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Agenda Packet - 1992-08-03
• . . • r r •,, • . ••.• .. •' ••. , ... •• • , .::!;.':',.,,,-,,.....":..„ ,.•"...''....." , ,'....,- '...,',..,..',.•',...:%.,'.•,:",,;.•':.:.'''.,:`,':-:;'..' ''., ". .vil.'..'' -,..;.:•'.,:,,:•" .",' ',..'.:.',; ,,....:-.!''...,•., ',.....,. ,,;•:,..,, ,.:.... ,•,- *,,.., .:',.„,' . ' , : '..',',.• ',!,,, ::: .;', ,-.,:',". '„,.' ...''',,,. ' ., • , .. •••, • • .. :`•:', -'!e.:,,,,', ' • .. .. ,•. ., , ,. , .* • . ' • .,• :',•7'J 'r.,, '''.,'...4'.. n;'.;:i."•:. . . . .. LAKE OSWEGO , .....,, . . ..x . ,. . •....,,,-,,,,:,,,,,.,.. PLANNING DEPT. FILES .., . ,..,.. ... , . , . ,..„,.... . , ...,, !,' i ':'''•1,. •• ::". ,i:,, Development Review Board Agendas 1992 , ._ ... . ..,, \,....:.,.. . . , . ',... .. . . . . . . . - . Mtn% Ai . goa mem . .... . . . , ,• /. •. t: . .. •,...r.,... ..... ,. . •. . . ..... . .. . .. ....:..,. ,...., ... . . . .„, . ... . .... .. . qk, ••• . .. .. . . . ,...../....:: : .. . .. . •.. .. . ...... . . • . . ., . •,..• ,,. . ..... ,.. 4 . ,. .., . . ,.. . . .." .. ... . • ,.. . , ..,, • , ', •',. . . . . .. . y i AGENDA t CITY OF LAKE OSWEGO DEVELOPMENT REVIEW' BOARD ' �` CITY COUNCIL CHAMBERS,CITY HALL,380 'A' AVENUE �� '". e Monday, August 3, 1992 1, 4 f; 7:30 P.M r, I. CALL TO ORDER II. ROLL CALL Agenda Book III. APPROVAL OF MINUTES June 1, 1992 July 9, 1992 IV. PETITIONS AND COMMUNICATIONS V, PUBLIC HEARING DR 13-92, a request by Diantha Knott&Assoc. for development review approval to add a new facade, siding, brick veneer and paint to an existing building, The site is located at 17131 Boones Ferry Road (Tax Lot 3801 of Tax Map 2 1E 18BA), Staff coordinator is Michael R. Wheeler, Associate Planner. DR 14-92, a request by OTAK, Inc. for approval to remodel an existing structure and add 312 sq, ft. of storage area. The site is located at 15952 SW Quarry Road(Tax Lot 100 of Tax Map 2 1E 8CB). Staff coordinator is Barbara rntolak, Associate Planmer, a VI, GENERAL PLANNING VII. OTHER BUSINESS—Findings, Conclusions and Order DR 12-92--967 VIII. ADJOURNMENT The Lake Oswego Development Review Board welcomes your interest in these agenda items. Feel free to • come and go as you please. L R lMrmlera: Slat Skip Stanaway,Chair Tom Coffee,Planning Director Norman J,Sievert,Vice—Chair Robert Galante,Senior Planner James A.Bloomer Ron Bunch,Senior Planner Xavier R.Falconi flank!Pishvaie,Dev,Review Planner ;i Robert H.Foster Catherine Clark,Associate Planner • Ginger Remy Jane Heisler,Associate Planner Martha F.Silveri Barbara Smolak,Associate Planner Michael R.Wheeler,Associate Planner Cindy Phillips,Deputy City Attorney , Barbara Anderson, DRB Secretary .. Kathy Avery,PC Secretary I i { y ., STAFF REPORT CITY Iy�. OF LAKE OSWEGO PLANNING DIVISION• • APPLICANT: FIE NO,: Diantha Knott&Assoc, DR 13-92 PROPERTY OWNER: STAFF: Gerald Hoffman (Lake Grove Veterinary Michael R. Wheeler •. Clinic) LEGAL D SO RIP jON: DATE OF REPORT: ' L July 24, 1992 Tax Lot 3801 of • Tax Map 2 1E 18BA DATE OF \R,j (G.; ` LOCATION: August 3, 1992 i b IIY 17131 Boones Fe Road ri'y NEIGHBORHOKM AssocIATION♦ COMP, PLAN DESIGNATION: None IP ZONING DESIGNATION: • IP I/ APPLICANT'S REQUEST The applicant is requesting development review approval to add a new facade, siding, brick veneer and paint to an existing building, e.. IL APPLICABLE REGULATIONS • A. City of Lake Oswego Comprehensi_vr Platt: 1 • • Impact Management Policies . General Policy I, Specific Policy 1,4,6 General Policy II, Specific Policy 1,2,3 General Policy III, Specific Policy 1 Industrial Land Use Policies • General Policy I, Specific Policy 5,8,9 . Y - 1 v. DR 13-92 Page 1 of 6 r s' B. City of Lake Oswego Zoning Ordinance: LOC 48.355—48 '5 IP(Industrial Parks)Zone description & requirements. LOC 48.700—48.735 Nonconforming Uses 410 ...:,,°,•, . C. Cityy�f_Lake Os3& gP ,v . lopment Code: LOC 49.090 LOC 49. 1 Applicability of Development Standards Criteria for Approval LOC 49.145 Major Development LOC 49.300—49,315 LOC 49.610 Major Development Procedures LOC 49.620 Quasi judicial Evidentiary Hearing Procedures Conditional Approvals D. City of Lake Oswego Development Standards: 2.005—2.040 Building Design E. City of Lake Osrvegc.Tree .urr;nz ckd;,,a4. LOC 55.010—55.130 ` III, EI DES A. Existing Conditions: 4lH 1. The site is composed of 25,575 sq. ft. in a trapezoidal configuration. The site is located between Boones Ferry Road and the railroad trackage of the Southern Pacific Transportation Co, (SPTC). 2. The existing building covers 6346 sq. ft, (including covered areas at the en and i an existing fenced enclosure), This coverage is 24.8 percent of the gross site area, 5 ' 3. The site is configured as illustrated in the landscape plan (Exhibit 4), except as follows: : a, The roof overhang does not extend toward Boones Ferry Road beyond the southeast face of the building. y b. A curbline sidewalk abutting to the southwest terminates at the property line of • the site, • c. A three—:oot—wide concrete walk is located along the southeast building, leading to a patio, side of the d. An eight—foot—tall chain link fence with wooden slats is located between a 24 inch alder tree and the northeast property line. The fence continues northwesterly along the property line and around the northwest side of the building. e. A 30—inch retaining wall is located along the property line on Boones Ferry Road,parallel with the southeasterly face of the building, 4. A street light is located on Boones Ferry Road near the south corner of the buildin g, • • DR 13-92 Page 2 of 6 4 5. Boones Ferry Road is a 74 ft.—wide paved street in an 80 ft.—wide right of way, with F curb, gutters and sidewalks (except along the frontage of the site). 6. A six—inch sanitary sewer line is located along the frontage or the site in Boones Ferry Road, terminating at the south corner. ` 7. An eight—inch water line is located in Boones Ferry Road. "'r t 8. Twelve—inch and eighteen—inch storm drain lines are located in Boones Ferry Road, B. Backgrounds ..` +: , The site was annexed to the City on May 6, 1960. The building on the site was i constructed in 1962 when the City's zoning ordinance permitted "veterinary hospital" outright [LOC 52.410(7)]. The existing veterinary clinic became a nonconforming use in i.- F`' November 1982 when the zoning ordinance was amended, excluding veterinary hospitals, but allowing "professional office not to exceed 15% of the gross site area," C. Propo t • .: The applicant is seeking development review approval for an exterior remodel and minor expansion of an existing 6200 sq. ft. office building, The applicant proposes to install a ,.. ..' wooden fascia and parapet to hide the existing roof, to resurface an existing stone accent `°' wall,to install a brick veneer on walls surrounding the covered entry, and to expand the existing covered entry by 212 sq. ft, D. Compliance with Criteria for Approval: As per LOC 49.615, the Development Review Board must consider the following criteria when evaluating minor development. ` 1. The burden of proof in all cases is upon the applicant seeking approval. • , • ''r The applicant has borne the burden of proof through submittal of documents marked a P e exhibits, accompanying this report. ,\ 2. For any development application to be approved, it shall first be established that the proposal conforms to: ' a. The City's Comprehensive Plan The applicable Plan policies have been addressed as follows: \' Impact Management Policies These policies require 'mtection of natural resources from development, comprehensive review of developmeK' proposals, and payment of an equitable share of the costs of public facilities. The policies are implemented through several Development Standards, addressed further below. The policies require assuranct that distiretive areas �. ., will be preserved, soil will be protected from erosion, trees will be protected from removal, streams will be preserved and that density will be limited to achieve these results. Compliance with the applicable Development Standards reviewed below will assure conformance to these Plan policies. Conditions of approval will be imposed when necessary to assure compliance. i, DR 13-92 , Page 3 of 6 . ti y • Industrial Land Use Policies These policies require the City to initiate measures to enhance the industrial area's0 , general appearance. This is implemented through the Building Design Standard, reviewed later in this report. 1n b. The applicable statutory and Code requirements and regulations. Zoning Code Requirements and Analysis (LOC Chapter 48) The following requirements were in effect on the date of receipt of the application: The site is zoned IP(Industrial Park) which requires no lot area; no required minimum lot width; and no required minimum lot depth [LOC 48.3701, Maximum FAR (floor area ratio) allowed in the zone is 1.0 [LOC 48.375(2)]. The zone requires the following minimum setbacks [LOC 48,370(1)]: y • Front yard: 20 ft, Rear yard: 10 ft. Side yard: 10 ft. ' The existing structure was built in 1962 and does not maintain the currently required \ (`'•, front yard of 20 ft. The applicant's site plan (Exhibit 10), landscape plan (Exhibit 4) and floor plan (Exhibit 3) all illustrate that the existing building is closer than 20 ft. from the front property line. Right-of-way acquisition along Boones Ferry Road has diminished the distance below that shown in the exhibits; the exact setback maintained has not bee • determined by a surveyor. The existing structure is legally nonconforming in this reg The applicant proposes an addition to the covered entry that would be closer than 20 ft, from the front property line. This addition requires a Class 2 variance to the 20 ft. front yard required in the IP zone. The applicant has not requested a variance to this • requirement. The applicant must modify the proposal by eliminating the proposed southeasterly extension of the entry-roof beyond that currently existing. This will be required as a condition of this action, if approved. The only other option available,other ,.. . than denial, is to table further action until a Class 2 variance request is submitted and _' properly noticed. That option does not guarantee that the requested variance could be approved. Development Code Recu ire erns and Analysis The proposed br ling alterations are appropriately being processed as major development. ' • Because the proposal involves "a change to the exterior of a structure which requires a ` building permit and does not involve the expansion of the use nor increase the square footage of the structure" (with the modification required as noted above to comply with the required front setback), tl', proposal must only conform to the Building Design Standard [LOC49,090(4)(4)]. No other Development Standards or Development Code requirements are applicable as a result, Tree Cutting Ordinance Requirements and Analysis (LOC Chapter.55) 0 ar DR 13-92 Page4of6 • ,. ;• I ;J` '"'•o _ + - - •'tit _ .d s i. • t 4 The site is well landscaped as illustrated in Exhibit 4. The Tree Cutting Ordinance • requires a eq permit to remove any tree in excess of five inches in diameter. No trees are proposed for removal as a part of this application, c. The applicable Development Standards Mould agjaui tStandard (a 00 n4rn This standard requires the design of the building to complement existing, nearby buildings, streets, and paths. The existing one-story structure is composed••, - p d of several building elements with vertical tongue-and-groove siding painted tan. Four roof types and materials are employed, presumably added oz•repaired over time. A full-story stone wall is located midwayalong the southeast face of the building. The existingappearance (Exhibit 12)and a photograph (Exhibit 9), exceptta portions of th in the eoof isos currently absent. Rooftop mechanical equipment is visile fro he p try of t ,`A and from Boones Ferry Road. perimeter of the site The applicant proposes to install a mansard roof to hide the mechanical equipment; to cover the stone accent wall; to install brick-veneer sidin ► extend the entry roof southwest and southeast over two proposed brick planee rs A color and materials board has been provided (Exhibit 13). The proposed roof extension over the entry must be modified as discussed earlier to comply with the front yard setback requirement or the provisions regarding nonconforming structures [LOC 48.700-48.735], ,..-•••• ..:.., . 0 The applicant's narrative indicates that metal gutters and downspouts will that aluminum or vinyl-clad windows will replace the existing. The appli hasainted indicated the style of the windows nor the color of either the windows or the gutters and downspouts. This must be done in order to demonstrate compliance with the Buildinggutters Design Standard to the satisfaction of the the Development Review Board before approval can be graned. The horizontal texture of the proposed mansard roofs and over the stone wall will complement the existing vertical siding. The brick veneer will focus attention on the entry and will provide a contrast to the muted earthen colors chosen by the applicant. , Provided that the materials and colors of intended windows and gutters complement those already illustrated in the color and materials board, the proposal appears to comply which the standard, p y y . d. Any applicable future streets plan or ODPS There are no such plans which affect this site, D. CunclusiQil The applicant has yet to adequately illustrate proposed replacement windows and to illustrate the colors for the windows,gutters, and downspouts in a manner wh o• ich complement the elevations shown in Exhibit 12 and the colors and materials shown in Exhibit 13. Provided this is done, the proposal can be found to comply with all { -.pplicable criteria through the imposition of certain conditions, DR 13-92 Pale 5 of 6 " 1r , w',. • ' , tl icy .' y 0A • ' , , 1 ', 4 / • 7 1' IV. ACTION TAKEN • Provided the applicant satisfies the material needs described above, the staff recommends development review approval of the proposed alterations, subject to the following conditions: • 1. The Floor Plan (Exhibit 4), Roof Plan (Exhibit 5),elevations (Exhibit 12) shall be modified to eliminate the proposed roof addition extending toward Eoones Ferry Road beyond the southeasterly face of the existing building. 2. Evidence of the above to be provided to the Public Works and Development Services • Department prior to the issuance of building permits requested subsequent to the date of this approval. • EXHIBITS. • 1. Tax Map 2. Applicant's Narrative 3. Floor Plan, dated February 24, 1992 4. Landscape Plan,dated June 17, 1986 5. Site Plan with parking improvements, dated June 17, 1986, 6. Letter from D. Schmierbach, Lake Grove Neighborhood Association; dated May 18, • 1992. 7. Minutes of neighborhood meeting, dated April 28, 199'2. 8. Perspective drawing of entry. 9. Photograph of building, dated January 31, 1985. 10. Site Plan,dated January 31, 1985. 11. Roof plan and sections,dated February 23, 1992. 12. Existing and proposed elevations„ dated October 8, 1991. 13. Color and materials board(not reproducible). 14. Findings, Conclusions and Order,DR 19-86-09; dated December 15, 1986. 15. Staff Report (without exhibits),DR 19-86-09; dated September 30, 1986. F rI t. IY ,p, DR 13-92 Page 6 of 6 0 ,I .., 0 , I ei 9 /,' ..' 7„„:, . r, :,..• •• vs c... t. 1 D ,'� /fie`f .t. .1,. ti .• r„ �33 D. I 1,' !"�r`� ' ,,. M.�I 1 �A'at)4$ 9 1500 " dam �, 4 OSWEGO a 1-. �..« !rn � r( Tax Lotted an $ IE IE388 �'� EGO I�} ` , + F'" —`— aS,Ijl as ?500 Ir991 °1600 a h �� lolt • •'r nioN ' , ,�'1� `:,: ) 5. D h ' ', j•u r*r , A �' '`• , s tke.`H om° 39pC •', ''I r, � / .` 1 4 .1+, , , r ." .t ` % `u. i Y DEPT OF fFV[ VV : i s a^ ', � e / t `�1 , ` 3a. n•' f b • ' . ,,,..0 '' .. 1� d 1 •• t � u �! /4 ° •vH1NIAY r I � � � . I7I I mC� .� I �1 s' . .l� p � C0Vl dC"' gyp a. 1/( e + � /° • 1y I 1 • 1 q,H` � �s`Dr. / AP r �; I .1 .', o� "nC11. • hW .r ,, , it, aG 7U t' 1° , 1.. ,,1sr I I N W Ir,l, �a �,)OO 1 ' ewn7.,..2 I\ ,,,,,v,.. 4 t ....„...' ,-- ?,. 01 "` I \ ,�Gt OI.. .B,1 ,•k ' , 1 4200 •R[i yei`..— ., '; , JrSLY nY btti. wn 1 �, ��` A EXHIBIT r — • •+ ' 3 19 ®2•�i V �Q�=' i t,° , r .v.. 1�Y,°r q,d' I 1:, ,4 1�'"-___ ,.m .•.•ramIr• t " d,t3 ,10• 1is . . . K. . y '1 • ROSEWOOD St .). ,,s , �,�. J a as e! a ,r pf , . _-1 \; :' i N 1 Aus' .5 l M F 1 � r ay r . • l ' LAKE GROVE ANIMAL CLINIC • 17131 SW BOONES FERRY RD. LAKE OSWEGO, OREGON 97034 1 EXTERIOR AND INTERIOR REMODEL PROPOSED SCOPE OF WORK ' EXHIBIT , October 8, 1991 �� h .Y • A. GENERAL: „03—"12.. i 4 The following information has been prepared as a guideline for assembling a construction estimate. Please review the drawings, written scope of work and site conditions before preparing the revised estimate. Construction and demolition may be accomplished during normal business hours. `" ' B. PROPOSED EXTERIOR IMPROVEMENTS: 1. Existing stone veneer at east elevation is to be covered by new cedar siding. Provide and install lx4 horizontal cedar siding over building paper. Construct 2x4 fir framing at 16" o.c. bolted to masonry with expansion ' anchors at min.4'o.c. both ways. Shim to make framing level and plumb. 2. Add new covered porch at west side of building. 6x6 cedar columns, double 2x6 beams between columns, 2x6 DF joists at 2' o,c., factory painted metal standing seam roofing and*ige fascia.Painted metal gutters and downspouts. 3. Provide new 4" thick 3500psi concrete slab,reinforced with 6x6 12-12 ;. mesh, covered porch, gutters,downspout and drain. Slope concrete slab to new drain, Compact existing gravel and add gravel to grade to fall for base ' ;`, below slab. ` 3. Construct new concrete walk at east side of building. Approximately 3'-0" wide and 60'-0" long. Remove paving stones, • 4. Remove existing windows and replace with new double glazed thermal pane aluminum or vinyl clad wood windows, Total of 9 windows. Measure sizes ' on site. Provide blocking and supports, flashings,caulking, interior and exterior wood sills, and finished trims. Sliding glass doors are to remain. 5, Construct new 1x6 cedar lapped fascia and covered porch at south and east elevation,Siding to be painted solid color, Include water resistant drywall soffit under ..ntry canopy full width of building. Include two downlights at • soffit in front of entry door. Switch lights on solar cell, '+ 6. Construct new brick veneer at two walls adjacent to the front entry doors, • 7, Construct new brick planters where indicated on drawings, Planter walls to be two bricks wide and have reinforcing within the brickwork. Fill with top • " " soil at completion ready for planting, Include weep holes at base of planters and 6"layer of 1-la"gravel below soil, 4. . 9. Existing exterior door frames to be painted,doors to be covered with plastic laminate. (Two doors). B. PROPOSED INTERIOR IMPROVEMENTS: • • 1. Provide and install stainless steel corner guards in locations shown on the drawing, (total 8) 2. Provide and install chair rails full width of wall in 3 locations shown on the • drawing. Chair rail to be 5"x 3/4"particle board with plastic laminate on• �. exposed faces and edges. { 3. Patch concrete in 8 kennel runs with latex cement concrete to slope to drain. ,.. •'.: DIANTHA KNOTT&ASSOCIATES I Interior Planning&Design Jaen Knott,AIA, CST • file:LGA b donc dis Dr. Gerald Hoffman Tzond Williams; Miller-Williams • • • • • it R �" • • • • • • ly ,‘• •::',.,...,• ..,„:. .. . ,.. , •, ,, . t.. . t.,A. L.,e G.-,--14c., ,v,- ,,, L.,,,-11.-)z,,itQ ikiti-L, Lt. N;Ic.... : . 1 G { • w' Ny 7 i ((l G; jl K2r- l,`S r cc LA-No i i. 9 11 5 t t- I t\ b ) c;1.S I`, y c. t til\?- ` { ; �•a 4 v`. 1 1, ,J..•� y�„ �1�\ 1 I 'n\ `,� I,�) iv7., i��P ran �"�- �''�= ZTS V,d 7 C t\-pl►..i 4,e S fr.- a -t ., cv"'s 'lam jC ..,. `' r Ja • r_ I Y G.. 1. . iy'1i lict6 c-L,*1.1\1 • af•. . 5u{\1►v1 Pnai Y)1. 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' • • ) S. i I it \ I I ;I l '�®— y P ti,. ': TO i .I _ V - (I/ 1,_ ' [Aka 8 O6 yr7e•,C/NA.tY dL/N/C _ ��' d ,/v/!/ fl IV d[)Uf.4w9"WtRYRalo r' �' ► I L '> � I I "I al i eu�te�iw!✓w! p I I r Z t 0 . 1.- J I ti✓.• , I ILL' . h.w ( r {� - I' �+ k M�Ik . I r I v , d.11r �! �KY rxit•r�r 1J�.. N+i,nM/x L F •.,. , S ..b... ... --,-: fk.k.Y rs.WY /L '. /.1Y./4vI..1� AAA���, N 4' P .11k, 4 s'l. 1 -- of rl•'1�' � Y =w, 1. -. Q�.k •1 a...wN+W •M.WIIl,I Im.1 w rr.d wrs•.'Mr p „ L...W (''1.'" / y .,_- �—. --- \s. N 1 •rkrer tN41• �r �� f /A eroa + _...c 1.»cxww..wu - •r l • -,l--r5 <i.A.A,- 1 v,.a!l'rl'/NG AfA+N1, 11EN79 +Wr.slti tb"-+'•r" (r/ -a. n al • LbiAL +.ld9C11at0n AL'trk,.t4llAt)/4..t.41!*;0,4e � J .� • ✓.. r Y:t •x ', o ROVE ., ,4 EIGHBORHOO %' y ` ' 'ASSOCIA,'TION Play 18 , 1992 Hr3c Knott , AIA CSI ' ' Architect �.• West Linn , Oregon John Knott: I have received Your letter requesting to meet with this association to discuss the improvements at the Lake Grove Veterinary Clinic . In reviewing your attachments , we find the site of the proposed improvements to be outside our association boundaries . We do not normally get involved with issues outside i our boundaries unless it involves a zone change ( ie . re-zoning from residential to commercial ) . We therefor decline your ' U.• request , respectfully . 0 Upon our conversation on the phone . I reviewed your proposals and ''' '`' drove by the site in question . On the surface , we have no immediate problems with your re-model as described . 4. We wish you well in your endeavor . • Thank you for seek' g this associations opinion . 7' c.:‘,‘J SC94 - . ' . David 5chmierbach , Chairman Lake Grove Neighborhood Association " 16137 Reese Rd • µ 'ti Lake Oswego , Oregon 97035 r. a EXHIBIT r. w, 1 - .' .,i• M, • Oa 13-9a. 0 . { y a L i q i it r DLANTHA ICNOTI .•' t, &.ASSOCIATES r t•. 003/210.9073 '.' 101 S.1V.JLUN,SCITE 70d PORTL.ND.OREOON 97:04 • a'' • FAX.503/'43 3390 . !" • i 1 � { April 28, 1992 INTERIOR PLANNING&DEMON , •.,4.,, t LAKE GROVE VETERINARY CLINIC .;. 17131 S.W. Boones Ferry Rd. .. : Lake Oswego, Oregon 97035 . E}` I Minutes of Meeting Held on April 28 1992 at 9,30 am . at the LAKE GROVE VETERINARY CLINIC •�P• i a i •r ;.::, 0 PRESENT 1 an Jan Knott-Architect Divntha Knott&Associates ti Jennelle Anderson -La}',e Grove Veterinary Clinic t` 4`> 1. Plans and color and material selections were available for review, . There were no invitees present from the adjacent property owners or the neighborhood review committee. The meeting was closed at 9.50am , F iv m EXHIBIT Signed .0.;. ! t/Li W r D4213-�°12 Jan Knott, AIA, CSI I Y Y i' c , NMM�t� 1 i . . ..... r i H'' • , r~ a'i (: YI oa ' . . .. . Y'11 r I' - ! f 'i , . . , , .'r . ,„., ‘)..,.‘.., , ,•.u ,. , ., 1.__,I 1 .4.•-• ..; - ,',11N iii +14 il 'I-1,11,1 ' ... ' . t--; .._ vl ' r.,.ii— � h►►tam —elf e t ,; mi { , 1. ,,.' p,,,„ r Wit._ 1 .J! r ` IzdK . . _.Y``- a 4.• 43- i, O `=r am'---.„......w -mac I. Iy `y��.-ti,,.-ram x 4^� r Nems '=` ' 12 -Z. '' EXHIBIT I. HFJC KNOTTM AIA CSI ARCHITECT �.'"' IC.1..-: c� �. V ►T - ,�N/ 2_ 0 ,. , WEST LINN OREGON .-..._. SCALE NJ, • , JOB NO. I DATE I -31 65 DRAWING No. ; • tk • p '' f I, • y• • .—'w \ • • I }/' 1. �,••yyyf%��.�ril I 1� • y, r•r ti K. • i • w "*� zr • L+A. r �r •\ �'.•' t Jaw, �11,'.�4. ` y,,•r. '4, 1 i,,-w'M.Y. 11' • r ti( s .,,t,,,� --,.. ,. • r. . }t Ts`'`.1�i-� � t/,r;l•. t 1 � ,• •rP'r � • K r nn 1 17 "0` . �--- r by r 1"p ` a . .. . 1• .4 LI ,.„ , . ., . lik.... . :..: ,..,.....,v.11:1li.r.',1*, 't ,' ,t• • ., • ,, � ����' �i • ♦!� .:•' 1 �� L 7 A A"Vy;••0 � $'74 �.T� ..r •,•.'I ,pl', J •. M,�,.wr •!• I �+> t• i .11 •1�- ... ' • �".rk.vior V�^'1If7''rA�-i ++ _�r..nt it . - it �( F+uc'7 A . .r • • m'{�Y��' '\ #10. �11��+yfj{�.ty�, alr i F+ is 1 ru'�4.a• tiw�► rf, • ..a .1or . rt 5" r r r 4611t* . a .17' • 'i-?`" �+ .. y\i 4 '•;F.Z,V1:4`.w /i}:•4 iai.+ l i; � 1, r•S ".- Di '.fit. .. t., �r.41 • +'#.` v,.+l a' rl5:•it,.. i. \ i 1 4 i.. A.. EXHIBIT s tart. IS-97- HFJC KNOTT, MA CSI 1...,AIC- � 2.-C3•/, y 1-- q • . ' ARCHITECT CC -1 IC, v WEST LINN OREGON SCALE NI St 110E4 No. I bA7E 3 5 DRAWING Nq. . I.. • • M q , t .l�• 1 c {•,f t f t t -{ _, •.r s C et ‘. r . ' xY ;' t,+y 1 Iti EXHIBIT �, 10 x tor. Y 1 1,1, t,�s`'�� / .Z. ,,. / �, 1 4:1, I 1 14t1 :., ........A. a Pr r ,' 1 ( LAiGE �tzavZ K Va.-':.g.INGt_IN IG 0 . _..o d4 S1,' 1 .. ]� ....ITT i1:/ _� I^, lli '4 �Uft!i. 1'1.1,11 i; !l�tI l7/T1 ��ui.t�'14y1 ...!i,^'..t ( J I ,ram _ �. r .� .`�� �...��.i� -c:".o1.J E.� 1 .a I21z•-r ra ore-.p m + t 1 NV• I/4 nfs TH e• N vJ 14t- o f -5e.e.-'(101-I 15 ro1,+11JSH IF'2 oU141-1 . fze'sNrvto Ir o t= THe- W.M., Tax Lor 3501 I N"TH5 .wain ADI2I1.1 ,CoUt-IT4( op'CLA :S rnwclo,6rAie.op' oI �A epr-I•i-Ar p N T I 11•440 W ITHIt-I ?t ve: p,.touc- W,.•.Y SITE. 'F'`A.. ..-1 , I71:::1I 1,41t.riZf7, HFJC KN0 'T, AIA CSI �. ARCHITECT .Lr'�{ ..1.... C-�� \/ .. \/E:'("''�,-�..1N `�� WEST LINN OREGON Y. '` SCALE N 1�. J 108 No, DATE I -S I g a. Y Dt7AWINc3 NO. r tal 0 0 0 1,6 •1 • "I ....rw+.. " a V..., • 001 '�11/C � m..r.YlFis n,Y•-I- .s,Ys \ v N e{ y. +.s M1 Nino .o t. .r ' � .._.._...w l; ;. m...e..iew' .... nw.l rr.r a�.;; N.,r..Nw I' •w•n..r/sN WN ne•.N,w-.,,,a N_. f gr,.rsw.... , iNl.11l n•4 ,1 `. '1� -pa (•.Rrt0. (M 1. m 4 raN„srr MN f. •f t'ra MAn't :J .. 4 U,1. if as „ I •r•id.a..4,11. 1• Y�y a .q,n.NNf ��_....-...., A.3xt n 1 •• 11N..•.M wf 7 • t b,I1P P � .•. IfbaJ,'J. r - V.•1+I1 f, 1 .' n TO V},•1y I CJLY,,.b Acor OliJt1. �,• :_`-_b,M.O • mf wTwus• MV r • w • .t. rt7rWb 1•wl. I S f , it.-- Ti.:.:7:'..1-1*:: Y aMYI�I�I w.IW. 1ai r., a O r elr+arusN.r N.aA \ •11 ' /• si,,f k..-. ... I _.__ s , ,r.e.-i• fri.. - u. I•• .I' hrwrnt Ni 1 I II ".' Ir '�. t• .r++"n'rrw.r• i _ I I 1 I I I I I I I i ,I i I� I I 1 BAyfNy.b.,R.N,) I I NN.IM,+K I t11 I ��I_ ' Y. ii ` 21 I 1 0 1 �• Lr1 -. 1. — 1r,y(Nm rinl Y 4 ,AIL s'r _ zia � .1 �% ���. .. 1 11-�1 �I I_ .. �,�� rr�.,� E^ A 72‘ry ,Ni1•••Aroe V(Ai. ew7nN.draw I I Y `I 1 � 1 \ ra+dt awa i,MU ar 4 _ ��.r I �. Ct✓�.p.0 NIF I mIJN ,. µ� _.J 1 I�G li I �` 1lc ,� >, III I I 1 I < y _ I' r ..r.«,•n,wr N•{ "s E r r , •s1i �. �.I_«rf: N C ,,y, ud.,u �•.d�w. ` +wm r .N fI ~' »w. ._ �: 1 l 1 -_-- . = la iasNtEi•u'ea 1er — , t, abmw. w r G aoa rrti prim •// /�, f e�✓s I I I It 1 1 I Or J .; w 1t);imrb • `ram'N ( �x-i• rI " ,Jr n... ` N W b r00 v ila , ! 44'4ewror, riilwu.. ,,;✓.( 1 o • ' r` ° tm .oN 1 NI 1 11b' � yD•r•-p. �.EXHIBIT • • // rN61 Wb rm a Q• 4 i • 1 no IS IL y' • .. i r,. st1 c •ram,_, . r. .. , �.,t.Rom. i . ,: . - ,. -. .f. •,..:� .f- ..� -F d•' 1 l � i •1 ram' r 1� r y • J 1 , iiiA I . , RI NJ„� - ul.q•."' I.1 _. _ - --..._, _ / . "; i� AXIS. "- INCy r EX .o.,...,',..*,I l ,i _j_?..„....____ , 1.11 5 y J o u.•.T==1..�F AP • _ • q � XISTINa a -' III a Z , U C . — u=a_ I rc a ' J w , ••[• f - _ . . Irk•---..—.. . 'ri•��..17 IH N4�M Mu. a W t ? 0.7..."..ro.wo r 1OR 0 11 rw,l° h'irts.wow 5 T ss C. 1 . A 1, [....___-----:7---ir 1 __. in i 1 1 . , . , , • •••. , . .. , .... . . .,, 11 aM IIY IT.•� ,r 11 • I 1. ', T F YYIIIIP T w1 7F r •. `i• - . I9.111 I !!i ' I• ' .• � : rr, a0 ,,Ili~� { O rl t � Y • � A 4 ,.dl y fy - 1,2 1. ''r y 0 NM. Wm/Y jJ ��\\ I I---- ( ,r'G'4 IC�f«I A � y ,,; • t 0 . , . . . ♦ a • • , a. I' 11♦ r h • • : ;'. • „ .. •, • • . ^ • • , • • • • • ., • „ . . n• " . • • .• , .• • . EXHIBIT TOO LARGE TO REPRODUCE . , • ." • 44 , • , . , • . • . * I ' 64 EXHIBIT 15. . .... , • • • • • l•• • •4 • • f L •,/ r ' S i Y I 1 %' Y. +: Y egis r L ; 41 • 2 --I:::_11:.':'. ; • BEFORE THE DEVELOPMENT REVIEW BOARD OF THE ! ';t. CITY OF LAKE OSWEGO , 4 A REQUEST FOR APPROVAL OF ) DR 19-86-09-416 THE EXTERIOR REMODEL OF A ) (Gerald T. Hoffman, DVM) VETERINARY OFFICE. ) FINDINGS, CONCLUSIONS & ORDER 6 NATURE OF APPLICATION 7 A request by Gerald T. Hoffman, DVM, for approval of 8 ': exterior remodelling on an existing veterinarian facility located 9 at 17130 S. W. Boones Ferry Road (Tax Lot 3801 of Tax Map 2 lE 10 18BA) . HEARINGS 11 The Development Review Board held a public hearing and 12 considered this application at its meeting of October 6 , 1986 . r ` CRITERIA AND STANDARDS 13 ' LOC 48. 340 - 48. 375 Industrial Zones 14 LOC 48. 730 Nonconforming Use Provisions ,�'' , 0 LOC 49. 300 - 49. 335 Major Development Procedures 16 Development Standards: Building Design 17 Comprehensive Plan 18 CONCLUSION a w 19 The Development Review Board concludes that DR 19-86-09 can " r. S f ' be made to comply with all applicable criteria by the application • 20 of certain conditions. y ' 21 FINDINGS AND REASONS 22 The Development Review Board incorporates the September 30 , 1986 report on DR 19-86-09 as support for its decisions 23 ORDER IT IS ORDERED BY THE DEVELOPMENT REVIEW BOARD of the City of • 24 ` 4. Lake Oswego that: • a• 25 ' 26 r EXHIBIT t ''. 0 . '- - • 11, V on. is PAGE, ,.� 1 DR 19-86-09-416 RG/mas N..r 1 1. DR 19-86-09 is APPROVED subject to compliance with the 0 '.':',.."..."-: 3 conditions of approval set forth in Subsection 2 of • this Order. h 4 `. 2. The conditions for DR 19-86-09 are `, 5 as follows. 1. That the screening of mechanical: equipment be demonstrated to the satisfaction of staff. 7 2. That a development schedule be submitted to the satisfaction of staff. 8 3 . That a color and materials board or descriptions be . . 9 provided to the satisfaction of staff. 10 DATED this 15th day of December , 1986 . 11 • 12 i hard Es ick, Chairman ` ' 13 Development Review Board "J { 14 15 2 � - 0 ' ,. Secretary " ' 16 ATTEST: Oral Decision October 6 , 1986 , 1 „ 17 AYES: Eslick, Finch, Wright, Zinsli , Martindale, Blackmor.e tl�' NOES: None • `-'°- 18 ABSTAIN: None ABSENT: None ' ' 19 20 ATTEST: Written Findings - December 1, 1986 {' 1.• AYES: 21 NOES: ABSTAIN: 22 ABSENT: 2 3 ‘ 1,:, 24 25 ,, 26 .,1 • 1 PAGE tl' 2 OR 19-86-09-416 RG/mas • 'a, 4 1 , CITY OF LAKE OSWEGO PLANNING DEPARTMENT STAFF REPORT APPLICANT G. T. Hoffman, DVM FILE NO. DR 19-86-09 OWNER Same DATE September 30, 1986 LOCATION 17131 S . W. Boones Ferry Rd. 90TH DAY Dec. 1, 1986 5 LEGAL DESCRIPTION Tax Lot, 3801 of Tax Map 2 1E 18BA NEIGHBORHOOD None REQUEST X4, • A request for approval of the exterior remodel of an existing veterinary office. r, 't CRITERIA AND STANDARDS LOC 48 . 340 - 48 .375 Industrial Zones c,., LOC 48 .730 Nonconforming Use Provisions LOC 49 . 300 - 49 .335 Major Development Procedures '. Development Standards: EXHIBIT 1.., . •,, . 0 . Building Design Ill" ( 1 J Comprehensive Plan DID 1' .-' 2 APPLICATION COMPLETENESS (Compliance with LOC 49 . 315 )/BOARD ACTION The applicant has submitted a complete application. The decision of the Board shall be based on the criteria listed in ' ' , , the "Criteria and Standards" section of this report and the decision on the development application shall be a final decision unless an appeal is made to City Council. Minor modifications to the Board ' s . Y 4. approval can be processed by the staff (LOC 49 .125 ) . It should be noted that the Board has already recommended to City Council that projects of this size be reviewed by staff only. The staff will pursue a code change to insure this change in procedure. EXISTING CONDITIONS The existing veterinary clinic is located Within the Industrial Park zone. It is listed as ' space office which meets the industrial park guidelines of the Comprehensive Plan and is a . ` ;. conditional use; however, since it existed prior pri to December 16, Y+ 1982 , it is not a nonconforming use even though no conditional use permit presently exists (LOC 48 . 730 ) , _ The property, located at 17131 S. W. Boones Perry Road, abutts the • Les Schwab Tire Center to the south, a small office building to the 4 north, and railroad tracks to the west. r r + i } STAFF ` $0"�41 REPORT/DR 19-86-09' September 30, • `.:, 1 Page 2 1986 0 ' '''' ''' ''' ' The applicant has landscaping which was recently completed ' • parking lot improvements and 16-86 ) . approved administrativelyby The site plan (Exhibit 5 that the8 staff (Dng RA are available on the lot to serve)thelbuildies 18 '' plan (Exhibit 6 ) and the site building. Both therlandscapeeC plan illustrate The a plantingse Ppearance of the existing structure is described in elevations of the existing structure (Exhibit structure has cedar the . . :::: plywood siding with vertical �battensxcoveri original metal building. A stone wall adds a vertical ring the front of the structure facing Boones Ferry Road . element to the DESCRIPTION AND ANALYSIS The applicant tilee pp want proposes to revise the roof line and to will screen mechanical roof aportions.mentIt appears that the new troof eline f not illustrated in lans� P ; however, mechanical equipment is notumll wila mddinyplan extHoii ontal bevel cedar sidin clerestory windows will let more light into t '� g and concrete Proportions of the structure and It finds that the proposed changes will significantly building. appearance of the building. antly improve the staff board or adequate descriptions rare dsubmitted ed that a color ova materialsda , ' mechanical equipment is screened, the ` Building Design Standard. project residential complye with the The low-key,building allows the buildingto scale of the landscaped "stand ont its own" on P lot: therefore, it is complementary to adjacent its well0of good design. _• ` ( cent buildings The applicant , should be required to ht constan hn monitoered, a development schedule s�� •` progress can be monitored, if necessary , • RECOMMENDATION Approval with the following conditions: \ 1. That the screening of mechanical equipme demonstrated to the satisfaction of staff. be • 2 . That a dev �. satisfactionoofestaffhedule be submitted to the z 3 . That a color and materials board or descriptions YI be provided to the satisfaction of staff• h 1 n , EXH-- HIBITS 1, max Map 2. Vicinity Map ' 3 Existing Elevations 4 . Proposed Elevations & Floor Plan 5 . Site Plan G . Landscape Plan 7 . Applicant ' s Project Summary P/12G/ma r ♦ ' ' +•nT'4 9 �F • A', STAFF REPORT k kV. b ti CIT LAKE OSWEGO 4. . . .. „ .. . . . . PLANNING DIVISION °'4. APPLICANT: FILE NO,: OTAK, Inc. DR 14-92. PROPERTY OWNER: STAEE: Earle C. May Barbara Smolak LEGAL DESCRIPTION: DATE OF REPORT: 'Tax Lot 100 of July 24, 1992 Tax Map 2 1E 8CB DATE OF HEARING: LOCATION: August 3, 1992 ' 15952 SW Quarry Road NEIGHBORHOOD ASSOCIATION: COMP. PLAN DESIGNATION: . R—O\GC Waluga ZONING DESIGNATION: • GC 4 ry. I. ALELICALT3 REQUEST The applicant is requesting approval to remodel an existing structure and to add 312 sq, ft. of storage area. \ II, APPLICABLE REGUT..'1TIONS • A, 1,,,'+y of Lake Oswego Comprehensive Plan: Impact Management Policies General Policy II, Specific Policy 3 Energy Conservation Policies :„ Social Resources Policies ' Economic Resource Policies r' DR 14-92 Or • Page 1 of 10 •,, 5 0 ' ` •j, h • Commercial Land Use Policies General Policy IV,V Trans ortation Policies B. City of Lake Oswego Zoning Ordinance: µ LOC 48.300-48.310 GC Zone Description (setbacks, lot area, lot. ^� coverage) •' LOC 48.530 Vision Clearance LOC 48.535(4) Special Street Setbacks C. city of Lake Oswego Development Cam: y4 LOC 49.090 Applicability of Development Standards IOC 49.145 Major De.,c,:pment `` • , LOC 49.300 Major Dq v 'c,pment Procedures LOC 49.615 Criteria fu f tp;provul D. City of Lake Oswego Development Standards: r°> 2.005 -2.040 Building Design 5.005 -5.040 Street Lights 6.005 -6.040 Transit 7.005 7.040 Parking &Loading Standard ti' t 8.005 -8.040 Park&Open Space ' 9.005-9.040 Landscaping, Screening and Buffering ' 10.005- 10.040 Fences 0 ' '' *** .r yY 11,005 - 11.040 Drainage Standard for Major Development 14.005 - 14.040 Utility Standard 18.005 - 18.040 Access Standard ` k .' 19.005 - 19.040 Site Circulation-Private Streets/Driveways 20.005 -20.040 Site Circulation-Bikeways & Walkways E. City of Lake Qswego Sign Ordinance: LOC 47.105(1) Single Use In One Building On Site F. City of Lake Oswego Tree Cutting Ordinance: x• ,; LOC 55.010-55,130 G. City of Lake Oswego Prior Approvals: .r The Planning Commission approved a zone change from R-0 to GC on June 8, 1992 [ZC 2-92], III, FINDINGS j. A ring Conditions; 1, There is an existing one-story, wood frame building on the site previously used as . residence, DR 14-92 ,� w` Page 2 of 10 4 2. Public sewer, power and water currently serve the site. There is a 16" waterline in Quarry Road. >. • 3. The site was previously served by a dry well and a new dry well will be constructed a to serve the site. The underlying soil is Salem Silt Loam, gravelly and well drained, Dry wells serve all surrounding sites including Quarry Road which is served through ' a City constructed dry well/drainage project completed six months ago. h 4. There is an existing hydrant at the corner of Quarry and Oakridge Roads. 5. The surrounding uses are: North: Condominium drive and parking; R--0 zone East: Condominiums; R-0 zone Southeast • Commercial; GC zone South: Single—family residence; GC zone Southwest: Single—family residence converted to office use; GC zone West: Apartments; R-0 zone North: Single—family residences converted to office/service/medical uses and R-0/GC zones; NC and GC zones ' 4 ' • The buildings adjacent to the site and across the street are of similar character. These structures are composed of wood siding and composition roofs, as is the existing structure in this application. In addition, the medical/office buildings across , • Quarry Road utilize awnings on the front of the building in a manner similar to what „ . the applicant is proposing. • 6. The site is relatively flat, less than 4% over the entire site, with no drainage courses 1 or water draining onto adjacent property. ,,u 7. There is an existing stand of 5 large fir trees at the southwest corner of the site. There are various small conifers, deciduous trees and hedge shrubs existing around the perimeter of the site. '« 8. The property fronts on Quarry Road which has a 20' pavement width and gravel a shoulders. Ten feet of width across the frontage of this property will be dedicated to the City for future road improvements. 9, The Planning Commission approved a zone change from R-0 to GC on June 8, 1992 (ZC 2-92), ,• B, Proposal; • 5I V. The applicant is requesting approval to remodel the existing structure to serve as a �, , ry4p veterinary clinic, An attached storage area of 12' x 26' is proposed for construction, . ''. ,y C. Compliance with Criteria for Approval: }, As per LOC 49.615, staff must consider the following criteria when evaluating major • development. '�� ,,,' 1 The burden of proof in all cases is upon the applicant seeking approval. L' 0 o DR 14-92 Page 3 of 10 ,R •Y t a.. , k y _ � s4.� • 54 •Y h The applicant has borne the burden of proof through submittal of documents marked as S r exhibits, accompanying this report. 2. For any development application to be approN . it shall first be established 0 ' •:,' . ' - that the proposal conforms to: a. The City's Comprehensive Plan _ Applicable policy groups are: Impact Management Policj These policies require protection of natural resources from development,comprehensive 1 review of development proposals, and payment of an equitable share of the costs of public facilities. These policies are implemented through several Development Standards, addressed further below. The policies require assurance that distinctive are is will be preserved, soil will be protected from erosion, trees will be protected from removal, streams will be preserved and that density will be limited to achieve these results. Compliance with the applicable Development Standards reviewed below will assure conformance to these Plan policies. Conditions of approval will be imposed when necessary to assure compliance. Energy Conservation Policies = The City will permit a mix of residential and commercial or industrial uses in areas where residentially developed neighborhoods will not be significantly impacted. The Comprehensive Plan designation of R-0/GC was adopted in conormance with thee . ' • • :,-• r policy to permit a mix of residential and commercial uses. This use provides the potential for office use close to residential areas which can reduce traffic and auto ' dependency. Social Resources Policies These policies support preservation of neighborhood identity, revitalization of existing business districts, and preservation of natural and aesthetic qualities. This proposal is in f ,:. conformance with those policies in its preservation of the existing residential scale building, preservation of the large existing Douglas—fin on the site, and by providing a \ place for low impact office use in a commercial zone, \t T` Economic Resource Policies The City will preserve and expand commercial and industrial development in a manner h' compatible with community character, This land use continues the character of surrounding properties and land uses where ' previous residential structures have been converted to office, commercial service or medical uses. By preservingthe smaller scale structures, theya provide a transition to the more intensely developed core commercial areas and adjacent residential neighborhoods. This use also is the most economic use of existing structures given the underlying Comprehensive Plan designation, 6• DR 14-92 ' Page 4 of 1 0 r . . Commercial Lac Use Policies , . General Policy IV: ‘....,".,1',•.„.: ''',..-',,.., 0 Encourage private investment in planned commercial centers. n, ... The City will provide incentives which encourage developers to renovate and expand existing building compatible with community policies. The owner is planning to renovate an existing structure and is not requesting any . , variances to City standards. General Policy`•i: Assure minimum commercial intrusion on residential areas. The City will: • Locate commercial activity on collector and arterial streets only and consider :a4 traffic impacts prior to siting new commercial activities. This site is located on a collector street. • Design and construct commercial development to minimize the impacts on residential areas from traffic, lights, visual appearance of parking and loading areas, building bulk and height, noise and drainage. Such means as landscaping, berms, fencing, trees,open space,cul-de-sacs, building , w orientation,lower intensity of commercial uses (e.g.,offices) should be utilized. The applicant is providing screening and buffering of all parking areas; cutoff luminaries; and on-site drainage. The existing building maintains the lower scale residential character. The applicant has submitted a traffic report (Exhibits 6 and 7) describing the impact on the resid-ntial neighborhood, This is further discussed below under Transportation Policies. • Where feasible, pedestrian and bikeway paths should connect commercial development with adjacent residential areas. The existing walkway at the shoulder of the road is maintained with 10-foot wide -• 1• frontage dedicated to the City for future improvements. Transportation Policies These policies require a balanced transportation system which will provide safe and convenient access. These policies also require dedication of right-of-way necessary to implement the Transportation Plan. This is implemented through LOC 48,535(4) Special " Street Setbacks, which will be reviewed below, Compliance will be achieved through a ; condition of approval of this action. A traffic deport on this site (Exhibit 6) was originally done by Tom Lancaster, Transportation Engineer, when the site was proposed for a day care center. The report was based on manual counts of turning movements at the intersections of Boones Ferry „.. and Quarry; Boones Ferry and Oakridge; and Ouarry and Oakridge from 7;00-9:00 a.m. and 4;00-6;00 p.m. during the months of July and August 1990. Trip generation figure II 0 DR 14-92 64 Page 5 of I() ,:' i r . •••i ,• t '': i ( 4:0 were from the ITE Manual. The report states that all three intersections service Level B, or better, during both the morningand evening were operating at with the addition of traffic from the site developed s a day car cep e, the tthreed that n,; , •,'intersections would continue to operate at exactlythe same • because the site generated traffic would be very small compared level of service. This was volume+ These counts and this report was used by the Lak se°existing traffic • r Board in their meeting on September 19, 1991 to eliminate the left turn Oswego Traffic Control Board Fe r ' '' • f Ferry onto Quarry. That action was carried out in June 1992 and will sent from • ' further reduce traffic in front of this property P P rcy below the traffic counts used in the xreport, t`' • Kittelson &Associate's traffic engineers were retained to anal • . , with potential uses of the building for office/medical/service. Theire the previous reportM 25, 1992 documents that the uses proposed would generate significantly the day care center which was shown ce• report from March g icantl less (Exhibit 7), to have no impact on intersection service traffic than R ;.• There are no ITE � a trip generation figures for a specialty veterinary practice as is proposed, The applicant, however, addressed that question at the neighborhood meeting, ? �` hours for patients are normally 10:00 a.m. to 5:00 m. P P see, d. Office to noon on Saturday. Because of the specialized nature of thepractice, P• Monday to Friday and 9:U0 a.m. ,a,.t on the avenge of 2 patients per hour, 10-12 each day. There are the office. Most pharmaceuticals and supplies are picked the applicant sees two other employees in are occasional deliveries by UPS. up by office personnel, There i •� 'i These policies require that streets be improved as planned when demand also require dedication of additional right--of--way as necessary > r ,i As Exhibit 3 illustrates, the applicant will be dedicating requires, They uY �,n additional de for widening, along Quarry Road to accommodate the necessary 10' of r�dilitlonal right-of—way { ary street improve rr N b• The applicable statutory and Cod e requiremenP ments on this road. ts and regulations. Cif---vke OSWP.v(1 7 range LOC 4S.300_48,310 Commercial Districts Descriptions ` Exhibit 2 (page 4) adequately addresses the applicable re ui rem Commercial Zone, including use, setbacks,lot coverage and he eht the General ti demonstrates compliance with the zone requirements. height, T The following It Required yard adjacent a residential zone from a structure ' 25' from a parking lot , from a vehicular access way 10' 5' Proposed setback from rear property line ` to building (including new addition) ' to parking 26 <' �.• to drive on north side 10'5 Lot coverage Maximum ' 50% • •i Proposed 20% DR 14--92 Page 6 of 10g.I - . •y t r 1. P w p , r i 1 . t ' J { . Height Maximum 45' Existing 14' The use also conforms to the deed restrictions placed on the property (Exhibit 10). LOC 48.535(4) Special Street Setbacks ., K This requires a special street setback of 30 ft. on Quarry Road, A 10 ft. dedication along _ ; • "1 Quarry Road will be required as a condition, if approved. Exhibit 3 illustrates this 10 ft, r / • ,t dedication. , LOC 48.530 Vision Clearance `•` 4 '� In order to comply with this requirement, the existing hedge at the driveway entrance is to be;removed or cut down to a maximum of 30' in height. • '" Ct of -+k OS I e wego D1Qpment Ordinance LOC 49.300-49.335 Major Development Procedures This development review application is appropriately being processed a a major development. The applicant has submitted all the information required which can be ti'r reviewed in the exhibit section of this report. City of Lake Oswego Sign Ordinance ~ The applicant is proposing an awning sign 8" x 14' long(9,24 sq, ft.) and a 2' x 3' free .- . , 0 standing sign (6 sq.ft.). To assure compliance with the provisions of this ordinance, the applicant will be required to apply for a sign permit with graphics and colo r specifications for staff approval. City of Lake Oswego Tree Cutting Ordinance The applicant is proposing to remove 8 of 18 trees which are 6" or larger in diameter in s.-, order to accommodate parkingand paving. A ' p g group of 5 large Douglas firs at the southwest corner of the site will be preserved. A tree cutting permit will be required prior to the removal of any trees 5" or greater in diameter. A tree survey shall be .; submitted indicating the size, type and location of those trees to be removed prior to any tree removal, c. The applicable Development Standards °. The site does not contain any historic resources, stream corridors, wetlands, weak foundation soils or floodplain; therefore these standards are not applicable, " gilding Design (Zr005 •-2,0401 a The applicant has provided a narrative (Exhibit 2) and graphic materials (Exhibit 4), including a color board, adequately addressing the requirements of the Building Design . 0 Standard, This proposal utilizes an existing residential structure and upgrades it with ' + new materials. Preservation of the structure retains the residential scale in transitioning from the commercial district to the residential neighborhood. Parking is divided between L ..' ...:,.. ill the front and rear yards so as to maintain the residential character of the adjacent neighborhood. DR 14-92 Page 7 of 10 ' ,'• ., i y ! ' ( 'r �. arc. ,'. °♦' :Y , ' F '.� V , � '.+ t ' ♦ • r: J yt Site lighting consists of one pole light on a 12' wood pole in the back parking lot positioned with the cutoff side of the shoe—box style luminaire positioned next to the 0 -''' - condominiums. All other exterior lighting will be wall mounted on the building, The type and photometric data shall be submitted for review and approval of the City Engineer. Street Lights (5,005—5.040) This standard is applicable to all development which includes public and private streets, r public pathways and accessways, or parking lots. A light is located on the power pole across the street from the site. The applicant is proposing site lighting of one pole light on a 12 ft. wood pole in the rear parking lot with the cutoff side of the shoe box style luminaire positioned next to the condominiums. All other exterior lighting will be wall mounted on the building. The applicant has demonstrated that the Street Lights standard has been met. , t Transit(6.005—6,040) The site is served by Tri—Met bus route#37 which runs on Boones Ferry Road, A covered Tri—Met bus shelter is located on Boones Ferry Road, The distance to the transit stop and the limited need for transit access for the proposed use eliminates the need for a walkway to access the facility. A bikeway/walkway exists on the opposite side of u 4" Roa d. arry f Parking and Loapg (7 005 — u 7 0401 Y LODS 7.020(8)(e)(ii)requires one space per 300 sq. ft. At 2,400 sq, ft, eight spaces required. However, LODS 7.020(9)(b)(ii) and 7.020(9)(e)(it) allows for reduction of. are ,'''''. parking spaces if certain transit facilities and pedestrian access are available to the site. By using this formula the actual number of parking spaces required for this use is seven ` • (Exhibit 2,page 3). The applicant is proposing three compact spaces, three standard 1. spaces and one handicapped parking space consisting of a 9' parking area and an 8' loading area. The applicant has demonstrated compliance with the Parking and Loading Standard. Park and Open Space f8.00. c ', Since the site contains no distinctive natural area (DNA), "' acquisition land areas, the 15% landscape requireent protection 020(1) spaceill also satisfy the open space requirement LODS 8.020, ' Landscaping. Screening and Buffering (9,005—9,040) Fences (10.005— 10,040) • LODS 9.005—9,040 requires 15% landscaping. The applicant is proposing that 30% of • the site be landscaped; thereby meeting this standard. The existing st,id of 5 fir trees at the southwest corner of the site will be retained, hedge exists on both and along the rear property line. It will be retained, pruned and filled in where sits notide es } continuous, A six ft. high wood fence and gate will be constructed on the south side of the building to secure the back area, • ‘? DR 14-92 Page 8 of 10 r A 1 •• .4 } • • ' , , •i Drainagetand rd for Major Dev opment C11005— 11.040) The site will be served by a newly constructed drywell with a concrete sump at the -,',. ..: ''''' ' .. 0 bottom. The size will be determined by a percolation test to percolate a 10—year storm runoff. Water quality treatment will be handled by the installation of lynch catch basin. The water quality facilities shall meet DEQ phosphorus removal requirements. The final design of the drywell/drainage system shall be approved by the City Engineer prior to building permit approval. = Ut lity Standard (14.005— 14 0401 Public sewer,power and water currentlyserve the site. The applicant shall be required to , change over to underground power service as a condition of this action, if approved. The property fronts on Quarry Road, which has a 20 ft. pavement width and gravel shoulders, A special street setback of 30 ft. is required on Quarry Road. The applicant t shall dedicate 10 ft. along Quarry Road as illustrated in Exhibit 3. The applicant shall sign a nonremonstrance agreement for the future street improvements in Quarry Road. 4 ` Access Standard (18,005— 18,040) As Exhibit 3 illustrates, the site will be served by a single access point on Quarry Road, The site also abuts a street fo: a width of at least 25 feet, thereby meeting the Access Standard requirements. • Site Circulation—Private Streets/Driveways (19.005— 19.040) Y-- ' The applicant's site plan (Exhibit 3) and narrative (Exhibit } standard. (Exhibit 2) adequately address this Site Circulation Bikeway5/Prthways (20,005—20,0401 Internal pedestrian walkways are being proposed to connect the parking areas to the ' building. A handicap ramp is designed to access the building from the parking lot, Exhibit 3 illustrates the walkway design. d. Any applicable future streets plan or ODPS There are no such plans which affect this site. C. Conclusion: 1. • Based upon the materials submitted by the applicant and staff findings presented in this report, staff concludes that DR 14-92 can be made to comply with all applicable criteria, .y ,' III. RECOMMENDATION Staff recommends approval of DR 14-92, subject to the following conditions: '',1 1. The applicant shall dedicate 10 ft, alongQuarry Road to the City for future right—of—way purposes. 2. The applicant shall sign a nonremonstrance agreement for future street improvements in , •, 0 Quarry Road, t DR 14-92 Page 9 of 10 1 .., y.. ,'' ' • -.. • t 1 Y,' S .4 )' 4 dory ✓ R . ', t 1, '1 a• o , 3, The applicant shall obtain a tree cutting permit prior to the removal of any trees that are 5 inches or greater in diameter. A tree survey showing the location, type and diameter of ' all trees 5 inches or greater shall be provided prior to the issuance of a tree cutting pe 4• The applicant shall submit a final erosion control plan in accordance with "Erosion Control Plans Technical Guidance Handbook" for review and approval of the City Engineer. 5. The applicant shall submit a final drainage plan for review and approval of the City Engineer,per City standards. This shall include water quality facilities to meet DEQ phosphorous removal requirements. 6. The applicant shall provide easements for all public drainage systems to the satisfaction ": of the City Engineer. ` 7. The applicant shall illustrate the vision clearance area for the driveway access on the final plans,per LOC 48.530. 8. The applicant shall obtain a sig, hermit prior to the installation of the awning sign and free standing sign• th t 9. The applicant shall design and install underground utilities approved by the City Engineers, per City standards. ; ry EXHIBITS 1. Tax Map t ;'•: 2. Applicant's Narrative ,, 3. Site Plan 4. Elevation Drawings 5. Color Board(Not Reproducible) 6. Traffic Report,dated August 1990 7. Supplemental Traffic Report,dated March 25, 1992 8. Supplemental to Narrative—Traffic . .' 9. Drainage Report " 10, Deed Restrictions 9R2(D 71dteEwA>>DRId-92 i.' ' 9 ,e �. „0 n , • y J1 .' 0 Y 't ° DR 14-92 w' • Page 10 of 10 •II.; . r- C NW 1/4 S 4' C LAC } Q 0 ' S E COR. b' `r` ,. . CHARLES BROWN 'ti 0 L C N0, 64 s ICBI•B�' /�-6• _ .1 .' vc L/rlar a love rJr•NrAJ).NCYe4S•1..+ ,3600 500 �400 r 0 15820 4309 n 4255 a/ ',Po• / , 700 ' 15850 r.. /J6• , 800 ''\\ / 344.' �j, 4 5' , • o' olsaao A fK P \Y J Y Y t 1 %////III /Jo• It1 7 4° r .,., I,G�.C�, O A K .r.r6. ;R I.3 D G E.—''7�17{{ .1— ,: W • : iil) Po•o. '� I' • 1700 'IS00 9 u e ,. ( , 900 4284 4270 Q b c;t• i, r 15924 u • t r ';a n SEE MAP ] .�'j'e a .e I �..il r' , r� J • ,, . 0 . cti `L SUPP 4 N LEM ENTAL • • .1595 ----) 0 LM �� 4 p 14.�• Q / "' I >- { ' u , S , 2 IE 8C8 , ,J6• 1 11800 I; ' u y 11 16035 • 1 ,., bTF �.: ,.o /.to• 1 Y 16045' I • • 4 i 12 /Jo• /to • � ; ; II00 1400Nt I 2 �; 15945 16055 • ,i . h v v Cr'CLr' 4 s.• CS Z p 1200 ;+ u /,S1' k •' 16099 •21 ` ., re I:.M I� 9 / , `� rJ` 'V I.s'0 J ••.•4•/ • N\• r t� •:- E X fil +' a b I V �' j a r 0 ;� M 1, .f✓ (y7 3. • • : �y . �o ,• . 1 • •j, • ~. . ..Y ` ' '• 1 F Y 1 1 s �'ia Y $ t- r I 1 • •L ♦ r ' t � + 11! • I 1• 11 1 t ♦ +Y4' I r, k 1 R r a 1 Application For Development Review Avian Medical Center 15952 S.W. Quarry Road • • Lake Oswego, Oregon .r 1. . . f .F "' EXHIBIT R• .92 • • ^b• • F Of r , if• • • n,r `, .5 q N QUARRY ROAD 8 P r ,a N. �---EDGE PAVO V T i s L° EDGE pAVEl+ENt 1u u hi b 99.42 4 tlA .., fr:.41-',.% -, • . . % ' .4v4,*7f, t 1 u N N' 0 0 r r. /i i .� „ U I e 1 17 rn aa,40 N IP h V V 1 , f�1 , r I./ 0t y ..A 8 S O g2 w 25.00 °wn j .. • .' N u SY ,r 8 j a �l u u 1. AU V N I a Ibl , ..1 0 b n a t t. ..'I IE.50 u i u• tt No $°; ' bi�l �...; O N I I I' O N � 9.0 .. toe /cc rn ' 5.0'W000 FENCE �V J .0'W000 FENCE _ 1i1i1 1r�— 4 M 1 eu I 95.92 I ba it '�+ot.N g y ..4, ;4 0 e 4. t b s 111 YJ et 6 a rill s m= S ff a v u * • • i y r + r•h {,' Application for Development Review: Avian Medical Center Tax Lot 1000 Tax Map 21E8CB r r Property located at: 15952 SW Quarry Road (east side of Quarry Road between Boones Ferry and Oak Ridge Road) Existing Zoning: GC ,; Comprehensive Plan Designation GC/R-0 r Existing Use: Vacant residence, 2400 sf gross, 2280 sf net Proposed Use: Specialty Veterinary SEX-vice . " Site Area: 13,000 sf gross less 10' dedication lel 12,000 of net site area Neighborhood: Waluga; neighborhood meeting held May 12, 1991 t Existing Conditions 11 There is an existing one-story, wood frame building on the site previously used as a residence. r 2, Public sewer, power and water currently serve the site. 3f The site was previously served by a dry well and a new dry well will be constructed to serve the site, The underlying soil is Salem Silt Loam, gravelly and well drained. Dry wells serve all , , surrounding sites including Quarry Road which is served through a City constructed dry • ` + " ' well/drainage project completed six months ago. 4, The surrounding uses are; ; . `: Worth: Condominium drive and parking R-0 zone; East: Condominiums; R-0 Zone '" Southeast: Commercial; GC zone , South: Single-family residence G.C. Zone Southwest; Single-family residence converted to office use; GC zone •' West: Apartments; R-0 zone `'• North; Single-family residences converted to office/service/medical uses and R- 0/GC zones; N/C,G.C. 5, The site is relatively flat, less than 4% over the entire site, with no drainage courses or water ' draining onto adjacent property. 6, There is an existing stand of 5 large fir trees at the southwest corner of the site. There are various small conifers, deciduous trees and hedge shrubs existing around the perimeter of the ,, ;' J J., site. 71 The property fronts on Quarry Road which has a 20' pavement width and gravel shoulders, 10' of width across the frontage of this property will be dedicated to the City for future road improvements, Iy ` 3 7 83\RLMA 2,App 1 UliN2.ls , .r. ' r� , . . "':..', i '.fit • 4 1 [` .? , Proposal The use of the property is restricted by a deed and conditions. The deed was put on the land during the zone change process for the purpose of limiting the use of the site to offices or services which have minimal impact on the neighborhood, The Avian Veterinary use falls within the acceptable uses • ' and conditions; 1 a �.Y a. No business activities are permitted outside the building, b. No detectable odors are to be released outside the building; `, c• No noise is to be generated above the level of a heat pump. The existing structure will be remodeled to serve the veterinary use. An outside attached storage area of 12'x26' is proposed to be constructed. It will have roof and siding to match the existing �. r structure and aroll-up door and person door, The exterior building remodeling consists of removin g . + the brick portions of the facade and replacing with wood siding, addition of t1 ntcwo front door and fabric awning over both front doors and the large window. The awning will have 6" high letters: AVIAN MEDICAL CENTER. The siding will be painted a grey tone with green trim and the existing composition roof cleaned, ;., The existing sidewalks will be removed and replaced with new concrete walks. A new 26' wide driveway apron will be constructed leading to a 20' wide driveway access to the parkingbehindthe building. Three compact spaces are located in front of the building and three full size spaces plus a handicap parking space,are located behind the building, A gate will close off access to the back parking when the office is closed. Site lighting consists of one pole light on a 12' wood pole in the back parking lot positioned the ' cut-off side of the shoe-box style luminaire positioned next to the condominiums, All other exterior th lighting will be wall mounted on the building, 0 '-;e ;• ' i .,C.... yr. Eighteen trees, 6" caliper or larger, are growing on the site. Eight will be removed to accommodate paving and parking, The group of five large Douglas Fir at the southwest cornor of the site will ° undisturbed, Many smaller trees exist on the site. They will be thinned, pruned and preserved where poasiblo, A holly hedge exists on both side yards and back lot line. It will be retained, pruned, and , filled in where it is not continuous. A 6' high wood fence and gate will be constructed on the south 4 side of the building to secure the back yard, • N is Development Schedule Development Review Hearing Submit for Permits August 3 Begin Construction August 10 Occupancy August 17 Late October ti ;,F ° ;' CONF013iVIAr7CE WITH DEVELOPMENT STANDARDS 4.020 Building Design " • F "1 Buildings shall be designed and located to complement and preserve existingbuildings,• x and paths.,," gs, streets This proposal utilizes an existing residential structure and upgrades it with new materials and treatments. Preservation of the structure retains the residential scale in transition from the adjacent commercial district to the residential neighborhood. It maintains the existing residential setbacks and y divides the parking between the front and rear yards so that there Is not one large parking lot, 0 t 1 t O7881E12Lh1Ay1.App 2 . ; 0092.19 . 4r. t i t' " F "3• Building shall be designed to minimize the personal security risks of users and to minimize the opportunities for vandalism and theft," The back yard area is gated off during hours the office is not open. The backyard area is illuminated by a pole light for security. • j 7.005 Parking and Loading Seven spaces are required, three are compact. One handicapped parking space is provided with a 9' -'' '` parking area and 8' loading area on the passenger side• The curb will taper so that there is no curb from the loading area to the sidewalk. A 1:12 ramp is provided to the back door, a ' Three 8'-6" wide standard parking spaces are provided with a depth of 18'-6" and back-up space of 28' `' ••' Three 8'•0" wide compact spaces are provided, 16'-0" in depth with a 20'-0" back-up area, Parking Required: 4 • `,• Veterinary Facility 1 space/300 sf = 8 spaces for 2,400 sf x ,95 transit reduction (transit shelter within 500 feet) x ,90 pedestrian access multiplier = (100 units within 100') " 8 spa:es / ,95 x ,90 = 6.84 spaces 9,005 Landscaping, Screening, and Buffering • • 9,0201 "Commercial and industrial development ,.,, shall provide 1570— in landscaping,,," A ,<r, 30% of the site is in landscaping. "Screening and buffering shall be required to: a• Mitigate noise, lighting, or other impacts from adjacent transportation routes or dissimilar uses; b. Screen public or private utility and storage areas; and parking Jots; +� c, As a separation between dissimilar uses." A low screen hedge and tree is planted between the front parking and the street, The holly hedge is ' cut back in the vision clearance area and groundcover planted by the street, The side and back yards are thick with overgrown, compel' tg existing vegetat,ion including a dense holly hedge on three sides and a mix of smaller deciduous trees and a few conifers. The deciduous trees on the north side will be removed to accommodate the driveway, Two plum trees an the neighboring g g property will be , + , undisturbed along this line, The holly hedge will be maintained and pruned on all three sides and filled in at the few spots it is sparse. The smaller trees in the backyard will be thinned and pruned. 4 They create a good buffer between this site and the adjacent condominiums, ,r The existing large stand of fir trees will remain undisturbed, No grading occurs within their drip • line. They will be cleaned of ivy and weeds, ,✓ » , y, . • • " All landscape areas will be covered by an automatic irrigation system, j • 12,005 Drainage Standard for Minor Developments ' F a18;111:t21 1Y•2,AP P 0092.19 3 1 1 A i , A 8 h 1 'r All drainage from this site goes to an on-site drywell which will be sized in final engineering drawings /: :` submitted to the City following a soils test. The soils in the area are well drained site was previously served by runoff splash blocks, MI surrounding properties are served edl b loam,d lls. ft . Y Iywells. ' r T.::: 18.005 Access The driveway width is 26' as prescribed by Lake Oswego standards and the driveway to the rear of the building which serves 4 parking spaces is 20' wide as required, 19,005 Site Circulation Standards Driveway s and Private Streets The pavement is 2" of asphalt over 6" of rock, An does not abut a sidewalk. The driveway apron is 3 of asdphalt oed ver 8" ofwill be rock where the pavemeha future road improvements are constructed along and is graded sove that if will match, Quarzy which include P. 6" sidewalk, the driveway , 47.105 Commercial and Industrial Signs • 1. Maximum sign area for sign band permitted 2' high x 80% of street frontage g (100') ^ 200 sf r / Proposed: 8"x 14' long on awning � 9124 sf+ (1) ground Sign . 6 sf= 15,24 sf total sign area CONFORMANCE WITH ZONING CODE r 48:300 Commercial Districts - General Commercial The proposed use as a veterina facili land, �' tJ' is permitted by code and by the deed restrictions on the 48:310 Site Development Limitations Required yard adjacent a residential zone from a structure 25' from a parking lot 10' from a vehicular access way 5' 'k ' Proposed setback from rear property line to building (including new addition) 26' to parking 10' to drive on north side ' Lot covers g-e Maximum 50% Proposed 20% Height g Maxjnlum 45' Existing 14' `F« • • ;., 7631L1t1.h1AY•'l A111' 0692,19 4 i 0 y C• '. r I x i CONFORMANCE TO COMPREHENSIVE PLAN t Quiet Environment Policies This land use application considers the objective of a quiet environment by liming the uses to those as stated to those which are low impact by limiting noise levels peci�llypto thet level " r produced by a heat pump, and by eliminating any outside business activities, j•r e ' lP,t Energy Conservation Policies The City will permit a mix of residential and commercial or industrial uses in areas where " residentially developed neighborhoods will not be significantly impacted, ' The comprehensive plan designation gnation of R-0/GC shows that this is an area where this objective can be carried out. This use provides the potential for office use close to residential areas which can reduce 1 °` traffic and auto dependency, sl Social Resources Policies These policies support preservation of neighborhood identity, rev;Llizat.ion of existing business districts, and preservation of natural and aesthetic qualities. This proposal is in conformance with • those policies in its preservation of the existing residential scale building, °'J`° f existing Douglas-firs on the site, and by providing p�Gsetvati4n of the large a place .for low impact_ office use in a commercial zone, ,, Economic Resource Policies The City will preserve and expand commercial and industrial development in d.manner compatible with community character p 1� �; 0 This land use continues the character of surrounding properties and land uses where previous residential structures have been converted to office, commercial service or medical uses, preserving the smaller scale structures, theyBy commercial areas and adjacent residential neighborhoods,transition use also ito the s the most te c econdevelomic use core existing structures given the underlying comprehensive plan designation, economic of 1` Commercial Land Use Policies General Policy IV Encourage private investment in planned commercial centers, . ' The City will provide incentives which encourage developers to renovate and expand building compatible with community policies, existing ` T ' The owner is planning to renovate an existing structure and is not requesting any variances Cityances to • � X'1.; standards,• General Policy V Assure minimum commercial intrusion oh residential areas, 1 ' The City wills •`-`" . • ■ Locate cotnntercial acuity on collector and arterial streets only and consider traffic impacts , prior to siting new commercial activities, p This sites located on a collector street, r' r ":R 3783lERLMAY.7 lip 0692.19 i I 'M R • S { � [r}5i 1 • 11 t ��LJ � V ! f� t 1 .i ... . .. -. I. t 2 .., ` I �' > • Ht r k • o o t ✓ Design and construct commercial development to minimize the impacts on residential areas from traffic, lights, visual appearance of parking and loading areas, building bulk and height, noise ;. and drainage. Such means as landscaping, berms, fencing, trees, open space, cul-de-sacs, building orientation, lower intensity of commercial uses (e.g., offices)should be utilized. We are providing sL.'eening and buffering of all parking areas; cut-off luminaries; and on-site • '0 drainage. We have spi'ifir, noise limitations and use limitations to only allow lower intensity commercial uses. The existing building maintains the lower scale residential character. ', m Where feasible,pedestrian and bikeway paths should connect commercial development with adjacent residential areas. The existing walkway at the shoulder of the road is maintained with 10-foot wide frontage ;. dedicated to the City for future improvements. IV-B. Oakridge Mixed Use Sub Area • The Oakridge Area is a planned commercial and residential area served by Quarry, Oakridge, and; Boones Ferry. It is an expansion of the existing commercial district, and, as such, should be developed in a manner which assures; p - ■ Revitalization of the adjacent businesses on Boones Ferry by improving traffic circulation, parking access, and pedestrian circulation. ■ Proper vehicle access and street design. • Pedestrian paths and bikeways which connect Waluga Park, Lake Grove School, and the commercial district to the residential areas to the west. • Shared parking and street access where possible to relieve traffic congestion. r 9; r Protection of adjacent residential areas from the noise and bright lights of commercial activity. i Proper vehicle,pedestrian and bike access to the Post Office at Oakridge and Boones Ferry, ✓ Equitable sharing of the costs of necessary streets and public facilities. • Preservation of major trees in the area. II There is one driveway access of a width to meet City standards, ;` • Pedestrian paths are maintained and land dedicated for future improvements. " r Lighting levels are minimized with just one pole light for security in the back yard (it will be a cut-off luminaire), ▪ Noise levels are specifically limited, h •;, r The existing large fir trees on the site will be preserved. •4 37831tALMAY•2.APP 06910 4: t f 1 d , y i tl , 1 ` ' ,• � ' " Ri t ' r.4T' ',•,:, (••;-, I:: e .... ,. .• , 1,� CONFORMANCE TO STATEWIDE PLANNING GOALS LCDC Goals 'fit J ,,,+, Goal 1 - Citizen Involvement t The requirements ,for citizen involvement is met through the Planning Commission, City Council ,, 4`' �, i Development Review public hearings and the City of Lake Oswego Citizen Involvement process, A neighborhood meeting was held to discuss the submittal on May 12, 1992, t • ` Adoption by the City of the Comprehensive Plan, the Development Code and Zoning Ordinances �' satisfy the Land Use Planning Goal. This proposal is in conformance with the comprehensive designation on the property. elan Goal 3 -Agricultural Lands } • Not applicable Goal 4 Forest Lands Not applicable ' Goal 5 - Open space, Scenic and Historical Areas and Natural Resources The site is 12,000 sf, The large existing Douglas-fir trees on the site are being preserved. Goal 6 -Air, Water, and Land Resources Quality Storm water quality is maintained through pollution control devices and detention, Land resources quality is maintained by heavy re-landscaping. Goal 'Z -Areas Subject to Natural Disasters and Hazards No known natural disaster areas or hazard areas exist, - Goal 8 - Recreational Needs Public pathways will be maintained along the roadway and 10 feet of land dedicated from the site for future improvements,• Goal 9 - Economy of the State The development of this parcel shall have a positive impact on the local economy and the State t economy. Economic activity and investment in real property creates jobs and increase revenues, Goal 10 - Housing Not applicable, Goal 11 - Public Facilities and Services All public roads and utilities are constructed to the site. I. Goal 12 - Tra nsportation The site is within a block of public transit and provides small office use within walking or biking ' I , distance of a large residential population, Goal 13 - Energy Conservation The office use can potentially minimize vehicle rips due to its location close to a residential area, I" Goal 14 - Urbanization Property is within the City of Lake Oswego and the Urban Growth Boundary, . , 37831EltLMAy-2.pp 7 Y �i• .M F a•. , , • ' BACKYARD LIGHT: 70 watt Sodium , single arm ; ..,, -root Beam Horizontal patter with cutoff shield to pole , , '...7‘`. '''':::" • ., ,,. h 12' mount...... . ing height on wood pole . , , i, :" 1 {`:'.: •,,tot*:, area and roadway luminaires f,t�4/1J,'� p,,yF.lai'l S td w11•4 Mttb•t., ,.Z •N µ'1L'tis it.N 41,4 nf 1t,i• nd4 r i a1 . t •` ' 4 + ..i a i+t',�`$��r r'�t:•r�a t, {' y et {.. ^ ''•' r H r yr ! I. +t k. a;,C+,•ice' .1,µ•31,,11 yati .6' p.. _}, t, ti I, .•'*w f'6' • Wy k v;•&ir,'ri[ ! :t♦•1 �4. l ' , 1 Y 1 .•1 tpr•t(4ts W. '. •r _ t h tii••r•irtir. .•.. tll t ,• 'AY., nl r 5 1 1A.Ya.by t'p t W� • p , ' ' * �,4•� ',11;i'�,v-y,Mw- rr y �. t",'. • Infinal,•e Ills the stylish,practical choice for area,roa"way, ' ', i,�, ti ,t s..„ ,�•` b parking security walkway mall and other outdoor lighting i' {� .,ti ' '" �'•. A t t t .. t , t f �'t applications. „t +.f,:•ti / Housing: 4", ,j, Crisp,clean Infiiiaire II luminaires are fabricated of heavy ', , •` • • gauge aluminum.Two sizes of housings are available, ,, t w ' permitting the use of a wide range of wattages, The '•,4,' I ' extruded aluminum arm permits attachment to pole with ,,4•,, [ t out visible hardware. t t. Door: ; ' Clear tempered glass lens in hinged extruded aluminum •.•• , frame, gasketed to housing, Release of a quarter-turn ` , latch allows the lens door to swing down for access to 'r lamp and ballast, Removable without tools, '• ; ' ".'v t Y Lamps: Infinaire II can be specified with High Pressure Sodium, .1 Metal Halide or Mercury Vapor lamps. Recommended ,' wattages range from 70 W to 400 W. I Ballast: Ballast consists of a constant wattage autotransformer ' ' 6. • ", rigidly mounted on a heavy metal heat sink for maximum cooling and long ballast life, Optics: • Specular Aizak aluminum reflectors are precisely con- ; toured f�.yr high efficiency and minimum glare.Producing • ' IES Type Ill cutoff distribution. ,• t r Finish: , \•!` Standard finishes gyre dark bronze or black;other finishes .H , , 1 . are available on special order. All exposed surfaces t• ' �'• are zinc chromate primed and then coated with acrylic nH a r• i', urethane. ,t a " C . . Y t, 41 S'• 1 \ L f f•.a":' )i ADJUSTABLE PRECISECUT-OFF Option for InfinityilLurn... ,,, ....:, ,,,. .T i r�aire,.„,, ., ..... .s. . , The EMCO Infinity II Luminaire has great flexibility but , „. with the ADJUSTABLE CUT-OFF SHIELD this specific points behind and at the polei, butcut-off ow demonstrate f flexibility Is increased many fold. Especially at the job be set anywhere between points A and C desired, site where precision focusing of the light pattern can be ADJUSTABLE CUTOFF SHIELD INFINITY II • I • i I ( . s t ✓ =i (1.0 M,H.) ' • (.S M H) (0 M H,).: . "+ PERCENTAGE OF NORMAL Setting and adjusting the EMCO Infinity II House Side , , r . FOOTCANDLE LEVEL Shield is as simple as 1, 2,3. + ' • A B C D 1. Open housing door, NO SHIELD 'too 10o i oo 100 2. Remove backing from tape on rear of front mask and insert In front end of housing. �; SHIELD ADJUS1 ED TO 25 68 86 85 3. Slide House Side Shield under existing door mask CUTOFF AT.75 M.H. dt and adjust until cut-off desired is achieved, „.„ , I t', SHIELD ADJUSTED TO CUTOFF AT POLE 18 18 68 90 .• J L. -1 F IIIMIIMENIMINI Front I I Mask loat ` , S ;f EN - VIRCNNIEMAL Existing 'p LIGHTINGMCO ( Door Mask QUAD CITY INDUSTRIAL AIR PARK \ ____, House Side Shield pi 7300 FIFTIETH STREET • P.O.BOX 1640gip • MILAN,ILLINOIS 61264 `+�. . . . t309)799.3111 • + �' Pans Nd. AHSp 308 Prirttad ut U S A. K , /' • • t °+ E type I horizontal(ill-MN-BALL Reood 45258 Type tl Horizontal(2H)-MH-BALL Report k5245 Typo III Horizontal(3H)-MH-BALL Report 45244 m'N,tt 0 -\, I 0 } 0�� a �r 2 Millenk 1.1 ' 2 2 t� t l c , ^_ - ��`1 1 t a Y c 0 11fRikil. _ 0+ Mil II . . . r �E r eli) ../....D E • 1 D 1 f ,:� 2 G j : q --� F 2 2 _ E /A A r: ,���/ / S a" F G it J J P mei- as -_______________, ...... 1 0. .; ____ mm...11111111.1 0 I 2 3 4 5 50 1 2 3 4 5 0 1 2 3 4 5 Longitudinal Distance To Mounting Height Longitudinal Distance To Mounting Height Longitudinal Distance To Mounting Height //7' it : t Jr A a , a Type V SO Horizontal(OH).-MH-M.Report k33855 Front Deem Horizontal(F)-MH-BALL Report e5252 n r r t+ •.;tit'r ry�l, �rt tEt'. , 3 3 " 1 I1 (Yrf t .� r •t Mill r> '� a •3 l lit' ' y sl.,„: ,'',• 2�� :4.t ,4\I i niif kr� •10 e. i I �:t f ill 2����� r t 'rt i� rh^rrnC,Hks 1�.►�1 0 1 IllIl , r ,,,.,.:.:4�tA: 'y+ t�t� :t t ,,, • ar I Q 1 fa fi .. t t 7 Rnb1 ° r LI 7I', rL..1rc'r,,n L �C °i �3 �� �� t k' .,: ... . i' IfxF"^';.;1� 1 ,,, , ' j rr... + 0 C 0 J 1 %IN „ , �fl �(`1, , 9 ,,. .errs -{Jy+th�ir=tzr • ° � Ell 't k.01t1q.C ,, ,; r� ..,li,... f tetra} .t N r a 2 1 2 1Y„ 5 n 'earl .� PM C •tl-. r 7� C5 r .�. i� To �ht l''! cy �.Sel . ., fi G r r .I. a.yrya,t' 5 3 A*'F� t 1+r ( � r st (t. �l` 1 {f A� C •� } G•. ., ';l ' � :r l _�� r MOM H • + ' L.t1 ; .r Y • 4 �' ll 4 . 5 r,`, tyro."0Z. .2:(5%;71r„ '•7•";, t•+* r 0 1 2 3 4 5 5 0 1 2 3 4 5 j€a Longitudinal Distance To Mounting Height Longitudinal Distance To Mounting Height z t t ,• t r Pods t Isofootcandle curves for Initial horizontal footcandles at grade for various lamps on 30 foot poles. l i pale gt. Factor Lamp9 Footcandle Curve C D E F G H J a5 ; 10 9.00 1000 S 14.0 7.00 2,80 1.40 .700 .280 .140 .070 12 6,25 1000 MH 11,0 5,50 2,20 1.10 .550 .220 .110 .055 4. 14 4.59 400 S 5.00 2,50 1.00 .500 250 .100 .050 025 !7 16 3.52 400 MH 3.39 1.69 .678 .339 .169 .068 ,034 .017 t• 14 18 2.78 250 S 2.75 1.38 .550 275 138 .055 .028 .014 a '0 20 2.25 250 MH 2,05 1,05 .410 ,205 .103 .041 .021 .010 25 1.44 175 MH 1.40 .700 .280 .140 070 .028 Ord 007 38 35 0.73 150 S 1.60 .800 .330 .160 080 .040 .016 008 39 0.59 100 S .950 .480 .190 .095 048 .019 .010 .005 13 70 S .630 315 .126 1 ,06� .032 013 .006 .003 1 FootcnndII Multipliers for Other Conditions t ' a For other mounting heights,multiply the • +. " values al loalcandles shown by the .{ lector in table above , s For multiple mounts with beam patterns vented Parallel.multiply PC by number t al heads per pale •For eatntxnetons al above,multiply al lighting Design Ace stanc$J 'adore hxlethnr to pinrlurr a tope Let B.CO tinawiafge end ezperlutce aseJel mulirnnar you.With out BMOOLRE'computer Fzempld t*o heads on 29 Dole Ixogram,you can print out ituminatkut levels I r+2atl59 ,.r,r cr II, .,0,. polnt•byooint uooughout an tress Pteeae a. '. ' ORDERING INFORMATION _ .. • . - ' 'I,. ..i 7.e. dS.• •. .�� + yti .r H � 'ym)L,r.:.w_«w fi...:I:.'tW r D ma B I 144 —B si „,...--..-:,_ .] ,,.. A Optional Utter to slipfit round Slz polo b$op t�ailabnonsle. t } o ava a r T31or13"OD18'0.0.(2'pipe) T3-1/2 for3�1/2'0,0.(3'pipe) / (Add•T2.3/8,43 or.T3-1t2 n as catalog number euffl ' .• 'V HOUSING DIMENSIONS • MountingArrangements LAMP TLAMP YPE SIZI' A B O 0- WAT'rADE TYPE VOLTAGE FINISH OPTIONS }. r 4r :0. PTA — Ceiling .� �o S. mount —�— 100 HIGH 150 PRESSURE 120• F—Single 250 SODIUM Fuse FOR —.�. (120,2771/)PTWB — Wall Bracket HIM 250 W. LAMP 13Y: 20 7 6 1o0 MH• 208. DB—Dark MAX. 175 METAL Bronze 250 HALIDE FF—Double PTD — Single arm El—. too MV-. 240' Fuse 175 MERCURY (200,240, 250 VAPOR 480V) PTF — Double rr r — BL—Black , l � 277 FOR 400 S.� LAMP 18 24 9 g PCB—Button 0 ';•",:.; . 460 MH Photo PIG — 90° Double 400 MV MAX. �. 480 Control NA4o0V • • 'Quad rap Ballast PTH — 90° Triple Pole Type" Standard Pole Finish SSA—Square Straight Aluminum SSS—Square Straight Steel 1Finished to match luminalre STS —Square Tapered Steel Primed �..., . FITS —Round Tapered Steel Primed Primed RTA—Round Tapered Aluminum PTJ — 120° Triple SOW—Square�,corative Wood tW vd (Round poles only) Wide variety of stains "Add suffix kir pole height. '—" tAlso availab;e to painted or Ouranodic. 11 ORDERING EXAMPLE , PTK — Quad PT D -- 400 S 277 -,- DB •— PCB -- SSA — 20 — DO Infi Iatto II Lamp Voltage / , ' . :`■ 9 0ptlome Pole y,, Watts+ Height ,, .. rIII (ft.) , i Mounting Lamp Lumfnaire Pole Arrangement Type Finish Pole T/Pe Finish , All fixtures bear IBEW labels, +Lamps not Included. Description: / • . Inlinaire II single mast arm mount,400 watt HPS ballast for 277 volt service.dark bronze finish,optional photo control,on a square Straight aluminum pole 20 ft.high,finished dark bron ze. QUAD CITY INDUSTRIAL AIRPARK 7300 FIFTIETH STREET Ti THO./1,118 n 4 .. ,, • 4. .' 11 ' aa may. • • i . . r... U .. f) ..••U J, t t . , 1. F •. • 1rY f , f ii . i f ✓a r i I � B ( � YL +R � S " J • A1, t1 • 5� • • At ' �. (. r4 C 1 P •• J l • i MINIEp Wg7p �_GO 101.V11G+two. �VI M McCrIc.AI- l�C _ k 10•It } 11 `4 cLN1eF• i J±12 t n O orwuMD col&M 1 ants • ,i 110'Mreirk Fe -1 1HM ' ry `r!'a.btWt II��T� ` . 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V O • ' IN.Ara. •t�,Iys BP Hfol,t wM4Jp1,7'..9Gy�__, \ tnM 61Tt4r�Yri ittit it oc_, I I W r Lees 18'Dedication IIe 6F VI►Hn,MINdr4'lYtli+D°oG� I I + I 1 u Net Site Area II,ItI 8F Arum r+nrJlu [rruA'Ir L i_ - Raiding building 3400 8F \ tner crone ace to Pe#4,t4 +y Fatality 1/300 OP a,II Donal!Multiplier ` ub r Mt* Q �'• 1 !t C,IO Padealrlan Ades.. l LII spaces Mist N auaa cov� u h,ll I/etklnp provided!y(91d,3 loll else,7 compact,1 handicap;� 8k18fINO COMM NCE 61t1UCTUirg j + "" • Ali landscape areas Ip be Walet.d by automatic irrigation system geNefrAL COMfdE{ICIAt ZONE Q • SITE PLAN • TAX 'loco ��,( TAX MAP 2 le ICE 1JlC,if` 20NEf OlNERAt,COAIMEnCIAL ..1•; , �- ' 0 �..�-•��.aa.�. motA aunt + ' , Or2 t , Liflli L07 • y . .. . • Y' 1% 1 • • 13 Y .. • i 44' i 0 4., .'•••.....0.. . a. ., ,,_... 0—.0 + —__ ..rrr Y 1 ; '7• tl�•v Bat] ,. GGMP'edlrlaH poor) .•. N�bN{L�NNINM To pM11NN 4 fNs sr y r H04 3 o Oc.x. 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Ila I. +MNM � � < ��tlll�,wu4arNt ' '----- Ill --,._t 1 "19. . • . ., t_.=.,=- I 1.11----•-•-7,"IL ' 11[ lif _ . .. -rii li ill —,- ----.—,I.... ...___. _ . r 2 bI 2 v 1bblTldlt �611rW f:Uiav�YldN l. t�IT1aN Wt�1 TW �4kvArlbN lw». t•1'+ �----- y�•.11.011 lr4—a--r'-a' ..„. of ` • y r 1 t I .'_" ,•,, ...' 1 • ► •t -4 I Rlry • Er { •AS ' y • ColorI ,y. L } 1 i J . M1 J 1 t I:_ ' 3 J kali) 0 .1151611 b 4risl to, rj, :,...ddeA, c,,, i b les. A I -.40416-....., ."-. ..4.'",.. • ... i M 1 ':'' :' .• :) .. A , . s m w 10.,. 10 le, i I esseS0 . , . .. .. .. . , , , . . ,..- , ,, • . • .. ''' -.. Y. ,, • { t . , . . . rt,•,4 r , �4. y `4Y 4' a EXH181T a 4 • r • S , k 1 ' :! Aft: `` TOM R. LANCASTER, P,E• • Transportation Engineering Traffic Studies ., ,: tanning Union Station. Suite 206 r. Safety 800 N.W 6th Avenue ` Portland, OR 97209 (503) 248 °?, - •0313 ,. l GROWING SEASO N DAY CARE Traffic Report • Lake Oswego, Oregon t ) r.1 ....) cs,S'��`�EO PPpF � e. . y°�j9v(/ek 22, %.°11 c344 : S R, A��'� h �i• 1 , ' y °0 August, 1990 y~" `�_ 4",..„ ..'2,y i • 'I "Y ' *:. ' 0 , w EXwI ® IT G "J)W, tom""` 4 . 4 t ,r - . • r ci * ri ,, ! l V . 4r • { v TOM R. LANCASTER, P,E. Transportation Engineering • S p f i TABLE OF CONTENTS ' • r i 5! ••s s Introduction • 2 .' Site Description 4 1 9, Trip Generation 6 A } Trip Distribution8 pCapacity Analysis .16 ; Site Circulation 18 • t Summary i 19 Appendix , , 20 • 1: • • • • 7 9 M, r1r Y9 Y u i 3 3 , n . ar TOM R. LANCASITEp P,e_. Y s t Transportation Engineering ,1 INTRODUCTION .:•'.4.:,':.'9.•••'''•...' t 1 - 1• Growing Season Day Care is a day care center that has been prt)posed for < ' > a location on Quarry Road between 13oones Ferry Road and Oak Ridge Road in 7'. Lake Oswego. The purpose of this study is to estimate the traffic impact of the day care ,. center. This will be, accomplished by estimating the number of trips to be ener- ated, projecting the directional distribution of the trips, and determining the r ability of the roadway system to accept the additional trips. • ' The manual traffic count tabulations are included in the appendix to this report. The detailed capacity calculations are included in a separate technical appendix. • A. t. 1 • $ i • • . 'S, tii •'rl ' F ,' • , h {,jy ' r , b � • /err i •, .F 1 F ,•' ,1 '. � . r n 1 r 1 •as• , t d I r 0 4., b1R p AVE' x `/ r _ ' us / ASTOR I A `\ +, / : , ',. .. 'it r�lAaly / CI 2 AIELLUNI 1" AVE. /is �i ���� ` /,�<�d�}° 1A1 ��PQ} eI ENNY CT. RD. r Ps...C..% r. i• 1G;SSNER DA65UN Jin y`1l onp LN. r ^� „ ;WINOvtgLO �n%pAts 1. �� : Grp y e_a.� tf.::'.",,,,''. . j PL. o� IlIA1eaLL sG " / ��` �, �H+at �,21t —J C gTE2 Cf. �! fs-,, m D o ^ 10D \ e nano "� '^ • "' q0. N , INVERURIE RD. �, rt. Ni L + i _ ` �r- u 71 1 MARA ` I^ `4. ft. _BONAIRE�. AVE. ,Z \ kRUSE:. .,60 v ;. !�' yip ` 1 el C AVE. IAs e o n i""a r. I o WOOD • `• AVE. 1 L-a— ry $ �07 D ..� ._. N 'A r"i �O \ DR. +' C �P n s I DEEIAAR I~ G� Q o /° �0 •Y 'vt° "" r Z5 m } MEADOWS a ii If, fok�0 .0' Y! * ,t u w 5� �'t t ‘ pprr v`�1` RD, I i CENTRAL DR. E <'• � °Y• r .. —_ SCHAALII WAY �`0 I111v��(1I , 6, ` 1.4f x + I b•r P= o HILL *AY •s!, s wALUGA DR. Ci).-, i I r + r; �7 (g cD .a y F ' flYAHf 1. i S • Ft L ROAD .. NEMTAG ► f► Cr . + ✓ 1 n n DL1 TRYo IRED,'ERRVE. i '"i ' `._.�" i y7 " _ yinet 0 P :3 I 1:i. g r‘P P;1 FIli• LL111NVDd3w ,�4" -- DANIEL WAY7 . ` 1� f► G 44 to Z `• I� H r ��'I 40 .�,ti ` •_ �' [. i i it .04 �S •IN r �. ` .� crq4. ° r `U _, .t��/�, rC ALL(Iv (_' x ;4 3 G — p DAVIS LN Ill ` /. C-0 �+G LIH. 'Sy $ d 11UUNE5 I�wAY * --- --...1 3.1 'a �T1 04 \l'r ` SUNw (Mr D Ifr"Dco 1:1 Uf+Es ri 4. `* �.b aa,"N r n , I `. "s ` e T. IrwOOD ��^^ : n .q i�AY 1 C 1. `,1 I / o � • 1 lye '• • .9 • • • '.' • +tv t( • •'r. C- •� t N,1 70M R. LANCAS7ER, P, {". Transportation Engineering 'r.1 ilw .1-. ; ' 1J11." O '{ 1 SITE DESCRIPTION 'y Growing Season Day Care will be located on the west side of Quarry• load between Oak Ridge Road and Boones Ferry Road. The access to the site will be from Quarry Road. �` The building housing the day care center will be about 2500 square feet in size. It is expected that there may be up to 45 children at the center. There will be six permanently marked parking spaces on the site. In ad- dition, there will be two spaces for loading and unloading. The design of the paved area is intended to permit all vehicles entering the site to turn around within the site, so that no vehicles are required to back out of the driveway too exit the site. :.� `f Quarry Road and Oak Ridge Road both carry two-way two-lane traffic, and the posted speed on both roads is 25 mph. The intersection of Oak Ridge and (Y`•Yarry is controlled by STOP signs on Oak Ridge. Boones Ferry Road in the vicinity of the site is five lanes in width. There are two through lanes in each direction, plus a center left-turn lane. The posted ., speed zone is 30 mph. The intersection of Boones Ferry and Quarry is controlled by a STOP sign on Quarry. Southbound traffic on Quarry is required to turn right onto• Boones Ferry. A left-turn lane is provided for northbound traffic on Boones Ferry turning left onto Quarry Road. The intersection of Boones Ferry and Oak Ridge is controlled by a five- phase traffic signal. The west leg of the intersection is designated as Oak Ridge Road, and the east leg is designated as Reese Road, There are left-turn lanes with protected left-turn signal phases on both Boones Ferry Road approaches. Boones Ferry Roal is served by Tri-Met bus route number 37. Thirty- 411 . minute service is provided during rush hours, and two-hour service is provided -4- • `a 1 TOM• R. LANCASTER, P.E. Traneporialion Engineering '' mid-day. There is no weekend service. Manual turning movement counts were made at the intersections of Boones Ferry and Quarry, Boones Ferry and Oak Ridge, and Quarry and Oak Ridge from 7 to 9 AM and from 4 to 6 PM. The counts were made in July and 2 August, 1990. • , 1 M * • vt 1 t. 'i. . • • ,. , 010 U' 7 1• Y TOM R. LANCASTER, Re: Transportation Engineer TRIP GENERATION To estimate the number of trips to be generated by Growing Season Day ,. Care, trip rates from the TRIP GENERATION Manual, fourth edition, pub- lished by the Institute of Transportation Engineers,were used. f Trip rates for ITE land use code 565, Day Care Center, were used to es- timate the day care trip generation. Trip generation calculations based on the 2,500 sq ft gross floor area indicate that the site will generate about 168 trips per day, of which half will be entering the site and half will be exiting the site. • . During the morning peak hour, there will be about 15 entering vehicles and 13 exiting vehicles. During the evening peak hour, there will be about 15 entering and 16 exiting vehicles. On Saturdays, the total daily trip generation is estimated to be 16. The detailed trip generation calculations are shown on the following page. r Y • 'L N a I , 1 -6- n TRIP GENERATION CALCULATIONS . Land Use Code: 565 Land Use: Day Care Center Variable: 1,000 Sq Ft Gross Floor Area VARIABLE: 2.5 Y • e r' CAM PEAK HOUR PM PEAK HOUR ,,, RATE 11.4 12.3 ENTER EXIT TOTAL ENTER FXIT TOTAL • • DIRECT. DISTRB. 0.53 0.47 - 0.48 0.52 - TRIPS 15 13 29 15 16 31 } -..--- WEEKDAYS SATURDAY ' 7, RATE 67 6.3 4 ENTER EXIT TOTAL ENTER EXIT TOTAL \ ` DIRECT. DISTRB. 0.5 0.5 - 0.5 0.5 - TRIPS 84 84 168 8 8 16 J 4♦ . • Source: TRIP GENERATION, 4th Edition r"' TRIP GENERATION TOM R. LANCASTER, P.E. Consulting Transportation Engineer . • .:\' • TOM R. LANCASTER, P,E. Transportation Engineering • TRIP DISTRIBUTION To distribute the site-generated trips by direction, the likely origins and destinations of the Growing Season clients were determined. • The marketing area of Growing Season is reported to be the corridor between Boones Ferry Road and Carman Drive, This would result in most site trips during the morning peak hour originating to the southwest of the site. The destinations of the trips exiting the site during the evening peak hour would also '. be to the same area. The streets most likely to be used for these trips are Boones • r Ferry Road and Oak Ridge Road. Many of the trips exiting the site in t e,morning are likely to be destined to the employment areas along Kruse Way. A few trips may be destined to Portland. In the evening, many of the trips entering the site will originate in these same employment areas. The most likely streets to be used by these trips are Boones Ferry Road and Quarry Road. • The following traffic flow diagrams show traffic volumes for the three intersections for which manual traffic counts were made. These intersections are Boones Ferry and Quarry, Boones Ferry and Oak Ridge, and Quarry and Oak • Ridge. For these intersections, traffic flow diagrams are included for (I) existing traffic volumes, (2) site-generated traffic volumes, and (3) existing volumes plus site-generated traffic volumes. These volumes are provided for both the morning vY and evening peak traffic hours. t• • In addition, projected traffic volumes for the evening peak hour in 2005 are shown in a traffic flow diagram. These projections were obtained from • ' Metro traffic studies. The projections were available only for Boones Ferry Road. There were no projections available for the morning peak period. • -8- • r ` 4. s. q7 Oak Ridge Road • 7 °1111°-. ..i, . ..,..,,,,....‘ `., 62 55 6 < 8 ti 2 < 17 20i > 1 ( 20 } > A 53 5 ^ 48 6 er ' yv� 4-4N ,1 M. o ft !i ®. 1110 I_ oa • • .. . , .. C3 51 olir. � , , ay �y 7 • c!'° c\ . " •i� ,' TRAFFIC VOLUMES Existing Traffic • ": AM Peak Hour TOM R. LANCASTER, P.E. Consulting Transp�rtatl®n 1:r�bmear I 6 t' '. i<C1 T L ) j�( rt• fQ m'- Oak Ridge Road _ 4° (7 62 59 5 < 411 86, < 18 w,4 17 19 57 > 77 ), # • .... 7:4\ Iiiii47 cocl, . . . 8 ` 851— ... ,.,4..,:{" .., 0 10$1\ . • . . . . Q 'NC) AI. a NIP e,y • d°off ' . • . a •w , TRAFFIC VOLUMES Existing Traffic PM Peak Hour • TOM R. LANCASTER, RE, ,,,. Consulting Transportation Engineer _10- \. i �p1 • k • J. Oa k RI ge Road 1,/> / • rt r1, s .(,(,:, nilP c 11[1-117 cc L. L. L l s I ._____._____i , _no i ; .11010 • . , . • b cc` . . . „ , ,00,., . , . ,. . . , . ,. " , , ,, ,, , , . .. A . • . .TRAFFIC VOLUMES . . I Site Traffic • AM Peak Hour TOM R. LANCASTE , RE, - Consulting Transportation Engineer • -11- y .. ii---------'-' • '' ' t, • ` Oak Ridge Road / -1:2:] V )i(C ):[=] • .• , . 3 I I >() • L. 11:::::H.4.- ,;(:::)"....71 • 1,...,•. „ • . ‘ .• • , .. \ ,,.. ., . , . . . .,.. . . . .. .. . >. ... .., .. e_ . . . . . .,. . . i... , . .. .• ..,1..,.: , . . 0. ... . , ...„. • 1C V . . .... , . • off 51 a. .. . ,. • I. , . Alt . . , oa IN/ oore5 11. 1 g • . TRAFFIC VOLUMES Site Traffic '"� PM Peak Hour rOMR. I.ANCASTER, p, , Consulting 7rnsportatl®n �nglnser +` -12- • . . . i l 5 �O oak Ridge Road '� # / .,.., 4.f:r 62 6 < 6 84 < 17 20 > 3.., • - 1r.,oL)., li,_P' 6L.,-,-,-7720 �""> H ^ 48 O ,.*..,. ,......-:, ,..... ....,.'. 3. .,',,. ,.•:‘ IP Mil , •P.,..N,...,,..,....,..,.:..,,.'..- . ...... , . /141%, . . , no \N/ , a A `1 t 4 A V .. $ c°°c‘ , , • TRAFFIC VOLUMES Existing + Site Traffic w r AM Peak Hour 'r TOM R. LANCASTER, P,E. ConsuitIng Transportation Engineer 1 V -13- • } - • � it . • • V « •, +. . Sb y • I1 4,"/:44) .. . PV pI Oak Ridge Road 1 (V 62 55 5 { 41 88 " { L 18 • I 171 > 22 I 57J ,► I 11 85 i Nr':.. ..., .. . . . . .. , . . . . . .,, ›, .... . ,_ . . . . . . . _ ., .. ti. ,... © . . 1� . 0 .... . . N I G r, �o Fe a �N/ //71 ro0 pO�eS ` 1 TRAFFIC VOLUMES Existin + Site Traffic PM-Peak • a Hour .; TOM P. LANCAS TER, P.E. Con�suWng Transportation Engineer -. • ' .14- • b t . Y („,..: . Oak Ridge Rood• • e.. ---.J91 . 4P P x. 65 60 ;h: 90 E 20 ' 1 20 > 20 60 > f 80 10 .��'\ fah o * q L W Q C \�`c • N9 A• Z.1 �— IN/ � sty C. • , $ O , .l •r, f . TRAFFIC VOLUMES . 2005 Projections PM Peak Hour TOM R. LANCASTER, RE. ,� � Consulting Transportation Engineer J 4. r • tr• Y , a u w , i- h4 r '`y r • , • t . ,1 TOM R. LANCASTER, P.E. ` ` , • Transportation Engtneertng \...J, 1 i.' ' e t , • CAPACITY ANALYSIS The impact area of a new development is typically considered to be the area within which the site trips equal or exceed ten percent of existing traffic volumes during either the morning of evening peak hour. For Growing Season ` , 1 ' Day Care, the peak hour trip generation is sufficiently low that the impact area does not extend beyond the three intersections at which the manual traffic ± M counts were made. To determine the level of service at the three intersections within the im- \ pact area, a capacity analysis was made. The objective was to estimate the level of service at the three intersections before and after the day care center opens, The level of service can from A, which indicates very little or no delay, to level n F,which indicates a high level of congestion and delay. Level D or better is gen- erally considered to be acceptable for urban signalized intersections, and level E ' `` is generally acceptable for unsignalized intersections. " The capacity calculations indicate that all three intersections are • presently operating at level of service B or better during both the morning and `' ~ • 'i evening peak periods. With the addition of site traffic, the three intersections ; ' ,} �• ': will continue to operate at exactly the same level of service. This is because the site-generated traffic volumes arc very small -compared to the existing trartic volumes. For example, at the intersection of Boones Ferry and Quarry, the site- generated trips will increase the traffic volume by about one-half of one percent during the peak traffic periods. • • : - The level of service during the evening peak hour for the projected 2005 Y, . traffic volumes was also calculated for the two Boones Ferry Road intersections. At Boones Ferry and Oak Ridge, the 2005 level of service is projected to be C. At Boones Ferry and Quarry, the level of service for the right turn ft'orn Quarry to Boones Ferry will be C. The left-turn from Boones Ferry to Quarry will be E. a The level of service E for the left turn at Boones Ferry and Quarry is less than the desirable level D, but is usually considered acceptable for unsignalized r, intersections. If this movement becomes difficult or subject to excessive delay,it tt. 'r ,; -16• . 4 L t ' tt I. I: `' TOM R. LANCASTER, P.E. ;. Transportation Engineering there is a convenient alternative. Left-turning drivers can proceed on Boones Ferry to the next signal at Oak Ridge, and turn left at the protected left-turn sig- nal. Projections indicate that there is excess capacity at the Oak Ridge intersec- `r ` ': tion to accommodate additional left turns. ,r The capacity analysis results are summarized in the following table: s rl � r t t •' ♦.I 1 1•^1 • CAPACITY ANALYSIS EXISTING `' A •EXISTING PLUS SITE 2005 ` AM PM AM PM PM Oak Ridge/Boones Ferry A A A A C• i• t Quarry/Boones Ferry A B A B E Quarry/Oak Ridge A A A A • 5 e • ' N* ; , -17- • r 1 1 t I r 1 ' i I .t. 1 • 1 i . • ai „t ,.9 F 1 .'_t TOM R. L.ANCASTER, P.E. Transportation Er gIneerin ti o} 1 , ti• ,' SITE CIRCULATION The site plan for the site provides six permanent parking spaces. In addi- w' + :' tion, there is space for two vehicles to load or unload. • It is reported that arrangements have been made to provide six parking ' • spaces for Growing Season employees. This will result in all eight on-site spaces remaining available for people dropping off or picking up children. • Although maneuvering space within the site is very limited, there appears to be sufficient room for any vehicle entering the site to turn around on the site , • IM. and exit onto Quarry Road in a forward direction. As long as there are no more t. • than eight vehicles on the site, it should not be necessary for any vehicle to back out onto Quarry Road, t-- •• e1. , • • b -ii a:I. • 't • • • 4 ' • 1 4 , • • • 1 n F U �• .! ` i .,f 4 I ell a rI/ - A. • TOM Fl, LANCASTER, P.E. Transportation Engineering y• f.,; SUMMARY 1. Growing Season Day Care is projected to add about 29 trips during the morning peak hour and 31 trips during the evening peak hour to the streets in • the vicinity of the site. 2. For the three intersections within the impact area of the site (Boones Ferry and Qu r y, Boones Ferry and Oak Ridge, and Quarry and Oak Ridge), the level of service will be B or better. r . ` 3. The Boones Ferry intersections are projected to operate at level C or better in 1 "F 2005, except for the left turn from Boones Ferry to Quarry which will operate at level E. A convenient alternative route for thiswould be the pro- tected h. ` movement left turn at the Oak Ridge intersection. There is excess capacity at the Oak Ridge intersection to ac cept t additional onal left turns. • • It • I a. t,. ,0 -19- r 1 H u TOM RI LANCASTER, P.E. Transportation Engineering Y :d 1'. t ti, \ r,' 1 , c "Y it .. APPENDIX A I .h Y ,, q\ t h f Y .1: r •C......,„.I 1 3' . ti • f I +c • f f - 1 f t. 1 is f � - �t -i f�• 4 TOM R. LANCASTER, , Transportation Engineering , -. I:f . LEVEL OF SERVICE YI f.Y' • Level of service is used to describe the quality of traffic flow. Levels of service A to C are considered good, and rural roads are usually designed for level of service C. Urban streets are typically designed for level of service D. • Level of service E is considered to be the limit of acceptable delay. Here is a •f ,A • more complete description of levels of service: • t,` Level of service A: Very low delay at intersections, with all traffic signal cycles clearing and no vehicles waiting through more than one signal cycle. On highways, low volume and high speeds, with speeds not restricted by other vehicles. Level of service E: Operating speeds beginning to be affected by other traffic; short traffic delays at intersections. Higher average intersection delay than for level of service A resulting from more vehicles stopping. Level of service C: Operating speeds and maneuverability closely • '.. controlled by other traffic; higher delays at intersections than for level of service • B due to a significant number of vehicles stopping. Not all traffic signal cycles lf•4 �` - clear the waiting vehicles. This is the recommended ideal design standard, • Level of service I): Tolerable operating speeds; long traffic delays occur at • intersections. The influence of congestion is noticeable. At traffic signals many vehicles stop, and the proportion of vehicles not stopping declines. The number • of signal cycle failures, for which vehicles must wait through more than one signal cycle, are noticeable. • • Level of service E: Restricted speeds, very long traffic delays, and traffic • volumes near capacity. Flow is unstable so that any interruption, no matter how minor, will cause queues to form and service to deteriorate to level of service F. Traffic signal cycle failures are frequent occurrences. Level of service F: Extreme delays, resulting in long queues which may in- terfere with other traffic movements. There may be stoppages of long duration, n i and speeds may drop to zero. There may be frequent signal cycle failures. Level of service F will typically result when vehicle arrival rates are greater than capacity. It is considered unacceptable to most drivers. • •f 6 .` 6 r t . ,• , is r " r TOM R. LANCASTER, P.E. 1 Y ti ' Transportation Engineering j ' VEHICLE COUNT SUMMARY i INTERSECTION OF:Boones Ferry Road and Ouarry Road 08SERVER: Traffic Loggers • DATE: July 18 t 20, 1990 DAY: Wednesday t Friday M } Le:A7:0: Lake Oswego 2 " ` from from TOTAL from from TOTAL ti, NORTH SOUTH NORTH EAST TIME WEST EAST t t TOTAL BEGINS L T R TOTAL L T R TOTAL SOUTH L T R TOTAL L T R TOTAL WEST ALL . 7:00 0 0 5 5 0 0 0 0 5 0 62 6 68 47 89 0 136 204 209 7:15 0 0 26 26 0 0 0 0 26 0 91 6 97 52 117 0 169 266 292 7:30 0 0 21 21 0 0 0 0 21 0 99 3 102 76 127 0 203 305 326 7:45 0 0 44 44 0 0 0 0 44 0 100 6 106 83 178 0 261 367 411 +� 8:00 0 0 22 22 0 0 0 0 22 0 87 4 91 22 143 0 165 256 278 8:15 0 0 17 17 0 0 0 0 17 0 88 13 101 17 147 0 164 265 282 0 8:30 0 0 24 24 0 0 0 0 24 0 108 6 114 24 127 0 151 265 289 8:45 0 0 33 33 0 0 0 0 33 0 134 5 139 33 165 0 198 337 370 TOTAL 0 0 192 192 0 0 0 0 192 0 769 49 818 354 1093 0 1447 2265 2457?K HR 0 0 113 113 0 0 0 0 113 0 377 19 396 233 565 0 798 1194 1307 4:00 0 0 54 54 0 0 0 0 54 4:150 0 0 66 66 0 0 0 0 162 11 173 34 175 0 209 382 436 + ClEI 66 0 156 8 164 40 185 0 225 389 455 "4:30 0 0 52 52 0 0 0 0 52 0 187 12 199 43 187 0 230 429 481 ' 4:45 0 0 92 92 0 0 0 0 92 0 154 16 169 41 185 0 226 395 487 5:00 0 0 74 74 0 0 0 0 74 0 163 10 173 35 176 0 211 384 458 5:15 0 0 67 67 0 0 0 0 67 0 198 7 205 45 177 0 222 427 494 "5:30 0 0 77 77 0 0 0 0 77 0 147 6 153 51 164 0 215 368 445 5:45 0 0 74 74 0 0 0 0 74 0 82 5 87 59 150 0 209 296 370 TOTAL 0 0 556 556 0 0 0 0 556 0 1248 75 1323 348 1399 0 1747 3070 3626 � PK HR 0 0 285 285 0 0 0 0 285 0 701 45 746 164 725 0 889 1635 1920 ' 4110 . . . , . , . , • ,. , A «�' . ,. «•; +�. s u r '�.. ,.. ••r' .. is - ''• c . t f t e TOM R. LANCASTER, P.E. Transportation Engineering ►' ,.'. VEHICLE COUNT SUMMARY INTERSECTION OF: Boonos Furry Road and Oak Ridge Road • 1 4 • 08SERVER: Traffic Loggers DATE: July 19, 1990 !• • DAY: Thursday LOCATION: Lake Oswego from from TOTAL from from TOTAL • NORTH SOUTH NORTH EAST WEST EAST TIME t L TOTAL BEGINS L T R TOTAL L T R TOTAL SOUTH L T R TOTAL L I R TOTAL WEST ALL ti 7:00 8 86 5 99 2 105 2 109 208 5 4 7 16 5 2 4 11 27 235 7:15 11 88 6 105 2 83 12 97 202 6 5 15 26 12 4 5 21 47 249 7:30 10 101 6 117 3 157 8 168 285 9 9 13 31 4 5 5 14 45 330 • 7:45 5 108 7 120 6 162 3 171 291 11 4 21 3b 15 5 12 32 68 359 8:00 9 102 6 117 4 135 5 144 261 13 7 11 31 21 3 10 34 65 326 • 8:15 6 96 6 108 0 170 7 177 285 12 1 16 29 18 1 15 34 63 348 • • 8:30 0 127 10 145 1 137 13 151 296 11 5 12 28 13 8 10 31 59 355 • 0:45 10 127 6 143 1 149 9 159 302 17 4 16 37 10 8 13 31 68 370 • TOTAL 67 835 52 954 19 1098 59 1176 2130 84 39 111 234 98 36 74 208 442 2572 PK HR 33 452 28 513 6 591 34 631 1144 53 17 55 125 62 20 48 130 255 1399 4:00 6 182 4 192 5 143 13 161 353 12 3 11 26 12 7 1S 38 64 417 i► 4:15 18 178 6 202 5 159 8 172 374 16 4 20 40 17 11 15 43 83 457 4:30 17 222 8 247 3 219 13 235 482 16 5 10 31 24 9 22 55 86 568 4:45 16 187 5 208 4 216 10 230 438 23 6 15 44 25 14 26 65 109 547 5:00 19 196 9 224 2 202 16 220 444 21 3 16 40 18 15 20 53 93 537 4 5:15 22 218 4 244 5 166 21 192 436 17 4 18 39 19 19 17 55 94 530 5:30 23 183 7 213 3 177 8 188 401 25 5 17 47 17 9 13 39 06 487 5:45 16 155 1 172 2 178 11 191 363 16 5 10 31 11 9 5 25 56 419 '. TOTAL 137 1521 44 1702 29 1444 100 1589 3291 146 35 117 298 143 93 137 373 671 3962 PK HR 74 823 26 923 14 803 60 877 1800 77 18 59 154 86 57 85 228 382 2182 • r , • 44 4 r t I" 'T .� Y. t � = TOM R. LANCASTER, P.E. Transportation Engineerin VEHICLE COUNT SUMMARY INTERSECTION OF: Cverry Road and Oak Ridge Road • r OBSERVER: Traffic Loggers DATE: August 7, 1990 • DAY: Tuesday LOCATION: Lake Osu.ogo from frog TOTAL from frog TOTAL NORTH • SOUTH NORTH EAST WEST EAST TIME _ 6 R TOTAL BEGINS L T R TOTAL L T R. TOTAL SOUTH L T R TOTAL L T R TOTAL.WEST ALL 7:00 2 4 0 6 0 48 0 48 54 0 2 6 8 2 4 2 8 16 70 7:15 5 29 1 35 0 44 1 45 80 1 3 9 13 2 3 0 5 18 98 7:30 8 20 1 29 0 76 2 78 107 0 3 21 24 0 4 1 5 29 136 • +' 7:45 2 31 0 33 2 86 6 94 127 0 1 12 13 3 5 1 9 22 149 s _ 8:00 10 20 1 31 0 74 8 82 113 1 2 10 13 3 7 0 10 23 136 8:15 8 19 1 28 0 60 5 65 93 0 0 19 19 0 4 3 7 26 119 8:30 12 25 0 37 0 65 3 68 105 0 4 12 16 2 6 1 9 25 130 ;i• • 8:45 8 24 0 32 0 40 2 42 74 0 2 15 17 0 3 1 4 21 95 TOTAL 55 172 4 231 2 493 27 522 753 2 17 104 123 12 36 9 57 180 933 • PK HR 28 90 3 121 2 296 21 319 440 1 6 62 69 6 20 5 31 100 540 4:00 8 53 1 62 6 31 5 42 104 3 8 12 23 0 7 3 10 33 137 4:15 8 70 1 79 2 36 4 42 121 4 8 10 22 2 8 2 12 34 155 4:30 9 91 0 100 1 41 6 48 148 7 10 12 29 3 3 3 9 38 186 4:45 14 78 1 93 1 60 5 66 159 5 11 19 35 0 4 1 5 40 199 5:00 9 79 0 88 4 44 3 51 139 3 12 21 36 0 2 2 4 40 179 • 5:15 9 69 1 79 1 40 2 43 1.22 2 1 16 19 2 5 3 10 29 151 y 4 5:30 11 63 4 78 2 31 2 35 113 0 6 9 15 2 7 3 12 27 140 5:45 8 68 0 76 1 47 2 50 126 2 8 7 17 1 6 2 9 26 152 TOTAL 76 571 8 655 18 330 29 377 1032 26 64 106 196 10 42 19 71 267 1299 PK HR 40 318 2 360 8 181 18 207 567 19 41 62 122 5 17 8 30 152 719 a• r t .i: t RECEIVED MAR 3 0 '1092 ,.. , Lt` ,;:,,7optr \ , ..,„ .: ,,, , t . ,. .,.. KITTELSON & ASSOCIATES, INC. ; d ,' P. TRANSPORTATION PLANNING/TRAFFIC ENGINEERING a J . 4 ' 610 SW,ALDER,SUITE 700•PORTLAND,OREGON 97205•(503)228.5230•FAX(503)273.8169 f x • : ' F IiY. • , March 25, 1992 c , Ms. Linda Royer, OTAK, Inc. 17355 S.W. Boones Ferry Rd. .Y Lake Oswego, OR 97035 Subject: Traffic Impacts of 15952 Quarry Road Development } 'l ' Ms, Royer: a; In August 1990 a traffic impact report for an alternative use on the above site • entitled "Growing Season Day Care" was prepared by Tom Lancaster, P.R. Since then the proposed land-use on the site has been changed to either a � ' " Medical/Dental office or Professional Office with the same 2,500 sq,.ft, floor area. As a day care center the site was expected to generate 29 and 31 vehicle trips in a .,:,: typical weekday am and pm peak hour, respectively, Using the standard -` publication, Institute for Transportation Engineers "Trip Generation" (5th Edition), the following table comparing trip generation for Medical-Dental Office, or Professional Office with the previously estimated trips for a Day Care center has been prepared. "1 .r �� by ,Yt Q ' t am peak hour pm peak hour daily enter exit total enter exit total total '•" 'd 1, Day Care 15 13 29 15 16 31 168 2, Medical-Dental 5 2 7 3 7 10 85 3, Professional Office 4 1 5 1 3 4 29 tl _r * num ers s own are expecte average ve 'c e trips aii EXHIBIT t r` Ms. Linda Royer i o, V March 26, 1992 . t. 'Page 2 . 0 . t. ' - - • •new land uses are thus expected to generate significantly fewer peak hour These �' •, and all day trips than the previously proposed day care center. In fact, if these trips were distributed on the surrounding road network, their contribution to „ particular lane at the nearby intersections would be even further • �� traffic in any �;�� diluted. For example, the prev ious day care center traffic analysis predicted of ' highest peak hour turning volume in any lane of only 6 site-generated vehicles at ` the most impacted intersection. With the new land uses this maximum turning ' \ ' volume can be expected to be less than half this value. , number of site-generated vehicles using any particular lane at the nearby This intersections is outside the margin of accuracy of standard truffle analysis methodologies such as the 1985 Highway Capacity Manual. Such standards recognize that random fluctuations in average hourly traffic on. consecutive weekdays or weeks exceed such small site-generated volumes, rendering them ` k relatively insignificant. It is thus standard practice to the he tranensporesttation hicles per profession to round intersection turning movements ' hour. The validity of this practice is borne out in the previous report where addition of the future site generated traffic to existing traffic on the three closest r intersections resulted in no change to the existing level of service, the left turn onto Quarry Road .:' We understand that since the previous report, '�• > ', •• from Boones Ferry Road has been prohibited as directed by the Traffic Control • 1991 Thus action should result in Board in their meeting on September 17, improved traffic operations in this area, as should be confirmed by analysis of the before and after traffic counts which city traffic staff were directed to perform by the Board as part of that resolution, Further evidence of daily fluctuations in traffic volumes and the relative +d` insignificance providedtraffic of site generated traffic is by the trac counts submitted J • fi , to that meeting. The counts on Doones Ferry Road in front of Albertsons show a change of 123 vehicles per hour in the pm peak hour traffic from 1339 on ` Wednesday to 1216 on the next day, Thursday. Similarly, on Quarry Road at Douglas Way there is a difference of 39 vehicles in consecutive weekdays from 344 . ` g These traffic counts indicate a • t - to 383 vehicles per hour in the pm peak hour, � ' random peak hour fluctuation of approximately 10% on consecutive weekdays. • , , The project would likely contribute less than 3% to adjacent street traffic volumes , µ during the pm peak hour and even less to adjacent intersections, Furthermore, all p • of the intersections in the area of the site are currently operating at a very during both am and pm peak hours ("A" and "B", see ',� ' acceptable level of service w Lancaster report). In light of these facts, it is reasonable to conclude that the0 ''' impact of this project on the adjacent street system will be insignificant, i r d" M t t .:fin•: -t: • " t, Ms. Linda Royer March 26, 1992 s, ja Page w. 3 W It is pertinent to this case that for similar reasons Countygiven above, Washington r: ,, , does not require an traffic impact study of developments expected to r generate less than 2,000 vehicle trips per day when access is requested onto a ";ii t, street like Quarry Road, In contrast to Washington County, the City P{ Oswego does not have criteria for determining the need for a trafficimpact of Lake However, if this development were in Washington County's jurisdiction, study, J ChCtion, a traffic y studywould not be warranted. ,,,,�,• s ' r ' We hope that this letter has contributed to an informed \5 •1 of suchperspective impacts. Please do not hesitate to call us at 228-523 if you have theanyscale comments or questions in this regard. Sincerely r--- 1 /ZA,./ ..e Bruce Robinson Mark Vandehey, P.E. Transportation Analyst Associate • Y 'Sx ro { .. , ..`.•i • •I • k , a i x h , i K W4: t 1 r , • • o• rF • ► • ar L ti , •• • • t ,y .. • .. • • } S'UPPL•EMENT TO NARRATIVE: y + ! . • TRAFFIC • r A traffic report on this site (attached) was originally done by Tom Lancaster, Transportation Engineer, when the site was proposed for a day care center. That report was based on manual counts .`. b r of turning movements at the intersections of Boones Ferry and Quarry; Boones Ferry and Oak Ridge; ,`• and Quarry and Oak Ridge from 7:00-9:00 a.m. and 4:00-6:00 p.m. during the months of July and August 1990. Trip generation figures were from the ITE Manual. The report states that all three Intersections were operating at Service Level B, or better, during both the morning and evening peak periods and that with the addition of traffic from the site developed as a day care center, the three Y „' • intersections would continue to operate at exactly the same level of service. This was because the site generated traffic would be very small compared to existing traffic volume, These counts and this report was used by the Lake Oswego Traffic Control Board irt their meeting on September 19, 1991 to • y' eliminate the left turn movement from Boones Ferry onto Quarry, That action was carried out in June 1992 and will serve to further reduce traffic in front of this property below the traffic counts used in the report, Kittelson & Associates' traffic engineers were retained to analyze the previous report and the current - •: proposed change to General Commercial Zone with potential uses of the building for office/medical/service, Their report from March 25, 1992 documents that the uses proposed as allowable under this zone change would generate dramatically less traffic than the day care center which was shown to have no impact on intersection service levels. • There are not ITE trip generation figures for a specialty veterinary practice such as is proposed. Dr. Lintner, however, addressed that question at the neighborhood meeting. She stated that office hours for patients are normally 10:00 am, to 5:00 p.m. Monday to Friday and 9:00 a.m, to noon on Saturday. Because of the specialized nature of the practice Dr. Lintner sees on the average of 2 patients per hour, 10-12 each day, There are two other employees in the office, Most , pharmaceuticals and supplies are picked up by office personnel. There are occasional deliveries by UPS, gi • • • • EXHIBIT • :1 IH:11NARRATIV1:.BUP f• { r r'. 'Ay U { APPENDIX A- DRAINAGE REPORT0 , ...- ', '.' Site Area: 12,000 sf after 10' dedication Soil: Salem Silt Loam Existing Building Area: 2,400 sf Proposed Building Addition: 312 sf Total Building Coverage: 2712 y, Driveway/pavement area: 4712 Total impervious area: 7424 sf „ Storm drainage method: infiltration facility Lake Oswego Standard drywell detail with concrete sump at the bottom, easement to be granted to the City to the drywell facility, . Size: to be determined by soils analysis and percolation test prior to submitting to Lake Oswego for construction permits; sized to percolate a 10-year storm runoff, { •"'' • Water quality treatment: installation of Lynch catch basin, Maintenance: twice yearly clean-out by owner, maintenance service, or utility district. 0, ''.:..• ,,..,. • • ,..<.! :d Building rr n drains go to individual infiltration trenches in those areas not adjacent to pavement, Erosion control plan will be submitted with construction plans, u I•.. + x { is ry a EXHIBIT`. 9 . / A/y,9 A, . . , } 3783\APPENDLX,A � hi r4 • •`. .. ti •Y . .. , ,',. • r I.fir'• i ♦�i` tiA I ✓• w' a 4 1 r i•i s , w ° C. Ir { y r.i ' • '. . '.':.,.. , 0 Exhibit A ' 1. The use of the property shall be limited to providing an : ;n. office for personal services, business services, finance, insurance or real estate services, medical and health services, other professional services, or offices for membership organizations. r 2. No business activities, including kennels or equivalent, shall be permitted to be conducted outside the building. 3. No odors detectable to a reasonable person shall be released outside the building. 4. No equipment or noise generation shall be permitted on the q property at a level greater than that of a heat pump. 5. Any storage on the property shall be screened from adjoining properties. 6. This instrument shall create covenants of the owner and restrictions on the use of the property which shall run with the ";4 land, and these restrictions are enforceable by the current and successor owners of the properties to the north, south and east of the subject property, specifically: ' r (a) The owners or occupants of the 16 unit condominium •r complex known by the general name of "Oswego West" at , 15938 S. W. Quarry, kp (b) 15924 S. W. Quarry Road and, •-7 (c) 15948 S. Wr Quarry Road. 7. These restrictions on the use of the property may not be changed without 30 days prior written notice to the City of Lake .q ,r Oswego and to the parties listed in paragraph 6 above, and the parties listed in paragraph 6 above must release their rights to enforce these restrictions in writing before the use can be eh ' y ' changed, and the notice to the parties listed in paragraph 6 above i would not in any way cause a release of the rights by itself. n• 5. `' EXHIBIT , • 4 r 6 y 9 Z. • rr' • t d Jr • ) Yy. I 6