: A4,0 4 j 44 q? Randall R. Wooley, City En ineer brIGNB:SLR90-03.gnb ENGINEERING REPORT SLR 90-0003 USA PAGE 2 March 19, 1990 TO: s'ilvdrimit • REQUEST FOR COMMENTS FROM Tigard Planning Divieion RE: SLR90 -0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to &li.ow construction of sanitary sewer system to serve the project area. The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway that crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertined for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE: R-25 (Residential, 25 unite/acre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTM 281 15A, tax lots 1800, 1801, 1900, and 2S1 152, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation Will be prepared and a decision will be rendered on the proposal in the nearfuture. If you Wish to comment on this application, we need your comments by 04/30/90d You may use the space provided below at attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT:31VG O' PLEASE CHECK THE FOLLOWING THAT APPLY: Jsd have reviewed the proposal and have no obieetiond to it. Please contact of our office. Please refer to the enclosed letter. 4 domments:. /L/ ) 0 Name of person Commenting:. tattotetiositat • MAY S iggo. , • • 4 At'. " • fp, 1.i. '4, ; '7 • ' "." • ' REQUEST FOR COMMENTS April 19, 1990 TO: P.O.E. FROM: Tigard Planning Division RE: SLR90-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of sanitary sewer system to serve the project area. The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway that crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area. The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area. ZONE: R-25 (Residential, 25 units/acre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTM 2S1 15A, tax lots 1800, 1801, 1900, and 281 15AA, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by 04/30/90i You may use the space provided below ar attach a aep,rate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT tJeg kr) oe, (c — . c* PLEASE CHECK THE FOLLOW/NG THAT APPLY: We have reviewed the proposal and have no objections to it Please contact of our office. Please refer to the enclosed letter. REQUEST FOR COMMENTS April 19, 1990 TO: General Telephone Co. FROM: Tigard Planning Divieion RE: SLR90-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY .NPO #6 A request for approval to allow construction of sanitary sewer system to serve the project area The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway that crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line 344 feet northweeterly up a branch drainageway to serve the area The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE: R-25 (Residential, 25 unite/acre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTI1 281 15A, tax lots 1800, 1801, 1900, and 231 15AA, tax lot 6800) Attached is the cite plan and applicanto statement for your review. From information supplied by various departments and agencies and from other information available to our staff a report and recommendation will be prepared and a decimion will be rendered on the proposal in the near future. If you wieh to comment on this application, we need your comments by 04/30/90. You may use the space provided below ar attach a separate letter to return your comments. If you are unable to respond by the above date o please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 839-4171. STAFF CONTACT: k-1 eikr PLEASE CHECK THE FOLLOWING THAT APPLY: A We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. dommenteis Name ef person cemMenting: Telephone number: tiktifitti APR 2 1990 REQUEST FOR COMMENTS April 19, 1990 TO: FROM: Tigard Planning Division RE: 8LR90-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of sanitary newer system to serve the Project area The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway that croceen SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed newer line will extend from the 12-inch sewer line 344 feet northwasterly up a branch drainageway to serve the area The construction ;lama lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bide in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE: R-25 (Residential, 25 units/acre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTM 2S1 15A, tax lots 1800, 1801, 1900, and 281 MA, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If A You wish to comment on this application, we need your comments by 04/30/90. You may use the space provided below ar attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon an possible. If you have any questions regatding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639-4171. A\ STAFF CONTACT: 1 (..) CA PLEASE CHECK THE FOLLOWING THAT APPLY: We have reviewed the proposal and have no objection° to it. Please contact of our office. Please refer to the enclosed letter. Comment:L.L5 CO 110 C a ho in e,u9 s?' Y-0 a Ate el s 0 )47 ',tie trt dr3 +1,1 t a / // 'flame of person commembing: d e 9te-e4lop-e-7 ad Wor' Telephone number:, s 6r Apr REQUEST FOR COMMENTS TO: Fire District #1 FROM: TA,eard Planning Division RE: SLR90-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of eanitary sewer elystem to nerve the project area The proposed line consists of 344 feet of 6-inch sewer line that lies in the major drainageway that croSees SW Durham Road between SW 113th Avenue and SW 108th Avenue. The propos d sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area. The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE: R-25 (Reelidenttal, 25 units/acre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTM 281 15A, tax lots 1800, 1601, 1900, and 281 15AA, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the 1 you wish to comment on this application, we need You may use the space provided below ar attach a your comments. If you are unable to respond by the staff contact noted below with your comments writing an soon as poSsible. If you have any clue contact the Tigard Planning Department, PO Box 2 Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT:‘..,S.Ottal PLEASE CHECK THE FOLLOWING THAT APPLY: cr YO TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPART NT GENE BIRCHILL DepLity Fife Marshal/ Plans EXamInet 503-526-2502 FAX 526-2538 4756 S.W, brille • BearOn, 0mph 97005 .7iL. We have reviewed the proposal and have no objections to it Please contact Please refer to the enclosed letter. Ccoment6:_:ElekS61. rZaAeLa____Alagye Cc-, _ of our office. Name of perUon cemmentingi Telephone ninnber:_5 • April 19, 1990 REQUEST FOR COMMENTS TO: Building Division ito FROM: Tigard Planning Division RE: SLR90-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of sanitary sewer system to serve the project area The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway that crosses SW DUrham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bids in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE: R-25 (Residential, 25 units/acre) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTM 231 15A, tax lots 1800, 1801� 1900, and 2S1 15AA, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by 04/30/90. You may use the space provided below ar attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT: J6001 04,*6( PLEASE CHECK THE FOLLOWING THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact Please refer to the enclosed letter. of our office. Name of person commenting. Telephone number: e•-2. rwIf e,o,..= ',/4t A,/ a I iI REQUEST FOR COMMENTS April 19, 1990 TO: Tigard Water District FROM: Tigard Planning Division RE: SLR90-0003 UNIFIED SEWER AGENCY SENSITIVE LANDS SLR 90-0003 UNIFIED SEWERAGE AGENCY NPO #6 A request for approval to allow construction of aanitary sewer system to serve the Proieot area The proposed line consists of 344 feet of 8-inch sewer line that lies in the major drainageway that crosses SW Durham Road between SW 113th Avenue and SW 108th Avenue. The proposed sewer line will extend from the 12-inch sewer line 344 feet northwesterly up a branch drainageway to serve the area The construction area lies within the flood hazard area tributary to the Tualatin River. The project will be advertised for bide in early spring but construction will be delayed until the dry season to minimize disturbance to the area ZONE: R-25 (Residential, 25 unite/ace) LOCATION: South of Durham Road and east of SW 113th Avenue (WCTM 281 15A, tax lots 1800, 1801, 1900, and 231 15AA, tax lot 6800) Attached is the site plan and applicants statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near futur. If you wish to comment on this application, we need your commente by 04/30/90. You may use the space provided below ar attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, PO Box 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639-4171. STAFF CONTACT:L(V1 C6f/ PLEASE CHECK THE FOLLOWING THAT APPLY: XX We have reviewed the proposal and have no objections to it Please contact Please refer to the encloded letter. Cottiniehtiji , of our office. Name of person Commenting: Telelohone nuMber:__619,-is5 er, iris ra o otttiviti.o.otioNaj, ittjk. g.1190.- • PROPOSAL DESCRIPTION FILE NO: SLR 90 -0003 APPLICANT: UNIFIED SEWERAGE AGENCY 155 N. FIRST STREET SUITE 270 HILLSBORO, OR 97124 OWNER: VLADO BARICEVIC 5815 SW PATTON ROAD PORTLAND, OR 97221 ALVY FLEMING 16280 SW 113TH AVENUE TIGARD, OR 97223 REQUEST: SENSITIVE LANDS REVIEW SLR 90 -0003 A request for approval to allow system to serve the project area. units per acre). LOCATION: South 113th Avenue. (WCTM 2S1 15A, tax 15A A, tax lot 6800.) CITY OF TIGARD 13125 SW HALL BOULEVARD TIGARD OR, 97223 UNIFIED SEWERAGE AGENCY NPO #6 construction of sanitary sewer ZONE: R -25 (Residential, 25 of SW Durham Road and East of SW lots 1800, 1801, :900 and 231 LOCATION: South of SW Durham Road and East of SW 113th Avenue (WCTM 2S1 15A4, tax lots 1800, 1801, 1900 and 2S1 15AA, tax lot 6800). ZONING R DESIGNATION: • 25 (Residential, 25 units per acre) COMPREHENSIVE PLAN' DESIGNATION: MetAum -High Residential NPO NO: #6 X STAFF DECISION HEARINGS OFFICERrgN DATE _ / -/ TIME ` � � CZTY COUNCIL DATE __%_ TIME X REQUEST FOR COMMENTS (see attached list) RETURN BY 114126192 ATTACHMENTS: ,_,_X VICINITY MAP LANDSCAPING PLAN _X NARRA /VE — ARCHITECTURAL PLAN _X SITE PLAN STAFF CONTACT PERSON: `,0' PREPAY FOR PLANNER APPROVAL: ._X ADVERTISEMENT - TIMES /, /.._ OREGONIAN / _/_,_ X 'NOTICE TO PROPERTY OWNERS TO BE MAILED _ / /, LETTER OF ACCEPTANCE OF APPLICATION „ /_ /, NOTICE TO DLCD ATTACHMENTS: PROPOSAL DESCRIPTION SENSITIVE LANDS REVIEW SIiR90-03 PAGE 2 allbit611821119:111 UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY April 9, 1990 City of Tigard Community Development Department 13125 S.W. Hall Blvd. P.O. Box 23397 Tigard, Oregon 97223 Attention: Jerry Offer and Greg Berry Re: Sensitive Lands Application--Lampman L.I.D. Project No. 1639 Enclosed are copies of the application and supplemental information as follows: * (2) Copies of Application * (2) Copies of List of Property Owners * (2) Copies of Flood Plain Information Sheet * (2) Copies of Vicinity Map (USGS) * (2) Copies of Project Description and Comments Regarding Section 421 Washington County Development Code * (10) Copies of Construction Drawings * (1) Copy of Chapter 11 Environmental Protection Requirements * (1) Copy of Chapter 14 Landscaping Restoration * (1) Copy of Tax Map, (1S3 6, 153 GDA, & 183 5CB) * (1) Copy of Contour Map Delineating the 100-Year Flood Plain Our check for $80 application fees has been forwarded to you previously. If you have any questions or need additional information, please call me at 648-8621. Sin erely, chuck Spear Engineering Technician /eb EndlosUreS mob 00000... APR. 10 1990' .44 .• 1'66 .Nottli.Koil:•ikvehoei suite •VO • • • •H1114bord#.•bre.d.tiii •97124 • . • Ph�he 03/046862-4 • •••• V.A5466.0)640,66.• • • . UNIFIED Da4e _ 3/29/90 SEWERGE F11e LAMPMAN LID AGENCY 150 N. FIRST AVENUE HILLSBORO9 OREGON 97124 (503) 648 -8621 Project 1639 Subject SENSITIVE LANDS PERMIT Copies Date Description CHECK FOR $80 FOR FEE FOR ABOVE PERMIT [] cis you requested Ell for your information EhI for your approval �] for your review n LJ return requested rrom CHUCF; SPEAR eb ... • 484i Re. 91: 4). sz7e=lz.zrxei _tikoi-A-744/ ev® TAM, ewe. g. 0 4,01,41 azerrie44) #441., 24 .4 AO C ae0J ... Cr /e0 -a) ) -?' Arrai w . .a .e.244/f ) r D ri .4e&i- .44 ..,-,4014.) -everip49444,ftave., 4 ne4 z 44, Jo, September 8, 1 089 Mr 'err Chamberlin ., Y Unified Sewerage Agency of Washington County 150 North Front Avenue, Room 302 Hillsboro, Oregon 97124 Re: Letter of understanding regarding ennoxation to city of Tigard before receiving authorization to hook up to Summerfield Trunk. Tax Lot 1801 Dear Mr. Chamberlin: This letter confirms my understanding of the rights we . possess to hook up to the Summerfield Trunk upon the completion Local Improvement District of the line extension. by of my roLerty�� through the back portion y property. I understand 'that prior to my hooking up to the sewer line, my property , Tax lot 1801 must be annexed to the City of Tigard. If you have any question of me I can be reached at the following telephone number 503 -639 -5652. USA :F'LEM W,w• yiF; • .. "b':'' DURHAM VICFITY i L I D. EXISTING' SEI�►I(ER- --�- /'�- .�.,._.... SEWER piioikof 14 o LEGIBILITY STRIP «..:.e °a:te� AVE' THE f 108th 109th p AVE.. � _ • � "� Sys � i Rt +� +� 3, _ � 4 vi CIRCULATE. BR .GA , 136—, RW 2, Co (6 Staff Review CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT PRE—APPLICATION CHECKLIST • e.••1 Pee lick,/ Date Jt4AIA4Z\I 1E3 Pit_ .11414 i. APPLICANT 1,41QIne-l) ieNue-RA-C.,EF 46,EFAXA/ PROPERTY LOCATION Address 702A-Clr 12.6-ger--C-C-4 S: rut 13V eAry op As OPew Tax Map/TaX Lot PROPOSAL DESCRIPTION/NECESSARY APPLICATION(S) t5eNst-ntre L.ANb5 (ApvyliK) IsraAt 1 VE Rcure--0) t.4 ;0 '4 • /08 11A * /13111 AVE 'RA &WC 8Eocti No Fe T pe:65 (Msi3t..y AT% 5.0E Existing v ts.PE".. 1. 1.1.1 uJ 1)0 Adjacent Property north south east West COMPREHENSIVE PLAN DESIGNATION Lbw De? cc ammommoma..m. • At we:4.x 6. ZONING DESIGNATION NEIGHBORHOOD PLANNING ORGANIZATION NO. PHONE lj 7. ,ze . CODE REQUIREMENTS L. A-cfae) CHAIRPERSON t*". Minimum lss .te/wit.ith setbacks: tit .,...............,....,..,....„.,....,..,.....,..... eoenee" iide....................._ t'dai4 ,........... .......,4 Special •:.tethackt:t, eets .,,,,,.........,,,,,,,,—. .."eitijlihe4. reas lower intensity zone _.. wetiandi• ...:.._. :nag lot ..,...:.......,....,._...,._,.... a....ei..oey. •oteuottied te.rd. lot line 1 Ivktia 1�t cot Maximum building height ,Specia height limits Density ca •ulation flag lot other Density transition Landscaping: minimum % 0 of area Street Trees Buffer Areas , Parking Areas. Visu clearance Parking nd loading Access and ci ulation Signs OTHER CONSIDERATIONS (See application checklist for specific items) Sensitive lands: .flo ®dplain __�;� drainageWay >25% elope Wetlands Open space Histori olierlay Street imp ovemehts /connecti ns /k4 4 : be e045t5-C/ X14 Cd7 i kid' day Sanitar it y l $44444( Storm SeWi 51606 10,04/6 ,f I Ymprot emeri ` ✓� Otter agen, / id, `PROd bURE • Administrat hubl .c IieaettiliDear ngs Officer Public NearingjPlanning C nithis ion The rdtninxstrative ,decision or Public Dearing s all +occur appro�iaati?ly a0 days after a complete application is filed: - ,40=day appeal period follows ail deciions. (0573Pfooz2P tr Ns dVd1w'Idr n+e .' t r4. r~r*44. r • 00 r- ems,* dv) /, '4'1,04 of otts 0d,'j'�'�1 • gg4.y; 4 ^d ''dN,m v d.WR.J. 4 Oogl 11lt.. INNS . I1412 f. 1 irrl ry�y ?a1 L "Ga „ 11 l aititheidgiuiainirsiaatmomesat ", $;: • 0' d CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST 6, &Key Staff arke Date The items on the checklist below are required for the successful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application. This sheet MUST be brought and submitted with all other materials at the time you submit your application. See your application for further explanation of these items or call Planning at 639-4171. BASIC MATERIALS • A) B) C) D) E) F) (G) (H) Application form (1 copy) Owner's signatureiloritten Title transfer instrument Assessor's map Plot or site plan Applicant's statement List of propert oWn Filing fee ($. SPECIFIC MATERIALS authorization — addresses within 260 Ire admitnisltlettle, ifetifet,0 A) Site Information shotlial (No. of copies ): 1) Vicinity Map 2) Site size & dimensions 3), Contour lines (2 ft at 0-10% or 5 ft for grades > 10%) 4) Drainage patterns, courses, and ponds 5) Locations of natural hazard areas including: a) Floodplain areas b) slopes in excess of 25% c) Unstable ground d) Areas with high seasonal water table ITEMS TO BE INCLUDED e) Areas with severe soil erosion po en a f) Areas having teVerelymoak foundation. so s 5) Location of resource areas At. .ohown on the coMPeollenivo. MA.0. inventory. inci4dinqt, A) Wildlife habitats• • • b) Wetlands• 7) Othbe feAtueet,.!. A) kook tcroppings b) Trees . with 6" 4,, tAiipee.. measured feet • • • from • round . • 6j.. Location of exitinI•teLiotoeeb And their uses • 0) Location lid •tyitie. Of on And,off—oite noise • sources :Location of otititie and easements Location exioting. dedicated eiohtot-4s A.y. 0) gIALL.pfivelopment.....01An_Aowihq (Mo:. of. _ 1).. The •proposed ..“te.And oiwk--000ding properties 2) • Conoti.e. line als A) The location, diniensiOn and •Ail • !). platted ..dteeet••t other 004 eAetoento Oh the site.• Alit" .44jOihih§ ■ C on peopeetlet APPLICATION CKaLitY Page. •i y. b) osed streets or other public w ;;' & easements on the site. c) Alternative routes of dead end or proposed streets that require future extension The location and dimension of: a) Entrances and exits on the site b) Parking and circulation areas c) Loading and services areas d) Pedestrian and bicycle circulation e) Outdoor common areas, f) Above ground utilities The location, dimensions & setback distances of all :. a) Existing permanent structures, improvements, utilities and easements which are located on the site and on adjacent property within, 25 feet of the site b) Proposed structures, improvements, utilities and easements on the site 6) Storm drainage facilita'es and analysis of downstream conditions 7) Sanitary sewer facilities 8) The location of areas to be landscaped 9) The location and type of outdoor lighting considering crime prevention techniques 10) The location of mailboxes 11) The location of all structures and their orientation 12) Existing or proposed sewer reimbursement agreements C) Grading P! (No. of copies . y C The site development plan shall include a grading plan at the same scale as the site analysis drawings and shall contain the following information. 1) The location and extent to which grading will 'take place .indicating general contour.1ines slope ratios fP and soil Jstabiliz tion` proposals, and time of year it is proposed to be done. , C� 2) A statement from a registered engineer supported by da ta ating: a) Subsurface�eAploratian and,geotechnical engineering pt b) The o f sanitary sewer 'anc! store t drainage service proposals c) That all problems will be mitigated and how they Will be mitigated Bo If Arch' copies .,.� C ] itectu'ral Orawin�s No of dude The site development plan proposal Shall inc 1) F .00r plans indicating the s' tare footage of all s C ] tructures proposed for use on -site: and 2) 2 Typical elevation drawings of each struc dire. copies , E Landscape Plan (No. of le _.... C 3 The landscape plan shall be drawn at the of .. s th e site analysis plan or a largeri Scale if necessary and shall indicate. dig......, ., ., 3, 1) De §ci^iption of the irrigation system inhere applicable t 3 2) Location and height' of'' fences; b4ff ees and screenings 1 i APPLICATION aFtckL i i -u Page 2 3) Loca " of terraces, decks, shelters ;''lay areas and common open spaces I 4) Location, type, size and species of existing and proposed plant materials. ( 3 The landscape plan shall include a narrative which addresses: 1) Soil conditions. - C 2) Erosion control measures that will be used. C 3 Sign Drawings Sign drawings shall be submitted in accordance with Chapter 18.114 of the Code as part of Site Development Review or prior to obtaining a Building Permit to construct the sign. C ]' Cs) Traf f is generati on estimate C 3 H) prel imina j _partition or , "lot ll ine ad L+ustn ant snap showing, owner of the subject (No. of Copies ) 1) The sect parcel C 3 2) The•owner's authorized agent C 3 3) The map scale, (20,50,100 or 200 feet =1), inch north arrow and date 4, . C 4) Description'of parcel location and boundaries C 3 5) Location, width and names of streets, easements and permanent buildings s on and we parcel. C ] other public ways within and adjacent to thitpar 6) Location of P 25 feet of all property lines C 3 7) Location and width of all Water courses,.... C] ,g) Location of any ground with 6" or greater caliper at _... 4 feet above round level C] 9). All slopes greater than 25% C a 10) Location of existing utilities and utility easements 'C ] public street: 11) For major partition which creates locationaand� width G ,p proposed 9 b) A scaled cross - section of the proposed street plus any reserve strip • C ] 12) Any applicable deed restrictions C 13) Evidence that land partition will not preclude a efficient future land division sion where applicable t �d Subdi.VisisT prelimnarP iy ?1at .Nla and data showi (lo. of Copies ): 1) Scale equaling 30,50,100 or 200 feet to the inch and limited to one phase per sheet C 3 2) The proposed name of the subdivision ( 3 3) Vicinity map showing property's relationship to arterial and collector streets C 3 Names, p ner sheer, surve er, designer as pp p y � g 4) �deV�loaer,�eengs and telephone numbers of the applicable�, p 5) Date of application C 6) Boundary lines of tract to be subdivided C] %) Names of adjacent subdivision or names of eecoeded owners of adjoining parcels of unsubdivided land [ ] contour lines related to a City= - established bench- markat2— --foot intervals for 0-10i grades greater than 10% G 3 APPLICATTO!►, CNEULYT — Page 3 10) storm sewers with grades and pipe sizes indicated 3 11) Plan of the proposed water distribution system, showing pipe sizes and the location of valves and [ 12) Approximatencenterline profiles showing the finished Approximate g , a grade of all streets including limits ofttheipropose reasonable distance beyond the [ 3 subdiVision. 13) Scaled cross sections of proposed street right --of— Way,, ( 3 14) The location of all areas subject to inundation or [ 3 storm water overflow 15) Location, width and direction of flow of all , water- courses and drainage ways 16) The proposed lot configurations,. • approximate lot dimensions and lot numbers. Where losts are to be used for purposes other than residential, it shall be indicated upon such lots- 1 il'4'C�i�^ inches or �• 17) The location of all trees with a diameter 6 , g a ground level, and r measured at 4 foot above g • rests if any the location of proposed tree plantings, 16) The existing uses of the property, including the location of all structures. and the presentttuses ef 1. the structures, and a statement of,which s - �ret to remain after platting 19) Supplemental information including: Proposed deed restrictions (if any) a) Prop© b) Proof of property ownership c) A proposed plan for provision of subdivision improvements j atures including rock out- croppings, �.' ing natural features Exist Wetlands and marsh areas.4 �..._. The p 't± se, location, type and size of following (within and adjacent to the subdivision): [ 3 1 of the posed ) Public and private right—of—ways and easements [ 3 • a b) Public and private sanitary and storm sewer lines [ 3 c) :Domestic water mains including fire hydrApts c9) Major power telephone transmission lines (50,000 volts or greater) E [ 3 e) Watercourses [ 3 f) Deed reservations for parks, open space, pathways [ and other land encumbrances Approximate plan and profiles of proposed, sanitary and 'ndicated (2362P/0028P) 21) on cannot practicably . of the foregoing. info�►ti . �f any � �,...: � be be shown on the preliminary plat; it shall •ihceeporated.:into a narrative and submitted with the app1i:cation. Other Information APPLICAT ZOi� C{-IECi(L7�S7' - .Page C3 [3 E E t, 3 [ 3 ,[3 www 44, • • 2. The app icant can show intent of init ating construction .the .site within the one year extension period; and 3. There have been .no changes in the facts or the applicable policies and ordinance provisions on which the approval was based. . C. The decision of the approval authority may be reviewed by the Council as provided by Subsection 18.32.310.B. (Ord. 89-06; Ord. 87-66; Ord. 87-32;- Ord. 83-52) , 1114„.9110,.....422mvii1 Aandards A. The Hearings Officer shall make findings that all of the following criteria are satisfied when approving, approving with conditions, or denying an application request within the 100-year floodplain: 1. Land form alterations shall preserve or enhance the floodplain 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 floodplain shall be allowed commercial or industrial on map; 3. Where a land form alteration occur within the floodplain it in the water surface elevation development within the 100-year only in an area designated as the comprehensive plan land use or development is permitted to will not result in any increase of the 100-year flood; 4. The land form alteration or development plan includes a pedestrian/bicycle pathway in accordance with the adopted pedestrian/bicycle pathway plan, unless the construction of said pathway is deemed by the Hearings Officer as untimely; 5. The plans for the pedestrian/bicycle pathway indicate that no pathway will be below the elevation of an average annual flood; 6. The necessary U.S. may Corps of Engineers and State of Oregon Land Board, Division of State "Lands approvals shall be obtained; and 7. Where land form alterations and/or deve/opmant are allowed within and adjacent to the 100-year floodplain. the City shall reqUire the dedication of sufficient open land area within and adjacent to the floodplain in accordance with 'the comprehensive plan. This area shall incidde portions of a sUitable elevation for "the construction of a pedestrianibicycle Pathway within the floodplain in accordance with the adopted pedestrian/bicycle pathWay plan. aeviaed 02/27/89 Page 186 • L. The Director shall make findings that all of the following, criteria are satisfied when approving, approving with conditions, or denying an application request for a sensitive lands permit on slopes of 25 percent ov greater or unstable sroUnd: 1. The extent and nature of the proposed land form alteration or development will not create site 'disturbances to an extent greeter than that required for the. use; 2. The proposed lama fora alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property; 3. The structures are appropriately sited and designed to ensure structural stability and proper drainage of foundation and crawl space areas for development with any of the following soil conditions: .wet/high water table; high shrink-swell capability; compressible/organic; and 'shallow depth-to-bedrock; and 4. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance With Chapter 18.100, Landscaping and Screening. C. The Director shall make findings that all oi the tO1104tos''Oriteeia are satisfied when approving, approving 10'1.10kt Conditionea'or denying application .recineat for a sensitiVe lands Permit Within drainagewaYs: 1. The extent and natlur4 of the Proposed land form alteratton'er 4develoPment will not create Site distUrbenoes to the eNtent " greater than that reqdired for the use; 2. The proposed land form alteration or development will ndt result in erosion, streaM sddimentatien, groUnd or other adverse on-site and 'off-site effects or hazards to life or proPertY; 3. The water flow capacity' of the drainageway is not "decreased; 4. Where natural vegetation has been removed due to landifotva' alteration or development, the areas not covered by etrnetures, Or iMpervious Surfaces Will be replanted td PreVent erogienin"; -accordance With Chapter 18.100, Landscaping and Sareening; teVided 02)11.04. Pee 1n 4 OZ 5. The .drainagewaY will be replaced by a public* facility of adequate size to accommodate maximum flow in accordance with the adopted 1981 Master Drainage Plan. 6. The necessary U.S. Army Corps of Engineers and Staie of Oregon Land Board, A Division of State Lands approvals shall be obtained. Where landform alterations and/or development $re allowed within and adjacent to the 100-year floodplain, thzCitY shall require the dedication cf. sufficient open land area within and adjacent to the floedplain in accordance with the Comprehensive Plaid. This area shall include portions of a suitable elevation for the construction if pedestrian/bicycle pathway within the floodplain in accordance with the adopted pedestrian bicycle pathway plan. (Ord. 89-06; Ord. 87-66; Ord. 87-32; Ord. 86-08; Ord. 84-29; Ord. 83-52) t.tion for bevelo man of the 108t11/112111_,Eglgks,L4*ilq04:- 11.912nditt Area be ow. the 140 Feet Elevation ' A. Under the sensitive lands permit process, the Director may allow portions of the ravine at 108th and 113th, detighated at a significant wetlands area, to develop provided that, all of the following criteria are nett °I. the land (within thdi ravine) being dettelopment it 'eta than 25 Of:ardent Slope; 2, There are no unstable soil conditions on considered for development; and 3. The oVision Of Chapter I8.150, Tree ReMOVal, shall e net. (Ord. 89-06; Ord. 87-66; Ord. 87-32; Ord. Censidered-':for the land " being 18.84.048 Si nificant wetlands A. Development is prohibited within all areas designated as significant wetlands on the Ploodplain and Wetlands Map. Development du property adjacent to significant Wetlands shall be done under the planned development section of the Community-Development Code. In addition, no development shall occur on property adjacent to areas designated as significant wetlands on the FloodPlain and Wetlands Map within,25 feet of the designated wetlands area. 1. Revised 61411/00 Page 188 • A.', • ' r: • ' r*"' "'At 'rr, 4 rr44,40: Jo, r'' . 4'7* **" " LEGIBILITY STRIP W ILL.OWBROOK FARM SITUATE IN THE N` .: E i/4 OF SECTION 1.5 T 2 S R I WILLAMETTE MERIDIAN CITY OF TIGARD COUNTY OF WASHINGTON STATE OF OREGON 518" FD:_ 1.Rk IBC. 2.02: W 0:27 304" FD.. I.P , S., 0.07 to .:105 I/27 FD I P:. 5. 0.12 W.. -U7 1127 FD. LP:, N.. 0.02: W:. Lit 5/8" FD. LR. WI PLASTIC CAP 'wcI LS' 1841 N. 0.42 6 =6.40 60.00 233 °.7 L. r 7446 S.F TRACT A - _38,245 S.E. CONVEYED TO. THE CITY OF TIGARD AS OPEN SPACE 45.00 C31 Cap' o C32 N 89"52'07" E �. �-- - ---- - 38.200 Cb. 36.00 5 14. 10 24.10 22.82_ 38:20 60 g0 9 �. 6343 = SF: 6999c: :. Cr. 49. 0 Ckt 0 a 16 6960 SF to C 0 17 �:- 6271 S.lr... 3.3 C34 897 Cl5 46.30 18 Cl 4 28.3; 0 so 0 65.50 60 O 65.52 S 89° 2.07" Id 95.5i S 89°52'07u W 95.51 l22` 30_00 39 15 7942 2 tri 14 TO (St 13 6CY3. $f 0 -J nse to ° 50.0{: _1.00= INITIAL POINT r Di °. R 2.53 SET risO LP WI we- t.R. ge.- _ WITH PLASTIC. CAP` WORMED ♦�� +� �'_ Mp }-..PHA.., ENGR. «, Q1fn,64 4.9- ,_E,0.10 81:65 104.74 4.00 10.00 125.86 49 y 700 5. Z. • .o c +'I',- 20 t z 7556 S.F. w 10 FT. WIDE PRIVATE STORM LAN. EASENT -- 40 - - - 0.68 .o _ -.1 • N 89 45' 58" W 666.42. I HEREBY` CERTIFY` THAT THIS TRACING IS A TRUE AND EXACT COPY OF THE PLAT OF 'REBECCA PARK ARLAN E. BROWN` P.L.S. ' NO.2884` August 17, 1989 CTYOF TO' 4 C)REGON Suzann M. Baricevic Sales Associate 7209 SW Beaverton-Hilledale Hwy. Portland, OR 97225 Dear Ms. Baricevic: Recently we discussed your need to provide sanitary sewer service to the property at the corner of 113th and Durham Road. This property is within the City limits. You indicated to me that in order to provide sewer to this property it will be necessary to construct a sewer line across an adjoining property which is outside the City limits. You asked if the City would oppose the formation of a local improvement district (LID) for construction of such a sanitary sewer line. It is a long-standing City policy to discoUtage the connection of properties to the sower system until such properties are annexed to the City. Therefore, if the proposed LID provides for connecti01 of properties outside the City, I would anticipate that the City Would ()Mose the formation of the LID. However, you indicated to me that it may be possible to construct the sewer so that it does not provide for any connection of properties which are outside the City limits or, alternatively, to provide some legal restriction so that properties outside the City limits cannot connect to the new sewer line until such time as they are annexed to the City of Tigard. If this can be accomplished then the sewer line would comply with the City policies and I would anticipate no opposition from the City. I hope this provides the information which you needed regarding City Polic. Please note that the formation Of a local improvement district requires a public hearing process. before the city could forMally endorse any LID proposal, we would need to Ode a more precise alignment few the proposed sewer and the proposed boundary of the LID. hiso, coneideration 'odid need to be given to any statementS of opposition which might be todeiVed from the 1;toperty owners through the heating process. Sincerely, Randall R. Wooley city bngirser c: Terry Chamberlain, tisA dj/BARICEVI.RW 1612$ WHdII ivd Po 06)(28801,.110citelo Oregon 97223 .(503)630=41 [Page Too Large for OCR Processing]