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SDR1990-00003
POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm.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. rQ' • STATE OF OREGON County of Washington City of Tigard ) AFFIDAVIT OF MAILING , being first duly sworn/affirm, on oath depose and say: (Please print) That I am a \t 1( ��7� `,i --�- for The City of Tigard., Oregon. . That I served NOTICE OF PUBLIC HEARING FOR: That I served NOTICE OF DECISION FOR: ity of Tigard Planning Director Tigard Planning;Commiss'ion Tigard Hearings Officer Tigard City Council py (Public g e of Decision) of which is attached (Marked' A co Public .•Hearin .Notice /Notice Exhibit "At °) was mailed to each named ersons at the address Shown on the attached list marked exhibit "B" on they f " day of l � 19l ° said notice NOTICE OF DECISION'as here o attached was poste. o �.� da: of L' �. � ° � d on .aft appropriate' bulletin board on the y , 19-/Z);.. and deposited in thy► United States Mail on the % day of postage prepaid Prepared Notice /Posted (For Decision Only) Subjcribed and Sworn /affirm to me on the 19 day of NOTARY • UBLIC OF OREGON My C issior,. Expires:"5 9, Pe son ", who delvered to POST OFFICE Sub c ribed and Sworn /affirrn to me on the day 19 NOTARY PUBLIC .'OF OREGON my Commission Expires:'' CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 90 -03 VLADO BARICEVI C APPLICATION: A request by Vlado Earicevic for site Development Review approval to allow develo ment of a p 172 unit apartment complex on an $.73 acre Bite113th . and Durham _25 (Residential, 25 units/ acre Location: southeast corner of am Road (2S1 15A, Tax Lots 1700 and 1800). 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 listed on pages 8 through 11. The findings and conclusions on which decision was based are noted below: the A. FINDINGS OF FACT 1. Background The subject site was annexed to the City of Tigard, in October, 1983. The site has been designated for Medi of frontage on Durham Road: and approximately 760 feet of frontage on SW 113th Avenue. Durham Road is classified as a major collector street by the Comprehensive Plan's Transportation Nap.' Durham Road is scheduled for major improvements and widening this summer. SW 113th is functionally classified as a local street. The applicant proposes to develop a 172 unit apartment complex on the site The development would include eleven 2-1/2 story tall residential buildings. Also proposed are a single-story office and recreation building, an outdoor pool, a spa, and a putting teen. Recreational facilities would be located in the g Recreation northwestern corner of the site. The development is designed to have three accesses to SW 113th.' Avenue. The northernmost access will be approximately 150 feet south of the centerline of Durham Road, directly across from the driveway from the Tigard Towne Square Shopping Center. The other driveways would be located 150 feet and 350 feet south of the first driveway. Ralf street imProvements are proposed to be constructed along SW 113th Avenue, including 20 feet of pavement from the road's centerline, curbs, sidewalk, storm drains and streetlighting Twenty -five additional feet of right -of -way along Durham Road will be dedicated for future street, imrovements. improvements Road frontage p No im rovenient~s` to the site's Durham Rod; are proposed. p be provided by a Internal circulation for the develo went will b network of 24-foot wide roadways. An eastern segment of the roadway system would extend parallel to the ravine and the Sycamore. T arrace Apartments site t. the east Thirty-six '� P o th apartment urritb would be located in the two p buildings along this easternmost driveway. The driveway'w meat bui `� would terminate with a hammerhead - type vehicle turnaround approximately 170 feet from the end of the driveway. Eight garages, would be located at the southernmost end of this eastern driveway. A total of 287 parking spaces would be provided including the 8 garages, 176 carport spaces, 97 uncovered parking stalls, and 6 uncovered handidapped spaces. The designated handicapped spaces are all located on the western one - -half- of the sate. The proposed site plan Calls for approximately 39% of the site to be landscaped. The landscaping plan calls for maple trees to be located within the development site and the along the site's border .. to serve as street trees�a�ong t;he nurham .Road frontage. Maple trees would alas line the proposed development's eastern trees wok Sycamore Terrace Apartments. ,. .. A number of eastern border uld�b+�,�elocated along the southern. j 1 border of the site. Landscaping along the SW 113th Avenue :? rontage would include a combination of hornbeam trees, arborvitae,, bougl.aa fir, and other smaller bushes and shrubs. The landscaping plan also provides for the provision of three picnic areas scattered NOTICE OF DECISION -. SDR 90 -0003 W �l iRICEVIc Page as throughout the site ite :including one area in the far northeastern corner of the site underneath the large oak tree located, just to the east on the Sycamore Terrace property. The landscaping plan also calls for a 6 -foot tall fence to be located along the Durham Road frontage and a sign to be located at the intersection of 113th Avenue and Durham Roads.:' The development is proposed to be connected to the public sanitary sewer system through installation of an ''8 -inc;! private sewer line connecting to a 'proposed Unified Sewerage Agency public sewer line within the ravine to the south. Unified Sewerage Agency has applied for a Sensitive Lands permit for tnsta1J.ation of the sewer ' line in the drainageway through a separate application. Water service to the site exists from a 12 -inch line along Durham Road, and an 8-inch line along SW 113th Avenue. Water service development on the site would include installation of six fire hydrants. Storm water drainage would be provided through storm sewers draining to the ravine on the eastern third of this site. Agency and NPO Comments The l n ineerin g. 9' Division has reviewed the proposal and offered the following commentsa 1. The site fronts onto Durham Road and 113th liAvenue. Durham Road is a' 2 lane paved road classified as a major collector street. The 'existing right -of -way is 20 feet from the centerline' 45 feet is required for Durham Road. This additional ri,.ght -Of -Way is it:iv shown appropriately on the submitted plans. Additional right -of -way must be dedicated at the intersection Avenue to allow a 25 foot return and sidewalk to radius curl. re be constructed within the public right -of -way. Improvements to Durham Road, typically required of developments such as this should not be required j and is providing for these �e aged since the, Ma or �treete Bond The future curb w:� 'll transition from the g Avenue to the standard 22 feet existing width �ic�st of 113th Div from centerline along the Sites frontage. 113th Avenue is a two lane paved local street, improved an the opposite side through the recent development of that shten on the submitted f improvements should be constructed, as . street pla ds along the site's frontag e n, to 1oca3: rzdar 4 Three accesses ;are' proposed to the site off 113th Avenue and none are proposed to Durhaitil Road. Access to DurhaM Road is not recommended since an alternate access exists off 112th Avenue NOTICE OF DECISION - SDR 90 -0003 B,ICD'VIC1 Rage 3 L. p 3 . A traffic analysis should be performed to determine if right and left turn lanes are warranted for vehicles entering Durham Road from '113th Avenue. The analysis should consider the full development of areas to be served by 113th Avenue to the south, this apartment complex, and the commercial development across 113th Avenue, Traffic volumes for the commercial site and for Durham Road are available from the Engineering Division of Tigard. 4. Since the site contains a large drainage swale, stoma drainage is provided. However, the drainage swale should be evaluated t to determine if wetland areas are involved within the swale. A Corp. of Engineers permit should be pursued to determine the limits of any wetland area and how much fill ,.. can be allowed within any wetland area. Sanitary sewer and storm drainage lines are proposed to be installed the Swale. Since the Swale contains Slopes in excess of 25 percent and is ' a drninageway; the installation must comply with the Sensitive Lands requirement of the TMC Section 18.84.040. 5.. The site is to be served by public sanitary sewer at the southeast corner of the site. The sewer service is to be Provided by a local improvement district formed through the Unified Sewerage Agency. g District 23J has reviewed the proposal and has Tigard School Da.stric• commented. that the proposed apartment complex is locafad within the Templeton Elementary /Twality Junior High attendance boundaries. This complex is expected to generate 42 new Templeton Elementary and 69 stude J'undt for oxHigh� Because � 27 other developments �'lts at Twality are also'' now being Planned or constructed, prospective occupants of this development shoulda in be advised that �Dtudents may need to !be bused to other order to accomodate this growth, After the District oo aamplet es its new middle school in 1 992, there should be room' available at Templeton Elementary and Twality Junior High schools to accommodate the anticipated additional Students. soue Di Y " r t has, reviewed the The, Tualatin �'aZle Fire and Re si;.ric proposal and has provided the following comments: along the sites 'e�'�rz enc access be pratrided 1. The Distract recommends that an g g eastern boundr.ry connecting with the internal roadways for the Sycamarei Terrace Apartments; 2 . "No Parking, Fire Lane, Tow Away" signs shall be posted at the turnaround on the casters edge of the Site ' in accordance with ORS 478.910; NOTICE OF DEC1SIO - 8DR 9.0 -0003 BA tICEvIC Page 4 3. Fireflow shall be provided as required by the uniform Fire Code. NPO #6 has reviewed the proposal and has provided the following comments: 1. More lighting is needed in the southeast corner garage area; • The proposed landscape buffering may need to be increased; proposed development's far along the southern border 3. The NPO recommends that one of the picnic areas be converted to a children's playground for the use of the tenants; 4. The hammerhead turnaround for emergency vehicles in the southeast Corner does not appear to provide adequate area in accordance with Code requirements. The Park Board has reviewed the proposal and has recommended that the eastern aide of the site be left undeveloped. The Park' Board recommends that the developer consider a combination of sale and of this area for development of a ravine /parkway' connection with a trail to the Tualatin River Greenway.- The Park Board feels that than proposed greenway connection would be a g Proposed development as well as to the City. However, if development of this greenway area on the eastern third of this site cannot be accommodated, the Park Board would • the area within the drainageway to be dedicated for 'greenway purposes. The Building Division, Tigard Water District, General Telephone, POE, and the Metro Area Comrnunis;ations Commission have reviewed the proposal and have issued no comments or objections. No other comments have been received. ANALYSIS AND CONCLUSION Proposed site improvements comply with Community Development Code R--25 zoning district (Residential, 25 units /acre) requirements for setbacks, building height (35 foot maximum height), lot coverage, (maximum allowed site coverage of 75 %; 61% site coverage proposed), and landscap ed area (25% minimum required; 35% site landscaping Mult Provided). p t�,-famil.y � p the R -25 The o osed number residences a unite , e 72 172, comulieS with the zone. pr p ,� r p Permitted density standard applied o parcel.. Plan and Code standards would permit nex~ee�o f2�b residential units on th is site. The proPosal alto complies with Code standards for internal roadway widths, total parking spaces (258 parking Spaces required; 287 total, NOTICE OF DECISION i — SDR 90 -0003 BARICFVIC page' • NI u....it..;.:... -.. ._,.,... :.;�:.. .. ......... .... .. I... .:�.. ._,.... .: .�.. ,.'.... . «... ..:..::..:, .,,_ .::..:,,..� ,.... .4.i_..... ._ .... ,_.. �,.... ,,, .ice, ..,_.. �... �..»..__.. N� parking spaces provided), covered parking (172 covered spaces required; 184 covered spaces provided), and provision of 6 designated handicapped parking spaces as required. The site plan also satisfies Code requirements for private and shared outdoor recreational areas, site and parking area lighting, and number of accesses. Issues below: special significance regarding the proposal are detailed Landscaping /Suf f erir The landscaping proposed satisfies Code standards for amount of landscaped area and for street trees along Durham Road. RArking area landscaping requirements are also satisfiedi, However;, modifications to the landscaping plan will be necessary to provide for an adequate number and t e of along site's Avenue yp f street trees al�rn the. sites SW 113th A,vs'_nu frontage. The :landscaping plan must also be revised to remove oversized landscaping materials from the required vision clearance areas at the intersections of internals driveways with SW 113th Avenue and to modify the fence at the site's 113th Avenue /Durham Road intersection. Landscaping, fencing, and signs within required vision clearance areas may not block motorists' or pedestrians' vision between 3 and 8 feet above grade. In addition, the landscaping plan Should be revised to provide additional landscaping or fencing along the site's southern and eastern borders to provide privacy for the residents of the proposed development and adjacent properties. The present landscaping plan calls for a combination of linden and maple trees along these borders. Additional understory landscaping or screening would Serve to also provide low level privacy not afforded by these trees. Park Dedication/Park Access: Comprehensive Plan Policy 3.5.3 requires that developments which include land within and adjacent to floodplain areas and drainageways dedicate sufficient land area for the development of a greenway /open space system. The ravine on the eastern portion of the subject site is designated as a drainageway on the Comprehensive Plan's Floodpiain and Wetlands' map. The ravine is, largely undevelopable because of its steep Slopes. p pre e y d to the Cityof Tigard as i ravine asconditionsofapprovaleof the DoverLandin� g' II and Rebecca Park subdivisions and the Sycamore 'Terrace apartments The site plan notes that the ravine area below the 140 foot elevation is intended to be dedicated y nwa i ance with the preceding P pP ed _as , rey ,. y n conform recedin develo ment a rovals and City policy. It is recommended y vegetated area also be that the remainder of the heavil, ve stated rawirie ar dedicated in order to better preserve this important open space area. It is also recommended a public use pedestrian easement be provided between the head of the ravine and either SW 113th Avenue or SW Durham Road. In addition, -,in order to protect this open space/resource area the City of Tigard will require that the ravine area be fenced off NOTICE or I ECISIOW •- SDR 90 -0003 BARICDVIC Page A during construction on the site so as to ,prohibit construction equipment and materials from entering this area with the exception of necessary construction activities for sanitary and storm sewer installation. Rmergen y Vehicle 13cces Staff finds that the proposed hammerhead -- configured ; turnaround on the easternmost driveway sati.efies the dimensional requirements of Code Section 18.108.070.C.2 and therefore the proposed roadway system provides an adequate, though less than ideal, circulation system for emergency service purposes. Staff agrees with the Fire District's recommendat that applicant pursue an agreement with the abutting p rop erty owne rs for a connection between the. proposed cis veloprnent.and;the,Sycamore Terrace Apartments. The connection, could be limited to emergency vehicle use only. Si.gnage No plans for signage have been included with the development application except for the proposed sign location at the corner` of SW 113th Avenue and SW Durham Road. If the sign will exceed three feet in height, it will violate the Code's vision clearance requirements at intersections. When a sign permit is applied for, the Planning division will review the sign's location, size, and height requirements for compliance with Code requirements. Code Section 18.114.130.8 allows one permanent freestanding sign at each entry point to the housing complex, not to exceed 32 square feet per face- Recommendations Staff and commenting agencies have noted several items with regard to plan p o u ing of the the site lan that could be modified to a.�t rove the .function'` site. with Plan or Code Because these items do 'not conflict w reiretnentsn modifications are not mandatory but instead are offered as � '` P: g p p mmends that the applicant consider theofoliowinevelopment. Staff' recommendations for xm rova.n Sts recd ` g Relocate at least one designated handicapped parking space to the eastern section of the site to serve tenants or visitors of the apartments in this areal; � Pl ace at least two of the designated handicapped parking spaces underneath carports to Serve handicapped tenants of the apartments; Provide playground equipment for the use of children residing within the development. Playground equipment could replace one of the proposed picnic areas or be located adjacent to a picnic area; NQTIC1 OF DECISION - SDR 90 -0003 - BARICEVIC rage 7 • Additional lighting should' be considered for the area of the garages in the southeast corner of. the site; Dedicate all area within the ravine to the City as greenway/open space instead of just the required dedication of land below the 140 foot contour. Provide a public use easement from either Durham Road or SW 113th Avenue to the ravine to allow access to the ravine for non-residents of the development, . DECISION The Director's designee approves Site Development Review SDR 90- 0003 subject to the following conditions- Building Permits will not be issued until the following conditions have been satisfied or a satisfactory performance assurance provided 1. A revised site plan /landscaping plan shall be provided which'' provides for: a. Satisfactory numbers, sizes and spacing of street, trees along the SW 113th Avenue frontage of the site; b. Revisions to the proposed landscaping at the' proposed driveways l Avenue and revisions to the fence at the113th /Durham intersection "to comply.. with''' - vision clearance requirements; c. Additional understory landscaping materials 'or' fencing along the site s sou ' there and eastern borders to satisfy Code buffeting equirements. STAFF' CONTACT: Jerry Offer g , Planning 'Division (639- 4171) p 2. At a minimum, the area below 140 foot contour shall be dedicated to the boundary showing as reenway -» open space. g i A ma�numented re Tigard Y p ines, prepared b a ''�' Y survey win al.l new title 1. y registered professional land surveyor, shad the City for review and approval g omitted to pP ° prior to recording. suSTAFF CON'TAC'T. John Hagman, Engineering Division, (609,,4171),' ot It. A permit or evidence that a permit is 'not required shall be obtained by the applicant from the US Army Corps of Engineers and Division of State Lands, (Authority: Section 404, Clean Water Act and ORS 541.605 to' 641. � 695) A copy o,f the Permit shall be provided to the City Engineering Division by the applicant. STAFF CONTACT. Greg SerrY. Engineering Division (639-4171). The applicant shall demonstrate that the requirements of the TMC Chapter 18.84, Sensitive Lands are satisfied. P provided by the USA .Local satisfied- The sanitary sewer im rc►vement:s Improvement bistrict shall be in place prior to issuance of NOTICE OF DECISION SDt 90 -0003 - BARICEViC Page 8 occupancy. Evidence assuring the Local Improvement District is, valid shall be provided prior to issuance of a building permit. • The applicant 'shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary sewer system.`, STAFF CONTACT: Brad Roast, Building Division (639 -4171) . • The proposed privately operated and maintained sanitary sewer and storm drainage system plan - profile details shall be provided as part of the public improvement plans STAFF CONTACT: Greg Berry, Engineering Division (639 - 4171). • The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on -site system designed to prevent runoff onto the adjacent property. STAFF CONTACT': Brad Roast, Building Division (639- 4171) 9w The applicant shall demonstrate that storm drainage runoff can be discharged into the existing drainageway without significantly impacting properties downstream. STAFF CONTACT: Gre g , Berr y Engineering Division (639- 4171:). 10 The development shall not be permitted to access directly onto Duham Road. STAFF F CONTACT. aohn Hagman, Engineering Division (639-4171). ex expected volumes at the intersection Provided detailing the P y report n ° be of 113th Avenue and 11. A traffic analysis re ort shall Durham Road based upon full development of the area ito be accessed by 113th Avenue. The traffic analysis shall determine if right and l eft turn laned. on SW 113th Avenue are warranted at Durham toad.. , driveway apron, curb, asphaltic concrete Pavement walk' 12. Standard half- street improvements' includin concrete side e P drainage, , streetlights, and underground utilities shall be installed along the 113th Avenue frontage. :ern ro p vements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Division. STAFF CONTACT: Gary Alf Engineering Division (639-4171). Two ( ) detailed public improvement plans and Profile 13 d construction drawings shall be submitted for reliminar.review F y to the Engineering Division. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and a roval (NOTE: these addition any gs by the. Building Division and should only include shee g P n drawin PP d � Lane are in additzan to a is STAFV : re s,tre Engineering t to � Public .s.m rove tents. , relevant g� n ( ). D��wision 639,.. 4.1.71. �'� sCON�.ACT. John Ha. a S SDR ' 90 -0003 - 'I A.EICEVIC NOx1GE OF DEC1u ION �» Page I 14. Building permits will not be issued and construction of proposed, public improvements shall not commence until after the Engineering Division has reviewed , and approved the public p improvement plans and a street Opening permit or construction compliance agreement has been executed. A 100 percent performance assurance Cr letter of commitment, a developer engineer agreement, the a , payment of a permit fee ,and a sign installation/ streetlight fee are required. STAFF CONTACT: John Hagman, Engineering Division (639-4171). 15 The proposed privately- operated and maintained parking lot and /or roadway plan - profile and.,cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfson, Engineering Division (639- 4171) a6 Additional right -of -way shall be dedicated to the Public along g the Durham Road frontage to increase the right-of-way to 45 feet from the centerline and to provide area for a 25 foot radius curb return and sidewalk at the 113th Avenue intersection. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on city forms. . Engineering , Division. STAFi Instructions are available from the CONTACT: Jon Feigion, Engineering Division (539-4171). 17. Additional right-of-way shall be dedicated to the Public: ;along g increase the right -of -way to 25 feet the. 113th Avenue frontage to incre from the centerline. The description shall be tied to the existing right -of -way centerline. The dedication document 'shall be on City forms. Instructions are available from the Division. STAFF CONTACT: Jon Feigion, Engineering Engineering Da.vi Division (639-4171). 18. A grading submitted showing the existing and gcontoursshalA soils s report shall be . the soil compaction re report e provided detailing p requirements. STAFF CONTACT: Greg Berry, Engineering Division (639-4171). 19 . An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November .1.'989 . 20. A tree removal Permit er mit shall be Obtained prior to removal of any trees with a caliper in excess of 6 inches at 4 feet above grade. In order to protect trees within the ravine area, temporary fencing of a height of no less than four feet Shall be installed along the edge of the wooded area. Fencing must also be p large O don the dripline of the lar g . oak tree Located... near the site's �+�eeastern era ert. line. g shall in in place p y Fencing shall rema until the completion of all construction activities on the site. STAFF CONTACT: Jerry Offer, Planning Division, (635-4171). . NOTICE OF DECISION �. SDR 90 0003 E�ARICEVIC Page 10 ti p THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT FOR ANY OF THE PROPOSED BUILDINGS. STAFF CONTACT: STAFF CONTACT: Jerry Offer, ! Planning Division. 21. All landscaping materials shall be installed as per the approved revised site plan /landscaping plan. Financial assurance shall be Provided guarantee ing the installation of the landscaping within six months. All public improvements and other pr -posed site improvements shall be installed as illustrated on t"..b1, approved site plan. 22 . Vegetation planted 'within the required clear vision area at the SW 113th Avenue /access driveway intersections must be kept trimmed so that clear vision is maintained between three and eight feet above grade. 25. A sign; permit shall be obtained prior' 'o the erection of any sign. Sign location, height, and` area tall be in accordance with rovisions f'' Section 18.114' of Community Development y� d.� "y i O Code. THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF _FINAL DECISION AS NOTED BELOW. • PROCEDURE Notice: Notice was published in the newspaper, posted at City Hall and mailed to: The app and owners )C Owners of record within the required distance )4 The affected Neighborhood Planning Organization Affected government agencies • Final :Decision: TIE DECISION SHALL BE FINAL ON 4/17/90 UNLESS APPEAL IS FILED. Any Party to the decision n, a y appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.3/0 of the y D p which I. provides that a written appeal must he filed withthey n CityRecorderwithin 10 days after notice is given and, sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. The deadline for filing of an appeal is 3:30 p. • 4/17/90. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard ;City Hall, 13125 SW Hall Blvd , Tigard, Oregon. NOTICE OF DECISION - SDP, 9b -0003 - BARICEVIC Page 11 PROVED BY: eith Liden, DATE Senior Planner ESE /Jo: SDR90 -03. jo NOTICE OF DEOI5ZCN _ gbR 9,0 0003 BARzO 'VIG Page 12 2S115A0 -01801 ..a FLEMING, ALVY C KATHLEEN A 16280 SW 113TH TIGARD S 115A0- 01901 .. . WOJAHN, ELMER ROSE 16410 SW 113TH TIGARD 2S115A0- 0.2803 ...e... MUIR, HOBERT H 16285 SW 113TH TIGARD OR 97223 OR 97224 OR 97223 2S115AA -00800 •.. me* .... *.•• • WEST -BELL, INC 29765 TOWN CENTER LOOP WILSONVILLE OR 97070 2S115AA -00700 . • ... • ...... ELTON, MICHAEL D 17311 SW CANYON DR. LAKE OSWEGOO OR 97034! 2,S110DC -00500 ....... •..... LUTON, ROBERT C By TUALATIN DEVELOPMENT CO. Po BOX 8041 BLACK BUTTE RCH OR 97 759 2S110DC -00700 .. COAST FI jANCE INC 11205 SW SUMMERFIELD DR TIGARD ' OR 97224 2S110DC -00900 ....:•r•.s.w..i• HAYDEN CORPORATION 900 N TOMAHAWK ISLAND DR PORTLAND OR 97217 ... • 2S115A0- 0190,... .. .. e........ SCOTT, ALEX G 16380 SW 113TH AVE' TIGARD OR 97223 25115A0—02801 ................. CRAIG, JAMES` N AND VICKI J 16325 SW 113TH AVE TIGARD OR 97224 2S115A0 -03101 . ......... WESTWOOD HOLDING CORP 3030 SW MOODY PORTLAND OR 97201 25115AA- 00900 0 *••. .......:•..... WEST —BELL, INC 29765 TOWN CENTER LOOP WILSONVILLE OR 97070 28110DC -00400 .. ' ... ... :...... DURHAM / 99 ASSOCIATES LIMITED PARTNERSHIP BY CARL MARKS REALTY SERV. 77 WATER STREET NEW -YORK- CITY NY 10005 2S11ODC.- 00600 . • . • • • COAST FINANCE INC 11205 SW SUMMERFIELD DR TIGARD OR 97224 .. e . :.2S11ODC °00800 . • . .. • .. • i::• ...........:r . FARWEST ASSOC SUMMERFIELD TANGLEWOOD ASSOCIATES PCM ASSOCIATES 400 SW SIXTH AVE, #1.106 PORTLAND oR 97204 as «. 2s110DC -01000 . ........... « «y... • «.. FARWEST ASSOC SUMMERFIELD TANGELWOOD ASSOCIATES PCM` ASSOCIATES 400 SW SIXTH AVE, #1106 PORTLAND OR 97204 28115BA -00100 •... «.., .:: •:.•:. ALBERTSON'S INC PO BOX 20 BOISE ID 83726 6t. ee, 4 e4( 4Y u) C Iv Int pt°,IMi S PUBLISHING C OMP�► P.O. BOX 370 PHONE (503) 684 -0360 BEAVERTON, OREGON 97075 Legal Notice Advertising City of Tigard Tearsheet Notice PO Box 23397 Tigard, Or 97223 RECEIVED © Duplicate Affidayi APR 1 1 1990 M4y.4• f CITY OF VOW r 4n AFFIDAVIT OF PUBLICATION STATE OF OREGON, )ss. COUNTY OF WASHiNGTON, being first duly sworn, depose and say that i am the Advertising Director, or his principal clerk, of the T g r_d T rncs , a newspaper of general circulation as defined in ORS 193.010 and 103.020; published at ._card in the aforesaid county and state; that the SJ B g1 .vrC NR OWce a printed copy of which is hereto annexed, was published in the entire issue of said newspaper for U.ge successive and consecutive in the following issues: April 5, 1990 4 � p i yAf • Subscribed and swot to before me this.Bth da ref R My Commissu + xpirea.' AFFIDAVIT ES UBLISHING COMPANY Legal P.O. BOX 370 PHONE (503),684.0360 Notice BEAVERTON, OREGON 97075 Legal Notice Advertising City of Tigard PO Box 23397 Tigard, Or 97223 RELIVED APR 111990 CITY OF TI® • Tearsheet Notice o Duplicate Afficijvit • AFFIDAVIT OF PUBLICATION TATS or OREGON, OUNTY OF WASHINGTON, )ss. -J u.d4 -th r er eing first du y sworn, depose and say that _—. eing ��`� am the Advertising tla irector, or his principal clerk, of the Tigard Times newspaper of general circulation as defined in ORS 193.010 nd 193.020; published at Tigard in the fores did connty and state; that the 44- printed copy of which is hereto annexed, was published in the ntire issue of said newspaper for o-ne successive and onsecutive in the following issues: April 5, 1990 ArAla. . y Comr isskffl xpfreS. FFIDAVIT CITY OF TIGARD OREGON SITE DEVELOPMENT REVIEW APPLICATION CITY, OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223.- (503) 639-4171 1. GENERAL INFORMATION PROPERTY ADDRESS /LOCATION S I TAX MAP AND TAX LOT NO jt4i SITE SIZE i /7 t -f``a PROPERTY OWNER /DEED HOLDER* ADDRESS DA .� CITY'vei ohobtb d/C•. APPLICANT *`"�"�'..�"'�.:... ADDRESS PHONE PHONE ZIP .97 CITY ZIP *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 g 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 twro or submit a written authorization with this application. 2. PROPOSAL SUMMARY The owners of record of the subject property request site development rev ew ;gip royal to allow /7 2 le i ► d t2,4P/13, R.ev'd 5/37t, n'f FOR STAFF USE ONLY CASE NO. S g j -: 1 OTHER CASE NO'S: RECEIPT NO. /0724)/ APPLICATION ACCEPTED BY: DATE: 218/' Application elements submitted: (A) Application form (1) (B) Owner's °signature /written authorization V (C) Title transfer instrument (1) D) Assessor's map (1) Is` (E Plot plan (pre -app checklist) t (F) Applicant's statement (pre -app checklist) (G) List of property owners and addresses within 250 feet (1) (H) Filing fee (27O) ---W .w a&r.),,94 DATE DETERMINED T BE COMPLETE: FINAL DECISION DEADLIfsg COMP. PLAN / ZONE Number: Approval Date ESIGNATI ON Final Approval 1?ate Platting tngitt�eridg • .„. • List any variance, conditional use, sensitive lands, or other land use actions to be considered as part of this application: • • 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. • THE APPLICANT(S) SHALL CERTIFY THAT: A • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject 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 limitations of the approval. • All of the attachments, applicants application, false. above statements and the statements in the plot plan, and exhibits transmitted herewith, are true; and the so acknowledge that any permit issued, based on this may be revoked if it is found that any such statements are • 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. DATE]) this ' ,_r day of ~ . /.g 01e 19/0 SIGNATURES of each owner (eg. husband and wife) of the subject property. d5 a 2S115A0- 01801 ..:. FLEMING, ALLY C KATHLEEN A 16280 HW 113TH TIGARD OR 97223 28115A0- -01901 ...•..o..........,. WOJAHN, ELMER ROSE 16410 SW 113TH TIGARD OR 97224 2S115A0- 0.2803 ...• .•...... MUIR HOBERT H 16285 SW LL3TH TIGARD OR 97223 2S115AA -00800 .•s••. ►••w•. WEST-.BELL, INC 29765 TOWN CENTER LOOP? WILSONVILLE OR 97070 2S115AA- 00700 . • ELTON, MICHAEL D 17311 SW CANYON DR LAVE OSWEGO 2S11ODC-00500 • a .. • LUTON, ROBERT ` C BY TUALATIN DEVELOPMENT CO PO Box 8041 BLACK BUTTE RCN, OR 97759 2S11ODC -00700 .•• ee••:.•r•.:• COAST FINANCE INC 11205 SW STIMMERFIELD' DR TIGARD OR 97224 00 0 O•• 0• OR 97034 2S11ODC -00900 : ♦di to •404.100 •.•. HAYDEN CORPORATION 900 N TOMAHAWK ISLAND DR PORTLAND OR 97217 2s115BA- .00100 ALBERTSON'S INC PO BOX 20 BOISE it) 83726` f l Aet0 1)y Stkf e e k,i C6. i 4- 144,x, O- q-7-11 25115A0 -019 SCOTT, ALEX G 16380 SW 113TH AVE TIGARD • • • • 000000• OR. 97223 2S115A0-- 02801 ................. CRAIG, JAMES N AND VICKI J 16325 SW 113TH AVE TIGARD OR 97224 2S115A0- 03101 «... WESTWOOD HOLDING CORP' 3030 SW MOODY PORTLAND 2s115AA -00900 WEST —BELL, INC 29765 TOWN CENTER LOOP WILSONVILLE OR 97070 O II. • IV • • • 0 .... OR 97201 2S110DC -00400 ....... DURHAM / 99 ASSOCIATES LIMITED PARTNERSHIP BY CARL ,;MARKS REALTY SERV. 77 WATER STREET NEW YORK CITY NY 10005; 2S11ODC -00600 COAST FINANCE INC' 11205 SW SUMMERP1ELD' DR TIGARD OR 97224 •01•00•000.«• 2E11.0nd-00800 .:.rw.:••.•..: 7ARWESTASSOC SUMMERPIELD TANGLEWOOD ASSOCIATES PCM ASSOCIATES 400 SW SIXTH AVE, #1106 PORTLAND q OR 97204 25110bO- 01000 w• s•: e. r +v • .: y o r s r FARWEST ASSOC SUMMERF'IELD TANGELWOOD ASSOCIATES PCM ASSOCIATES 400 SW S XTU AVE, #1105 PORTLAND OR 97204 t:I.,..i.O.:.:.(,,,...,..:. ...1.,g24......,, 4.,..1,,.:::., ..:,...0,0'.:.',6?......(2.... _ -.... '....-....'...-...77).7-....-........-- ...... (eoc... (,),.0.....6.5- a'...7 E 1/4 SEC TION 1 5 T2S R 1 W W M. WASHIt<<STON COUNTY OREGON 87 -31i40 I'; 403.68` 3101 ! , 6TTAc 73'.29 180! 900 2.85 2.85 Ac. a 0= 329` Teis2- 190i sae CS'*1O670 2.03Ac to co of 2703 437 ;0 027011 tr 0 l.65Ac.: 04 .35Ac._ 1 2 of 150_0 11 20 0 it 1iAMtGi'.'.Aib, REQUEST FOR COMMENTS TO: DATE: Februarys 26, 1990 FROM: Tigard Planning Department RE`s SDR 90 -0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex. ZONE: R-.25 (Residential, 25 units /acre) LOCATION: Southeast corner of SW 113th Avenue and SW Durham Road (WCTM 2S1 15A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's 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 Afar• . 80 1990. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above dat�ea, 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: PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments -acne of 'Perecn Commenting: Phone Number: w nn...waau. NPO No. NOTIFICATION' LIST FOR ALL APPLICATIONS CPO No. (2 copies) • CITY DEPARTMENTS Building Inspector /Bra(i Rti' GU City Recorder &341-/t7/ Engineering/Gary A. • SPECIAL DISTRICTS Fire District (pick -up box q°°T�igard W.D. 8841 SW Commercial Tigard, OR. 97223 "Parks & Recreation Board /Gwoi'rt`is°`S~. Police Other 4 'c, /t..L.. y v RirFtn , - ` School Dist. No. 48 (Beaverton) -L1 ?:I ` Joy Pahl bl .)04,J�"t„ PO Box 200 Beaverton, ' OR '' 97075 School Dist. No. 23J (Tigard) 13137 SW `Pacific Hwy. Tigard,,OR 97223 Metzger W.D. 6501 SW Taylors Ferry Rd. Tigard, OR 97223 ▪ AFFECTED JURISDICTIONS wash, Co. Land Use & Trail P. 150 N. First Ave. Hillsboro, OR 97124 Brent Curtis Kevin Martin Joann Rice City of Beaverton % Jim Hendryx PO Box 4755 - 4755 SW Griffith Beaverton, OR 97076 Other` Boundary Commission 320 SW Stark Room 530 Hillsboro, OR 97124 METRO 2000 SW 1st Ave. Portland, OR 97201--5398 State Highway Division Lee Gunderson PO Box 565 Beaverton, OR 97075 7. SPECIAL AGEN.CIBS eneral Telephone Mike cSherry /Beaverton 41. SW Cedar Hills Blvd. ob Olsen 97005 1.2460 SW Main 97223 Northwest Natural Gas Ronal. D, Polvi PE, PLS 220 NW Second Ave. Portland, OR 97209 Pacific Northwest Bell' 6P (R-2/89) P /000 ) C R (0 257. Other Portland General Electric. Brian Moore Portland General Electric 14655 SW Old Scholls Ferry Beaverton, OR 97007 Metropolitan Area Communications Twin Oaks Technology Center 1815 NW 169th Place, 5 -6020 Beaverton) OR 97006 -4886 Other �.^y N- lrq�. �;. sHV+4::�v,A'1N.K:Ik:IMK.:.a:lG >�M4,iiJ w.µ1w= .1Y:iN4't ll 4.! ,.W';tl:l�.tw�r:cw; rat:+ wx..,;:; tiaruti4x ..:M1+w= ;+w::iti.�w.ro�wwkwua� rt STATE AGENCIES Aeronautics Div. (ODOT) DOGAMI Engineer Division of State Lands Board of Health Commerce Dept. M.H. Park: Fish & Wildlife Parks & Recrea. Div. (ODOT) LCDC Subdivision Supervisor PUC Dept. of Energy Fire Marshall DePtu of Environ.,Quality Other FEDERAL AGENCIES Corps of Engineers Post Office 7. OTHER, Other. Southern Pacific Transportation Company Duane M. Forney, PLS = Project Engineer 800 NW '6th Avenue, Rciom 324, Union Station Portland, OR 97209 0257P/0006P' sk A, 7 I "l 4 uY`W+7. Ki INS '3I J # "" 4�" ii^�arN' Cttj '7'181 hi DM a a,. June 11, 1991 CIWOF TIGPD OREGON John J. Zegar Security Pacific Bank Real- estate Industries Group 1001 SW fifth Avenue P® Box 4049 Portland, OR 97200 -4049 RE Funds on deposit for west Portland Construction Company Apartment Project at 113th Avenue and Durham' 'load, Tigard Dear Mr. Zegar: This letter is to authorize release of the $60 p 000 deposit referenced above. The landscaping is complete to the City's satisfaction. If you have any questions , please contact me at 639 -4171 ext. 390. you ou for your assistance in this matter. Sincerely, Vi Goodwin Permits FaCilitator cc V'1 ado Baricevic 13125 W Nail �ivdL PC►k f3cx 23392 i1 rd C regcarl 9 223 c5i 3� b 9 -417"1 e IWnF+- IRh'inU.. .�F:.n�.i,l .�+rvlJLr� -1 03/46/90 08:59 t2503 796 3862 SECURITY FACT rYC SECURITY PACIFIC BAN OREGON larch- 6 , 1991 City of Tigard Planning bepa 't tent West Portland Construction Company Apartment project at 113th and Durham Tigard, Oregon tcc Please be advised that Securi�y Pacifi,c aregon has on d� � -• $60,000 to +��amp�.ete the not rt1ed landscaping g �r the refereed Project. Th funds wild. the city of i until the iaridsc:a z z complete axed � �-es rel.eases z �,rd �u��r�r�.� Si rely , 'hn J. Z ega L First Vick; President cc: V1ado Barioevic West Portland c inSt 'u►Otio Company �►'�hd f�� �,N�n�mi�t�f rrte��rtl � Fero C Or.i Mk; tSTV8 1NbUST IE etiOU + IOW S W PIP 11-1 AVGNUt +� i ,i�, tiOX 4O4 • 1)b1 a �..At>1D, tlF�rGOh1 07g06 -4449 West Portland Construction Inc. 5815 S.W. Patton Road Portland, OR 97221 ife Mr. Pat Rielly, City Manager City of Tigard 131.25 S.W. Hall. Blvd. ,Tigard, OR 97223 August 1, 1990 ‘vie',/t" Dear Mr. Riel l.y West Portland Construction < is currently, building the Durham Place apartment project at the Avenue. Ali. 172 $ corner of Durham Road and S.W. 113th apartments contain two bedrooms, two baths, and laundry facilities. They average some 1050 square feet in size and are set to rent ` for $620 to $635 per month. Because of their large size and because they are located near King City and Summerfield, both attractive "senior" neighborhoods, we feel that these would be particularly . w 20% of Tigard `s population. The one dra attracti.�te for sen�.or ca.ta.zens who make up n�,arly whack is that the rents are higher than many of our seniors on fixed incomes can afford. We are currently applying to the Oregon Housing Agency (OHA) for an allocation of Federal Low In , s , I f coro,e Housing 'fax Credit we are fortunate equate allocation, those credits will be sold to investors and the proceeds used to reduce our mortgage ito the ''point that we can afford to rent to seniors: credits we wi the project to seniors and, to the 'extent l.l be orienting at � 70 per` month. With ,the tax cre rReting' on.�.y to families allowed by new Fair Housing laws, ma amilie:s with at least one member 55 years or older. In ;return for the tax credit allocation we will file a deed restriction requiring that the rents be kept within Federal guidelines 'del.a:nes for up to 30 years All our current funding is from private Hsoutoes, There are no grants nor Subsidies from any source except` tie potential of the indirect, help via tax credits. Should we be chosen to receive an allocation,'' You will 'probably be notified ied directly by Oregon Housing Agency. tl---^ lr 4 r'1 W 44. .i+ -w.Y y:wi A At, .9 Page . kx. aFi .N� +Kl4G'F'ry�:r- .IVWAI:I,':.i< As a part of our application we invite you to submit` comments and/or questions directly to the Oregon Housing Agency. While you are not required to participate, we feel your support would be helpful to our cause. Your contact at OHA is Mr. Steven Westfal1, phone 373 -1619. Attached is a drafted form from OHA including several questions they feel might be pertinent, if you care to reply. Some of the questions are directed at determining the probability that the project will be able to obtain appropriate zoning and building permits. Please note that in our case, the zoning is indeed appropriate, building permits have been issued by the City of Tigard, and construction is well along. Thank you for your continuing service. Sincerely, , Viado D. Baricevic, President by J. Guy Parthing, Developer Associate • • { TO: FROM: SAMPLE NOTIFICATIi rO CHIEF EXECUTIVE OFFICER OF .y„AL JURISDICTIO Mfr. Onnlasei DATE: RE: A LOW INCOME HOUSING TAX CREDIT PROJECT PROPOSED IN YOUR AREA This is to notify you that I /we propose to construct, purchase and /or rehabilitate a unit project to be eligible for an allocation of low--income housing tax cre' c as provided by Section 42 of the Internal Revenue Code. As the Chief Executive Officer of the local jurisdiction within which the existing or proposed project, is or will be, located you will be contacted by the Oregon Housing Agency if we are successful in becoming eligible for a reservation of Low - Income HOusing Tax Credits, The address of the proposed project is: incomes are safe, or i tary, and decent housing to eligible tenants whose household incomes faresafe, sr 60% of area adjusted median income or less as established by the HUD Section 8 program and adjusted from time to time. I/We will restrict rent on units as 'follows: Number Rent 0 B $ 1 BR $ 2BR Utility Allowance Total 3 RR 4 BR ir+wM..+:JiYrr.MrW.rYw + wN �lrii .. _ - •• •:.. ... • . •. • . //We will be obtaining /using the following grants or subsidies to achieve these rent 1 eVel s • CEO OF LOCAL JURISDICTION Page '2 l If you have questions g Housing Agency, call Steven Westfall at 373 -1619 ; or write the Agency at 1600 State Ste nc c rest, Suite 100, Salem OR 97310. The Housing Agency would like to know the following optional information: 1. How t,4411 this project help to meet your local goals under LCDC Goal #107 Is zoning for this project correct at this time or will it require a variance (explain if variance uncertain)? Can the , developer obtain a buildin g permit satisfactory to local (Expl ai► i f delays are foxes een ,? . What i s your.- assessment of the greatest; need for moderate to e housing in . j with regards to employment 1 ow -i new P .9 y��ur Orisdict'on o at this time or in tae' near future? opp rtunit�es _av�a� lahle SW dg • WPRTC -23 1 .,9 nnJ�M1.ti4 . //3 *21 , AGREEMENT DElOSITOR AND TRUSTEE ON sari �b.4170.. DEPOSIT This agreement is for the purpose of fulfilling the public improvment construction requirements of the Notice of Decision for SDR '`90 -b3 " and is entered into between the City of Tigard and by the Depositor _.e..1'. .00. i.end' Xlcrosi icli _ and Security Pacif3.27,Oregon_ _trustee. Bank The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine) at its discretion the payment of all funds or securities held by s ecurity T.acificTa 1 on as trustee in the, amount of $85 000.00 in 'savings Account No. ti5 -�7 gun or Deposit No. _,_„ in accordance with and for the purpose of Bonding ,public imjprovementa described in the above stated Notice of Decision. Bank It is understood and agreed that Securit will hold such funds or securities in the amount of $85 000.00 until an authorization or direction for payment is received from the ' City of Tigard and that the City of Tigard has the right to withdraw Principal ?ands with city of Tigard signature only, in the event of ton- Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein .td 'the contrary. The account is to remain open until such time as all Public Improvements are completed and, accepted hY the City of. Tigard or until. the City otherwise authorizes or directs in writing. Signed and dated This / 5' day of ' '�` , 1990 Signature City of Tigard P.O. Box 23397 13125 SW Hall Blvd. Ti and OR 97223 Address Signature of Depositor 5815 SW. Patton Rd, Portland OR -97221 Address ACCEPTANCE The undersigned hereby accepts the funds or securities ueposited in the amount of $ -. Q911.,,,_0AI. this .. day of _ ., 19.9Q., and hereby acknowledges receipt of the Passbook Savings Account N. 55-287-280 or the Certificate for Deposit No or certifies that there is no Paaibook issued for this account. It is further agreed that said account will be held for the uses and purposes` above stated until authorization for disposition is granted by the City of Tigard, r /nod90'o3. j`sh, Aut orizec ,. t• if fAe e rohn 3. Zeger, , First Vice Presiden Security Pacify,." Oregon P.0. 16o?t 4045 Portland OR . 97208 Address I PRELIMINARY SCHEDU1 SCHEDULE A — S.W. 113 DURHAM PLACE APARTMENTS 5 -3- "Po Item Est. No. '• Description .=xr7 n�..�n...x..rh.r I..e Ni.xl�ixkryNmli.riir VLADO D. BARKCEVKC BUILDING CONTRACTOR Ty fir nirinnlial'Cnrnmercinl B F 292 -9437 PoganSW r Patton 727 Unit Total Price Price 1F) 15,000 s. f. Clearing site from brush & removal $ ,L.S. 7000 2'''+ 2)* 300 c; . Stripping topsoil in right—of—way $ 5.00 /cy 15Q0 3' 800 c.y. Excavation & Embankment 4)* 40 /c ! '$ 3200 ✓" 4) 790 s { Emb Y• level `in (12" ��r 0) & (3 ".1�'`0) $ 9.70/cy 7663 �' Base rock 12 of 1— -- gcourse 5)* 750 s. r surfacing 4" q. C. ( type 3') I 2-1 i fts 7.25 5 _ e M� 5437 6) 650 1.f. Concrete curb and gutter $ 5.00/1f 1 3250 �.---° 7) Y_ .360 s. y. Sidewalk (5) 116.0 0 /sL 7 60 ,»-- 3 Stand. CB w /curb inlet $ 650 /ea. _� ZGe�4 ..) g) N/A Misc. 10) & 92 &if- .7Y-y/r)-(-)u, 4 5147111 C l' ' P I e.)'''' 9;0 - LS. 2000 I 1 ) 3 id, 9hta .1- e (522o i5vo I 2,-) &1/45 i.c, . , , - 4 5 . ' - rer P (.72-6 fo‘ *In place measure UGM./, 1% � /Z� .�l�' � fir' :6: C � ;Y TOTAL I l J ��.� 1 y �. �, �, .amyl.' -✓e "� "& 1 5 / 0 000 zci 0 0 .....L.,e, /1G6/itL4t / e‘'‘i.. Ltiel '111 eZ x /,2S,'- 7 gi T�. 0 /r April 17, 1990 Vlado D. Baricevic We Portland Construction 5815 5.W. Patton Road Portland OR 97221 RE: Oak tree protection Durham Place Apts. (SDR 90 -03) uF.tt::1bi,:;„ art oFTi�. arm OREGON Dear Mr. Baricevic: I would like to clerifY the City's intention regarding Condition 20. (attached) of the recent Director ' s Decision for the above project on Durham Road and ll3th!Avenue. In addition to the fencing around the drip line of the large Oak tree near the northeast corner of the property (see attached site plan)', the following activities are rohibited within this area unless approved by a qualified`arborirt: 1. Tilling the soil below a depth of four inches. 2. Trenching of any kind, including landscape irrigation systems, . Maneuvering or parkinti of equipment or materials storage that would cause any. degree of soil compaction. 4. Installation of paved or gravel surfaces. It was also recommended by the ,arborist who supervised the work for the adjoining apartment artment complex that the beyond the drip line of the Oak tree. Also, he urgent that watering within the drip line area be kept to a minimum and that only drought tolerant vegetation be planted. X think that this extra protection effort is warranted considering the benefit of maintaining the long term 'health of this tree. Please call Jerry Offer or myself if you have any questions. Sinc rely,. Keith 5. Liden Senior Planner C Jerry Offer Brad Roast Keith Jackson BARICvie/k1 13125 SW Nall Blvd., P O. Box 23397, Tigard, Or'egori 97223 (503) 639- 4171— HOTA 4 t1Ly W/ Go "n!` ) irS x for. PH, W/ ' - i2" ivv, t w tin iiik4 ~rte 1Y 2 (AHD' as .mos as as .a - �. 4 het :: rs• itti►_ i • �� Ii10t MIMRy s �p X IVAk4 WI J #4 oere (MO At t, v 1 `r' e>6 1 66:_. (` 14. Building permits will not be issued and construction of proposed public improvements shall not commence until after the Engineering Division has reviewed and approved the public improvement plans and a street opening peit or construction compliance agreement has been executed„ A 100 percent performance assurance or letter of commitment, a developer- engineer agreement, the payment of a permit fee and a sign installation /streetlight fee are required. STAFF CONTACT: John Hagman, Engineering Division (639 - 4171),; 15e The proposed privately - operated and maintained parking lot and /or roadway plan - profile and cross section details shall be provided as p art of the public im p rovement Plans. STAFF CONTACT : Gary Alfson, Engineering Division (639 - 4171). 16. Additional right -of -way shall be dedicated to the Public along Durham Road _ frontage to, increase the right - of-way to 45 feet from the centerline and to provide area for a 25 foot radius curb return and sidewalk at the 113th Avenue intersection. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms. lnBtructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639 -4171) . 17. Additional right -of- way' shall be dedicated to the Public along the 113th Avenue frontage to increase the right-of-way to 25 feet from the centerline. The description shall be tied to the existing right -of -way centerline. The dedication document ahc.11 be on City forme. Instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171). 18. A grading plan' shall be submitted showing the existing and proposed contours. report hall be provided detailing the soil compaction 'requirements.ortSTAFF CONTACT: Greg Berry, gj g ( ) Gn zneer�.n Division 6�9 -4171 n 19. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control ... Plains Technical Guidance Handbook, November 1989." 2Ci. A tree removal permit shall be obtained prior to removal of any trees with a caliper in excess of 6 inches at 4 feet above grade!. P In Order to 'Protect treed within the rava.ne rea, temporary area, of a height of no less than four f et shall be installed along the edge of the wooded area, ing must ale() be g g � Fencing on the dripline of the large oak tree located near the site's eastern property line. Fencing shall remain in place Until the completion of all eonstrution activities on the site. STAFF CONTACTt ilerrY Jerry Cfferr Planning Division, (639-4171), NOTICE OP .'DECISION - : DR 90- 0003 - BARICEVIC Pale id n• April 16, 1990 Mr. Vllado Baricevic West Portland Construction 5815 SW Patton Road Portland, OR 97221 Aw144W „ P\ CITYC F IARD OREGON RE Fencing for proposed Durham Place Apartments Dear Mr. Baricevic: The recently appr'+:ved ''Site Development Review p plane for a proposed 372,unit apartment complex at the southeast corner of S.W. Durham Road and SW 113th Avenue do not call for fencing the site's southern boundary. The property owners to the south have contacted the City of Tigard regarding why the City did not require a fence between your proposed develo pm ent a nd their single family residential neighborhood. The City , requires fencing or other : suitable screening along zoning district boundaries for multi-family residential developments, commercial developments, "and industrial developments where the proposed development abuts a less intensive zoning district. The City of Tigard did riot require qu a fence along your proposed development's southern ' boundary because t abutting property designated d b y the Comprehensive Plan medium - high dendensity use. This parcel, however, is r presently v p with a single family residence and the rear portion of the property isussed for pasturing a horse. Because of the Potential for conflicts between the future residents of your development with 'the single family neighborhood to , pe p pe y pasturing 7 parcel, the south , City of Tigard strongly recommends that the site and land�ca in la rha s ess call the horse sturin on the adjacent scent � cel the ` g zx for your ro ossed de p revised to include 'a Minimum six-foot high fence along na.m this bounds proposed development be re Please contact me if I can be of any assistance. Sincerely, s u;a der 0, far Asso to Planner j r /DP =-APTS . Jo c: Alvy and,Kathy Flemin Al Nelson, AYA Sue Carver e NPO #fi 13125 SW Hc 181vd, Pa, e0)c2 3�i,n �r d, Oregon an 97223 (3) 639-41 71 Try 1- V65 e...9 r-c . w. dw ' g.,, ..c . soyN, off. .4.. co( .,'..�►1.V. ► .,c , c_1;, pr. 1. orN t3 N` �J ►" . : '. - C....o , \.1% "1:1.,. ? rs. % : c- czt `�-- , .. . e. .I,. v' \ 1f1 e a� fir! `�.l;S s►� �'- wM ll' . � 4�.1 ., .,,. 1 9y- e -7-170 , ,,c,e.o, Vt,,,L �n.. pNc. v e.l (ss e.."'c` wT M wtlM ;._.� c.,~ !'..- . o `~` -'cam+ `.: CC's. p'�w 1t .� d 0( 1-6. ,,e S\ t t 4.4." 'd'O • C'y,QV" ■" 0 uwr ockAr ova -Xl" ti �►. `� ` ''VvYv4 . TteNt w .c,►F« r tir, ,. r, ,L..I. , }13 A. Y . _EN. 1..g ,_,.t...,, nwi r�, MuO;z NPO #6 MINUTES FROM MARCH 21, 1990 • Meeting was called to order at 7:40 pm • Members in attendance were: Carver, Crow, Kasson, Mitchell and Pasteris. Excused: Davenport and Dillin Not excused: Clinton Removed Gotlib, McDonnal and Schmitt. • No formal meeting was called to order in February hence no minutes were available In reference to the SDR 90 -03 BARECEVIC 172 unit apartment complex to be located on the SE corner of SW ll3th and Durham toad the following recommendations ; were made: a . More lighting is needed in the far SE corner garage area. b. Check the buffering between the proposed R-25 and R -4.5 zones on the southern border. There may be a need to increase this buffer. c. convert one "picnic area" to a children's playground. 3 . Double check the "hammerhead" turn around for emergency vehicles in the SE corneir disappointed a t�eet t representative for the applicant ing. • Other business Triad's a Ffi l i Cat i on on 10 . 9th and d Yaeve . Sue Carver r reported d � � �a ck incompl ete and had been returned. Carver prom sed to check into the current .:status of this aPplica ;ion. • Meeting was rne ad oud � at 8.4 Pirtii: lei; -l. COMIviUNIl DEVE1O tt 1 ti .....- :•',SL4.w+..m u..: �i..-•-.. n. i' 1nr .a,4S1y..- +.+nH.�...�.�.�, {M. TO: REST FOR SITS DATE: February 26, 1990 FROM: Tigard Planning Department SDR 90-0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit aepatment complex. ZONE: R-25 ( units/acre) Southeast corner of SW h Residential. 25 omits /acre LOCATIOI$,. S 113t Avenue and SW Durham Road WCTM 2S1 15A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's 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 Mar. 8, 1990. You may use the space provided below or 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 Sox 23397, 13125 SW Hall Blvd., Tigard,. OR 97223. PHONE: 639-4171. STAFF CONTACT: PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. A:3ease refer to the enclosed letter. Written Comment s : .. r ,/ L-10 Name of Perdon dozmentirig: Phone N tuber MAN M4R23199J ilar «..,kwt In reference the SDR 90 -03 BARECEVIC -' 172 unit apartment f e �'' en: (.. �." t o '�.. complex to be located on the SE corner of SW 113th and Durham Road the following recommendations were made: • More lighting is needed in the far SE '. corner garage area. . Check the buffering between the proposed R -25 and R-4.5 zones on. the southern border. There may be a need to increase this buffer. . Convert one "picnic area" to a children's playground. Double check the "hammerhead" turn around for emergency vehicles in the SE corner. **The NPO is disappointed a representative for the applicant' did not attend the NPO meeting. :us TO: ..,a; uL .w u.mr a REQUEST FOR COMMENTS, DATE: February 26, 1,990' FROM: Tigard Planning Department RE: SDR 90 -0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex. ?ONE: R-25 (Residential, 25 units /acre) LOCATION: Southeast corner of SW 113th Avenue and SW Durham Road (WCTM 251 5A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's statement for your review. From information su pp lied by various departments and a g en cies 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., Yon wish to comment on this application, r we need your comments aeb Mar. 8, Z f ou 1990. You may use the space provided below or attach a p to return your comments. Sf you are unable to res and by the above date/. please Ethane the staff contact noted below with your comments and confirm your comments in writing as soon, as possible. If you have any questions, 13125 regarding this matter, contact the Tigard Planning Department, 23397, SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF `,.�.i TAF�' �� PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: of Person Commenting Phone Number MEMORANDUM CITY OF TIGARD, OREGON TO: Jerry Offer, Assistant Planner FROM: Gary Alfson, Transportation Engi'ieer BDR 90 -0003 Sarecevic 113th Avenue and Durham Road Comments: March 9, 1990 pp plans showing the Proposed storm, water, sewer, The a lean 9 g P t has submitted lane s site development plan set for 3172 units .apartment complex. radio ,� and a aa.te develo amen wit g , draining to the south The site is currently vacant h a large drainage swale across the site. Findings: 1. the site fronts onto Durham road and 113th Avenue. Durham Road is a 2 lane paved road classified as a major collector, street. The existing right -of -way is 20 feet from the centerline where 45 feet is required for :Durham Road. This additional right -of-way is shown appropriately on the'' p Additional right -of -way must be dedicated at the Submitted lane. .Add3.tio intersection of 113th Avenue to allow a 25 foot radius curb return and Sidewalk ,to be constructed within the public right -of -way. Improvements to Durham Road, ' t ically requited ired of developments such as this, should not be YP Y � required since the Major Streets;Bond is providing for these improvements. The future curb g 113th will transition front the sxistin ,width west of, Avenue to the standard 22 feet from centerline along the sites frontage. 113th Avenu paved street, improved an the oppo cite • lane awed local street a.m roved y is a two 3 p that Site. Half street improvements side b 'the. recent devela moot of t Should be constructed, as shown on the submitted Site plan, to local street standards along the Site frontage. . Three access s are proposed to the' site off ll3th' Avenue and titsbd pp roosed to T furham Road. Acoess to Durham Road is not recormended snceaan alternate access 'eatists off 1'13th Avenue ' y p rformec to determine if right and ieft turn lanes warranted ofor vehicles entering Durham Road from 113th Avenue. is a� sts l.y�sis ? Should " wa znc lucle the ,full clevelapinent of; areas to be ' served by The ana M , P .. P 113th Avenue to the' south;, this Trafficevoluniea i"ot the' c nimercalrsite ndoformDurham R s .... , " .. , " P da,. ss 113th, Avenue. �, Engineering Davisi�rn of T'�.gard oad are a;vailanl e fr�,m th ENGINEERING doMmENTS ': - SARECEVIC -- SDR 90 -0003 PAGE' 1 • if • Since the site contains a large drainage swale, storm drainage is provided. However, the drainage ewale should be evaluated to determine if wetland areas are involved within the swale. A corp. of Engineers permit should be pursued to determine the limits cf any wetland area and how much fill can be allowed within any wetland area. S. g proposed to be installed within ' the drainage lines are ro Deed 1: Sanitary sewer and storm the swale. Since the ewale contains slopes in excess of 25% and is a drainageway the installation must comply with the Sensitive Lands requirement of the TMC Section 18.84.040. is to be served by public sanitary sewer at the southeast corner • The site x. y p y . The sewer service provided by local improvement . of the sate wet s ..rvice l.s to be rovided b a fora g district formed through th e Unified Sewerage Agency. Conditions: 1. A permit or evidence that a permit is not required shall be obtained by the applicant from the US Arrny Corps ;of Engineers and Division of State Lands, (Authority: Section 404, clean Water Act, and ORS 541.605 to 641.695). A copy of the permit shall be provided to the City Engineering Division by the applicant. STAFF CONTACT: xeg Berry, Engineering Division (639 4171). • The applicant shall demonstrate that the requirements of the TMC chapter 18.84, Sensitive Lands are satisfied. ▪ The sanitary sewer improvements provided by the USA Local Improvement District shall be in place' prior to issuance of occupancy. Evidence assurin g the Local Im p rovement District is valid shall be p rov ided prior to permit. -o z�asua,nce of a building • The applicant shall provide connection of proposed buildings to the public sanitary '. sewerage system. A connection permit is required to Connect to the existing public sanitary sewer system, STAFF COLT ACT: grad Roast, Building Division (639- 4171) . The proposed privately operated and maintained sanitary sewer and 'Storm drainage y s f : all b e provided as 'cart of thle im p ov ement plans TAFF CONTACT: Berr y, Engineering Divis ion (6,39.4171.). • The applicant shall provide for roof and pavement rain drainage to the public stormwate drainage system or by an on -site system designed to prevent r drthes 7 property, AFF CONTACT: Brad Roast, revent runoff onto the ad..acent ST Building Division (635- 4171) .' . The applicant shall demonstrate that storm drainage runoff can be arged into the exiatin g. ay without significantly impacting disci g th,oti� p p ream. ro erties downstream- STAFF CON TACT: Greg Berry, Engineering Division (639-4171). _ . ., . -' S. 0� PAGE 2 ENGiNEER�GNfG CQa'�RSENTS � E3ARECFVSC DR 9Q -00 d,...«1'.; .......+.,, .1:.., -. ,a„ wow. l.,: +..,.Jar.....U.,,:«U:..rwr •,cwt- .,ul........k.a+.f,.∎ ^S' ▪ The development shall not be permitted to access directly onto Durham Road. STAFF CONTACT: John Hagman, Engineering Division (639 - 4171). . A traffic analysis report shall be provided detailing the expected traffic volumes at the intersection of 113th Avenue and Durham Road based upon full development of the area to be accessed by 113th Avenue. The traffic . analysis shall determine if a right and left turn lane are warranted at Durham Road. 10. Standard half- street improvements, including concrete sidewalk, driveway apron, curb, asphaltic Concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the 113th Avenue frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Division. STAFF CONTACT: Cary Alfson, Engineering Division (639 -- 4171). 11. Two (2) Sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Division. Seven (7) sets of approved drawings and one (1) itemised construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required b y the Building Division and should only include sheets relevant to public improvements.) ) STAFF CONTACT: John Hagman, Engineering Division (639 -4171) . 12. Building permits will not be issued and construction g p ucta.on of proposed public improvements shall not commence until after the Engineering Division has reviewed and approved the public improvement plans and a street opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment, a developer - engineer agreement, the payment of a permit fee and a sign installation /streetlight g fee are required. STAFF CONTACT. Jahn Hagman, Engineering Division (639 - 4171) 13. proposed privately-operated and maintained parking lot ,' and /or roadway The and cross section details Shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfson, Engineering Division (639-41/1). 14. Additional right-of -way shall be dedicated to the Public along the Durham . Road fron e t o increase the right - of-way to 45 feet from the centerline and ;' ts to provide area for a 25 foot radius curb return and sidewalk at the 113th existing h avenue intersection. '' The description shall be tied to the exis�;a:ng right -of-- way centerline. The dedication document shall be on City forms. available from the Engineering Division. STAFF CONTACT: rinetrucuzon CT: s are ,aura, on reigiou , Engineering, Division (635 -4171) . ENGI li EHtNC COTS = ,•...FAGS 3••• • ' 4....�.a.�_. 15. Additional right -of -way shall be dedicated to the Public along the 113th Avenue frontage to increase the right -of -way to 25 feet from the centerline. The description shall he tied to the existing right -of -way centerline. The dedication, document shall be on City forms. Instructions are available from the Engineering, Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171). 1i6. A grading plan shall be submitted showing the existing and proposed contours. A soils report shall he provided detailing the soil compaction requirements. STAFF CONTACT: Greg Berry, Engineering Division (639 - 4171)." 17. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall Conform to "Erosion Control Plane Technical Guidance Handbook, November 1989." APPROVED: Randall R. WooleY1 City Engineer di /GA: edr90-03 .0A ENG1I`TEER JCxdC CtJMMEIJT8 BAR]ECEV'1C 37R 96-0003 PAa 4 ,u�w.«.;»;• «..;tiny! ,.0 it QUEST FOR COMMENTS ---alTO: VLU1/\Q.. - DATE: February 26 1990 FROM: Tigard Planning Department RE: SOR 90-0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex. ZONE: R -25 (Residential, 25 units /acre) LOCATION: Southeast corner of SW 113th Avenue and SW Durham Road (WCTM 251 15A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's statement for your review. From pp by departments agencies and from other information supplied b variour� de artments and ageric 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 Mar. 8, 199!0. You may use 'the Space provided below or attach a separate letter to �._ may p p rovde return your comments. If you are unable to res.ond'_b the above date please in noted below with your comments and confirm your comments in writing as soon any questions g phone the staff contact no as ossbles regarding contact this the Tigard Planning Department, have PO Box 23397, 13125 lSW Hall Blvd., Tigard, OR 9 g 9 r � g 7223 � PHONE: 639 -4171. STAFF CONTACT: ,. �+... PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal' and have no objections to it. Please contact of our office. Please refOr to the enclosed letter. Written Conm ent s : Name of Peraon Commenting: Phone umber -- RECEIVED PLANNING MAR 0 51 90 REQOEST FOR COMMERTS TO °kW) ArCea, C DATE: February 26, 1990 FROM: Tigard Planning Department RE SCR 90 -0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex.` ZONE: R-25 (Residential, 25 unite /acre) LOCATION: Southeast corner of SW 113th Avenue and SW Durham Road (WCTM 2S1 15A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments1 and agencies and from other information available to our staff, a report and recommendation will be p p P P . re aced and a decision wa.l1, be rendered on the ro Deal in the near future... If you wish to comment on this application, we need your comments by Mares: 88, may - space provided below or attach a separate letter to 199tD.. You ma use 'the return your comments. If you are unable 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. , TT i g and , OR 97223. PHONE: 639-4171. STAFF CONTACT: PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please +contact' of our office Please refer to the enclosed letter. W "mitten Comments:. .r Name of LrierSOW Cam renting: Phone Number :`_C A-e 4..G1 /kJ r toad woo Peen MAR 0 1990 :��u °tire TO: o (bt5`�C REQUEST FOR 'STS DATE: February 26, 1"90 FROM: Tigard Planning Department RE: SDR 90-0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apxatment complex. ZONE: R -25 (Residential, 25 units/acre) 113th (Residential, ni.ts�a�cr�► LOCATION: Southeast. corner of SW 1131 Avenue and SW Durham Road (WCTM 281 15A, tax lots 1700 & 1800) Plan and applicant's statement for your review. From Attached nformation 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 7your comments by Mar. 8, 1990. You may use the space provided below or 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: PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please' contact of our office. Please , -refer to the enclosed ed better. Wvitten Comments:. Name of Person Commenting. 6UD 2Y2Xi , ti44 Phone' Number t ai TIGARD PUBLIC SCHOOLS, DISTRICT 23J Administration Office 13137 SW Pacific Highway Tigard, Oregon 97223 Area Code (503) 620 -1620 February 28, 1990 City of Tigard Planning Department Jerry Offer P0 . Box23397 Tigard, OR 97223 Dear M. Offer With reference to the smt 90- -0008 BAREVEVIC (Durham Place Apartments) proposal for a 172 milt apartment complex to be constructed on 113th and Durham Road, the following statement is submitted. The proposed complex is located within the �E lementary f Twality Junior High Attendance 3 oun, Ttis complex, along with tvirenty seven constructed, being planned generate new students for will negate 4� others Templeton Elan nt and 69 students at ' crali Junior High, . Prospective s that students be bused to oter schools. occupants should. be advised � After the District completes its new hide school in 1992, there ghould be room available at Templeton Elementary and TWal t r Junior High School, Sincerely, rof Bud Hillman Director of Operations: c: S t se Stolze (W/O .A ttachnxents) Jerry Edwards (W/0 Attachments) Rugg Joki (W/0 Attachments) MEM:4 nit MAR 0 2 1990 ■ REQUEST FOR CAS '.___ G DATE: February 26 1990 FROM: Tigard Planning Department 1E: SDR 90 -0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex. ZONE: R -25 (Residential, 25 units /acre) LOCATION: Southeast corner of SW 113th Avenue and SW Durham Road (WCTM 2S1 15A, tax lots 1700 & 1800) Attached is the Site Plan and, applicant's statement for your review. From meat information supplied by various departments and agencies and from other information available to out 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 :tar. 8, . the space provided below or attach a separate letter to 19'90 Xou may use return your comments above please If �rorx are unable.. to 'respond b�' the aba py confirm your Phone the staff contact noted below with our comments and confi comments in writing as goon as possible. If you have any questions regarding this matter, contact e , ntact the Tigard Planning Department, PO Box 23397, 13125 SW �. Hall Blvd., Tigard, OR 97223. PHONE: 63 9- 4171. STAFF CONTACT: PLBASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please ref er to the enclosed letter. Written Comments: Nate of Person Coimnentin �=4a cfLl khorze; Nurber :_--- __- ,),.+, fE EW V � ANG X281990 TO tXr-#1) :l..LxA,i. ' uFtii:: un.+. �. 41+ rw. �". i�- .�.,M...,- .4w,.•:JArt.M�.+�..a tir.`.+h.i.11.+..��iN'.L. ,44t,:` I,,; y„„: ;,,.�1- .:w- rv....,.�w,«..:ya,.., ...�•.._i -..i. rw ,::, s .c.�.u.�'.'.;.i;.r.- .u..s....._ REQUEST FOR COMMENTS DATE: February 26 1990 FROM; Tigard Planning Department RE: SDR 90-0003 HARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex. ZONE: R-25 (Residential, 25 units/acre) LOCATION: Southeast corner of < SW 113th Avenue and tW Durham Road (WCTM 2S1 15A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's 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 Mar. 8, 1990. You may use 'the space provided below or attach a separate' letter to return your comments. If you are unable,to respondby the above datet. 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 Book 23397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no ob3ections to it.`, please contact of our office. Please refer to the enclosed 'letter. Written Comments • TO: l4'e REQUEST FOR CATS DATE: February 26, 1990 FROM: Tigard Planning Department ;' a Rl� SDR 90 -0003 BARECEVIC A request. for Site Development Review approval to allow construction of a 172 unit apratment complex. ZONE: R -25 (Residential, 25 units /acre) LOCATION Southeast corner of SW 113th'' Avenue and SW Durham Road (WCTM 2 1 15A, tax lots 1700 & 1800) WCTM �5 Attached is the site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, report and recommendation will be a r an decision will be rendered . Prepared d a .' P F future. endered on the ro teal in the near fut If you wish to comment' on this application, we need your comments by Mar. 8, 1990. You may use the space provided below or attach a separate letter to return your commen are unable respond by the above date, please Phone' the contact noted below with your comments and confirm uhilir comments in writing as soon as passable. yot this matter a contact the Tigard Planning Depart TiMALATIN vALLEY FIRE & RESCUE Hall Blvd., Tigard, OR 97223- PHONE: 639 -4171. AND BEAVERTON FIRE DEPART TENT STAFF AFF CONTACT: 1~ �� `� (A \ PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no Please contact: of our s Please refer to the enclosed letter- Written Comments ) Jy`°" .-�-, f�. �. ,,ter µ� _� C- t. S 4�`t::: s 7- GENE BIRCHILL Deputy Fire Marshal / Plans Examiner 503 -526 -2502 FAX 526-2538 4755 SAN, Griffith Drive m Beaverton, Oregon 87005 Lrvo °ii - 1 f .mom... �.�►- pA-, 0 J1 a b A-6- 7' S a l t ►�. -�... Name of Person Comment In : 6\-V.‘,0 f t4-- I, Phone Number.: .... ®21, -.� ion iP.Arp'. 2 x• ' 4 - F E, D4) TO: \` > REQUEST FOR COMMENTS DATE:- Februar 26 1990 FROM: Tigard Planning Department' SDR 90 -0003 BARECEVIC A request for Site Development Review approval to allow construction of a 172 unit apratment complex. ZONE: R-25 (Residential, 25 units /acre) LOCATION: Southeast corner of SW 113th Avenue, and SW Durham Road (WCT.M 2S1 15A, tax lots 1700 & 1800) Attached is the Site Plan and applicant's 'statement for your review. From information supplied by � ari cus 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 Mar. 8, 19.90. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date please � y comments and confirm your phone the staff contact noted below with our co P writing as soon as possible. If you have any questions regarding comments in r wrx the Planning Department, 9 g this Matter, contact the Tigard Plannin De artment PO Box 23.397, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 - 4171. STAFF CONTACT: e PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: XX We have reviewed the proposal and have no objections to It Please contact of our office,' Please refer to the enclosed letter. Written Comments: Name of Person Commenting: Phone Number: 639 -- 155,x' John, P. Miller, Administrtor 1$l i l a P14 WHIG FEE3 2 7 1990 PROPOSAL DESCRIPTION FILE NO: SITE DEVELOPMENT REVIEW SDR 90-03 FILE TITLE: BARICEVIC APPLICANT: VLADO BARICEVIC OWNER: 'SAME WEST PORTLAND CONTRUCTION 5815 SW PATTON RD. PORTLAND, OR 97221 REQUEST: A REQUEST FOR SITE DEVELOPMENT REVIEW APPROVAL TO ALLOW CONSTRUCTION OF A 172 UNIT APARTMENT COMPLEX. LOCATION :_ SOUTHEAST CORNER OF SW 113TH AVENUE AND SW DURHAM ROAD (WCTM 2S1 15A'TAX LOTS 1700 AND 1800) BONING DESIGNATION: : N R -25 (RESIDENTIAL, 25 UNITS /ACRE) COMPREHENSIVE PLAN DESIGNATION: MEDIUM-HIGH DENSITY RESIDENTIAL NPO NO: 6 CHAIRPERSON: SUE CARVER'` PHONE: 639-8507 XX STAFF DECISION PLANNING COMMISSION DATE /.._./ TIME HEARINOG OFFICER DATE / / TIME CITY COUNCIL DATE _ //_ TIME XX REQUEST FOR COMMENTS (see attached list) RETURN BY /_ /_' ATTACHMENTS: XX VICINITY MAP XX LANDSCAPING PLAN XX LIGHTING PLAN xX ARCHITECTURAL PLAN XX SITE PLAN STAFF CONTACT PERSON: FERRY OFFER PREPARE FOR PLANNER APPROVAL : -03/Z% XX ADVERTISEMENT TIMES OREGONIAI! NOTICE TO PROPERTY OWNERS . TO BE MAILED LETTER �CCn ATTACHMENTS: PTASCATxON N TI CE TO D it GENERAL CONTRACTOR NAME & 11 /EROSI ADDRESS: c7 C�' � t 'NS r /." p%W exl 4 eget,. 77a2. EXCAVATION CONTRACTOR NAME & ADDRESS :' 0 TELEPHONE NUMBERS; ,a fj APPLICANT: � Jed 1914.7 OWNER; GENERAL CONTRACTOR: EXCAVATION CONTRACTOR: SUE /JOB: 24 HR/AI- 1'ER HOURS EMERGENCY CONTACT PERSON, TITLE, TELEPHONE: /etVimow `z "�y��? LOCATION & ADDRESS WHERE SPOILS LEAVING SITE WILL BE TAKEN (NOTE: PERMITS MAY BE REQUIRED) N 1 TR • L I F ®RJ &TION CASEFILE NO.: PERMIT NO: APPLI N,46, i AND ADDRESS: app 4-el r SO. -r /° 4+1'q/ P era C) e'er- 902 2 / OWNER NAME AND ADDRESS: PROPERTY DESCRIPTION: STREET ADDRESS AND CROSS STREET/LOCATED V LEGAL DESCRIPTION: TAXLOTNO.: 2 w 2r 1/4 SECTION: SITE SIZE, ACRES: P>✓ DISTURBED/WORK AREA, ACRES: SITE RUNOFF DRAINS TO: (CIRCLE CATCH - BASIN DITCH PIPE CREEK (CIRCLE ONE) PRIVATE PROPER PUBLIC RIGHT OF WAY EROSION /SEDIMENTATION CONTROL aMEASUR.ES MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION: SEDIMENTATION FACILITIES STABILIZED CONSTRUCTION ENTRANCE PERIMETER RUNOFF CONTROL CLEARING AND GRADING RESTRICTIONS COVER PRAc l'iCES CONSTRUCTION SEQUENCE OTHER MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION: STABILI7F EXPOSED SURFACE REMOVE AND RESTORE TEMPORARY ESC FACILITIES CLEAN AND REMOVE ALL SILT AND DEBRIS ENSURE OPERATION OF PERMANT FACILITIES OTHER PLAN FOR EROSION CONTROL PREPARED AND SUBI IT'ED IN AC CORDANC..:. E WITH "TECHNICAL GUIDANCE HANDBOOK'. EROSION CONTROL PLAN DRAWING, A REQUIRED, HAS PLAN CONSTRUCTION NOTES COMPLETE, INCLUDING EMER GENCY PHONE NUMBER, SCIEDUL�./STAGING FOR INSTALLATION �ARAL OF EROSION CONTROL PLEASURES. AND APPLICA$i:STAND NOTES. COMPLY WITH THE ABOVE AND WILL CONST UCTLtCI'I MAINTAIN SITE. S.1 NECESSARY I HAVE READ AND WILL COI'vif' RUCT AND MAINTAIN DSC MEASURES AS NEC MENT ON THE CONSTRUCTION CONTAIN SEDIMENT ,:.-- WNER SIGNATURE is 4 i 10t1w1!i1 a04 a•f 0 A 41ti4 !d•cie is 4i is 4 4 imis0O !!4 4 wit•446 Or AtSIaiifio r4 i1 OI+ICIAL USE ONLY. DATE ACCEPTED RECEIVED BY /A APPLICANT SIGNATURE FEE RECEIPT NUMBER AIL :N / C1 4 STATUTORY WARRANTY DEED Viedo D. Bariceyic conveys and warrants to West Por. tla.nL.Construetion the following described real property free of liens and encumbrances, except as specifically set forth herein; Lot 25, Willow -Brook Farm, in the City of Tigard, county of Washington and State o Oregon. AND , Grantor, Grantee, tot 24, WILLOW -BROOK FARM, in the city of Tigard, County of Washington and State of Oregon. EXCEPTING THEREFROM beginning at the Southwest corner of Lot 24, WILLOWBROOI< FARM, in the City of Tigard, County of Washington and fitate of Oregon, thence East along the South line thereof 20 feet, to the easterly right - of"way line of SW 113th Avenue, thence East along the said South line 484 feet; thence North parallel with the West line of said Lot 24 a distance of 90 feet; thence West, Parallel with the South line of said Lot 24, a distance of 484 feet to said Easterly right -of -way line of SW 115th Avenue; thence continuing West parallel with said South line, 20 feet to the West lie of Lot 24; thence South, along said,' West line, 90 feet ,� .nt of beginning. et tc� the tr � ;po I u irwi► ►'',!� A � ft)1,4g ing Lb rx„ r, taf I;ht: oriAtnnr:::. [7ippgjy• WOO THIS INSTRUMENT WILL NOT A :. OW IUSEl'' P'ttlithc, riKO E 'I DESCR1BED IN THIS INSTRUMENT IN VIOLATION O1' APPLICABLE L1D USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITE' OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. The true consideration for this conveyance is Chen cohiply with AO requirements of ORS, 9.1 030) DATED this 8th - day of February; 19 90 ,' Vlado Baricevic STATE OF OREGON, County of Washington CORPORATE ACKNOWLEDGMENT P; )ss, STATE OF OREGON, County of )ss, The foregoing, instrument was acknowledged before The foregoing instrument Was acknowledged before rte this 8th day of A FBbruary 19 90 me this day df 19 by Vlado" F. Baricevie by and .- w».� ~, by 1 .P of y t'.. %'"� a corporation, on behalf of the corporation. r SEAL .' Title Order No, Escrow No. Notary Public for Oregon Notary Public For Oregon My commission expires: 4 =16-90 My conim ssion expires; courtesy courtesy. After reeotiling return le: Vlado 1, Baxicstic 5815 S.W. Patton . Road Pnr014n4x ,Oregon„ 97221. NAME, ADl RESS, 21h Uttifi a ett ijtt It /equaled in ld* srutcluerils stall b0 tern w.11r+" rnilnlns uddrOO.. as reflected above Ti 98 —9185 NAME, ADDRESS, SEAL TI-IIS SPACE, RESERVED FOR RECORDERiS E U5 a NE 1/4 SECTION 15 T2S R 11;V W.M. WASHINGTON COUNTY OREGON SCALE Ii= 2001 ROAD 3, 9.9,4 c, 1900 2.0 .4c. 1901 Z.a3Ac See CS 10670 o. 19,7 2101 0 — 2100 .66Ac, W 3,68Ac, 220 .....1 u- :.+.,�:.u�J,; away. a, +...:,.:n.7_.,iwxz..e »,u..,..,� 1 r' CIRCULATE, T, ,GA` SRC :7G Staff Review J 1 y frelz DS CITY OF 'TIGARD COMMUNITY DEVELOPMENT DEPARTMENT PRE—APPLICATION CHECKLIST • APPLICANT • PROPERTY LOCATION ILI.- Tax Map /Tax Lot Date 12 0 , , PO //07 • PROPOSAL DESCRIPTION /NECESSARY APPLICATION(S) 'C 4. USE Exzsting Vai,01�..� Adjacent Property h .� L.t, = W ,,":� GP> "a`TM "'4j4,, -`"""" north �� u ����� H south ! tN 44 5 east 4"� n .� 4` 6A O REV - west 6 fi t OMPREHEN DIVE PLAN DESIGNATION i A t tA ft �..r �� '" ' � ` a i ZONING DESIGNATION "� +' 1,VOrt 144C1) NEIGHBORHOOD PLANNING ORGANIZATION NO. : ._. 1,✓ ,1, CHAIRPERSON PHONE ,.. CODE REQUIREMENTS minimum lot size/Width 1114 w lit r' /`, / Setbacks: front corner s' ".d rear Special setbacks: streets established areas lower intensity zones wetlands flag, lot. accessory structures zero lot line- Cl Y4',111 r,ASO flax i mu n lot coverage Maximum building height F 1 0 .Special height limits flag lqt --- Density calculation sn_ c t? 4"') . tt.4WaIh ci , Aviut. c eckit,'a'i other, N Ott rt , Fe ufr g5% o e t,!("11 .1,6 �a eo d fluty �1 l b� vr 7 omuotA9w4Ity t'Pt4 riot 4:o t +4 fn . tfod ireligni, %tog vz ?t4 p 14+ a. dev►g t� � •Nvahs4'ce s per Ghde rSeef ti el a. 630 Density, transition Landscaping, minimum % of lot area - 4207) Street Trees it trovep yia 'tf`re!ril1 C Buffer Areas SL tvi totct evelafleti. A,ln Parking Areas I -e'. 74iM Vivo teds1 q, Visual clearance : til , Avha 1, x tnv■ t a i tick G' se ~iov ' 'Le & 3 644 4 ttixAte c F . d ` ' '6 ata ti ic" Gib Ma IV 014 p 1111(lel Parking and loading , 1►'1 'a " �� i G�3 i! '€. kit1415 '"� I% t � (41,1i+ . .. �� �,G G' � ' ��/kbi � .. N, c v LIMi�l i .A ' e'l�C' 50 aI `kt) ,`a Ali e.'5% r ro Access and circulation tlivklwar � .Ctee ri l w..3 ap ai$��. �a1 t1 .1" }�15 ar..s ,f y r driytt t 1 �� .rts 3de►UL e° (OQ 0 1401 , th posy f Pr r !' ` t Signs eV 1 ; G ,yiyd e ± tf C t (41'r M -9. OTHER CONS /DERATIONS (See application checklist for specific items) Sensitive lands: fgood plain drai nag eva y .�..--- ) 25 % slope Wetlands rGt i Ct Cvall�, ci r� cur r iuu Open space elevelq k�, ProviA a /j{; "1 Historic overlay,��nt r Street imp rovements t nReeta ,l ev ` _ � i ° ' (` � : x 0 13+ AV 'r; 4 , 114' .__` "to t 'sd cwe t 54010" ' � : t V, t" . d.» "4O dLofrtf Sanitary Sewer improve ent t, t ,v{tlartq Sew e.re Al sovi4ket"t ; d 0, Right-43f-way dedication .' 'oht Storm Suer improvements 6 + tkve41 V a&o' „ I" ,vi Improvement Agreement - Permit; Bonds; Fees Other agency per its' ll' ti .) % lrk " b ar '# ♦a 10, PROCEDURE administrative staff re iieut`! Public Hearing/Hearings Officer Public Nearing /Planning Comtilis$ ion The Adrnin� strative •decision or Public Hearing shall occur, roxitrnatel 30 day-' after a co"' al�P � �complete applxcati��on � is filed. • l0 -day appeal period fal'iows al i deci s lolls (0573P/0022P) 0 CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST Staff j,''(rr" Date ', '"" The items on the checklist below are required for the successful✓ completion of your application submission requirements. This checklist identifies what is 'required be submitted with your application. This sheet MUST be brought . and submitted with all other materials at the ` 'le t�.me you submit your application. See your application for further explanation of these items or call Planning at 639- 4171. BASIC MATERIALS ITEMS TO BE INCLUDED; A) Application form (1 copy) ( . B) Owner's signature /written authorization C C) Title transfer instrument C 0) Assessor's map C E) Plot or site plan F) C ) Applicants statement [t.3 (G) List of property owners & addresses within 250 feet : [ (H) Filing fee ($ sec0..tfk,,t� . E 61 SPECIFIC MATERIALS A) Site Information showing (No. of copies ): 1) Vicinity Map C 2) Site size .& dimensions 3) Contour lines (2 ft at 0-10% or 5 ft for grades � Co ( - 4) Drainage patterns, courses, and ponds C r.►3--' 5) Locations of natural hazard areas including: a) Floodplain areas [ ] b ) $ lO p . n excess of 25% C ` e s in t. c) Unstable ground [ ] d �' Areas with high seasonal '_water table [ ] e) Areas with severe soil erosion potential [ ] f) Areas halting severely weak fou ` ? Location of �^es Y ndat�.on Soils [ � 6 ourc the Comprehensive e areas as shown on Map inventory 'including: a) Wildlife habitats [ ] b) Wetlands [ ] 7) Other site 'features: a) Rock outcroppings [ : b) Trees with 6" + caliper measured 4 feet from ground level [ 8) Location of existing structures and their uses t 9) Location and type of on and off'- site noise sources C, I 10) Location of existing utilities and easements C 11) Location of existing dedicated right -of=ways E Site Deueloprnent' Plan showin (No, of des 4�"0 P y � '' C j f.) The proposed site and surrounding properties 2) Cohtour' line intervals ( ;, 3) The; location, dimensjons and names of all: a) Existing & platted 'streets & Other public 'ways and easements 'on the site and on adjoining t" properties APPLICATION CHECKLIST - Page i I:AC�4.�;;.....w,,..�»,k..C:: t .. .t �.,�ti y :.- ...- r.+�...�-- I..4:{.«L.:}:X ) posed streets or other public u> & easements on the site. C.I/. c) Alternative routes of dead end or proposed streets that require future extension [ ] 4) The location and dimension of: a) Entrances and exits on the site i i) Parking and circulation areas c) Loading and services areas d) Pedestrian and bicycle circulation'" e) Outdoor common areas, C f) Above ground utilities 5) The location, dimensions & Setback distances of all: a) Existing Permanent structures, impr•ouemehts, Utilities and easements which are located on the site and on adjacent property within 25 feet of the site C' b) Proposed structures, improvements, utilities and easements on the site Cu^' 6) Storm drainage facilities and-t1"614/-644-°f downrtreanr cori ± ± rn s 7) Sanitary sewer facilities [k.ir 8) The location of areas to be landscaped C 9) The location and type of outdoor lighting considering crime prevention techniques 10) The location of mailboxes The location of all structures and their orient a tion C 12) Existing or proposed sewer reimbursement agreements [ 3 GradinaPlan (No. of copies ) • 1 - - I d The site development plan shall _ include a gra Ong p lan 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 lines, slope ratios and soil stabilization' proposals, and time ` of year it is.-proposed to be done. 2) A statement from a re ister+ed engineer supported by data factual substantiating: a) Subsurface exploration and•geotechnical engineering report b)_ The validity of sanitary sewer and storm drainage service proposal's c) That all prob.leems tai li be mitigated and how they dill be mitigated raiih s o . of co ies Architectural a y c1 (N P ) The •site development plan proposal shi,1 include: 1) •Floor plans i.ndi.cat'ing the square footage of all. structures proposed for use on- site. and 2) Typical elevation drawings of each :structure. Landscape Plan (No: of copies p drawn at the same scale of tine The. e lah shall= be g d y .. l.andsca P r ar a�1d shall ' site analysis pl:ah or a la erI scale if necess indicate s 1) Description of the irrigation system were applicable 2) Location and height of 'fences, 'buffers and screenings j APPLICATION CNECkLIST P 1 C] 1 1 ) Loca :,on of terraces, decks, shelters, 'play areas and ° common open spaces Location, type, size nd species of existing and proposed plant materials. The landscape plan shall include a narrative which addresses: 1) Soil conditions. 2) Erosion control measures that will be used. [ 3 [ 3 F) Sqn Drawxegs 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) Traffic generation estimate ) Preliminary partition or lot line ad "ustment map showing (No. of Copies' ): 1) The owner of the subject parcel [ ] 2) The owner's authorized agent [ 3) Th. map scale, (20, 50,100 or 200 feet =1), inch north arrot.. and date 4) Description of parcel location and boundaries 5) Location, d names of streets, easements and other public ways within and adjacent to the parcel [ ] ' 6) Location of all permanent buildings on and within 25 feet of all property lines [ 7) Location and width of all water courses [ 3 Location of any trees with 6" or greater caliper at 4 feet above ground level [ 3`' 91 All slopes greater than 25% [ 3 10) i Location of existing utilities u and utility easements [ ] 11) For major land partition which creates a public street:' a) The proposed right -of --way location and width b) A scaled cross -- section of the proposed street plus any reserve strip 12) Any applicable deed restrictions 1) Evidence' that land partition will not preclude efficient future ''land cfa.vasi i : on where applicable Subdivision P^eliminar Plat of C3 [1 8) Copies ): 1) Scale equaling 30,50,100 or 200 feet to the and limited to one phase per sheet 2) The proposed name of the subdivision 3) Vicinity map showing property'srel.ationship to inch E 3. [ 3 [1 [ [ 3 3 arterial and collector streets [ ] 4) Names, addresses and telephone numbers of the ; owner developer, engineer, surtteyer, designer, as applicable[ pate of application 5) 6) ) ['3 Boundary lines of tract to be subdivided [ 3 Names of adjacent subdivision or names of recorded owners of adjoining parcels of unsubdivided land tour lines related to a city—established bench - rak at 2-foot intervals for 0-10% grades greater than 10% APPLICATION +CHECKLIST - Rage IQ 9) The ,pose, location, type and size o .11 of the following (within and adjacent to the rroposed subdivision): C a) Public and private right —of --ways and easements [ ] b) Public and private sanitary and storm sewer lines [ c) 'Domestic water mains including fire hydrants [ ]_ d) Major power telephone transmission lines (50,000 volts or greater) [ e) Watercourses C a f) Deed reservations for parks, open space, pathways and other land encumbrances [ 1 10) Approximate plan and profiles of pr^oposed,sanitary and storm sewers with grades pipe. sizes indicated ( 11) Plan of the � roposed water system, showing pipe' sizes and the location of valves and fire hydrants. C a; 12) A profiles showing the finished ppr^ox�.mate centerline grade of all streets including street extensions for a reasonable distance beyond the limits of the proposed subdivision. E a' 13) Scaled cross sections of :.. street right—of—way; ht-- of-wa proposed � v, C a_ 14) The location of all areas subject to inundation or storm water overflow E a 15) Location, width and direction of flow of all water- courses and drainage Ways C a 16) The proposed lot configurations, approximate lot dimensions and lot numbers. Where lasts are to be used for purposes other than residential, it shall be indicated upon such :lots. 17) The location of all tree?: with a diameter 6 inches or greater measured at 4 feet above ground level, and i8 the location of proposed tree planting s, if an y Ca ) The existing uses of the property, including the location of all structures, and the present ales of the structures, and a statement of which s ructures are to remain after platting 19) Supplemental information including a) Proposed a Proof of deed restrictions (if any) property ownership c) , A proposed plan for provision of subdivision improvements C a 20) Existing natural features including rock out- - croppirrgs, wetlands and marsh areas., 21) If any of the foregoing information cannot practicabl y C a be shown on the preliminary plat, it shall he p and submitted with the �.ncor orated into a nar^ra►ta. +,ie a application. Ca ca° a Ca a) Other Info aeration (2362P/002OP) APPLICATION CHECKLIST -- Page 4 4 Cot. 5'EON &, `. 4:29 - SEE MAP 2S I IODC WASHINGTON COUNTY OREGON SCALE. 1u= 200 1 S7.3 .1I4t? 73.29 594` 496:04 62.9.66 L 202ASEMENT N 89 °`471W =0 589c` 42.`E 22:81.; Z (.. -- 329' O. 12:l:. ` w 2703 2704 1.65Ac.- 214 Ac ale tm 2101 437:0 43700 595.. 1 I-, o 0 KITTELSON & ASSOCIATE, INC KITTELSON & ASSOCIATES, INC. TRANSPORTATION PLANNING /TRAFFIC ENGINEERING 512 S,W. BROADWAY • PORTLAND, OREGON 97205 • (503} 2285230 • FAX (503) 273.8169 rl1r,,• TRANSMITTAL NO .LICE PROJECT: DURHAM PLACE APARTMENTS Mr. Vlado Baricevic JOE NO.: 391.00 DATE: May 31, 1990 TO: Mr. Gary Alfson Transportation Engineer City of Tigard P.C. Box 23397 Tigard, Oregon 97223 The following items are enclosed: No. of - Copies Pea iptioit Transportation Impact :Analysis for Durham Place Apartments REMAKES: Please give me a call at ' (508) 228 -5230 if you have any questions. TRAFFIC IMPACT ANALYSIS for the DURHAM M PLACE APARTMENTS Tigard, Oregon Developer: Mr. Vlado Baricevi.c 5815 S.W. Patton Road Tigard., Oregon 97221 Prepared b y Kittelson & Associates 512 S.V. Broadway, Suite 220 Portland, Oregon 97205 (503) 228 -5283 May 1990 �oject N 391.00 1 T zrbarn Place A arnents ,• Tigard,' Oregon TABLE OF CONTENTS INTRODUCTION i i • • • • i e SCOPE OF THE REPORT PROJECT DESCRIPTION EXISTING CONDITIONS .. SITE CONDITIONS AND ADJACENT LAND USE TRANSPORTATION FACILITIES TRAFFIC VOLUMES AND PEAK HOUR OPERATIONS .• ' 9 �ryy e • .. • 6 •. • • . • i -.i • . . • • . • . . • • 12 TRAFFIC IMPACT ANALYSIS • . o AI.a`Y DEVELOPMENT PLANS TRIP GENERATION TRIP DISTRIBUTION FUTURE TRAFFIC OPERATIONS/LEVEL OF SERVICE QUEUING ANALYSIS AT DURHAM ROAD /S.W. 113TH AVENUE TRAFFIC WARRANT SIGNAL AT DURHAM RCADr'S.yV'.113TU AVENUE LE IJ TI lV M+ LANE WARRANTS ON S.W. L K YF AVENUE CONCLUSIONS AND RECOMMENDATIONS . . • s i.. 26 REFERENCES . » • . • • • . • • . . • . . • • i . • • • • . • Al . • • • • .' • . • • 28 •t. } Durham Place Apartments - Tigard, Oregon LIST OF FIGURES . Site Vicinity Map • • • • .. • • , • , i • , • Y.+ 2• Site Plan/Driveway Access ♦ • • , • , • • : Y e • • , • i : • • ♦ e • • 4 3• Existing A.M. and P.M. Peak Hour Traffic • • i • , 7 • Site - Generated Traffic with Existing and Future Background Traffic i 15 5• Estimated Site Trip Distribution. ....... • 11 • • i • • • • • • .. , , • 16 : Intersection Sight Distance • . • • , • a .. • , , i . • • , • i 18 7• Peak Hour Traffic Signal Warrant: Durham. Iioad/S.W 113th Avenue 22 g VV 13th Avenue e i • 23 3. Deft -Tura. Storage �rrant. • Durham Durha RoadlS: LIST OF TARTARS Level of Service Definitions: Unsignalized Intersections •.: • .` Y . i . ' . • . 8 Level of Service Criteria for Unsignalized Intersections • i ...: . i .. .... 9 • Existing Level of Service , • . • • • • i • .... • e' Y .. •... • • .' . , •. • • 11 • Projected Trip Generation for the Site a `. : . Y • . Y. • i • . i ! • . •.. e • • i ♦ . i . s i • 13 . Future Background Traffic Trip Generation . i i , . :... • ... • .i i . Y • . 14 Future Level el of Service . • i Y Y • e i • • • • • • i e ♦ • • • • e i i i • • i t • i. Y i • Y • 20 : Traffic Signal Warrant Anal sis • s • • ... 24 Durham Place A artments Tigard, Oregon INTRODUCTION SCOPE OF THE REPORT The purpose of this report is to describe the traffic related impacts of the proposed 172 -unit Durham Place ` Apartment development on a 9.19 -acre lot located at the southeast corner of the intersection at Durham Road and S.W. 11.3th Avenue, Figure 1 shows the site vicinity map of the proposed apartment development. This report will examine trip characteristic estimates of the proposed site. This examination n includes estimates of trip generation, distribution and assignment of traffic relat • related to the apartment development in the morning and evening peak periods. The report will also evaluate traffic operations adjacent to the site with regard to capacity and safety considerations, including: Existing traffic conditions at Durham Road and S.W. 113th Avenue during both a.m and pm. peak hour conditions. Trip generation estimates for both the proposed apartment development and future single family development adjacent to S.W. 113th Avenue. The antici pated Level of Service (LOS) during the a,m and p.m. peak hour time periods at Durham Road/S.W. 1.13th Avenue, as well as the proposed driveway access intersections on S M. 113th Avenue. Existing interse ctaon s ight distance of the Durham Road/S.W 113th Avenue intersection. An assessment of warrants for left -turn storage on S.W. 113th Avenue, An assessment of warrants for a traffic signal at the Durham Road/S.W. h A. 11 t Avenue intersection, and dedicated left -turn storage on S.W. 113tb, Avenues Iritroducf iot DURHAM PLACE 'APARTMENTS T g►jr41 Md 99' a,. PROJECT DESCRIPTION Durluzm Place Apartments - Tigard, Oregon The proposed development is located within the urban growth boundary and the city limits of the City of Tigard, Oregon. The project consists of 172 multi- family apartment units on a 9.19 -acre site (approxim.ately 19 units /acre). The proposed land use is consistent with the City of Tigard's Comprehensive Land tise Plan with a designation of medium-high density residential use allowing between 13-25 units per acre. Access to the Durham Place Apartment development is proposed at three driveways on S.W. 13th Avenue south of Durham Road as shown in Figure 2. The "North" Driveway to the proposed development would be located approximately 120 feet south of Durham Road directly across S.W. 113th Avenue from the east entrance to Tigard Towne Square. The "Middle" and "South" driveways are proposed to be located south of the North Driveway with centerline spacings in excess of 180 feet. Also shown in Figure 2 is the site plan location of interior circulation streets and apartment buildings. For planning purposes of calculating trip generation and estimating the distribution of project trips, noted later in this report, access to each of the apartment buildings was assigned inanually as follow IMY:`Y' North Mid die South 7, 8, 9, 10 and 11 (78 units) 3, 5, and 6 (46 units) _, and 4 (48 units) Introdtiction ' 7 90 L 4.. TO HWY 99W 4K011 ' NORTH DRIVEWAY fit BUILDING BUILDING # 10 i 7 18 UNITS UNITS MIDDLE DRIVEWAY DURHAM PLACE APARTMENTS Figure • Durham, Place Apartments - Tigard, Oregon EXISTING CONDITIONS SITE CONDITIONS AND ADJACENT LAND USE Currently the site of the ' y proposed project � r he proposed site is bounded by sparse single family residential use ((approximately 10 units ) to the south, Tigard Towne Square shopping center to the west, multi- family residential to the north, and vacant zoned multi- family residential use to the east. TRANSPORTATION FACILITIES S.W. 1l.3tb ; t. venue is a two -way local street that dead ends south of , Durham Road, just north el the Tualatin River. S.W. 113th Avenue currently operates as a local street but is classified in the City of Tigard' Comprehensive Plan as a minor collector. A typical cross- section of S.V. 113th Avenue adjacent to the proposed site is 22 -24 feet of paved roadway with curb and gutter on the west shoulder only. S.W. 113th Avenue will be widened to 38 feet as frontage improvements are constructed concurrent with the development. Durham Road is a two -lane arterial between S.W. 113th Avenue and Boones Perry Road, and a three -lane arterial between S.W. 113th Avenue and Summerfield Road. In the summer of 1990, the City of Tigard will be re- striping Durham Road between Suraraerfield. and S.W. 113th Avenue to five lanes (two through lanes in each direction with one left -turn widening D�.u�haaa�. Road to three lanes between S.W. urr��. lane), and 113th Avenue and Boones Ferry one through lane in each direction he Road for o ad ( o�r�n.g and a shared left- turn lane). Currentl y there are sli ght vertical sight distance problem_ s on Durham rham Road east of S. NV. 113th Avenues It is anticpated t h at these conditions w ill be nc roved with the re- construction of Durham Road. Sight distance will be discussed in detail later in this report. Adjacent to the site, the typical cross-section of Durham Road consists of two undivided twelve-foot lanes anes with; no improved shoulders. Durham Road is designated as a major collector under the City of Tigard's Comprehensive Plan. Existing Conditions Al Durham Place Apartments - Tigard, Oregon The west leg of the : Durham lioad/S.W. 1 13th Avenue intersection is constructed for five lanes providing a dedicated right -turn lane: for eastbound traffic turning south onto S.W. 113th Avenue. TRAFFIC VOLUMES AND PEAK HOUR OPERATIONS Current weekday peak hour traffic volumes at ` the intersection of Durham Road and S.W. 113th Avenue were determined through manual counts ''conducted by Kittelson & Associates, Inc.. Figure 3 displays observed weekday a.m. and p.m. peak hour traffic. Level of Service (LOS) is a concept developed to quantify the degree of comfort (inclu ding such element as travel time, number of stops, total amorxnt of stopped delay, and other' impediments caused by vehicles) afford to drivers as t' p travel through an intersection or roadway segment. The 1985 Highway Capacity .zrzual (Reference 1) includes a detailed methodology for calculating LOS. gn locations, upon concept of "Reserve Capacity" (i.e., At uns ahzed locations LOS xs', based u off. the that portion of the available hourly capacity that is not used). A qualitative description of the service levels associated with an unsignalized intersection is resent a presented in Table 1. A quantitative definition. of LOS for an unsignalized intersection is presented in Table 2. The reserve capacity concept applies only to an individual traffic movement or to shared lane movements. Once the capacity of all the individual movements has been cal culated and their LOS and expected delays d eta rmi ned an overall ev aluation of the intersection can be made. Normally the movement having the worst LOS defines the overall evaluation, but this may be tempered ered by engineering judgement. An "E" level of servi a DURHAM PLACE , PARTMENTS 7.. Ma _199A� 0 I. .::i�tL.....:s_..+±�LVUSrfY•r� ��...:'...^..I.tt..wa,u. TABLE < 1 Durham Place Apartments - Tigard, Oregon GENERAL LEVEL OF SERVICE DESCRIPTIONS FOR, UNSIGNALIZED INTERSECTIONS LOS General Description Nearly all drivers find freedom of operation Very seldom is there more than one vehicle in the queue Some drivers begin to consider the delay an inconvenience Occasionally there is more than one vehicle in the queue Many times there is more than one vehicle in the queue Most drivers feel restricted, but not objectionably so Often there is more than one vehicle in the queue Drivers feel quite restricted Represents a condition in which the demand is near or equal to the probable maximum number of vehicles that can be accommodated by the 'movement There is almost always more than one vehicle in the queue Drivers find the ` delays to be approaching intolerable levels Forced flow Represents an intersection failure condition that is caused by geometric y � and/or operational constraints external to the intersection -s. Existing Conditions 0. • ux 4. Purharri Place .Aeartrnents - Tigard, Orega 1. TABLE 2 LEVEL OF SERVICE CRITERIA for TJNSIGNA.LIZFD INTERSECTIONS Reserve Capacity Level of Expected Delay to (pcph) Service Minor Street Traffic 9400 A Little or no delay 300 -399 B Short traffic delays 200 -299` C Average traffic delays 100 -199 D Long traffic delays 0 99 E Very long traffic delays F * When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movements in the intersection. This condition, usually warrants improvement to the intersection. The LOS aual y_. ses described in this report were performed ui accordance with the procedures described above. Copies of the analysis forms are contained in the project file and can be provided upon request. In order to insure that this analysis is based upon worst -case conditions, the a.m. and m. p� peak hours were used in the evaluation of all intersection levels of service, and conservative trip distribution assumption were , the analysis reflects conditions that are only likely for 1 or made. `Thus conditions °' to occur fo 2 hours on an average weekday. For the remainder of each weekday, and throughout the weekends, traffic conditions within the study impact area are likely to be better than described in this report. Existing Conditions _wJS:i g4 i Durham Place Apartments - Tgard, Oregon The evening peak hour (4 :30 -5:30 p.m.) represents the highest traffic volumes through the intersection of Durham Road and S.W. 113th Avenue. This corresponds with the peak activity associated with commuter work trips, During the morning, peak traffic activity was observed to take place during the commute -to -work period (7:15 -8:15 a.m.). The evening and morning peak hour periods are used for LOS analyses. The observed vehicle composition at the Durham Road/S.W. 113th Avenue intersection consists predominately of passenger vehicles. During the evening peak hour, the major portion of traffic on S.W. 113th Avenue were vehicles accessing the shopping center west of the project site to/from Durham Road to the east. Figure 3 shows the existing a.m. and p.m. peak hour traffic volumes for the two intersections. The results of the LOS analysis for the existing weekday a.m. and p.m, peak hour period conditions for the Durham Road/SW. 113th Avenue and the S.W. 113th Avenue /Shopping Center Driveway intersections are shown in Table 3. The Durham Road/S.W. 113th Avenue intersection currently operates at a level of service (LOS) "C" in the morning peak hour, and a level of service "D" in the evening peak hour. The S.V. 113th Avenue/Shopping Center Driveway intersection currently operates at L OS "A" in both the a.m. and p.m, peak hours: In an effort to better estimate the existing capacity for minor street left - turn movements at the =signalized intersection of Durham Road/S.W. 113th Avenue, a special gap study was conducted to determine the availability and distribution of acceptable gaps for left-turning movements. gap study explicitly accounts for such . .. - g P whether p g p g nts The a factors as proximity of upstream and downstream traffic signals which affect w e or not the vehicles are arriving randomly, or in platoons, The results of the gap study reveal the umber of critical time gaps available to drivers. Within the context of this report the critical gap is defined to be the time gap, expressed in seconds, which is found to be acceptable by 50 percent of the drivers on the minor street approach and movement Past experience on other roadway facilities possessing similar speed and cross - sectional characteristics, show the critical gap for minor street left turning vehicles to be fairly consistent at about 6.0 seconds. Table 3 identifies the results of the existing LOS estimates using the results of the gap analysis; As shown in the table, the Durham. Road/S.W . 113th 113th intersection is currently operating at an acceptable service level. The HCM analysis procedure confirmed the results of the field observation surveys. o Existing Conditions p ru ti TABLE 3 Durham Place Apartments Tigard, Oregon EXISTING LEVEL OF SERVICE UNSIGNALIZED INTERSECTIONS Critical Reserve Level of Intersecti,Qn_ , Movement Voiurn„g rdirkerritY aa A.M. PEAK HOUR • Durham Rd/11.3th Av NB Left 2 216 C • 113th Av /Shopping Dr EB Left 20 894 A PA% PEAK HOUR • Durham Rd/113th Av NB Left 2 129 ID • 113th Av/Shopping Dr EB Left 55 867 A 41- Existing doncl t t ns It Durham Place artrn nts - Tigard, Oregon TRAFFIC FACT ANALYSIS The weekday peak hour addition of traffic generated by the proposed Durham Place Apartment and single- family residential (south of the project) development was analyzed as follows: T he total number of weekday a.m. and p.m. peak hour trips were estimated for build -out of the site. g traffic was estimated based on existing Distribution. of site-generated tra ffi traffic distribution on S.W. 108th Avenue venue at Durham Road. Site - generated traffic fur the peak hours was assigned to the street system and added to the existing and future background traffic volumes,, The anticipated Level, of Service during the a.m. and p.m. peak hour time periods at the Durham Road/S.W. 113th Avenue. Traffic demand at each of the proposed project driveway intersections at S.W. 113thi Avenue were analyzed to identify level of service deficiencies. Intersection sight distance at the Durham Road/S.W. 113th Avenue intersection traffic was tested to ensure that traffic can safely turn onto Durham Road ad from S.W. 113th Avenue, Queuing analysis of Durham Road!S.W. 113th Avenue intersection. An assessment of warrant for the need of a traffic signal at the intersection of Durham Road/S.W. 11.3th Avenue. An assessment of warrant for the need of southbound left - turn lanes at proposed project ' sit, ! driveway intersections each uf the Q ctioris on S.W. 113th Avenue. A detailed » . _ gy the meth results is contained in the led duscussxon of t� odolo and the analysis r remainder of this see tlon,r 2. Traffic Impac ' Analysis i Durham. Place artmente • Tigard, Oregon DEVELOPMENT PLANS A site plan has been prepared for the proposed Durham Place Apartment project. In apartment r p the plan, a total of 172 2-bedroom unats are to be located on a 9.19 -acre lot on the southeast corner of Durham Road and ` S.W. 113th Avenue. These apartment units are grouped into 11 separate buildings along three internal driveways that would intersect with S.W. 113th Avenue. TRIP GENERATION Estimates of total daily and a.m. and p.m. peak hour volumes for the proposed Durham Place Apartment complex were developed form empirical observations at other apartment complexes located throughout the United States. These empirical observations are summarized in a standard reference manual published by the Institute of Transportation Engineers (Reference 2). Based .on these trip generation data, weekday and peak hour traffic generated by the project was calculated. y � �' p J fed. Table 4 shows the resulting weekday and peak hour trip estimates. TABLE 4 TRIP G ENERATION DURHAM PLACE APARTMENTS yips A.M. , DRIVEWAY ; 2. M IN QUT TgLA1 IX Diu North 78 475 10 30 40 35 20 55 Middle 48 200 10 20 30 20 10 35 South 48 295 10 20 30 25 15 40 TOTAL 172 1050 30 70 100 75 45 130 Traffic Impact Arl'olyeis LDurham Place Apartments Tigard Oregon. In addition to the estimated traffic generated by the proposed project, traffic estimates were calculated for the remaining undeveloped land located south of the proposed project adjacent to S.W. 113th Avenue. This 'land is planned for single - family residential use.. The resulting trip generation estimates constitutes the future background traffic used in this analysis, and are shown in Table 5. 31 Acres' TABLE 5 TRIP GENERATION] FUTURE BACKGROUND TRAFFIC TRIPS ZUL MK= I QUI TOTS, 145 1460 30 80 110 TRIP DISTRIBUTION Ma 'TOTJ. 95 50 145 The distribution; of site- generated and future background trips into and out of the Durham Place Apartments ; development was estimated based on the n exisii �'g distribution of a.m. and p.m. traffic on S.W. 108th Avenue at Durham Road and is shown in Figure 4, S.W. 108th Avenue currently services apartment generated traffic. This analysis assumes that traffic generated by the proposed project will distribute in the same pattern as residential traffic generated on, S.W. 108th Avenue, Since S.W. 113th Avenue is a dead-end street, and is the only street servicing the proposed Durham Place Apartment complex, all of the project generated traffic will enter and exit through the Durham RoadJS.W 113th Avenue intersection. Figure ei displays the a.m. and p.m, peak hour trip distribution for the project. ASsumes maximum allowable density for single family residential use at 5 units per acre. 44= Traffic Impact Analysis NORTH A.M. PEAK HOUR NOTE: THESE NUMBERS INCLUDE VOLUMES FOR EXISTING AND FUTURE t3ACKGROUND TRAFFIC, NOTE THESE NUMBERS INCLUDE VOLUMES FOR EXISTING AND FUTURE BACKGROUND TRAFFIC, SITEGENERATED ::TRAFFIC • (A AND P M PEAK HOURS) bURHAI PLACE APARTMENTS FIgUre Md 1990 391 FOO4 DURHAM PLACE APAR TENTS F gore r7 Md 199{ Durham Place Apartments - Tigard, Oregon FUTURE TRAFFIC OPERATIONS/LEVEL OF SERVICE Using the estimated trip distribution, the traffic anticipated to be generated by the project during weekday a.m. and p.m. peak periods was assigned to the to the adjacent street system. Figure 5 shows the a.m. and p.m. site- generated traffic combined with the existing peak how. and the estimated future background ` traffic volumes to arrive at the projected total traffic. The analysis level of service :anal sis of the intersection of Durham Road and S.W. 113th Avenue indicates : that, with the addition of ' site- generated traffic, the intersection will operate at LOS S "D " in the a.m. peak hour, and "E" in the p.m. peak hour. The critical movements through this intersection in the p.m. peak hour are . the northbound left -turns from S.W. 113th Avenue onto Durham Road and : the westbound left -turns from Durham Road onto S.W. 113th Avenue. It is important to remember that the LOS results for the intersection reflect conditions that are expected to exist only during the peak hour (a.m, and pm.) of the average. For the remainder of the weekday, traffic conditions are likely to be significantly better. The levels of service of the Durham Road/S.W. 113th Avenue intersection are considered accept able for an unsignalized intersection, therefore no mitigation measures need be considered under future traffic conditions. Level of service "A" was calculated in both the a.m. and p.m. peak hours for all three project driveway intersections with S.W, 113th Avenue, Table 6 shows the projected a.m.. and p.m. peak hour levels of service at the Durham Road and project driveway intersections with S.W. 113th Avenue. TRAFFIC SAFETY CONSIPERATIONS Sight Distance A asurerraents As part of the traffic safety evaluation, son sight of ,intersection the field measurements �. h Avenue. d�.sta`ace were performed at the zxxtersect�.on of Durham. Road/S,W, 13t These observationS, shown in Figure 6, reveal that current sight distanc' to the east of 5. 1' 113th Avenue at Durham. Road is limited to 200 feet due to obstructing trees and foliage south of Durham Road, With a posted speed liauit of 35 mph on Durham Road, intersection sight distance from S. W. 113th Avenue , of 350 feet is required for moved intersection sight . p g y g safe o eratzons. If the trees and foliage were re ht distance of p. s 17- Traffic Itn act Analysis UNOBSTRUCTED TO SUMMERF'IELD SIGNAL (700 +1 SW 113TH AVE UNOBSTRUCTED TO SUMMERFIELD SIGNAL (700.11 DURHAM P ACi APART RENTS Figure [T Mo1+ 9,9a.: .i o i A Durham Place Apartments - Tigard, Oregon 500 feet would be achieved, and would provide considerably greater than the required intersection sight distance of 350 feet. Intersection sight distance to the west of S.W. 113th Avenue exceeds the required 350 feet. Intersection sight distance at the proposed Durham Place Apartment driveways are estimated to exceed the minimum required 250 feet (based on an anticipate ' posted speed limit of 25 mph on S.W, 113th Avenue) based on review of the site plan. The Durham Road /S.W. 113th Avenue intersection is expected to operate at acceptable levels of service during all time periods (LOS "D" during the a.m. and LOS "47," during the p.m. peak hour). The proposed project driveway intersections at S.W. 113th Avenue are expected to operate at LOS "A" during all time periods. Given these findings and the finding that adequate sight distance will exist at all intersections adjacent to the project site once the trees and foliage south of Durham Road and east of S.W. 13th Avenue are removed, it is concluded that these intersections will operate with a high degree of safety and acceptable level of efficiency. QUEUING ANALYSIS AT DUREGUVI : ROAD /S.W. 113T 1 AVENUE A queuing analysis was conducted for the a.m. and p.m. peak hour periods at the Durham Road/S.W. 113th Avenue intersection to investigate the impact of future traffic levels. Results from a gap analysis of peak hour traffic at the intersection showed that there are 130 available gaps for northbound left -turn vehicles to enter the traffic stream on Durham Road with an average delay of 11.2 seconds /vehicle. In the p.m. peak hour period there are 230 gaps available for northbound left-turn vehicles with an average of 19.5 seconds delay per vehicle. Currentl y there is storage space for four northbound left - torn. vehicles (assuming 25 feet/vehicle) without inhibiting turn movements through the S.W. 113th Avenue/Tigard Towne Square East Entrance intersection. Using standard FHWA queuing analysis p rocedures (see Reference 1), the probabilities of a five- vehicle queue were calcu,lated for the a.m..'' and p.m peak hour periods. Based on the estimated gap availability and expected volumes, and assuming that traffic arrives at the intersection randomly, the likelihood of . a five- vehicle queue during the a;rn peak hour period is less than 1 /100th of 1 %. During the p.m. peak hour period, the likelihood of 'a five - vehicle queue occurring is 2/10ths of 1% (99.3% certainty that a five - vehicle queue will not occur). 19 a Traffic I otpct Analysis i. Infersection 44 11L Durham Place ,Apartments -; Tigard, 0► egon TABLE 6 EXPECTED LEVEL OF SERVICE UNSIGNALIZED INTERSECTIONS Critical Reserve Level of lammed Volume Comity service A.M. PEAK HOUR • Durham Rd/1.1.3th Av NB Left 55 13.0 i • 113th Av/North Driveway EB Left 20 659 A • 113th Av/Middle Driveway S]B Left 10 987 A • 113th Av /South Dravewa • Y SB Left 10 988 A P.M. PEAK HOUR • Durham Rd/1.13th Av NB Left 53 ,33 E • 113th Av/North Drivewa y EB Left 55 554 • 113th 'Av/IVIi.ddle Driveway SB Left 25 969 A • 113th Av /South Driveway SB Left 25 969 A Generally, of confidence is considered very engineering level o y eery, a 95% lev acceptable. p In this case, the ; level of confidence that the , , at t e site ,..and/or shopping center driveways will not be blocked is extremely good. The City of Tigard has scheduled Durham Road for re- construction in the summer of 1990. iJ on. completion, p p , the cross- section. will be expanded to two through lanes and one continuous left-turn lane between Booms Ferry Road and S.W. 113th Avenue. • i- directional turn lane on Durham. Road will provide more than The continuous b adequate stacking space for westbound left -turns at S.W. 113th. Avenue. -20- Traffic Impact Analysis � • Durham Place Apartments - Tigard, Oregdn TRAFFIC SIGNAL WARRANTS AT DURIIAIVI ROAD /S.W. 113TH AVENUE A traffic control signal warrant analysis was performed on the unsignalized Durham Road/S.W. 113th Avenue intersection to determine whether a signal is necessary to control the intersection. The analysis for signal warrants is based upon procedures identified by the Federal Highway Administration (Reference 1.) that determine signal warrants based on intersection approach lanes, peak hour approach volumes by turn movement direction and the 85- percentile speed of all vehicles on the uncontrolled approaches. Three separate warrants were evaluated for the Durham Road/S.W. 113th Avenue intersection including Warrant #1: Minimum Vehicular Volume, Warrant #2: Interruption of Continuous Traffic, and Warrant #11: Peak Hour Volume warrants, The lane configuration proposed by the City of Tigard that is scheduled for construction in Summer, 1990 was used in each of the warrant analyses. The results of the FHWA warrants #1 and #2 investigation calculations are provided in Table 7 for both the a.m. and p.m.. peak hour conditions. The results of FHWA Warrant #11 are shown in Figure 7. The results show that the future condition of the Durham Road/S.W. 1.13th Avenue unsignalized intersection with planned roadway capacity improvements and future levels of traffic, will not warrant the need for a traffic signal. LEFT - TURN LANE WARRANTS ON S.W. 113TH AVENUE Left -turn lane warrants were analyzed for each of the proposed project driveway, intersections on S.W. 113th Avenue. Of the estimated volumes at each of the intersections, the worst condition of conflicting turn- m.ovem.ents is expected during the p.m. peak hour at the S.W. 113th Avenue/North Driveway. Using standard procedures for calculating left -turn storage lanes on two -lane roadways (see Reference 4), a warrant analysis was conducted on the S.W. 113th Aven.ue orth. Driveway ass-inning the worst case condition of a posted speed of 40 mph intersection assuin 'n. h on S.W. 113th Avenue. The result of the left -turn storage warrant analysis is shown in Figure 8. -21- Traffic' IYnpt Analysis Aji PEAK HOUR lRAFFIC SIGNAL WARRANT 1 n.: 600 500 cr i-Q 400 cr 300 0w z 200 0 100 •• •• x , + x .. •. •. x 4 .. • 4 .1 . • • 4, i • f x 400 600 • •.:ti.. 411,,x•.. • 2 OR MORE LANES ON MAJOR STREET; . 1 LANE ON MINOR STREET � 1 ::: . i •u i 1 , f x . . 1 x iiY• . x x x.. . . . . i • , i i , : . . . It . ; : .•. x . • (. 1 LANE ON MAJOR STREET & 1 LANE ON MINOR STREET . xi: x Y J Y • Y • ••.. i • i. i. • ,. . x : ix: i x • • f ♦ • . x ixi f • i x • . .64 xx . • Y 4 4 . 4 . � • ( 1 /Aram 800 1000 1200 1400 1600 1800 MAJOR STREET TOTAL OF BOTH APPROACHES - VPH DURHAM ROAD / S.W. 113TH AVEN A. PEAK HOUR VOLUMES PEAK HOUR VOLUMES SIGNAL NOT WARRANTED ° A IBC IGNAL WARRANT (PEAK tIJRHA,M 'PLACE A. T FEAR AAENTS �'Igure 391F007, WARRANT FOR LEFT -TURN STORAGE ON S.W. 113TH AVENUE AT PROPOSED DRIVEWAY *1 OPPOSING VOL 800 700 600 500 400 300 200 100 • •) ! . . . . f • i : Ja • • • !. • • i 1. 1 • • • i • 4 • • . • i • yi. A ) • 1 • • • •. •• . : i 4 • . •Ii • • i i . . • 41• 1 44• •'• • • • / i • •i•.. i • • • • • • •44 4 ) 4 • i •. • •0,4 • • • • 4 • ♦ • ': i -i •4. 4 •,• • r/• • • • /• • f i i • 4 • • • li• 4 • • • 4 i J • a 4 ••• i • • • 4 t 4 • ) • • ,1 • 200 400. 600 800 1000 ADVANCING VOLUME .:ADVANCING vctuM (270 OPPOSING VOLIUM (8 a NO I��EF�`M°�IIR .LANE IiIR D -23 LEFT-TURN TORAG W ARRAN` (PEAK:H+O R) DURHAM PLACE APARTMENTS F!gu , IAaY 29.C� .._ / ti: I { 1 .Durham Flare Apartments Tigard, Oregon TABLE 7 TRAFFIC SIGNAL WARRANT ANALYSIS DI R ROAD/S W. i.18TH AVENUE WARRANT .0 #1 -- Minimum. Vehicular Volure, _ x : LANES Vehicles/ Vehicles/ Major Minor Hour Hour Warrant Peak Period Street Street (600)2 (150)8 (YtN)4 A.M. 2 1 745 80 NO F.M. 2 1085 40 NO WARRANT #2 -N Intem.pitan f onti.n rpu 'I`r : LANES Vehicles/ Vehicles/ Major Minor Hour Hour Warrant Peak Period Street Street (900) (75) (Y/N) A.M. 745 80 NO 1085 40 NO 4 Street'. On nfajor street (total approaches) Minor street (one direction only). To meet signal warrant, the vehicle/hour condition must be met for both the major and minor -24- Traffic impact Analysis ■ 1 Durham Place A artments - 'Tigard, Oregon The level of northbound opposing traffic in the p.m, peak hour would have to increase by approximately 120% to 185 vehicles before a 75 -foot left -turn. storage lane is warranted on S.W. 113th Avenue at the proposed North Driveway intersection. The level of traffic estimated on S.W. 113th Avenue south of the proposed project was estimated using the maJdnaum density of single - family residential use allowable in the City of Tigard's Comprehensive Plan. Therefore, no additional opposing traffic is anticipated since S.W. 113th Avenue dead -ends north of the Tualatin River. Hence, a left -turn storage lane is not warranted at the proposed S.W. 113th Avenue/North Driveway intersection. Also, since this intersection is considered the worst of the proposed driveways on S.W.113th Avenue, left -turn storage at any of the other two driveway intersections is also not warranted. act Analysis -25- TraffiC Ian-.. p L u.�. Durham Flare A artment8 Tigard, Oregon CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis described and contained in this report, it is concluded that the proposed 172 unit apartment development known as Durham Place Apartments, in Tigard, Oregon, can be constructed without significant traffic impacts and that the adjacent street system (that includes scheduled roadway improvements on Road 1990) is adequate to accommodate the projected Durham ��oad in the Summer of traffic that will be added by this development. The specific findings of this analysis are as follows. An analysis of existing traffic at the Durham Road/S. W. 113th Avenue intersection was conducted and the conclusions showed that the intersection operates at acceptable table levels of service ( "C" in . P p the morning peak hour, and "D" in the evening peak hour). An analysis of anticipated traffic generated by the proposed site and future single - family residential use south of the proposed site was conducted cted to determine levels of service for the Durham Road/S.W. 113th Avenue intersection, and the three proposed project driveway intersections of S.W. V' 113th Avenue. The results show that acceptable levels of service are anticipated at the Durham Road/S.W. 113th Avenue intersection for both the a.m. and p.m. peak hours, The proposed project driveway intersections 113th Avenue are all expected to operate with little tersec�„a.ons of S.W. S.VY. or no delay during both the a.in, and p.m. peak hour periods. Intersection sight distance measurements were taken at the S.N. 113th Avenue intersection. With . " g trees and foliage south Av` the removal. of ex�stux t of Durham Road at the proposed site, nearly 500 feet of intersection sight distance to i . g othee east of the intersection will be present. The scheduled reconstruction will further improve Durham Road vertical sight distance at the Durham Road/S.W. 113th Avenue intersection. A three -step traffic signal warrant analysis was conducted for the Durham. RoadJS.W. 113th Avenue intersection for both a.m. and p.m: p performed including the peak hour periods. Separate calculations were mixdmum. vehicular volurn,e warrant, interruption of continuous traffic -26- Conclusions and R commendations Durham Place Apartments - Tigard, Oregon warrant, and peak hour traffic warrant. The result from each calculation showed that a traffic signal at the Durham Road/S.W. 113th Avenue intersection is not warranted. The need for separate left and right turn lanes on S.W, 113th Avenue at Durham Road was analyzed. ` LOS °`B " was estimated for both a single and double lane configuration for northbound traffic. Since S.W. 1.13th Avenue will be widened to 38 feet, right - turning vehicles will have room to bypass left - turning vehicles without striped channelization. A queuing analysis was conducted for northbound traffic on ` S.W. l.13th Avenue at Durham Road: The results showed that, with, at least 99 +8% certainty, the likelihood of a queue long enough (5 vehicles) to _ impact traffic movement through the S.W. 113th Avenue/North Driveway intersection would not occur. A left-turn storage lane warrant analysis was calculated for the three proposed project driveway intersections of S.W. 113th' Avenue. The results of the analysis showed that left- turn storage lanes are not warranted. By removing the existing trees and foliage on the proposed Durham Place Apartment site the Durhasn. Road/S.W. 113th, Avenue intersection should operate safely once Durham Road is reconstructed. The expected traffic volumes on S.W. 1.3th Avenue are expected to be efficiently accommodated with the scheduled improvements to Durham Road. w2'7� Conclimions and Recommendations 1......... ni......,..., I.I. • I. Durham Place Apartments - Tigard, Oregon REFERENCES 1, Highway Capacity Manual. Transportation Research Board; Special Report No. 209 (1985). 'i Trip Generation Manual; 4th Edition. Institute of Transportation Engineer (1987). 3. Manual on Uniform Traffic Control Devices. U.S Department of Transportation (1988), Volume Warrants for Left-Turn Storage Lanes At Unsignalized Grade Intersections. M.D. Tarmelink. References 4 [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]