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SDR12-80 POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. [Page Too Large for OCR Processing] • r,rv:.,,,..ti "µS+.':'"."^,T°'.n.w w 4' w y.�,4,, V.16 ,i1Ni'si'i''' ,f �1,�'i,` l.�-v'∎. -..... ,..4.........,,,....,.......,.,.,,,,,,,,„ .k Y ,» �._,,, L ,v..,.a, _.. „1,., i - , »,a.. , A `217 SDR ''12 8Q �ti . • p �n � �den pal;k,P.1 15Q S ofc Fw 2S1 1SB r 300,200; 0Q,' 100,:;.1141 & 1200 ,1,:pf,,t,•;,•:.7',.(7.,'.,. 77..,..?r:w3..RG?,.... i (e ' I 420 f9 42toctv. ' ,, , • • . J • i 1 I i it 1•' I , / I r t I' /M ...-...� ^ N ,v•,-aka, •' • • a I , ,I � a r 1 ■ 4 ` .. ..,.,.J..,.a ..♦._ .r _..,... �__,... ,.�.......,.v..,w..,,nw•«N.Mnn...�,t l,,.,ti.,.y .,.v..,_f»„i..,_-...., ........ r. .. .- .... - /A,Up/0lll�u�(���1�f \JJ ���m" vrcrnll � CI1YOFTIARD WASHINGTON COUNTY,OREGON October 13, 1983 R , Tom Wright Mackenzie/Saito & Associates,;P.C. 0690 S.W. Bancroft Street • Portland, Oregon 97201 RE: Zoning Information, Park 217 Dear Mr. Wright, The. Park 217 Development, Phases I and II, is located within the . City of Tigard's C-5 (Highway Commercial) Zone. The C-5 Zone does not allow any type of residential development as either a permitted or conditional use (Tigard Municipal Code, Sections 18.36.010 and 18.36.015). • Sincerely, Steve Skorney Assistant Planner • SSpjr L 2755 S.W.ASH F�:CI,BO)(23597 TiGA1�D,CJREGON 07223 �'W,339-4171 ' • _..'—•�M.. +.IM+✓+IGMM,sni7A.>la�L'Ye::i.+3�'Y,Eyw Il /�I - y, V ■ ■ MACKENZIE/SAITO & 'SOCIAT'ES, P.C. 1, ' I I October 11., 1983 *`" q v / iF ; ( , M te I City of(Tigard ' P.O.' Box 23397 '° P • " ...,,,,„,,,,.it,, 1p, 0 .•YM, ,Ie' Tigard, Oregon , A.ttent i on: Steve Skorney ,,, `5 ''''.4e!'' + .) Dear Mr. Skorney: , RE: Trammell Crow Company, Park 217, Phases I and II • . •' 1,, Project Number '79328. •,.vk : Upon request of the State of Oregon, Department of Commerce (Real '-, Estate Division), T ,would appreciate, a letter from your department x, to this firm confirming the zoning designation of the property • described below. Additionally, please state that the 'subject property' does not include residentially zoned/planned land I ' ' ' Park 217, •Phase I and II, located in Section 36, Township 1 South, Range 1 West, W.M., ' Sections Land 2, Township 2 South, Range 1 West,, W.M., in the City of Tigard, , Washington County, Oregon Thank you . Please call if you have any questions. - Sincerely. , • Tom W 1gh, , P,i a ,YN�rt�l° ■ . ;. ' ,,,, g ) 1 ' .. 2 , , , , . TW/eg �,,; 4) • ii i , , ( r, ; 1 ,iffl , r:.. 1 , .4.,` ,,, eri , , . . .. _ ,‘, , , , , i , A' a„, e, , .., i, a.„4„,2_,....s4 ,. , f,,,...44 „,,,,,,,,,,:,,,, 'i,t,,44',... , ,,,,) , , , - , , , , 1,,,, ., ' ' ,i'' ' ' '1(3 , . i., ,,,, ,, , . , I 1 ,i,, 1 1 _.,' d''' ,'. , , ', , , c'ii‘,4.4,11 Ia ; I I I a OLANNE145 � . p ,t f' 0090' ; SAhJopo it .l C R OPZE612bNil 07201 PHat+I t5.08I224,b5 7p I 1 - '■ I) , •) a I,r, ti '0 0 r �t t i S �. :( / !• ./I I J ,. i I I' I a•^w., ,• n r I 4. I t',','�1.' '!!l..tlll!I ` _ ,, ' July 1J, 1981 cf.rt oF Tgexid141 WASHINGTON COUNTY,OREGON II Mr. Bruce Hosford Trammell Crow Company • 7110 SW Fir Loop Tigard, Oregon 97223 Dear Mr . Hosford: Please be advised that the Tigard Planning Commission at . their regular meeting of July 7, 1981 approved your request for proposed commercial uses for Phase II of Park 217 . The list of approved uses is attached. The Planning Staff will now prepare a final staff report for Site Design Review of Phase II . After you have acknowledged the conditions of the Site Design Review, you may obtain building permits. If we can be of any further assistance, please do not hesi- • tate to contact this office at 639-4171 . Aldie Howard Planning Director AHsmr ,,. ► encl. ' .. �..�.. .:.:.� 12420 S,W., MAIN P.,O, BOX 23197 TIGARD, OREGON 9722 PH: 639-417 St ■ A . , pm V 7 1 . i , . , ,. ,, . • , , . " . AGENDA TIGARD PLANNING COMMISSION r • July 7, 1981 7:30 p.m. Fowler Junior High School - Lecture Room 10865 SW Walnut Street, Tigard, OR , 1. Open Meeting 2. Roll Call I, ' 3. Approval of Minutes from Previous Meeting '; • 4. Planning Commission Communication 5 . Public Hearing: A. Staff Report B. Applicant's Presentation C. Public Testimony • 1. Proponent' s , 2. Opponent' s 3 . Cross Examination . , 5 .1 Conditional Use CU 4- 81 KC's Amusements/Kittleson Brown NPO #2 5 .2 Subdivision S 10-81 Winter Lake/Century 27 NPO #7 C 5 .3 Remand of Comprehensive Plan Revision CPR 1-81 Willowbrook NPO #6 5 .4 Comprehensive Plan Revision CPR 4- 81 Penterra Corporation NPO #7. IU'' lye i,,, 5 .5 Conditional Use CU 6-81 David Sohlaht/Electro Sport NPO 43 1 5.6 Sensitive Lands Permit USA Sewer: Trunk Line 1WIP0 #7 5 .7.7 Comprehensive Plan Revision CPR 11--81 Ash/Commercial NPO #1 {{;� E: ,, ) 5 . 8 Review of Park 217 Phase 11 NPO 44 ` 1 6 . Old Business ' \'i . 7. New ;usifle s ,., 8. 0t..er BuSii'iesG ,, 9 . Adjournment �����. 1111,161=11111111111111MMINIMIIIIIIIMINIMINNOMMISIIMEWIF ' , CITY OF TIGARD, OREGON PUBLIC NOTICE TIGARD PLANNING COMMISSION July 7, 1981 - 7: 30 p.m. • Fowler Junior High School - Lecture Room 10865 SW Walnut Street, Tigard PUBLIC HEARINGS „ ' 5 .1 Conditional Use CU 4-81 KC's Amusements/Kittleson Brown NPO 42 A request by Jeff Chase and Mike Kimrey for a conditional use to approve retail sales of limited time to play various games such as electronic devices, pool tables and foosball, located in the Tigard Plaza, Suite 102, SW Hall and Pacific Highway. Washington County Tax Map 1S1 35DD Lot 2100. 5 .2 Subdivision S 10-81 Winter Lake/Century 21 NPO 47 A request by Century 21 for a time extension, new lotting and • a minor change to Winter Lake Planned District Development located at the east side of 135th and the west side of 130th. • Washington County Tax Map 1S1 33D Lots 300, 500, 601, 602 . 5 .3 Remand of Comprehensive Plan Revision CPR 1-81 Willowbrook NPO 06 A remand from City Council to the Planning Commission for recon- ' sideration of an approval of a Comprehensive Plan Revision from present NPO #6 Plan Map zoning (density) classification to Al2 PD & A20 PD Urban Densities "Multi-family residential" between Naeve Road to the south and Evangle Cementary on the North, 99W to the west and 109th Avenue to the east. Washington County Tax Map 251 10A Lots 4200, 4390, 4402, 4500, 4600, Map 281 10D Lots . 500 and 600. 5 .4 Comprehensive Plan Revision CPR 10-81 Penterra Corp NPO A request by The Penterra Corporation for a Comprehensive Plan , Revision from R-7 (single family residential) to A-12 (multi- family residential)residential) on 11.54 acres, located on the west side of 130th Avenue, south of Schools Ferry Rd, Washington County Tax Map 181 33D, Tax Lot 200. 5 ,5 Conditional Use CU 6-81 David Schlaht/Electro-Sport NPO 03 A request by Electra-Sport for a conditionaLuse fot a family game center, located in the Canterbury Shopping Center, Washington County Tax Map 2S1 10A Tax Lot 1700. ,\ 5 .6 Sensitive Lands Permit M 3-81 U.S .A. Scholls Sewer Trunk Line NPO 47 A request by The Unified Sewerage Agency for a SensitiVe Lathds Permit to construct the Scholls sewer trunk line from S .W. Tiedeman west to S .W. 121st Avenue. Washington County Nap 281 3,AA (Tiax lots) 100 and 101, 281 3AB Tax lots 100 and 300, ISI 34DC, Tax lots 3601, 3602, 3500 and 1200 151 34CD, Tax lots 100 and 1..),02 . I ........4.._14.. ,•...,........• Ili. .__.. ,...• _. G,... •.w n n 4,,.._.,Lt.:.,..,«_i,......., ,r•_.,..,.....— I.. •1 ,.m:.._. •... 106 00 Tigard Planning Commission Public Notice Meeting Page 2 of 2 July 7, 1981 5 .7 Comprehensive Plan Revision CPR 11-81 NPO #1 el uestb the City Tigard for a Comprehensive Plan ,'Revision A request � to add the extension of Ash Avenue through to Commercial Street • to the NPO 41 Plan. 5. 8 Review of Phase 11 Park 217 NPO 44 A request by Tramwell Crow to review proposed uses for Phase II of Park 217. TT publish 6/23 & 7/2/81 • I t • I •k •., ..,�,..,I. .,.,..,._,...mom,_.,. n r. 5 { �� •edL,i a•..••.•.0„u-,v,,., ////I l;,j �,.,..,� •,.. 1, 1 � _ _wy�'”`-(�� ._.•;l� �.,.*-��.� + � . 1 I •h I � (;1:, • June 26, 1981 MEMORANDUM TO: PLANNING COMMISSION FROM: p ' I ",., M„ 'y • SUBJECT: PARK 217 TRAMMELL CROW NPO #5 .-wI'',. Western Rac q ue`�--�G:,lub, .--1-�r�*'came through this department on q May 31, 1978 for Zone Change 36-77 . This request was for a Planned Development (PD) designation for the two zones included in this parcel - C-3 General Commercial and M-3 Light Industrial. This project went to the City Council. as Ordinance 78-77, on November 27, 1978 and was approved. (Ref. file ZC PD 3-80 Park 217 Business Center. ) No development took place on site and the property changed hands. In December of 1979 , Trammell Crow, Mr. Bruce Hosford, requested a one year extension of the PD-ZC 36-77 . The Planning Commission approved this extension. r Trammell Crow applied for a major change in a General Plan (PD) review in February of 1980. On March l8, 1980 the Planning Commission approved, the application and added a condition "18 . Prior to the start of construction on Phase II, applicant shall submit to the Planning Commission a list of proposed commercial uses. " On May 12, 1980, the City Council reviewed this project and amended Ordinance 78-77 which included conditions of development. This amendment became Ordinance 80-38. A Site Design Review application was made (SDP 12-80) on June 6, 1980 and construction followed . The first major tennant was the SOYA Furniture warehouse, followed by several other retailers, a John Deer Tractor sales and service outlet and then Smith's Home Furnishings warehouse. Recently Trammell Crow notified Staff of its intention on to start Light i, construction of Phase II, zoned M-3 Industrial. Under the code section 18 .48 ,010, warehousing Wholesale distribution or sale businesses are allowed. It is clear from the original approval that the applicant asked for a combination of uses for this site, and was granted the necessary approvals . Condition 18 was added to insure that Phase II be reviewed. Staff recommends that you authorize uses as "adjusted" and subject Phase II to Site Design Review. One of ed e ti Site Design RR e vi ew` Will. be e ODOT approval of. , a Traffic Stu particularly re lative to the all Blvd access . 1 h 4::; sNIACKENZI /SAITO & ASSOCIATES, P.C. f •, �� � i June 17, 1981 . Mr. Aldie Howard , , 1 Planning Director City of Tigard , 12420 SW Main Tigard, Oregon 97223 • 217, Phase II �, �� ��E. Park, , •, i , #281328 , Dear Aldie. In accordal.ce with our discussion held in your office June 15, 19 81, including Aldie Howard, Frank Currie, Rick Saito, Lynn Takeuchi and Reg McDonald, we discussed the captioned project. . As you recall the approved plan development for this project generally permitted uses listed within the "' Tigard planning ordinance for the general commercial zone (C-3) light industrial zone (M-3) and the .r: t industrial park zone (M-4) . Permitted and conditional uses in these zones. ,, We discussed the need to comply with City of Tigard' s condition #18 of ordinance #80-38 . Condition #18 states, "Prior to the start of construction of Phase II, applicant shall submit to Planning Commission a list ' ' . of proposed commercial uses" . t Please find enclosed a list of proposed commercial uses. You indicated that by submitting this letter no later than June 17, 1981 we will be placed as the last item on the Planning Commission Agenda ' for July 7,, 1981. We will be in touch prior to the • ' July 7 , 19f31 meeting to clarify time, location and w any questions you might have.4 7 Sincerely, r a r e Lynn Takeuchi Architect LT:lp ARCHITECTS ENGINEERS PLANNERS R5 N E 0690 S.W. bANtRoFT ST`R PoR l b, O���ON ���o� • PHONE �0ai224. 05!V • ,. , TRAMMELL CROW ,COMPANY. PARK 217 ADJUSTED COMMERCIAL USES FOR PHASE II A PP liance store (performing incidental rel Pa irs ) Bank loan company or other financial al zns titution. Blueprinting, photostating or other reproduction process • Business machines, retail sales and service, j Commercial schools such as business colleges, music conservatories 11 and trade schools Department store Furniture store Garden supply store Hardware store Instruments,t scient,ific or professional (repair shop) Medical-dental clinic Office buildings, bank Printing shop and newspaper publishing Professional or commercial office building Real estate Office Warehousing Wholesale distribution or sales business 111111=1111111 , • (q" TRAMMELL CROW COMPA'N-, 7110 S,W,FIR LOOP TIGARD,OREGON 97223 t • (503)639-9434 October 30, 1980 „. Mr. Aldie Howard City of Tigard • 12420 S.W. Main Tigard, OR 97223 /6.. , Dear Mr. Howard: Trammell Crow Company would like to propose the following sign program for Park 217, a business park located between Hall Boulevard and highway 217 in Tigard. L. Park Signs. . - A. Identification. We propose to install two identification signs for Park 217 - one along Hall Boulevard and one at the intersection of Southwest Garden Place and Pacific Highway (enclosure 1, 01 & #2) . The actual design and dimensions of these signs are under review. B. Directory. We propose to install one single-sided directory (enclosure 1, #3) for the park. Again, design and dimensions are under review. . . 2. Tenants' Identification. We require that all tenants comply with Chapter 16.36 of the Tigard Municipal Code. The key provisions of this chapter are that no sign shall exceed in area 10% of the building frontage occu- pied by the tenant, and no sign shall project above the wall to which it is attached. Ih addition to complying with City regulations, all signs must meet our approval. We will not allow signs painted directly on the Walls; insisting instead, on raised letters. We will also require any sign to fit within the band on each building, as indicated on enclosure 2. • We are confident that our proposed sign program will result in an attractive and coordinated business park. Very truly yours, TRAMMELL CROW COMPANY Donald S. Jefferson Project Director • DSj/ddl Enclosures • • • e • • : I _ _ , • .'"'l \ ENCLOSURE I _ J• �� 1 \ \\ ,......., • - tel. \ IV\ \ . -_-•fr. ,- \\'\ '\ \Vv.. KI‘‘‘4't ,,,I.TF \‘,111,‘:--i-l'14k,A3tiAv• 1;40:-'s:mv. nofrosk,10-0, ,. tv., -.r - V _ \\\ '' :\\\ ',_--i'44.--'cs\''■ \ -- - -- t 4tt. - i . �; ' - Sl ° =. ice$ -. -I -- - - - y r^ 1 t ► \ j ! TE 9VR,WA. I"FEET ' . l \��, � _ .f� ick v ' J s .0 ..\\\\:\\\\. i -a o ` O a ff_},a fTLAND F � °d[� - ' a 3ILWAUKIE o .�`' `` \I' .,� `S' � �.►/ 1=yes,. � �r -® ` !q� . - .. -,l f'' :b'..:`� s;-'d- '' - _ - -- _ �. -- _- ;''�' !`. • : : f-_,--� ma -► w - ` ° � _ = .--_,- -------- ,..420i- 44,...46-- ,i. -,,or • co -\\\\\':\:\ LA[ IE { �1 _ r- _ tit.�� =moo `L _4. 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' Y • 91 .e' 5 c.:2) st7,/ ),, f,t,<e7' ._------"`--"—"---�' Permit Number: 34-8023 • NCIS No. : 34-8023 Issuance Date: 10-22-80 INDIRECT r •r INDIRECT SOURCF CONSTRUCTION PERMIT Department of Environmental Quality 522 Southwest Fifth, Portland, OR 97204 Mailing Address: Box 1760, Portland, OR 97207 Issued in accordance with the provisions of ORS 468.310 and OAR 20-100 through 20-135 • ' INDIRECT SOURCE: Park 217 ISSUED TO: Trammell Crow Company 7110 SW Fir L oor ~� Tigard, OR 97223 (VF • SOURCE SITE: County: ,4? ,111,0P 99W and SW Hall Boulevard Washington Tigard, Oregon ISSUED BY THE DEPARTMENT OF ENVTRONMENTAL QUALITY tql W ITuu H. Young, Director Date ADDENDUM NO 1 In accordance with Oregon Administrative Rules 340-20-033 (1) , Indirect, Source Construction Permit No. 34-8023 is modified as follows: Condition No. 1 is replaced by the following new Condition: 1. The size of the parking facility constructed under this permit shall not exceed 639 spaces. 2. Condition No. 4 is deleted. 1 I I RI r P34002.3A (1) • r I I r r rx.,wuu.u..xnvx..,u r..N uMx,r.„.,..wrw u,n,r, ,«a.uu.uu.. v.ur:,u..a , '.r,..v., a. r1n,,nv "tii•i, „ _ ... n... r.a , „i l i ,..,. . . rr. i ., • • , r Ir a.s.1 • r .', .. .,..r, , � rl, , a rlrl 1, .rrr .,.,.,,. I.. • .1.M14+wimtx�rm' .Rh • - i, n _ , „:.....w. . ..,. . ..'I,•„ .. a. .... ,. _ ..i P ..I '' \� i.., 1 ,; ° �, • STATE or OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY I i CONSTRUCT AN INDIRECT SOURCE �. :, NOTICE OP APPLICATION TO Cd��l1a �.._.�.,.....� Those persons described on the attached sheets have applied to the Department of Environmental Quality for a permit to construct an Indirect Source in accordance with Oregon Administrative Rules, Chapter 340, Sections 20-100 through 20-135e ti The Department is providing this notice in order to encourage anyone desiring • to submit information concerning the applicant(s) or the application(s) which might aid or assist the Department in making an adequate review. Written continents must be submitted prior to: January 14, 1981 Please address your comments to: I ' Department of Environmental Quality Air Quality Division Plannin g ..and Development Section Box 1760 Portland, OR 97207 The full content of the application, the Department's preliminary review, a copy of the proposed permit, and any other applicable information received to date is available for public inspection at 522 S.W. Fifth Avenue, Portland, Oregon, 229-6086. Please contact the main office of the Department if additional information is desired. 7. � I r t .. AIPN (8/80) • T 1 v, ■ ". .. �. I � • •• STATE OF OREGON ' I I I DEPARTMENT OF ENVIRONMENTAL QUALITY INDTEC T SOURCE CONSTRUCTION,'APPLICATION INFORMATION The Department of Environmental Quality has completed a preliminary review o ' an application for construction of the following proposed Indirect Source: SOURCE NAME: •, I SOURCE LOCATION: Highway 99W and SW Hal 1 B l yd. j cga rd ,' (l r� oc�_a. _.� NAME OF APPLICANT:Trammell Crow Company APPLICANT'S ADDRESS: 7110 SW !=i r Loo w ---+ Tigard, Or 97223 .. :_.I DESCRIPTION OF SOURCE The proposed project i s for i i"!G tuica of Et rt p �. development. of Park. I 0 . 4^. .I . pp.�s t :l a as ►_.�_ ? ' . Department on October 22 0 e s to r . ". f e- :a a.._ � ra: a L_ ::... �... ,k-3- y 2 o g 5 cl—sar .. P s.. .,.a r --2 of the project. The Department's preliminary evaluation, a Copy of the proposed permit, and other information pertinent to this proposed facility may be examined at the Office of the Administrator, Air Quality Division, Department of Environmental Quality, 522 S.W. fifth Avenue, Portland, Oregon. • Remarks: I , I I I I ' AIC" T (6/80) I I I I I I I I t. I I I a• ,_........tvµ..,'.l.Aµ., .........rn..Y...>_..... r.. . .r.wa n..„..n rr Y b ”' .. jUN { 1931 7110 S,W FIR LOOP " TIGARD,OREGON 97223 • 15031 639-,9434 • July 24, 1980 Mr. Aldie Howard Planning Director City of Tigard 12420 S.W. Main Street Tigard, OR 97223 Dear Mr. Howard: In accordance with the conditions of Ordinance No. 80-38, attached is a copy of trammel1 Crow Company's proposed commercial uses for Phase ha e I I of��' Park 217. The listed uses are taken from the list of permitted and conditional uses for the approved zones. Very truly yours, TRAMMELL CROW COMPANY Donald S. Jefferson Project Director DSJ/ddl Attachment • • 4 g • 0 ' �.•,.«.wI .,•,.r..�..r.. r,u.,,,.....,.,.r,•.rr�,��,..,,�.t,rr.• r/ r , ••••1,. w a..�."°.....`°'1,141,lna_'-vL r I • r .r•. r- .��,.». .,,..�.. _. r M_..� .. ....,w. r .... .,sl._..,ura....,....x:.�...�.._... .....a... r i ..�......,....r� r r.-..H. .,..yA.,:.t„n»,1',,..w4 ..1.�.:..:.......... ...............u..nu� r. ...._.... rnA .. TRAMMELL CROW COMPANY • PARK 217 Proposed Comm ex:cia 1 Uses for Phase II Appa:afe-- •e arir Appliance store (performing incidental repairs) • A - ,.. e_i+�_iCr.[.""'YJpf7 lia awsAmbl•=T, Automobile parts, accessory sales i. Bank loan company or other financial institution, Berbershop Business machines, retail sales and service Cat.e.riag-estaba+stment Collection station for,_dr_ v r y Commercial ,.�.. to.�t8 are Commercial schools such as business colleges, ��; ^�r�.� and trade schools Department store -1J.av�!v�+3a�s 7y R •r.--'�-s- �_ �J••�.•�ga�M-Ar � a, r - • N 1 i4.n'�'�i ar".i'LG'C�'"'2[S'o'LnC?d. Q C:I"f.•]C{•I.LC b, Via.lm- -i • `I n Furniture store Garden supply store ^ - _ _ is irr --trse•- ri •ine . r Hardware store s-t-r-umeht.-s-,;sricsni.,iya€ees-i p; Jewe- x-lrer Machine shop, welding shop, contractor's office Medical-dental clinic Office buildings, bank I, 1 is , 1' 1:. A...�I.,+:+,.w....a...r:uw..w..w.....•er,x r.au.r..»w.0 '�•er.uwvwWn..auw•rrrAUU„...a,run+.,n.u�uu.uv.r�-.nr.r.r,:+ru...r.,..u,.r � u ,� , ...,., i�.�„i�� �.�,.,i .r �. +1 a vim, r r ..,..,.,v...r...v n...r'rr., rr. r.rl�r„ r.a..�r r_,-.'r.,, i.. i ., ��. ,. .' „ n •, Ir�W.>.•h,.rarMl,.ptuwrnWls . 1 I • PARK 217 Proposed Commercial Uses for Phase II Continued • • j-ftg; - �--'dal-z _ J' r I I Professional or commercial office building aagard chap iie-etecarants, My ,,ai.,r e.t- aj .:- ids--s,t- e _ r _ z .r ;. :: age Va tt-I aty sto' ,e Warehousing 'ti,IJholesaie distribution or sales business , c cc _ • T _ _ ._- M • I r • Qk r i .'.,N' .i „ v.n o -•,...... ..•,.... A v •t...v,v 1.. nr. ..w.. .,..r r.,r..•.....,.n r,.. ., .,,,.�� v .-.„�,. .. ' - , .. .. ..,, .r�.�., ..,;�r♦.n..nnn GnMrMn.�rd;nlp.�11" rlv� '. ,,r ..... ., __i.:,_.: .r ..:r.. ........... ...w. � ...,,,,.,..,�.,r .. _.,._,.,,�.._....._.�....�._..,r.�_r.,�...._,...,..a.r. .,..,.., ..,a ._... .... .... .a..,A .. r._,. �...._,y.,. ,...„�r.,...,_..,.r.,_..,,. , f, ..,wr'fir I f erre 4110F T1FA: . , �� ;i. WASHINGTON COUNTY,OREGON Jay 23, 1980 REF: SDR 12-80 PHASE IT Mr. Bruce E. Hosford ord TRAM "rat CROW COMPANY 7110 SW Fir Loop Tigard, Oregon 97223 Dear Mr. Hosford: A, condition of approval of Phase II of Park 217 will be: 1. A traffic analysis of the project's impact on Hall Boulevarr3r, 'I ,,,!4,11 be provided. If the analysis indicates that traffic lights �� are necessary, the applicant shall provide at his expense, This I, report shall be submitted to the Oregon Department of Transportation, Mr. Bill Geibel, for review prior to the issuance of Building 9r Permits. Yours trx i. , die d I1,3..ng Director iAHvmc CC: Bill Geibel, ODOT Frank Currie, Tigard public Works d 4. ,;,, — 1 -42C S.W. MAIN R0, BOX r 357 TIGARD, OREGON 47223 IPH: 639-4i 71 w I � , i I 5• `�n�.rvn.r.r.wanr,..KUr.uA rr ar unrnn.ura7rx .....cn.�,w,.,u..,...y.,..,. „rte.-r�.I. .,,.r r- ,. A� -� .r '.I„.n,„,.., r.�..,., ..„ ,. ',..; ... ,.; ... ... ,, �r � �.. r.�. � �,`. .( t , ' • 1 • • P T14, YSIS PROPOSED PARK 217 • Prepared For MACKENZIE/SAITO & ASSOCIATES, P.C. Portland, Oregon ° Prepared By ASSOCIATED TRANSPORTATION ENGINEERING & PLANNING, INC. 1637 Laurel Street Lake Oswego, OR 97034 80-128 July 1980 o ' a TRANSPORTATION ANA.CYSIS • OF THE PROPOSED PARK 217 FOR TR.A.MMELL CROW CO. INTRODUCTION x This report represents the ;Findings of a transportation analysis update for the Park 217, located in Tigard, Oregon. • This report updates the original study conducted by Carl Buttke, Consulting Engineer, January 1978. The purpose of this updated transportation analysis is to assess the trans_ • portation impacts of the Park 217 development on Hall Boulevard and Pacific West Highway 1W (ORE 99W) . BACKGROUND The following data was reviewed and evaluated as pertinent to the objective • of this trartsportution analysis. Traffic Impact and Access Re uirements Park 217 Business Center, Tigard, OR Carl H, Buttke, January 1978; Addendumsto above dated September 1978 and February 1980. Trip Generation, An Informational Report, Institute of Transportation Engineers, 1976. H�1ry gMnway Capacity,"Manual, Highway Research Board Speca.�lReport 87, 1965. • Non-Signalized Intersection Capacity, Darrell, G. Wilburn, P,E. , February 1978, unpublished. Trip Generation Intensity Factors, Arizona Department of Transportation, 1976+ ' Trip seneration Measurements made by City of Cupertino, California, July 1977, as published in Western ITE, July 1978. Other background data and sources included SOURCE DATA Oregon State D viSion of Highways (OS{D) Traffic Counte 2, Traff is Volume Proj e' ctions MacKenzie/Saito 1. Site Plan P 2 Proposed Land Use • Y A • • .. .0 �R+ BASIC ASSUMPTIONS Predicated on review and evaluation of the available local background resource data identified previously, the following basic assumptions were made to guide the performance of this transportation study. o This Business Center will be developed in general conformance to the Site Plan. o Land use surrounding this site will remain basically constant until completion of the development. n,' o This development will generate vehicular trips at a level comparable to the average characteristics of similar sized developments nationwide. P o The directional orientation of the existing vehicular traffic and the traffic generated by the development, will be proportional to the area population relative to the existing street system.• n o The directional orientation of the proposed development traffic will be proportional to the original report. o The reconstruction of the traffic signal at Hall ': Boulevard and ORE 99W will improve the existing capacity problem at that intersection. i. Other assumptions made during this transportation analysis are identified in later sections of this report as they relate to specific conditions. , . 1i ti TRAFFIC VOLUME CHARACTERISTICS Traffic counts taken by the OSHD indicated a 24-hour traffic volume on Hall Boulevard adjacent to the site, of 10,100 Vehicles and a 24-hour traffic volume on ORE 99W of 41,800 vehicles. PROPOSED IMPROVEMENTS Y vision is currently reconstructing the The State Highway lei is runt�ng DRE �9W adjacent to t site. This work includes reconstruction of the traffic signal at Hall. Eoulevard. TRIP GENERATION It is an established standard in the traffic engineering curriculum that: : generate similar land uses enerate approximately the same amount of trips (One-way traffic) Traffic Engineers have me tabulated trip generation raLes for many • . t 1 • UP OID land uses. Trip generation for office, warehouse and furniture storage is based on the number of gross square feet for each building. Based on the assumed distribution of 25% office, 56% warehouse and 19% furni- Lure storage. This Business Park is estimated to generate 2,040 trips per day. ; ' ( 1 ,020 g , leaving the"sits:) Table.,1. .,is a e space, warehouse � comparison P..., 'II entering and 1 020 com arlson of office p ;, rehouse and furniture storage. TABLE 1 TRIP GENERATION PER 1000 GROSS SQUARE FEET OFFICE WAREHOUSE FURNITURE fl °. „. STORAGE WEEKDAY 13.4 7.1 1 .5 • A.M. 2.3 P.M. 2. 1 1 a,. A comparative analysis of a business park with 25% office, 75% warehouse/ furniture storage space trip generation was made. Table 2 indicates that a complex of this size will generate 2,040 trips per day (1 ,020 entering and ! ' 1,020 leaving the site) . TABLE 2 TRIPS OFFICE 900 WAREHOUSE 1 ,070' ° FURNITURE STORAGE 70 • TOTAL 2,040 TRIPS PER DAY on the directional traffic flow from the report, it is assumed � Based that during the P.M. . .,.e . . f at d � M. Peak Hour, 332 vehicles will be generated by the develop- tent (87 entering, 245 leaving). Figure 1 indicates the directional flow of traffic during the P.M. Peak hour. I • i ^• rF .. n , , . • 1. . 0 1 a ......................, . , , .. . . ., . . Nr 1 7 SITE ingl ACCESS RD (71.-**-"----"'"4'. - • 1 • , F34 le 23 • • • I FIGURE i• 1 987 TRAPFIO WITH SITE DEVELOPED (P.M, PEAK H:. OUR VC LlS) . I _ I ? I' I ' ,fl..�...�_.,».,...yr..,�.,,,...w_�,.,.�,,.....�W. ....�i,'.w.,. •.,....,.-,.,_...,..�.............W...,, , n , . I, Y ■ L . . • r • • • A • :, • tI • • • 9 � a ®� .r" '7� 61S • {: f,..c1:: 1 I TE i. • M A iii , C A,C G E S.S R B. • • 798 . , 1' 801 VOLUMES, GBNFRATED' BY:, � '.. D�VELOPME r4 Io VoI,ui • y ' ....n.,a..,0,..+a......itwo,,,, /, . (, 410 TRAFFIC VOLUME IMPACTS The measurement of a roadway's ability to process the demand of vehicles is expressed as Levels of Service. These various levels are defined in Exhibit 1 . The maximum Level of Service (E) is known as "capacity". The capacity of a roadway is measured at the location of least capacity, such as inter- sections. The 'T' intersection of Hall Boulevard and the proposed access road represents a point of least capacity. Based on recent research of non-signalized intersection capacity, various levels of service and associated traffic volumes were calculated and tabulated in Table 3. The maximum hourly (one-way) traffic volume floe (P.M. Peak Hour) on Hall Boulevard is 625 vehicles, with 16 vehicles estimated to turn left into the proposed site. The maximum hourly one-way flow on ORE 99W is 1 ,840 vehicles with 32 vehicles turning left into Garden Place. Comparing these volumes to Table 3, the present levels of service on Hall Boulevard are at ) Level of Service C, and Level of Service D on ORE 99W. TABLE 3 MAXIMUM VOLUMES MAXIMUM VOLUMES LEVELS OF SERVICE HALL BOULEVARD ORE 99W • B (Slight Delay) 600 1,600 C (Acceptable Delay) 700 1,700 D (Tolerable Delay, Urban Design Level) 800 1 ,900 • E (Capacity) 900 2,100 • Based on the comparisons on Table 3, it is estimated that the traffic generated by the development will not have a significar' -mpact on the Levels of Service • for Hall Boulevard or ORE 99W. TRAFFIC SIGNAL WARRANT EVALUATION The Manual on Uniform Traffic Control Devices (MUTCD) has established specific warrants which should be Met before a traffic signal is installed at an inter- section. Careful analysis of traffic operations and other factors at a large number of signalized and unsignalized intersections, coupled with the judgment of experienced traffic engineers, have provided the basis for the establishment of the MUTCD Warrants that define the minimuw Conditions under which signal installations may be justified. Unwarranted traffic signals (as well as im- properly design, operated or Maintained signals) can prove detrimental to safe and efficient traffic operationS. They cat cause unnecessary and/or excessive ) .i . ! ,........... .,..,....w.... ,......an ..»a.«.. , ,,....,.,,,,.»Ji.-......... -,I„1....,-._..,a,....a.w.......Il...,.... ........ e. ..... ,w..u.,r... ,+.......-,n.. ....._.,n..._._.. ...»..._4:.-,+t_e:1.-. ..J_ • EXHIBIT 1 LEVELS OF SERVICE • ' I Level of Service is a qualitative measure of the effect of a number of factors 401 ?' which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience, and operating costs° Level A (Free Flow - Relatively) No delay due to other vehicles. o Level B (Stable Flow - Slight Delay) An occasional delay due to other vehicles. o Level C (Stable Flow - Acceptable Delay) Most drivers feel somewhat restricted, but not objectionably ro ' o Level D (Approaching Unstable Flow - Tolerable Delay) Vehicles may be delayed during peaks within" the peak period, but a low demand to permit periodic clearance to prevent excessive queues. o Level E (Unstable Flow Congestion - Intolerable Delay) There may be long queue s of Vehicles, and d delays may be great. I I o Level F (Forced Flow Jammed) y The traffic system has ba sically broken down. • • I I source! Hig hwa C. a a rtI : Han.,.�u a ; Highway Research Board Special Rep port #8 7; , #96Sy I I H . .r r r„ '.,,,a.n.. „P,1,a ,.,,I.,.,u........o•,x.e",1 IYI ,x .,1-n .m. 1 1 ' I. .,..., _ , .., _ A I, x,. e 1 v I In ,,,v.I o-e.x I "....,..•d. „ ..,._ .., ,., ... _ ,. ,. ,. .., », ,. . n .. . IIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIMIUIIIIIIIIIIIEIIIIIIIIIIIIIIIIIIIIIIOII 4 I , 1 F,. , N.. Al 1 i , . 110 . 4.........................=......................., 0 delay to traffic flow and may result in a significant increase in the frequency of accidents - especially rear-end collisions. The provisions of the 1978 revised edition of the MUTCD have been ,adopted by the Oregon State Highway Commission, along with, a special Oregon Supplement, ; ' opera- , a- x t installation, r in Lhe o �. n 5 V fiCation p eci 'c' and as the official policies i p governing • ' tion, and maintenance of a uniform system of traffic control devices upon all streets and highways within the State. This State policy stipulates that traffic signals should not be installed unless I b a comprehensive investigation of traffic conditions and physical characteristics ;t of the location determines that installation, of a traffic signal' is warranted. The specific criteria are detailed in the MUTCD under the following warrant categories. • Warrant 1 - Minimum vehicular volume �I Warrant 2 - Interruption of continuous traffic Is,' Warrant 3 -, Minimum pedestrian volume Warrant 4 - School crossings Warrant 5 - Progressive movement Warrant 6 Accident experience Warrant 7 - Signal systems Warrant 8 - Combination of conditions The two primary warrants for justification of traffic signal installation are _ Warrants 1 and 2. l'he requirements of these two warrants and the evaluation i`. of current traffic volumes against these warrants are described below. . , Warrant 1 � Minimum Vehicular Volume. T he warrant requirements PP cable to signalization of the intersection of ORE 99W grid Garden Place, and ,, Hall Boulevard and the proposed access road, are as follows . - " ORE 99W & HALL BOULEVARD h. . GARDEN PLAGE PROPOSED ACCESS MAIN STREET 600 500 SIDE STREET 150 200 , } i� 4 Warrant 2 Int exr� •tion of Oontnuc u s 'Traffic. Thi s warrant requi res res . � , the following traffic volumes. . ORE 99W &' HALL BOULEVARD GARDEN PLACE, PIOPOSED 'ACCESS ' E 9 0 O 750 MAIN STREET T ,,, SIDE STREET 75 100 lk, '7 1 I iir�i�iw a ,,, ,u'..., a" . .., _.,.,x.,:!.'.. ' _ .. _..' r_,..,.:.. .. ... __. .a._._..._...I,,...�1.. _J......«.a.,.rf rr„L -rr..-..L.....,,a-a✓.w... ..x..m.,aa..r_....ea,.r....I,,.I:... a..l in.w.-,.nl... ..{pia.rA'Mm. I. ' A” 4111) The projected total 8-hour volumes (1980 volumes plus estimated traffic gener- ' ated) entering the intersections were evaluated against the minimum criteria in the MUT'CD Warrants 1 and 2 to determine whether signalization would be justified upon completion of the park. The volumes summarized in Figures 1 and 2 have been correlated in Tables 4 and 5, relative to the minimum 8-hour • , volumes required for signal warrants 1 and 2. As a comparison of Tables 4 and 5 indicates, the main streets satisfy the warrant requirements, but the side streets do not. Therefore, no signals are required' at this time. I It is estimated that the park can generate an additional 1,465 vehicles per ' day before the Hall Boulevard intersection will require signalization. An additional 605 day are re trips per da required before the ORE 99W and Garden Place P q n intersection will require signalization. Figures 3 and 4 show the distribu- tion of traffic required for signalization. Tables 6 and 7 indicate the warrant requirements for both intersections. RECOMMENDATIONS A left turn lane be constructed on Hall Boulevard for left turning vehicles into the site. It is estimated that approximately 135 vehicles per day will make this movement. During the P.M. Peak Hour, it is estim ,;ed that 16 vehicles will make this movement. This storage lane should be a minimum of 50 feet in length, with a maximum length of 100 feet. • • • i a ..- Y... ,,.,,.n.x.✓,.a_, A_ .a,......„w ..,....,....,.,..s.a.wa......r ,•.._,_........,,„...,.,-.a.,_ ,. . .... r,...�.., ,. ...x., ...n, nn ; ...-a.a_wMMm�n�7'^R'eot''.y1,. I .�„u I. 1` # 1 ' r t i I . N ,p y AO ,,,., . V 014 ',.01 TABLE 4 SIGNAL WARRANT EVALUATION , BASED ON 1980 TRAFFIC VOLUMES Wp . • PROJECTED 1980 ENTERING VOLUMES HALL BOULEVARD SITE TRAFFIC COMPOSITION ` BOTH APPROACHES PROPOSED ENTRANCE2 Total Traffic 6,553 492 , Entering Site 221 -0- F j g Leaving Site 271 492 0 WARRANT 1 Minimum 8-Hour Volume Requirement 4,000 1,600 Warrant 1 Satisfied? Yes No y WARRANT 2 Minimum 8-Hour Volume Requirement 6,000 800 • Warrant 2 Satisfied? Yes No r 6 TABLE 5 SIGNAL WARRANT EVALUATION ORE 99W & GARDEN PLACE BASED ON 1980 TRAFFIC VOLUMES ' 1PROJECTED 1980 ENTERING VOLUMES • ORE 99W GARDEN PLACE2 TRAFFIC COMPOSITION BOTH DIRECTIONS ONE DIRECTION • Total. Traffic 22,401 412 Entering Site 462 -0- Leaving Site 412 412 A e .w. WARRANT 1 Minimum 8-Hour Volume Requirement 4,800 1 ,200 Warrant 1 Satisfied? Yes No . ; , WARRANT 2. Minimum 8-Hour Volume Requirement 7,200 600 Warrant 2 Satisfied? Yes No . 1 ti s 2 67% of the Total 12 Hour Site Operation (8 Hours)NOT Et Highest 8 Hours tki . .A���A , ' ,„-,A wry a' m 410 TABLE 6 er SIGNAL WARRANT EVALUATION BASED ON 1980 TRAFFIC VOLUMES AUMMEMIlatiMMONW WITH THE SITE GENERATING 4,110 VEHICLES PER DAY PROJECTED 1980 ENTERING VOLUMES TRAFFIC COMPOSITION HALL BOULEVARD SITE Z BOTH APPROACHES PROPOSED ENTRANCE . Total Traffic 6,553 810 Entering Site 663 -0- . Leaving Site -0- 810 WARRANT 1 Minimum 8-Hour Volume Requirement 4,000 1 ,600 Warrant 1 Satisfied? Yes No WARRANT 2 Minimum 8-Hour Volume Requirement 6,000 800 Warrant 2 Satisfied? Yes Yes TABLE 7 SIGNAL WARRANT EVALUATION ORE 99W & GARDEN PLACE BASED ON 1980 TRAFFIC VOLUMES 0 , 1PROTECTED 1980 ENTERING VOLUMES ORE 99W GARDEN PLACE2 TRAFFIC COMPOSITION • --'. BOTH DIRECTIONS ONE DIRECTION Total Traffic 22,401 603 Entering Site 678 -0- • Leaving Site -0- 603 b WARRANT 1 Minimum 8-Hour Volume Requirement /1. 8o0 1,200 Warrant 1 Satisfied? 3 i � .� Yes No WARRANT 2 Minimum 8-Hour Volume Requirement q 7,200 600 Warrant 2 Satisfied? Yes Yes . NOTE,t 1 Highest S Hours 2 67/ of the Total: 12-lour Site Operation (g Hours - f,0,,,.......,...,...,....._... ..._.i_,__ • , Nt. „ ,p �,,� �. '� ... ss.a.'.+, «...4.. . '4..1 _«:....,'.a i. i..:......l x,_:-.t.Ua....+_.1_ .�i..�. ,✓«J.-...OI,N. Yi-+]. , , Lilo. y I,1 VP N • 0��•9% 6 is ............i...„............... , . ......*''."14 1, 1 4i, 1 • • 11 1 • g=;', ..,,,, SITE i y i ..we ,...r I •.e MIZ ACCESS RU .�._. i 7" , I j L 38 (\''''''''''''''''''''.............,1 , .. pit ill � I .' „, FIGURE D 4 P.M,.M, 1 HOUR TRAFFIC SITE GENERATING PE �" i � i y 10 VEHICLES PER DAY) 1 � • • 11 I , I rnur+esnra�eevemwlrYee� ���� llliii�� 1, 1, • .,.. r.... .. I. .-._ r..,'.J._.,r_, ».-.,,....1..-, ........... ...r..n ....,.,....,,.r..,r.4....�n....a....,»...,..A, ...�, ....J.,.,qJ,a.,-r..»-...,.r»u. ,.:A.... ...r. .., .I...k,..rw-, -,.Ir. M..„....,......+, ,r....n.... I II Y ■ N . a 1 , . • r • %tSt 6E39 r C:3 f 1�, • d. SITE C 111C3 I WE n 1 ACCESS R.D,...,,,,r,,r,� 1 . / 2 30 . r i r 970 ci� `I ' '°`40►. 405 t.I it FIGURE 4 I r AD x WITH SITE GENERAT C I 4 11 C VEHICLES PER DAY x , \ ,"r' �ic�.ira.di..:aar�.led�siia °aarrt�i'A:..-'�dYaetirala�uK' • , i,•.....�.,..tea,.,.,».....rrr.,.,���.,.r,,r_r.,.r,w,•,,,,..��.�.r.µ,.>,r.�..,.�.,r,ww.4,r,.,,w ,.W.,,r:..,,,.,, ., �r ,,.r, .r.,.. ,.,. ,,,.. . ... .., r . .r r w.r .,.�.. ,r I n • ■ V y l • . A STAFF REPORT ''' • SITE DESIGN 'REVIEW TIGARD PLANNING DEPARTMENT . ' June 27, 1980 1 City Hall, 12420 SW Main Street . DOCKET: SITE DESIGN REVIEW, SDP. 12-80 (PARK 217 BUSINESS CENTER) APPLICANT: TRAMMELL CROW CO. OWNFR:, SAME U r ' ' 7110 SW Fir Loop Tigard, Oregon 97223 A r APPLICATION DATE: June 9, 1980 1, • " REQUEST: Site and Design Review for a proposed business center which includes office, commercial, and light industrial uses. LOCATION: On Garden Place, 150' south of Pacific Hic-hway 0,7a1h„i, Co. Tax o Map 2S1 1BB, Tax Lot,. 200) ZONING: C-3 General Commercial and M-3PD Light Industrial Planned Development District PARKING: Office/Commercial 118 spaces Light Industrial/Warehousing = 188 spaces TOTAL REQUIRED = 306 spaces TOTAL PROPOSED = 693 spaces .. PREVIOUS ACTION: i The Tigard ?laming Commission on Larch 18,. 1980 approved: the applicant's request, with conditions, for a major change of the General Plan and Program concerning Park 217 development. • • Ordinance No. 78-77 and the conditions listed therein pertaining to the Park 217 Business Center, are amended and replaced by Ordinance No. 80-38 (See Exhibit A) . 7 On December 4,, 1979, the Planning Commission approved a request by the applicant to extend the Planned Development Designation on the subject pP 1, site with conditions 1 . On November 27, 1978, the. City Council approved a Zone Map Amendment for j the subject site with conditions (RE: Ordinance 78-77 and Zone Change 1 ' ' ' ZC 36-77) • I. } SITE PLAN AND DESIGN REVIEW i The applicant is proposing to develop the site in two phases': The Site I Plan and Design Review is applicable to Phase One only. As indicated by the Phase Plan, the initial Phase will OndompasS the development of all accessways, utility survices and the construction of the southeaster ', four structures (i.e. Bui i+Jings 3, 4, 5 & 6) a 1 II sl + ' f° 5 h s i f STAFF REPORT SITE DESIGN REVIEW, SDR 12-80 • '• TIGARD PLANNING DEPARTMENT June 27, 1980 i Page 2 r . The site is bounded on the west by Hall Boulevard, on the east by Highway 217, and situated south of Pacific Highway. The site generally slopes y toward the southeast corner. ti 1: The development is enVisioned as a "campus"oaxnpu1ik&Y se sting of low, 'principally single story, structures to be used for business and industry. . The intent of the Planned Development designation, which is to provide • opportunities to create more desirable environments through the appl,icati°on of flexible and diversified land development standards, has not been adequately addressed by the said proposal. f STAFF RECOMMENDATIONS; W Staff recommends approval subject to the following conditions: 1. That the applicant comply fully with the conditions set forth in Ordinance 80-38 pertaining to the proposed development prior to issuance of Building Permits. 2. That the site plan and working drawings be revised and resubmitted to reflect the following additions and/or deletions: a. A pedestrian pathway system shall be provided within the site (additional Space should be provided where cars overhang curbs) for purponnes of: 1 Connecting parking areas to the buildings; Encouraging the separation of pedestrian movement from vehicular traffic to the maximum extent; and; . Providing access to the designated usable oPen space(s) ;� b. The so-called t"f Loodpiain treatment areas" be incorporated into a usable open space plan to provide landscaped and recreational amenities to the benefit of all the people using the development. 1 c. Truck areas be properly screened from parking areas and that normal r auto traffic be separated from truck movement to the maximum extent • d. provide for a barrier- free accessway from designated parking areas and public walkways to all building entrances: I , e. Provisions for the handicapped must consider movement' which is free of barriers sudh as curbs and/or abrupt change in level. ' o b i M Q r* r d f# , 4 , is..,..,,.,..„..,,,...,,w, r' , 1 4 - .1 I ) 1. • v • • • • STAFF REPORT SITE DESIGN REVIEW, SDR 12-80 't'IGARD PLANNING DEPARTMENT June 2 7, .1980 • Page 3 f, Parking spaces, south of Building #3 shall be deleted to promote hrb . • free-flowing truck movement. 6 g. The southeast section of Building #3 shall be setback an additional nineteen (19' ) feet to allow for sufficient manuevering space. h. In odder f6 promote the usage of mass transit, .bus shelters shall be �� .� provided�along )Fall Boulevard and Pacific Highway in conjunction 'with,° 'ri-Met and. the City of Tigard Public Works Director. 3. Detailed engineering drawings, depicting proper on-site circulation: g shall be submitted for review by the Public Works Director, City of • Tigard. Areas of concern include access control along Hall Eoulevard and Pacific Highway, and properly controlled on-site circulation at . the Y-intersection. ? w 4. The applicant shall obtain from the Department of Environmental Quality • an Indirect Source Permit. 5. Any tennant modifications shall conform to the City Code requirements and subject to approval by the Tigard Building Department. * . 6. The applicant shall comply with all additional changes aS depicted on the site and circulation plan. 7 Phase II of the J pro'ect will be subject ect to Site Design Review prior to • f � g the issuance of Building ,Permits. 8. No Occupancy Permits shall be issued until all Conditions placed upon this development by the City of Tigard have been satisfied and inspections verifying this hae been carried out by the appropriate department. 9. No changes will be made to approved plans or specifications unless formal a pp lication is made to the appropriate City dep artment nn d changes ' are approved by that department: Application for changes will, be made in writing and Shall include applicable drawings. ?, 10. Gradin g plans and construction plans o n all publid rights-of-Way shall be submitted and approved by the Public Works Director prior to commencement of Work. 11. Public water service and sanitary service shall be installed 'to this Site •prior to the issuance of. Building Permits, • 12. All existing or proposed ut±liti,,s shall be placed undergr'ouud.. Street lighting installations shall be approved by the public Works Director. • • • STAFF. REPORT SITE DESIGN REVIEW, SDR. 12-80 TIG ARD PLANNING DEPARTMENT Page 4 1 i ;Gyp( 13. No Building Permit shall be issued until the expiration of the twenty ,y (;20) day appe..,1 period from the date of approval. 14. Improvements may be bonded,prior to issuance of Building Permits however, all improvements shall be made prior to issuance of Occupancy z Permits» 1 d 15. That street improvements be constructed �to the. a royal. of the Public ,. P PP Works Director prior to the recording of the final plat or issuance of a Building Permit. • Prepared b .1'A,. I B. Babar , Approved by oe ( Cot ity Design Planner . ng ector NOTE: This acknowledgement must be signed and rettrned to the City of,Tigard, • Planning Department. Vailure to return this acknowledgement will result • in no father action on this project with regards to issuance of Building Permits or e1agi eer g approval. Si• . re , ::e.lid ) ' efr" t,k/ ignature')", •wrier) Dat Signature (owner) , Date • • m l ^ P / c tr,4 e°"1"'Ig111' CITY OF TIGARD, OREGON 4: ORDINANCE NO 80- 3x AN ORDINANCE AMENDING ORDINANCE NO. 78-77,CONCERNING PARK 217, REPEALING ALL CONDITIONS IN SECTION 2 AND DECLARING AN EMERGENCY. WHEREAS, The Tigard City Council is aware of ownership transaction since the writing of Ordinance No. 78-77, making major changes in the Zone Change Planned Development located at Wash. Co. Tax Map 2S1 1BB, Tax Lots 200, 300, 800, 1100, 1101 and 1200. THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1: That the Conditions listed in Ordinanct No. 78-77, Section 2, be repealed, and replaced with the following Conditions. 1. All development on this site must receive Site Design Review approval prior to the commencement of any work. 2. That a dedicated street built to commercial street standards as dictated • by the Public Works Director be provided through the property from Hall Boulevard to Pacific Highway via Garden Place and that the applicant • petition to the City Council to vacate the remaining portion of SW Garden Place. 3. That a left tarn refuge lane, to include striping, be provided along the Hall Boulevard frontage and that a half street improvement (to include curbs and sidewalks) also be provided along the Hall Boulevard frontage. All improvements to be subject to the Oregon Department of Transportation. 4 4. That no parking be allowed along Hall Boulevard from Pacific Highway to SW Knoll Drive. This will require a no parking ordinano 1 via City Council • action, 5. That, no left turns occur from Garden Place into the westbound Pacific Highway traffic and that approach street improvements to Garden Place from Pacific Highway be providd per the Oregon Department of Transportations requirements. • 6, No Occupancy Permit8 shall be issued until all conditions placed upon • this development by the City of Tigard have been satisfied and Inspections Verifying this have been carried out by the appropriate department. • 7. No changes will be made to approved plans or specificatiOns unlesS formal application is made to the appropriate City department and changes are , approved by that department., Application for changes will be made in ' writing and shall include applicable drawings. " t elcy5" , . • — !7.."'"4."4,Wn.M 1-4< . r r r w ....a if W.aµn v• ,•'Wrh.-. Y.+41W.40.w44.lVYL,ar.{on f♦. r ifµ �O"M ! �' '• I Y, ., b 8. � Grading plans and construction plans right-of-ways shall be p .� on all public rxgY�t of�- submitted and approved by the Public Works Director prior to commencement . of work. • 9. Public water service and sanitary service shall be installed to this site prior to the issuance of a Building Permit. 10. All existing or proposed utilities shall be placed underground. Street .� g P P P g•I lighting installations shall be approved by the Public Works Director. 11. No Building Permit shall be issued until the ,elpiration of the, twenty (20) day appeal period from the date of approval. r ' 12. Improvements may bonded prior to issuance of Building Permits. 13. That the applicant satisfy all requirements placed on this project especially . N in the area of the floodplain by the Public Works Director and Building Official. e to provide analysis site for the Works 14. Applicant p- 'de soils analysis of the Public GVo Director's approval when the construction plans for the public improvements are submitted : 15. That truck traffic between 7:00 p.m. and 7:00 a.m. to the site be prohibited. 16. Access to Tax Lot 301 be to the approval of the Public Works Director, r the applicant, and the owner of Tax Lot 301. 17. Specific attention shall be paid to alleviation of the drainage difficulties experienced on abutting properties. 18. Prior to the start of construction on Phase II, applicant shall submit jl to Planning Commission a list of proposed commercial uses. 1'� Sec tion 2: Inasmuch as it t is necessary to th e peace,A he 1� a n and safet y I of the public that the foregoing change in the City's records become effective, an errergency is hereby declared to exist, and this ordinance shall be effective upon its passage by the Council and approval by the Mayor. PASSED: B vote of all Council members present this / A �P .� ~" • day of ; 19 i after being read times by 0� two wa✓.l�/^4r nt'►1ber and title only. Recorder - City of Ti. d PP ROVD t By the .Mayor this day 'off " 198 0 4 ? ' R ayor ty if igard I G Ordinance N o 80 • ' page 2 .. .wA�•..a.• x . • r4i 9 f. "I;, 4 t ,*ORECON* 0°4 11 11 RfIL .f111-E PRiE:t111 [11.11. • ''&4,74.119 liptp% Fc.; P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 • RUSSELL WASHBURN, CHIEF 1.4s, • June 23, 1980 Mr. Aldie Howard, Planning Director City of Tigard 12420 S.W. Main St. • . Tigard, OR 97223 Re: Park 217 Dear Aldie: We made a site plan review of a plan that was located in your office —\\. that was dated June 9, 1980. The plan was done by Mackenzie Engineering. The street access shown and the hydrant location shown on that plan are acceptable to Tualatin Fire District. • , . Thanks for allowing input in this matter. • Sincerely, • (-.(2.'14,,,t- • Joe reulich' qgp ty Fire Marshal JGmt• . A cc : Dennis Woods, Mackenzie Engineering • 'at '4 \ . I • „ , , • . . . . . . . . . , . . , • • . .. . . . ,. . . .• •-- ••,-- , DESIGN RENEW I APPLICATION • (Use File # oh all correspondence) CITY OF TIGAD PLANNING DEPARTMENT ' FilP:# 171,,Lia, ' 12420 SW Main Street Tigard, Oregon 9722 , ' Fee Re&d. /.,...r.„. ,.„..„ , . Receipt # . . . .\9. (;))\C1 Date Ree.d444ii' • . , n ',,,„,` ' , , ,.., \\".■s\I 6., , . . . THIS MUST BE COMPLETE BEFORE IT WILL BE ACCEPTED BY THE PLANNING DtpARTMENT. .. . . : d,• , . , . ' The "contact person” named in this application will receive all ,,.• . , correspondence from the Tigard Planning Department and that person is responsible for providing same to owner, architects, engineers, ,. consultants, etc. , n In this case the "contact person" is: 17*,-/Irlr NAME mAc.--Ki Z._t EL./,5.7-1,I-c... ADDRESS (-2(0.41,v C.Lk), 54.r.--(c...o.—e7 Pc7.11..11..41_,ALLn217...e.6....,CDNi cri 7-6 i ■. (Street) (City)---(State) (Zip) TELEPHONE ,L,24- -cisi,c, _ I have read this section and I agree, as the "contact person", to provide ail information to other persons With an interest . , . • , .. , in thi project, . f ' ./' ..c....—,.. (i L, ci ./ .7./AuLcavitii:( /7,--,4**) ..2.:2/24i41. 7 /7fir1 — SIG Ar'-URE - — ' L DATE , ; . , r PLEASE PRINT OR TYPE IN INK . . PROJECT TITLE FA4...K... (2.17 r,. .2.15:.kv-Art., L..swieta-- . . , eiti er-,:,,,,,„.,,,„ ,,,,),,„. i.-,...,,,7'` ''''-. •!„., ,,,,L^.! /4.1-4•',''''.• ''- ' I PROJECT ADDRESS: ' V,.Lc,t.kry•-'"4---Trr--7'7--.'--tr----t -t,-,,A=.------ A,',,&':‘;-‘-„, ,, 1 ! 1 • TAX MAP #: (6,-,11.66 TAX ''.7 ,7,';'(:;,-,2t("b&C)/16(01 1 V-ri • • NATURE OF PROPOSED DEVELOPMENT , . , .. , . , . • t. . , r CIRCLE AS APPLICAELE 1; 0.. i. .. „. • OWNLR/DEVELOPER1S NAME 'T'tz Afrt&I e...i...L ADS (D11,88 1 -,..--, '...,Lki 51 ft, L T A 1„.K.,, c.)V--E---c,e.4,4_. C i ee,t- — 1:.! TE1767617) (diriT---(8tutp) . ' (Zit75–'--- ThLottotil..1 (tits,) (.----,,41-,14,.,4.- '---- SIGNATURE: t': . REORESENTATIVE'8 .NA...12 . AbD4Ess, al, 4...i . .',(10. gANiC11,6E1J. PA)ILJL4Ntr2 t=tet.t;KNQ'i ............--- —017—)tY,,, PnoNt (111480 ': , , 4 I . , • 6' ' ' ' • 4,• . . .I . - ( • [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] • l_ ,, u ,1 ' CITY OF TIGARD, OREGON t ORDINANCE NO 80- 3.i AN ORDINANCE AM.ENDIN(1 ORDINANCE NO. 78-77,CONCERNiNG PARK 217, REPEALING ALL . CONDITIONS IL, SECTION 2 AND DECLARING AN EMERGENCY. WHEREAS, The Tigard City Council is aware of ownership transaction since the writing of Ordinance No. 78-77, making major changes in the Zone Change Planned Development located at Wash. Co. Tax Pap 2S1 1BB, Tax Lots 200, • 300, 800, 1100, 1101 and 1200, THE CITY OF TIGARD ORDAINS AS FOLLOWS: Section 1: That the Conditions listed in Ordinance No. 78-77, Section 2, be 'ill . repealed, and replaced with the following Conditions, 1. All development on this site must receive Site Design Review approval prior to the commencement of any work. • 2. That a dedicated street built to commercial street standards as dictated ' by the Public Works Director be provided through the property from Hall , '' Boulevard to Pacific Highway via Garden Place and that the applicant , • petition to the City Council to vacate the remaining portion of SW Garden " Place. 3. That a left turn refuge lane, to include striping, be provided along the Hall Boulevard frontage and that a half street improvement (to include curbs and sidewalks) also be provided along the Hall Boulevard frontage. r;. All improvements to be subject to the Oregon Department of Transportation. 4. That no parking be allowed along Hall Boulevard from Pacific Highway to SW Knoll Drive. This will require a no parking ordinance via City Council action. 5. That no left turns occur from Garden Place into the westbound Pacific Highway traffic and that approach street improvements to Garden Place from Pacific Highway be provided per the Oregon Department of Transportation's requirements. G. No Occupancy Permits shall be issued until all conditions placed upon m . this development by the City of Tigard have been satisfied and inspections ' , verifying this have been carried out by the appropriate department. 7. No changes will be made to approved plans or speacifications', unless formal l' application is made to the appropriate City department and changes are approved by that department. Application for changes will be made in ,j wr itirto;" Awd shall;. iric: ude applicable drawinc s. P \ 7 fl 41r1, 4 41, 11H I 1. 1 8. Grading plans and construction plans on all public right-of-ways shall be submitted and approved by the Public Works Director prior to commencement of work. 9. Public water service and sanitary service shall be installed to this site prior to the issuance of a Building Permit. 10. Al]. existing or proposed utilities shall be placed underground. Street Lighting installations shall be approved :Loy the Public Works Director. 11. No Building Permit shall be issued until the expiration of the twenty (20) day appeal period from the date of approval. • / 12. Improvements may be bonded prior to issuance of Building Permits. 13. That the applicant satisfy all requirements placed on this project especially in the area of the floodplain by the Public Works Director and Building Official. 14, Applicant to provide soils analysis of the site for the Public Works Director's approval when the construction plans ror the pLfrilAC improvements are submitted. 15. That truck traffic between 7:00 p.m. and 700 a.m. to the site be prohibited. 16. Access to Tax Lot 301 be to the approval of the Public Works Director, the applicant, and the owner of Tax Lot 301. , 4 • 17. Specific attention shall be paid to alleviation of the drainage difficulties experienced on abutting properties. 18. Prior to the start of construction on Phase II, applicant shall submit to Planning Commission a list of proposed commercial uses. Section 2: Inasmuch as it is necessary to the peace, health, and safety of the public that the foregoing change in the City's records become effective, an emergency is hereLy declared to exist, and this ordinance shall be effective upon its passage by the Council and approval by the Mayor. PASSED: By 404...LL.i.. ..stg„.i.* vote of all Coundil members present this day of pi , 1980 , after being read two times by number and title only. Recorder - City of d 2.1.P.t>ROVEb: 8y the Mayor this tA, --- day of 198 . • gayor - C ty Tigard „ Ordinance No. 80 ZCPD 3-80 - , . . .. . , . „. . , . . . 4117;1 ,' • ' ' , , , , , , . . , , . . . . „ , . • L' , , , , , • , . e . . , , , , . , ■ . , .. . ,, , , • . -. • CH2M • , . . . .. . , , .. !!'1/ HILL ..„,.. „..., :. . ... . . engineers . . ,. . . , planners . . economists' , . scientists . • • ,. . . . February 25f 1980 • .. :,. :7 P12298.A.0 ..' • : 4 . / . • / • ' . •..4 1: n me. Hapcy Trople i/.. McKenzie Bnlineering. . - t 0690 S4W0 Bancroft , 4, •: -,'. Portlandr 'Oregon 97201 . ' c,H ! , i, ' . Deal: Mao Trople: . . ; ..., . subject: Flood Flows and Blevations fc , —i. Tributary to Fanno Creek .t A7 ' : .?, This letter serves am documentation of our telephone con- • , . versatiOn on February ilr 1980. ., CUM 1.111,74 is currently preparin5 a storm water managament .. • study for the City of Tigad. As part of the study, a , • . hydrology model for the entire Panw Creek basin has been . • . . il. veloped, and calibrated to existing flood estimates,. The, , , _ . model. Mt been uwed to predict flood discharges that coula , . . , exist under a fully developed basin.. . ,. .. .;„, , The indlotrial site that we discussed ig located oithin the , . - ;: •-'-':d.',: , 1042 mi4 drainage area of a small tributary t Fonno Creek. . (M2M HILL has developed peak flood, di.',.:..chayses at the mouth ' I of this tributary appoximotely 2,000 feet dot Metre= of . . nunziker street. The peak flot# est IJAates are sinvirtarivyl , 1., ..,,..,:. below* , , . . , Peak P1ow6 (cfs) ?long teturt Tnttrval .,, . . c• - , 1.0_2E, 100 ,..4 NI: ....... .:', ,,• , , . . , . RniOting Condition 201 317 „Full Developtent 154 376 . ,. _ • . . The exiating conditiOn flows were, Obtained, from the, cali , , . . brated watershef1. model 1t1Ob The basis of mOdol 1 H ' 'oalibrAtioit was '?,111(,s Corps oi! Bugirwees (COM, Flood Tngiurana-', i • , . • study (flu) flowo along Panno Creekr 8ummor Crooh'0. ona Awl: ..., . Creek,. The 611 devOlOpment condition provides a greater ,'! ,• • ' rilneft volume t resUlts from 02., 40 ipercent4nwe.46Ase 411' ., :. impervious oroa (i.o. .0 impotviousnesa, Was incre4Sed to .04.5 .. 01 ) . . . , , PoitiAtid,Oilke , , , , . 20 SM.totrket Street,121.11 Hoar, k)rtland,,Oregon 97201 . 91/224L9190 Ceble':CH2/0 171ILL, I „ I I I 1 • ` ,i4 A' , .' . . i'i' Y . • i..1-v• ', e') ..,,,ici,,..,--,,-- , ' . / 4. . . . , . ,tv I . i V ,, ', ,ij ,,I, , ■ ..:'-• , ,•0 ' n . '!' .1.•'' • " n '. . `.1'y a t . - -• ,, - _ . .. ,.. tit . f ��� 'p �� ' i ., ih e : or, i 11, M s w p vi : ,o . ' ' v t on estimates o hi t rib t ry 4 U+ o Dray d c vi t a .nve t�yy,�,,,:ri `��..y o++qy��. anrlous �wkydra k1,�y„� . ,, �tructu�, y C rlM,i 'The 'i�+unA+'�+' a s �'b:l�'ii3 W iari It tto St t Piet to H 0w4s ro m o e ,io ' i ' ��,i d ter, ease' ' '' ' � o l , I f oe O 1 over o 0 , ': Oita;?' . a r �, •; !; "'ap1 l ps ho' ' ' e, top of' " , +,. 0. , , • ' v io 'o nay Street o � a ro ,tm t 2j $ r 1E 4ra ve tima of *he, 100 -yea 't o ' • ' I e1 ev ,tipn pver: Hunizikex Sttoo,t.% r h o 51,' �'ee C O��) hope i .i , o m t .I . h s �b :m . � 1,p f i o ' u,� ' � . • � � q �,,; o ' . th, la d # PO . „ R ' 1S age' '. arik . . g� Tigard, P b1i Works I hn ag a 1t � +� C " b ': w" E v ' , .„ :' :,,'',V d7 J i A . d , , , ,, ,,, ,, , , , , , 1, , , , , , ,,,, .:' : ' '' \ . I 4 • . I I i �,+ i J„ full':y I 1 L.• , . �n ti , ''''''''''%...N.k.\\\\ / 't; . / ' ' , rfz' • µ 1'j A PROPOSED 'r C � � 1�� ��E� T , � FT (P-D)3 �P � ,.. , , A i „,, , . , , , . ., 14. .,...._71 , , aaa; BUSINESS . . gj. ,{ AT PACIFIC HIGHWAY at H.fIGHWAY 217 TIGARD, OREGON ... s.ww.orwhweweao ..,,.. w.nw.w�co+.+1i TRANIttilELL CROW COMPANY �t PREPARED BY " AM I EL1L °Row COMPANY li„'r • ',, 7110 S.W. FIR LOOP 'TIGARD, OREGON . :e Y1'11 • MACKENGNIE/SAITO & ASSOCIATES P.C. , t W BANCR ►FT PORTLAND, OREGON ,:, , h CAI H BUJTTK� 1 CONSULTING EN IN Ft � �f MONTGOMERY ®�e PORTLAND, d�UW� 6 � f` • r? Yi i , r, 9 ' FEAR Y 1980 fC r ..,;.auiiw«wa6sw.un ”„ �mpwdiartla' rb u , , t ,i ... f. a [I TRAMMELL CROW COMPANY • 7110 S.W.FIR LOOP ., TIGARD.OREGON 97223 (503)639-9434 .+ February 27 , 1980 , [ Planning Commission City of Tigard 12410 S0W. Main Street '' Tigard, OR 97223 r Subject: Park 217 Business, Center Preliminary Plan and General Development Plan and Program s Dear Planning Commissioners: • 1 The Trammel. Crow Company is pleased to submit the accompanying documents for your review and considers tion as a Planned Development. This letter is to "' • serve as our petition for an amendment of the current ., 1 zoning map in accordance with Chapter 18. 56 of the Zoning Code. I In May of 1978 a similar request was made for the a subject property. Subseg uent to this request, during the fall of 1978 final approval was given by the ,. ~,f Planning Commission for the General Development Plan `,t and Program for the Park 217 Business Center. In the fall of 1979 a one ' r year extension of the Planned .' Development w as granted nted by the Planning Commission. ` This particular approved Planned Development includ ed ed. I. commercial, office space, industrial uses, indoor recreational facilities,ities, p arkin g and tru c k service I areas and open s ace. Also included was utilization ' of those areas within the One Hundred Ye ar Vlocdplain • • for p- arkin g� vehicula r maneuvering and landscaping. andscaping. ; t. 4'� aY z ., i I I 1 i t I • r ,y .--�..,rw,..nw.Inarw+nwR.w mcLw'C , 1• „ • 4 ., 1,1111111111011111111111110111111111111111111111111111111111111111111111111111111111111111.111011UOMEM1111.111.11 11 .A .f. .......n..1 a. ,... ..as.... ..w.... ._...M«.*—...l. ... , v.... .—........W. . .. .,._ . .. e,... .A:.,.7.,1a ..e6 , 1 , . y Subsequently, the Tranune'll Crow Company has becomee 'the ,.• i i contract optiono.r for this property and in coordination with the present property owners have reanalyzed the ; ) approved development known as Park 217 Business Center. k: Pursuant to this analysis, this request is for a pre- liminary Planned Development District. The general concepts which were approved with the 1978. Planned Development District remain. This proposed development includes commercial, office space, industrial uses , automobile parking and truck service areas, as well ,��� as open space. This proposal does not include any indoor 1 recreational uses. The proposed project will still pro , vide high quality commercial, office and light industrial space with amenities such as open space and extensive ! • landscaping, which create a superior work environment. We appreciate your consideration in this matter and ask . for your approval of our petition. Very /truly urs ,u� �tr. LL, „o OW rOMP .N , ', i (:///' �N' Fpy 4; M /� r•I]f Bruce E. H o r r 1�S d r ' Partner 1 1 j,d e . i 1 . I 'K I, w...w.,� w.F W)«.,...,x.........».M„,., a,.., u..U. w.,).,,,d...,. w•: , ,.., ,)., .,., .�_),. .. .. ......... ......u... .,,,�,....-•.,.L.-.«'.......-..�.,.rw u:, :r /' / ` a ' A - TABLE OF CONTENTS (Plan and Program Requirements) PAGE PLAN ELEMENTS 4 General Development Plan - 18.56e 030 (d)' (1) (A) . . . . 1 , a Existing & Proposed Contour Maps (B) . . . • . 3 Streets, Land Uses & Rights of Way (C) . • • . Figure 4 , r�, Existing & Proposed Utilities r (D & E) � . ���. . . o ' . 4 T IJ Preliminary Subdivision Plan (V) . . , . . Not Applicable Land Use (G) • r• • •' a • • • • e e • • • w o • a • '4 a • • 5 )?ro jiect Phasing (Q) • . . . . 6 Dedications (H) . . . . . . . . . . . . . • . . • Not Applicable Open Space (I) Figure 7 .„, Traffic i Traf fic Circulation (J) • • . o' • • 7 Pathway Systems (K) • e • • o o • e • e i • e o • o • r • 7 0 , Parking (L) • . . • . • • • . . . .. • . 7 ' Truck Loading (M) . .. . . . . . . . . . . . . . .. .. .. ... . ..7. . ' Building Type (N) . . . . . . . . . . . . . . . . 8 Preliminary Landscape Plan (0) . . . . . . . 10 • Walls , Fencing & Screening (P) Not Applicable Storm Drainage (R) Figure 5 1 • PROGRAM ELEMENTS Goals & Objectives - 18. 56. 030 (a) (2) (A) . . . . . . • 11' Market Analysis (B). . . . . . . . . . . . . . . . 12 Land and Building Area Distribution by Use Permitted Uses for the Planned Development (C) . 3, „ Density for Proposed ReSidential Development (D) • . • a . 1 5 , Restrictive Covenants (E) . . . . . ., . . . . . 16 , PROPOSED DEVIATIONS VARIANCES 17 r STATEMENT OF P��!TONS IN Vt�R S . is � • FLOODPLAIN ANALYSIS & HYDRAULIC STUDY . . . • . . . • . . 19 . 1' SPECIAL USE PERMIT. . • . . . . • • • . . . • . . • • 26 tl {I1 M1 6 1 I ' .o,.;...,W.�.k..,,..�+,asr«,,,.,,.,•r«„�„a,,,,,,,,,,,,,,�,w,".,,�,„n.,,.»,ai,.,�,,,,,,..,no •„ ,.. .,- W, _-......_,.,«.,...w....«,•.,.�.,a...�W'�ay.;, I , , . ;(r r ( , LIST a I OF DRAWINGS .L S fiat ' 1 r 1G tt FIGURE NO. , 1 Development Plan 2 Exis. ,..ing Contours 3 Proposed Contours 4 Location Map 5 Utilities i6 Phasing & Land Use Plan 7 Open Space 8 Circulation Plan v 9 Parking & Truck Maneuvering Plan Y 10 Perspective 11 Typical Building Plan & Elevation . 12 Landscape Plan i''' i 13 Drainage Map 14 Flood Plain Treatment Area , r. • 4 if F I' i ' �' ii I{ V i l i ,W� ,.,..«,,,gym,,,,,,,„,m. ,.,w,.,.w, m.,..µ.» , ,_v„W., .i, _,.,• ......._.,w....,0.1,+..,u.om'ba..pa-1a,ac..t,, e I . . S 1 Pe/ Lt.c.4.41-krilleze-e-g-c4 : . . 1-"V/1.4 4 04.111 • ' GENERAL DEVELOPMENT PLAN , , (Figure 1) ,,. , • ,,r4 . The proposed development will occupy the same parcels of :,' , land as described in the General Development Plan of the ' r, .,i May 1978 submittal for the ,Western Racquet Club. The site i 1 • r•I is approximately 20 plus acres and consists of vacant land , agws.am,n.,.....o..umgrmn.k.sawsw adjacent to the intersection of Highway 217 and Pacific Hiahway (Figure 4) . The site is ale from both oauae,'T'wmow......mi . Pacific Highway and Hall Boulevard. • ON:0320"4"4""w"8"5.41" aftwomsammigenenmanuattassow. '$,., The current proposal is similar to the proposal which was approved in 1978 in that both developments envisioned a campus-like setting of low, principally single story m..0.......* structures used for business and industry. Off-street atamesszareemarmismossuussawatsist . ■:, , parking and truck service areas will be provided throughout the development. The type of truck service anticipated for the uses described would be light trucking with smaller ..a.m.smmmwm.mmmw '40 over-the-road and van type trucks utilized. ', Open space planning will be utilized throughout the . ., development. The open space combined with landscaped areas • • ,,' , will provide a campus-like setting and proper screening 0...mm. , of the tc.224.Apas. The open space and landscaped areas will also provide a high quality setting for entries into : the structures themselves. Storm retention and flqgdalain ' aawgmmmr4"'Nzfflmaaas'ataehunt.a.....6.0g.g ' '- areas will be incor.orated into the open space plan to „. provide iurth1: (3ipen and land8caped amenities to the benefit of all people using this development. .i ' ..'' . •t.1 , • , 1.' ( , - ,.1 . . tl u l 4 A.+ A AIn.F..-«.• y L�.iLE. fi 1 ,f) 9 • n.,. � r Ir yy In addition to the elements of the plan described, some utilization of the lands within the 100 Year Floodain area are proposed. This would be accomplished for • actual building construction, landscaped area, and parking and maneuvering areas all in accordance with Chapter 18.57 'loodplain District, the special use permits ender the Sensitive Lands Ordinance and the floodplain hydraulics ar�ce oodplain.' and � study for the pro osal. • ' 11111` x., " Z � a. ti , • ' • . , �� � / - --7-e-----E Q �IY ,.ii ti.' ;''d Jlr� r eS 'y' (4.4l, , ► r E ',k :�,, so,*t‘G� ` ')o00 • f ti• r . % ,- „ ;,,•:4 10 f i', •� p ,r, y,A 4 ' ,,, r'M '! fir ,r.�' ++;" r 1 t. ^ y *fir M.. ��asa�'' 1 ?µ�, ,i ,z,,` vJ z 510 , . \ +i ' �x k . . / r, •,+;,. 'its I . 4 A' 4i V V 4 •1•q,,•Sl {� 1n .�t4,u-A.4.-. ,,,,, i,..,„,..„,,,..., ,„ , .,,, . ., ,,' tl w "r9 .�- rid ` ": ° y it' .. lid 1 ,.. ti r w • «t�� "..„r `��►. r ' t �r .� i F"i fill! 25,000 SQ Fr, 4* 1.4 T .. r� bilil.D j M` '' ` .`44. % ` ,� ,"Y ONE a .`1 . ., sU�LbIN �`"' ,N VI •. 32,000 ., 46 4D� THREE A '1,11.,,,, ,i, 11 c, .11 in •10 416. 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'!1::\ • cp, .'-AA A v., ..'.• ...-7.9 :'--.,---- '46'N't iob YEAFt FLOOD pLAIN 4, 11 VI /1(40 ---'`—is > 5 diD ""lks ,-,-• . .,11 ---......_, • , --......,_ •,, 4e ir • ..,- '''. 1 ''*' , • 1 \ 'it''' ; ,6 •I , . , „•.•'Illi "'Al,'"*T---.05"',... \•'•..'ir ''''',:i.4k ' • -.. . '''l t ?^ ,' FLOOD PLAIN TREATMENT AREA - -- „ t ' .••. A , ■ ...1.1, e.L,:.,,,, a... , eak;v- 'p . i,.•, ,,,,,. i, ,w,, 4 .....,1. .... .4---',111,.1%74: - 4,.. h‘A. / . • , „,.........z...4., , ........" , . /1 ., iffr*,1%kotrt,.. .„, 4, .....-4,4.. . . ,,. ..• , • 7 Nu e'''' , , .. 1 '-"---" " 1 ■ , PMEN1 PLAN ,,......-F...:7...:-.:;:= i • ,i; , • , . ( , . . . • • f„ -1--6()a • • _ • EXISTING AND PROPOSED CONTOUR MAPS o- (Figures 2 & 3) r I I � As the r,xisting contour map indicates, the site varies in "ilt - 3'' 45.4.4.4.64 I elevation from elevation 206 to elevation 150: The sharp drop in elevation occurs at the northerl end of the site from its access onto Pacifi.2.Eigjagap, moving south into the major portion of the site and west "from its access at Hall Boulevard, moving east into the major portion of the site. Because of the slight "L" shaped conf uratio nn of the site, the majority - , z land` .ich is 1 ted to the southeast on the �,,rt� ivel flat.; The north and west arms of the site contain the majority of contour. . The proposed (7on.tour map indicates placement of structures i, I I utilizing the existing contours as much as possible. This will result in a stepping effect of the buildings down the slopes from the north and from the west into the major • southeast portion of the site, where the development will be fairly level. Along with this, the proposed grading indicates the regarding of the proposed access ways from II Pacific Highway and Hall to enable more efficient roadways into and through the site. • \,i-s-1\ i Till i ) ....,s,, -. \ .- \ '1 T � f \ / N ( /7 : i. ,,,,„„„, _ . , _,,‘_\ /1/ , - ) _ i 7 -.1.1 . . : ‘ f� _ .1 , ----".7"-'21/7 ....--- $;i iiiiiit , ...,---,..-- N-...„, \ _ 1 i /71 :co A .,-.7--4.....„,,,/,,,, ,;-..- , ,]- - 1 -‘:\\. \`''''..\24\\ _______-21 zt.." 7:e.5,77')/-3"/"Pife. f.----..- L".t. ' ..0°' et: - / ( ) /- 4 1 \.,,,:: . \ _t a k 1 - - .- , / / /( ) ,), : ; 1 _ , A i (4 k -)14"' - ‘----...„ - f ;1/4_ \ \ ‘, -2' - 1 ' g 4 I.k.\-\\ \\\ - i ' :, - vk- --........ 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'‘,.:s,°,,,,,, r. '1, 00 ' • • ,„,. .'. ItS‘i‘lf\P ,' ' ‘°‘ '',.„„,‘,....,•:: ' '' '''' ''''''..'' '''''' )(3 , , IN1.1 ' , , . .... , , „ , . , ,.... ' , .,„......„,..... .,...„„ • , . . , . # , ..• , EXISTING AND PROPOSED UTILITIES (Figure. 5) • All existing and proposed utilities are shown on the ,s utility map provided. As indicated, sanitary sanitar sewer, m water, electricit and gas ,are all readil acc:essible, site. at locations on/or adjacent to thy. existing• , .., .g ...• r. � - • '.I..l•;.,,.t. r 1 t"•I Its!� •. ..Y �".:..4 ••ry"., �,�^ ... 7., r - .Y� 1 �,..��•... .,.•�.. ....r.t 1 mpassed in the Development Plan are the extensions Ii t. of these •utilities along with provisions for storm sewers throughout the site t enable the development, of , • L. the project. , r as f i; 1 u , 1 • " fir r t• d I' , ' III 1 I V 1 i ' 4 � �..,�.,.,�,. 1...,.,,w'1,,..li....,.. .n. ,w.r ....., Ww Fax...�w„1,..,.,. .�.,.... ,...« .•.,,. ,,.-.. r .. ^ .,. k. •"n.a..,..,•...rmar.:.•v:A.am k'' I 11 4. 7?/- .■•` 2),,/-*O tom• iti i,".■ d�yP t �� \ It, ,,./' \ ''‘,,, i, ■ \ 1 1 et v i r\ 1,...:. c ... 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I ,\, ' o 1 , . r r .,i. .r „ ". r. ,. .'.,�--,�..,�....... ... :�_ ... .. .,a,,.,..... .„n.. ....,.. -_ ,r„n. r.„. ,.,. .-.....y.r .r., .wf.«....-..i.r,r. ,.,.,,..s ...... ..,...1.t _.. .„.w.. ..- ..-. .. � ..•., ...r __.....H.LI.Ir+:,.r_„ 0 o r 171 4 12 at V 2 gaI .� LEGENB • Q 4 r.....0.09.011 WATER 1 viii�iiiiiiiii SANITARY:SEWER �-�---�-�-- STORM SEWER ,------- EXISTING CULVERT • N 0 MANHOLE • • ., • ,. ❑ CATCH BASIN -----. NEW CULVERT ✓ r14 N. ----- GAS MAIN .r. N.,.,1) ( WI /'''''''''''' ,,,5R\ ■ ;' , Ltd \S '�,\\:.\\\\ /,\■,,,,. CO ” \ ..\—.) . N1)00 \ - \ r/A\ , / Ji.�tf ; t�` 4e.,/ f›. ` • .., t` r�.rraa it -...._,,, • • ```,-._ -.,:/'` Or r= `0 , ..\\2_too YEAR FLOOD PLAIN` i a ,.• 1 • y .+ iiriil,,/,2)2 r vii ri rri sriiiitliii ii'i i _I r ----- , ,...............--............-_-...---..-1�..-�..-..e.---_____--. - � � ... EXISTING 15' SANITARY�SEWER� bpfiD R 4 4 soAlo .. north o ao ao no ICaURE 5 L, ..r.....,�.�w.�w•..-Wr......w..ra..�,•......,...�.r. �.��..�......� .....,�.._,.W�r..,r..,._.,r...., .. ,. ,.,r.r.r. _r..r,., ....r, .,rr�rr r. .,..r ..,r• .„ . rry• , r r•.r. .. r . ,.....r...,..rr r � rr ...r r r.,r• ,.r , • , ' LAD USE . (Figure 6) The principal uses of land within the project are open ( space and greenway, landscaping, parking, truck service areas and maneuvering area and the building space 4-hemselves. The utilization of lands with respect to the building will be principally light industrial and office. En- compassed in these principal uses will be warehousin , light manufacturing and offices as elaborated in later sections of this presentation. Also included in the anticipated land uses will be commercial and office uses. ten „ A' Portions of these areas are presently zoned for commercial use. ,, .0 , ('�. 1 41' 1, is ri 1.•1-; I t ell' I ' u 'te ,, ; I ., .. .w w,n rv. . rr . i ,i w Iw ♦a.w U.h r ho a W 1 wn •I+µ,,,, , ! M h a t 1 . Ili PROJECT PHASING (Figure 6) e As indicated by the Phase Plan, the project is being , proposed x ed' 'n two phases. The initial phase will, encompass ; the development of all access ways, utility services and the construction of the southeasterly four structures 4 within the site (Buildings 3, 4, 5 and 6) . Construction starts for Phase I of this project are scheduled for ` early 1981. ,, mid-1980 with anticipated completion by, Ga, y '. Phase II of the project is designated as the northerly structures and the westerly structures on the site (Buildings 1, 2 , 7 and 8) . It is anticipated p that the structures will be built during the latter part of 1981 f and the early part of 1982. 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(4::? ,,, , ' -„Aiii,11111:06"rvk--,' . . 1 e W ., `` (ç$\Th\I It ' ' i ♦ d• •i .✓ :rill H • Y t'G 41 4`'7'44 X e'Z'r R E iw Y . � (44 �rA•1V � �...- --- ,V a a x�•Y::ie Y•• •.• ik:k • �Y irid:•r $7,1. v '....44.'''''''"'‘*';'1" :� k* ,• ilit • + 7ic •a•• •■I•••h•44 r•••Y a••Y••••••• •••r••••••••r.y••r♦••iih••rra4' "�'',' f ♦ r� ii•Ye1a#i►1ir•YY••Y♦Y••Y#UiWkdi d ' a hi ,\P y ♦• • ri•cr•• kYi•u•••aY"i♦crii#••••i••y • a9rua aitia " Ir , •y • ,. r'::•e • o c••••••Y i,Y••a V••• '''-•iiY Y#•r YJ•r•// • .4•1. r• a 4 c•d••••i•ie•••,i•i•Y•••••i••#i••Y•er•149,•• ., ' •• � •i •• Y•• i •••Y••••a•••#i•i •a Y•Y• d: i . 7Vai j ii•+••eorsiiieie•id4••••4•••4••••Y••4•44•1 / ,••.•ii 666#• •• •Yi ••4••#i••Y4••••i•i d idi c'i •Y•a r NY At,. - • ° s a■••i y i Y Y•i••#••Y Y•••it#s l••6•••#i••q Y`i••••e••••i•i . �,t i 1, - '•i••%" ••••#•••Yr••i••#oYi•i••i#Y•#i%Yi#•l•d•••• i•• � � ••• s , Y••••i•¢i•r••f#n Y••Y•i r y•i••4•3••#i d►•i•4•y•J i U _ •ri i r -s•••* .i ♦ ' 'd1i•►••i•�r YY•••••#0i##Y I4i e►•e Be•r rl ii WY•o••Y•1•1• kY •y • a � ii i iU s�i•Y d i•••6•W LN + �• [ w.a V .,,,,.. 4�' ,;.,' S ry' • $ y e ° i . 1 -i4.7:0T1f Mi••i 4,..1'•:Y•� yi • y • • ,,r i•,Y^ri•E"• 'r #'4 U•x � 444/.1.6.4 4i••i • r • •.••e d SY••,.• •,.' "4� •• • y# d-•'i• • ,+4:•. ' ' ' ,00,,%, . , . , , Lts.2:444=-Lr, ': ' . 801V0E . .. . . , tiOrth , H, . . li ,. ‘,. „,. . , ti �,•+yy �(�..+y�jjyyy[ . Mx. rMMwtt44ti:.,., wwwM.WLW.a"wn4VJ ire yiMkKiMiW.W +1+dW 1 IAA,A•MMA, i r..tr+w*haw.r�+w.r*i+4a M+.4.+ +rvi: rw•'.r°wn.»w+.•:ra•e»• '"w1n� 4 yyy, l�ta1MYC.•M�A' ••� W .., I , • • �,. 1 I 4.,, d a151,a._.. . , , ,. . .•,, . ,,, ,. • J ,. ' T 4I • f _ ,. ,,...... .,w.,...,_ _x..». ..».✓...,I(.. . _..n ..._.,rl .vi x.. ........ ...c-. ,. . ,.. .n_.... ... -..... •n. +....lx L•. I '� _ , + CIRCULATION, PARKING AND TRUCK MANEUVERING (Figures 8 & 9) As shown on the Circulation Plan, the primary vehicular • circulation patterns are designed to feed truck and car traffic into the secondary circulation system. This • system provides ready access for cars to the parking areas . ., and trucks to the truck service areas. In some cases these specific areas are combined, as the amount of traffic is anticipated to be quite low. The truck traffic antici- pated will be the smaller van-type trucks and all truck areas are designed for this type of use. Pedestrian circulation systems within the site consist of , �I sidewalks and pathways connecting the parking areas to the buildings themselves. It is intended that parking areas be located near the of ice entries to the buildings them- selves so as to eliminate the need of crossing of P edestrian „ • circulation with vehicular circulation whereever possible. Also encompassed within the open space and landscape plans will be pathways to the large open space areas which will be developed for common use by all inhabitants of the center. 1 9q a 11' M 7 1 . f a .kw.....�.,,�..„...,_.,,gym.,.». .,«..: w..wrw .,�..�•..� .,...,,,, , . ' ' 4 , • , " . , . •. ! , . . . / . .., . .. MMIIISMOMMEMI1M•• • 01•111•11 tjt‘t% 0 . n Nc\Nol. 0, ' ... - \`' ' ' ■IP •v . , .11,01;::;,...„ • #4*.01 '. ,• • ''\*.#4.,. ' \ • •,A , '' ,4 0, 0, . • .t4,. , .. , . 0 „N‘,...,..,. , . • • . \ co,„,, . . . ,,,,,,, . , . , rsitlf:Ar't43 0 13 • SU/LbiNG ' ::Lr 17L :.... ,... mi. .A1 ...tail t 14211111. ...........,......._,........■•12•"-• ..”.,..rrl%411'-'-'----."H.,45 , '`...'."'--. ':LI 141; `4■.. 4 •• . • .,41 Lot h...eN -.— . .. .1..-1 . I ■ E.:3 'it t;.1.474 mu T Wo II : 4 I mcc ago — ra ; 0 BLDG. ' fl ■ ONE . . a Ivo I 1 E . .1,:i. IBUILDI . - m., ( 1 . im 1111 kb . tli'llf, I 4711 1 •• * 1 ■, : C „tgi \. . .. „ . ii,,8 I i "" "*"......: *I 'it I IA? , . ,.. ■ . _ ■ ,\, 1 , I. - • \C:11§1 jt0 co ...3 . 13,,,,,,1 an la CIRCULATIO! , a , 1 1 ' 1 ii 14 ,1‘, 4 4 i i 14 t 1 i I . . , . ; . . ..., ,. A. • . ; . 1 . , ) i' . ,, i, • ' • r �I(N o r 1 of At • • �.. I � • • , t11' ,,, � r se- ,PRiMARY CIRCULA , ' 0 I o��.� vmmg niagatA® SECONDARY C1RCULATIOO�f 4',A,,,,:"\ 23 � PEDESTRIAN CIRCULATION, oh 7 , li. . • s-N, 4.*4. 'N.6CS\ 1 , \3 0���tst 904, vt.ttl . , 04,. \ , (4.) , • ■S r% S‘r* \\7■1.1,(1.*St '4'4° N 4,-'''''')/ ', V 44" ■40, S 1 a & ✓ O` / y ,, ' Ada 1�O� �� 1 a' Z rr � #"411 t -.., —--• ,. ,y'� 4 ",.../-` 44,14'iiiv'' : 4¢0 11 ,4/00,4—;4 . ., , / 4ss. s--- ,A./ . ,, 1 . t 1 • n' \ "rtgitiliiiii 1 \ 4#4,4,C,/,,,,‘" / , , .�. _ .. _ �" �� FLOOD D P L A,I, TIREATIVIENT APtA ?i o"h1 ' N PLAN 1 qdC � ' 4 i',., .,,„,,,,,...,.. . C A L E }� 0 4 0 W7' rCf,..; ,. I`I 1 grws. +lah�wnM ... - a',++u AI}%*:.54.a'4.4'.:+t,+<a erk*'ga.'err.;*lseri:*.w .mlitek.o Yu1F+ +71∎7 n;;4In+rS4,,n 0,0,10 k +Mt∎igitWisida uW ttt'%NIMa4AN11*44;Mgerk0 rr 0.0,00i$4 P+ lvni jiea+i+h'11404 X0/0.. 41,414, . i I f 1 'S , • P / ' � 1 IA r • \ , '5' l . 1+ti .iy ...,,�......., _..»-.. .a..,w...»«... .i..+ :.., .«Y,..,a.,�i .+„'::lwwk� :_I. ..... ..-....«.» a „ ..«......_ ,'k .w,.....w ..,adA,:: -A..';,.:,:. ,. .0 ., ....,,w1..�,rw'„�....•i...w.a.... ,nSt.I„, _ I c. I. O 1 1 ...."4",,,, ' :an .. ,. i %, ' ,.4;4: " :' , I x ,.1,:::::;',..i$ : . i . 1,; s, 1• +'r�..1r� • ', \ q 0,.,:t1. „).1.:..':.''i' . • , � jj ; ,_ I • : ' ..:::j ,ISS.4,1', ,. • • ■ 11.1111('' 'L,, \.........._________,.:ii....tt ,..,.,,7.:1 ______________ ' •..:t::,...•.yy lit . tllp�,:� rr +i.:,ia.. I \,,, Y 1 uY r �jtM i. \ (II: ,i 1tj t S 't S 41 t. « tf j{�,{�x� Pt htt.ht.,,' I i, i x :as « w sy �I •' 11,::::',.........t.,11-,,,•,:r: :ii ' i Y„aa 1' • +"iii f11.,j'Y•f t,AAl Maaa tl rriit tii+.( y, i, .ai • ' 1' PARKING • I � I R jVll .,r-«ku.w,wwa..„ ,1. r. . 4+,,,,A., A.,.........1.,41.1.14.07!..11..mioil.... Wwl....4.11 a+ w 4w...., i:,,,,,■ iv J , it , Y , ' �� anw.+iaam,Nn.ixea.Arw MCrtY 1�.,, /• i. t -,w..,,.,,.- ,. ,,.. .. .,.,.,..,.wx+..,•.YiwwwY...rw+•,.wwww....«,..,--.,..,._«•-w...w< • ..,..,..,nw.,�N.x.rw•:.�.,....•,..,..W..w•�w.,..w.,.s,., ..,. _. .. ..r...,•*.. ..„ ...,...,�,.. �a .-;,. �. .• .rr.L.. '±r,. • • • • . w«.„.,.•w.•..�,-•.,..:.w..w.«+..�•..• �a:r-•,...i+ixi.,w L+ur;;«L�r,..",:�-+a • 1 (Al 111 cif s n .' . g is . . \ LEGEND b ...�...,..�..�. ..cN 'et \� ..,.rrrL. AUTO PARKING I ?x EUV PARKING ■ 'TRUCK` G . zs M: Ti MAN :T CV 1 ;L i 1 � a,,' ,r 0.1 cc 1-1j7-. F i . ,,, , J qr.• .V•. ;. ..�• t n PS'I7u:� 01 0`I. •`'' ';''4'' ,S AS zM' ."» S •,• .L• L'K il• i 1Y• 'Y • rS• �• '.:i...,:.. i ;•.L kL Afi ....."..... 1G.., • ,,,,A ^,,`te'�►r aY+suaua✓ g ,,,,.. ........::::' ''';',:::.:\ 0 5 I 0 20 'c;r:L'; TYPICAL PARKING&AMlA?`=UV'PING LAYOUT L { LLL \�\./�,/�..- 1,;x,,r�,L•'M ;i� •Y'' 7ikt4fcPi' �•y' �...Lr.�+"�'^~' • ''a•'Y•'t••LLL ♦ ,fir•.+ ' ' \ "\• � S'\pL'j♦ ...• x1Y.1 QMMwr4 111Fi.: is 6±�'• •�4f+'+'••ti�J4• (((L��.,•Y'-, j 1 ' z+.„YL,i •114, ''�•,;i.` 'L'•' :i.,..;10:1:Lys,•••. .' ''L'.,. YL,v„Y •4 f"" 1 I ;'Yi h7 'y 4'1 'ti`` Y `• i L [4_ Y L '• • "":::::‘,1e, _ r.e'�'( �,1'1�.�'.V,.,,%J' ''�'+` 'Y'L ' /may , '...*."......44,11.....„....... '` Vii:;iL .+r x ;. .Pi, :).1'"1.,ti{y 'i•LY '�`' +'•V ,�K,." A/..�' YEAR jam'''( i. . ''''' ..4:,,:'/.t.:4'...,:.,.„'`'•4��•�:i.• •'ii•'•'1'/ It,•.k Y t. .' r'.`x 'x'r''' 1,4 0'YEA.• 'i�5-7 y']�� -17."- Si'•x'Y'i, ' YY +""''��Iltt Lt '�fSjy�}�Y�� ,{�' t • 41� Y' ....,,,,,:•,Y!+•ir I'f / �, �� , Ilk•'�•iS.�.�"7 '. "rryy'k .•� Y r iY.x'Li, ,,•u� .".::•4 „,..4,.....„::.,,,. , . J•I.' , i i {YY'•'.. i' '•Y •x•i L L' 1 1:......,,p.,:,„,:„,„,.,„,,, YS�Y • Y p S ••.y Yi Y�Y 1,..., ' •�L1•'• . . ,,i/1♦♦ ,,, 1iMpi L4:fir• • Y�i •iY+1' YY,Y,/''' ` 1 , , )� I,11,1,L.irYLL�I• 4.,,•.YYL�:::::=i':1:;1.,- ;++ti�`f�:... ‘>•,,( ;,,.,:..e:: L ' ` a Y•Li � � �,.���tr L.I,..f � Lll�i�0 `,,,,.,thin Li L IYY.+i , ,. C'a�orRtl'�rkr I 'rLdCiYd;•w.. TRUCK MANEUVERING P A I ,• 4i)t ' 1 ' '' 7' yl,..i� wv1 wdWrMYi'. SCALE on + 4 b 4 0 :« w.....w++W«w+Y+rww.•..w�!•wJ raurrtiw,r...;Y..m,w...W..rWI.•.•r iw.l -..L.�d.Y..w,L•.w+IrLW.YA4bY....,.is�.4d.1•Y.Y. „W. n,a 11•I,a.., ..•M,.� `���y�,..� f it , r F, TYPICAL BUILDING TYPE (Figures 10 & 11) . As mentioned, the proposed project will be developed into a campus-like setting, with principally low concrete structures. These structures will be located in a manner to provide adequate parking at/or near the major entrances to the structure and to provide for truck service areas, which will be screened from the majority of the parking , areas. The structures themselves will have concrete floors and walls with wood framed roofs. The concrete surfaces will be painted and/or treated in a manner to provide a pleasing structure in which offices and businesses can be housed. [., It is anticipated that with careful architectural design and with the use of consistent graphics, the entire t project will be developed with a singular identity as the Park 217 Business Center. Each building will carry its own identification, but the designs of all buildings will ' ibe consistent with one another. Generally, the buildings will be designed to accommodate i i. warehouse,manufacturing type uses tee the rear o � of the x r. l ,D` buildings. These areas will be adjacent to truck service IL areas and to office areas. The office areas will be located generally to g wards the front of the buildings and I will be adjacent to the parking areas outside. The office 1 adjacent p g pa g areas will be located in a and parking manner that�' will b developed office fronts to take advantage of � ' ,r enable the de p g x I w i wviP'.'.-ts ru1•MI.l .n••v wu an w . •. •• • �1 �, ..v I J I VM•ww.scM..••"4r.waunc.nlS-ttx•4 -0° • , r r , • id) C tl• i provided i� . , r • , • � the large, landscaped and „';open space areas p throughout the park. Development of commercial areas [1 will 'be. consistent with the development pattern for office/service/light manufacturing uses. The overriding the me o f the theset typical [, buildings will be the flexibility, which will enable • the individual occupants of all or part of the structure to create individual iv dual' spaces aces as required. X t is anticipated E d U that an occupant would require a minimum of a p g approximately Ai, 2 ,000 square feet so that it would be possible to have within o l several different businesses with one structure. I • '' I .., . 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Y r •Y , •,J:' . ,«, 7 ,t 'k , a 4t : .• i...41... a ,, �� p1YV .1� , i : � 4 . q T , ' ` F q !t f i .a 1• ; ,M 1 - � I' „ y + � , 4 .', fi 1 • I J r ' , ° ' , : ''”'� a n,J r sV , 11W .-fir- ' j i .' • ' Ms ^fl ' r" . ,1 ky M 1,rty," z • r • DRAWN IPA CHECKER Wet ,I,.kweitwisitlawrittiOliviii*okitio. , .4,44.4.4...,,,.,ASSOCIVI1S.,,,t 'b�Wau�rRNorroreoMtwlle+lo 'a M'wMn r�pF.anoMt'.,�sH'Ta oomo ranee.w euyt fs b n �• , .. . . ,... . ... ...: . . . id S.lr�u,neeesrarr . . ,,' «.,...,,.-. ,.."W.,. .,,,_.,. ..., ,.....,,,„..*. .w.,.'.�..".,.�,.w..,",.....^f....u..,...,....,...,.,y." • t «, -nw.�m--w:..,n,..»y"-,"'.'�....,'..n.,,.-,«-.+,..«.,+4..0-, �w..,..w «..�-w..,r. �....�,,,w, ...'.+Fl ,.. ,�,yL' u,...mi.r..w.Lx.m.wa„uf+u .wr....»u ,wau, ,uY ,., ,ur^.,,,,^. ,r , "., r..r, '� "• „ If ;� , r a u u.xaw . ., . ..`..+.,.",M. .,bndal4wm«o+,.n1Art.'>.U9' . ! l } Mgr w • • • • • • • • • • • I . I. I1 • • d. �., ply , . I lor. ., , ■ r s o a o 0 o n S• 1. [L. . 0 0 0 0' 0 p • I ' .r I „. I d ,V ,, r ... ..- ,VIP 0 , ., i , , 1 , I 1. , . ..,,,, V . a BULDNG PLAN ■ [1 , , ., Is. I4 I� a PA*NTE0 CONCRETE ...._, .,.,,_�,.._..�. :, I ArbtEtfT BM E. A ' • , iIi' �I r n ) I 1 400I � 'ill � I �I I y 1,, I q� l'k� 1 WI,ld I I., • PAINTED Cbt4CFIETE ?,T y �y q�,��^ �pl�wi i � ',�,,, ,,�w�.ww,wNM,iwrN+�lrl•Ww,�M.1+r.W„i�.�.M1MM��MMY�VM.lw1 , ', .� ',. .. .•... ,.. ...,.. �,'� f tmvn.uA.wtwl ; . , J • i I " ,Y Mr•N.ww,.Srw A Vw`w.. IrArrw.•W' jMrrur•, •rww•Y••r •`° u• •• r•��+rww+IMeYW+�n..'+rw,�+.•s�11M.++r�+�+�,w„yr4w - ,wnpYwuy _�yyy t } .•, • , r. �'a: �o , •',, . trip �,.,w GO , a 11 t-,1 ,... .., . 1,Li F.. alc 4 ' �o 0 , . "`""`- _ ►; • . ,.,mir• 0 4 A o 0 ! _ m9'a' <3. ___ ,, ,,, a'.. ., • _, ...0 . . .,.... , , ,.,..„,. .,. ... ....... , . , z .. . . .,. .....„ ., • , . . ,. . . . , , w z ..... . . . .. , . i, ..). �` ��/ • 0 0 • • . , 0 . . ' 'it+ 7_,,,...., . O O ... 7,`,.',,s;'•-'-airciiitiv. . )11i, . ' . . —I . + ,t''4` r _ .. Cq, lid °I•• . ,, , „,,„,: cr, I I I I + ...u•„ " . b lb ao 4o rho , . i:.enx�" .i +4...17,7 7...7+ ,,T,I DATE 0¢4a`NN �Yt �yj�µ/ t+fii 1 f 8ECKED FiYt r R tyisioNS r ' �, ...� � � fw d, ����I I�i�ll�l'���I �.• lYdll, 1 'gtl.,ll1,r, Ilf��li!��i1r��V��lm�1��1 I'1,1� ��1) °'�lls i 1 k«w111r� iVM � �4 II IN,: ,i .1 .1,14,:11! ` d ft' I Il' !! ') �,I'1� r 1 tv�1Limwimsewnwafio • Vu d I � I I,, .'r. 1�t1 ,! ll � II a i++r rro.nti asamr tim r+w i' .I >; ! .ld'. ,.i.�lllt x.;.:11;,nFw.. ..�.t1 al��lil r u.l>Ill�„lit I w( Li I Ail ill.. �.i .r;•�r>W Wr:.AU.oq a Y.a.� w.. .�: '.. .•• :kw+ l;:r,v«'✓,xevrra;a.a +t .�uiMnlwm .ar �. .,..... T r� SHEE �,•°�n o o to ad f.l $ �• ' ASI..� xwl .e 0 . AdMMiM.MMM`.•w-...4.,................ , .,•,...,,,,..•,••••••�,•• •••••;;a+..••••• .. ,d••4,••....,,.•a•F1GU #d ; I ' • ,S • r" e , Y ,, 9 .1A B PRELIMINARY LANDSCAPE PLAN , , i (Figure 12) , • • Similar to the 1970 proposal for the Park 217 Business Center which was approved, the landscaping for the Center will be designed to provide a campus-like setting for the development. The general landscape concepts as approved in the previous j proposal, are still evident with this proposal. A major difference would be the utilization of the open space created by the floodplain treatment area. This area is r t., intended to be fully landscaped rather than left in a rough, natural state. Any ponding areas will be treated as landscape accent areas and he made an accessible and .w, vital part of the overall landscape plane } F ,; J I i I I. 10 I i r I . rr h F • i ' ,, 1 I , 1 ._....., • „. 1• 1 . 1 . . G- 1 \---"" ,.iii , ,, '.J ,fir►, ... i, • • • Ilk,, 3 1, ii . ., L.. , k' ",�+ .,0 yt fit=. • ` I i • 1 :,,tQ A • , \ • i IN ilh'' ,, • 61 'IMIK v ' liff.4‘'i.'11'. s-+ ‘.,5t. ..a.u1/N.9 oNt 'Z 1 814.131ArG..T.L'' ':':41 '- ' : „,4,1''''''44-,1!,'..pil,„_ ..;\L'V'.\**4 . 1,!NZ' , r.,? , ,.. .4,.... , ... iii,,, . ., . ,.. ( ,Austrr. i ,,-- A:,--- ,... rd j,--,,,,.1, ., , koiNg- /0 -() yo - ,.,i. , d,, ai'> (` " ,‘,.I.,,,y� F« 'ui,• S Y N? .,. .'..11 1 .1*.isit'';11k--------- * . T I(I a ' 1,, I9 4 , • o , 41;, . • , [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] o� ,' 1 U 4,∎,,t { • • • • . °C..! !3 'j '' . i jsme"""181 C4 b I !cli 1 ' PLANT MATERIAL KEY U u) peg t{ 5lruer I<eu §<4 I! F{ortu,o.na bayi , a f'4rd rr` �;, Jct fork! and Pt Y arrrttp nc �,�� uo-r.0' I W'.1 bur. ssprrti-Wil9bW erd /duet, Au{. tt . , ') ..'N r A;.. A 5��L, 1�',e' ,A.41. hr. .4. ,. Ju t g,1 . :,:t..t Ya-cr ix+k 4,61, t.`u.. .. M-4,,,,s,,•y ,,J \. Flow*,rq 9ssr i , ■ A . 'V i Atvt x 1pul:1-'rG$Gr w G� Idui k r rr W rnrAhar k,..Wrr9 1hre, t.t 1p Plum,yre Melo era J m ,hor ,F,` Eyerr real C.tr<tm �'r"rye Onus "{weer - ' ' .):::;. -0 !urpr6K ir•un -10.7.0' e.7'r blot ..•• .y s A` ;'.?� ", �T1 S 2141 fhe,Au•I'r■.•i runs, Wasl run i tech. Y Rnt s.m{ Have Ct:�ar • �i1t I9d ..0 S •- wJ, 1 .1 E(YM U�rs c 1'RT4 �' 1 �t udu,, 'amt., ••) • ,.'7 �f r) R1 M �'1a!N11,cifoTr 1 S CCi r n IK /al,� 7 . �+ `�Lr,'�"``, � .d 4not ar• c.„mu..,tr,+tr••,.„.,,,,,,,„,,„, w, x+ of grour41 :laps) • to ,, . "., ',I 'Amu',Acov1,,0.11..•rnt%t 56u64,e1>4 Sore.•a 5hn+bs rr: W+, ,,,,:'''':..7t:A.6., ‘ ) • et41111 718 (.+D isb, 1.....4,1) 'Z .. , 4 Eklei'tn9 71;,.. Oh 1;:i. YCrw!,i)" 0 .:1.• 9.• 9. Yom, ILI ' ''''''''5,-1\ . . . .' ii,*'''S\ '404 7.' ,, k•\.4,.. ...4107.viii),1410.,...4,. ....• •'' .. '- 1 4.- ow"1110-., .r'''' if,, ok,. , ,,,,,,x •• . ,•.,if*...n't<c'‘ •-• ) �i0...r P, , ieJw9 ,' voi , \ . to i N.' Z I u . " 4 'i► . . ' ''''4'''''''' 4 1 1.1'4.1...1''', 4 1/4IP, '444te t'likt . ' 1 ' iti) �. .. �• , tip Ai a, . ∎ ,� • � 4,,�� 'fit, D•.,.w.�8 4 • ' It!'1 I., .0 1 PI 4to • `•"�+H+t_ `. ^ 1 ..,,,'�„r'"�:r.: """o r-.rye•. _I ' -�y";��4.'�.Ate,-' n� .- ,,,.� �`�' ` DMf.RJI! `... ►'r"AbY . rl + —14-- - — ,.. " �i � 4 A y ,' I ,ir+FwV.Y6t .,r) i ■ j -, ' E PLA , north � ° Fi'GUF, , i ° , .. �x..•.Jli.:..�+. �w,ww,—Iw.».•.�ar,. a.a w;.r ww.r.+�.M .,.-' .+..a...r -' ...»r:.,w•...-.—«—+:�:.•• w.-..•:.•....ws+r-=W. +r,rw M+w.•i ww..wmNw r..+a. •.,.iw..lf.,,.+w-1 k '.-.)e.#,i,,,... . ,, 1 • ,, • :. \.. . „,, i. .,,,, .••• ,,,,,,,,,,,,,,,,„,. ,, ,, ... ,, . . •• • i ,,,y -i J., d , . ,, O p e GOALS AND OBJECTIVES The goals and objectives for the proposed Planned Development are as follows: 1. To develop a successful commercial, office and light `. industrial business center which would utilise the high visibility of the land and serve as a landmark complex w� f, for the City of Tigard. 2 . To develop this business center in a manner that provides v . . y w the highest quality of business space possible by pro- viding the most technologically advanced building types available with the most pleasant, open, campus-like setting. 3. To plan and develop the proposed business center in a manner that the impact of this development is a very strong, positive one with the rest of the community. Some ways this can be achieved are: w a. to insure that existing traffic patterns are . not affected in a negative manner by the w development S , F b. to insure with proper design that the project i ■ fits in well with the surrounding lands and �' adjacent structures c. to assure b y proper design and engineering n g that the existing floodplain/floodway areas are n not . - u n e g ativel y affected but, in fact, are improved [71 with the proposals of this development d. to incorporate within this proposal al a Scheme e 1 ri . which will improve the overall drainage of the area ll s ` MARKET ,ANALatSIS �r Nothing has been requested by the. Planning Commission in • I i this area, however current market demands indicate a need for this type of; controlled park development r r ar it I.,1. 11' Ll.. ei r .. • L f 0 ■ h. F 1 r ,,, i r l' " i r . . +t 1 t'`S , . q 1 J ,.. n i I,i,c,T � )'�m `' . ° f+ . ■ r. is TABLE OF LAND AND BUILDING AREA DISTRIBUTION USE w The utilization of the proposed properties can be broken down as follows» l' DESCRIPTION & TYPE SQUARE FOOTAGE ACREAGE PERCENTAGE , � (Land se (Land Use) (Land Use) (Land Use) r' t Office/Commercial 41,160 . 95 4.5 ,--:-) ,f, , (Est. 15-30%) � � � ��r+ H . Light Industrial,/ 187,240 4.30 20.7 • Warehouse Area Truck Service Areas 56,725 1. 3a 6r3 �,: Automobile Parking 104,814 2.40 Area Streets & Vehicular 187 ,585 4. 31 20.7 ManeuVering Areas Y +1 Landscape Areas & 327,653 7.52 36.2 1 ), Open Space {. L;QA, fc' ,„..,. . • f TOTAL 905 r 177 20.78 100% t / J'i j 14 .1 r 7 1k, , - f+ +1 a �I {t I t llt. I 13 . . Q t 9 , I. PERMITTED USES FOR THE PLPtNNED DEVELOPMENT The proposed permitted uses for this Planned Development can be generally classified as commercial/office and cj office/industrial. (f/ The proposed commercial/office uses permitted will be those i, ' il 5 . ,. uses 18 28 of the Tigard � ��,�.. uses ;�hich are permitted under Chapter g Zoning Ordinance, Subsection 18.2 8.010,, Permitted Uses , The office/industrial uses permitted will be those uses . '� c\ permitted under. Chapter 18.48 of the Tigard Zoning ' l, Ordinance, Subsection 18.48.010 and the permitted uses listed under Chapter 18.52 of the Tigard Zoning Ordinance, . Subsection 18.52.010. Subset . Generally the are the permitted uses as listed within the Tigard Zoning Ordinance for the General Commercial Zone (C3) , the Light Industrial Zone (M3) and the Industrial. Park Zone (M4) . ,, n if ,,,,i,i [:1 � '. ► � i � � �� � � � � ate ti 1 fl '11 { c �J 1 , trt , '._,. .., w,ww .,., ,t, ,` ..,,.,'w� ,W..,,'..,......,,,,_.............. ,_ ,. .,►a y..,,.. .,.....w.,,.'.... .,y 1 � ;�,w,,' o,.....v'x1'i ti� ' �y0 R 1 {+. i .4 i [- , il n! ! Ai W 1 il ) . il /, ii . TABLES OF DENSITY FOR PROPOSED RESIDENTIAL DEVELOPMENT Since the proposal is for a business center,. •. P P no residential • development is contemplated within it. Therefore, this requirement of Ordinance 18.56 does not apply. 01,F I ''Y ' [II ■ I l ■ 41 N, 11. t' . `3 hl ri LL , 4 Y t:/ �YIj l t tl . M • .. ` nw�w.w..w.te`.RS�m�rceknesiryry,r 4 i. , !a ..�.1• i R - P .. .. ,.a....n.a.....t 1, ....,.....4. .. 4 _ .,..., fl _ ,,....ur ... .. a.,.. _,ry,. N.,, RESTRICTIVE COVENANTS Similar to the fall of 1978 approval for the Park 217 Business Center, this proposal calls for the development i to be accomplished and owned under one ownership All space provided within this development will be leased by ' . • the single owner to the individual businesses.. The re- , , /, 'r . sponsibility of maintenance of the park in general, including the on going operation, will be that o the owner. [1. , Therefore, no overriding restrictive covenants are necessary. II • n ,f } r I / 1 . , guini.11111121111111111111111111=111111111111•111111.101111111.1.1111 • f . ' • . 4 4 . . . , , ' STATEMENT OF PROPOSED DEVIATIONS IN VARIANCES H i 1 Analysis of the proposed project results in deviations in • variances from the standards presented by the City of Tigard .L Zoning Code, as follows: 1. Chapter 18.57 Floodpla,in District , Deviations from the restrictions set forth in this section include the utilization of the floodplain u 1 areas, not only for off-street parking and vehicular f \ 1 maneuvering, but for building siting. In order to accomplish this, the proposal includes filling with- , Ai ,i. , 1 in the floodplain, the location of permanent structures within the existing floodplain and the IL ' I ) . ' ■ change in the topography or terrain in the floodplain. 'S , E, As substantiated in the enclosed studies, the changes to the floodplain that are contemplated will fall L1 '.I , i • within the changes allowable in terms of effect on 1 , 11 flow of waters during flooded periods , increases of 1 , , „ . flood hazard and alteration of direction or velocity [ of floodwater flows. , 2. Chapter 18.59 Design Review Under this chapter of the Tigard Zoning Code, Subsection I , 18.59.060 (d) (2) (D) (ii) , requires: "tree and shrub , 1 iPtti 44 I I planting areas of a minimum eight feet in width ' ' 1, within parking areas shall be provided, and maintained , , , g at approximately seventy feet on center each way, of , I \ an aggregate amount. " ili , t 1 ' 1 ' 17 N A ) • I , ( . , I .,.. . i , ' . ...,v', ..., i „ .. '.,,._ ... ., r.._ _,i.+... ....._....,'_(..-..M...,i. ..., . ., ..a..ka.i..,w.,..,.-k .i.... ._...:t,:,. .. ., .... _...,...:se h., ,..Q.Y;.':-. .,,..._N..s., .,,,,.._._. ..• „aiw:.';."... , The overall General Plan and General Landscaping Plan provides for extensive landscaping and open space far beyond the minimums set forth within - 'i, i this�� Cgd�h,. Landscape islands will �boprovided� 11 within the parking areas, but the seventy foot spacings have been altered to allow for more efficient parking groups and for more efficient screening of traffic ways and building entries. 3- chapter 18-60 Off-st±eet P arking and, Loa ding Subsection 18.60.160 (b) requires that a standard 900 parking stall be a minimum width of 9'6" and overall length of 19' . The proposed parking bay for this project will have a width of 9' ' P rrand a length of 20 ' , as ;shown in Figure 9. • C Fi 1 t IL L i Li, I a i 1 1 11 ,,{ it ✓,. • 4 .- i. FLOODPLAIN ANALYSIS AND. HYDRAULIC STUDY . y INTRODUCTION b 'lid.r. u' The following report and accompanying illustrations represent • x the findings and conclusions of an investigation as to the 3. impact on the floodplain and the general hydrology around a specific area, as effected by the proposed Park 217 Business Center Development. The specific area is the Red , . .; ii Rock Creek drainage area, adjacent to the proposed site (Figure 13) . The floodplain is the 100 Year Floodplain as , t. established by the U.S. Army Corp f Engineers for the Y y �. g ' c .. Fanno Creek/Red Rock Creek drainage area. The improvements ° ' to this area, which are necessary for the development of the Park 217 Business Center, generally consist of the following:l lowing .16 1. Filling within a portion of the floodplain for the following uses: o � g .. a. building site . t b. landscaping , c. parking and vehicular maneuvering 2. Utilization of portions of the existing floodplain ,/ for open space and landscaping (without filling) 3. Excavat ion within portions of the floodplain plain fog ' the following uses a. floodplain i lain storage displacement and mproveutent • �� • - improvement b. overall site and area drainage open sp and ands fl. space ace 1 coping rl i ' i 4 I I i I' [ . . SUMMARY OF CONCLUSIONS AND FINDINGS The results of the enclosed study lead to the following _ conclusions: . .' a. The areas within the floodplain on the site which are proposed to be filled, are backwater areas of the floodplain itself. " these are area where during the period of a 100 year storm, the storm waters may back up and store in, but where no appreciable moving water is located. b. The floodplain filling and excavation and proposed modifications to the drainage channel for the Red 4 Rock Creek basin will have no negative effect on Z [ the waterflow or the floodplain downstream or upstream . from the sited c . The amounts of fill proposed for the project within . f•. the floodplain and the placement of this fill would t' result in a reduction of the flood storage capacity �'� as it exists on the site; however, the proposed fill excavations within the floodplain will result in a net addition to the overall flood storage capacity, d. The impact of both the filling and excavation within the floodplains will result in an improvement to both it th f the flood storage for e site and the overall drainage the �. d�raxnage ' system known as Red Rock Creek. The improveme.ht to the d' ' �� drainage system as a result of the engineered exc a' - vation proposed for the site. The excavation serves , , �'. I not oily to replace flood storage capacity, which will Pk �� be Called b y the site improvs��nts � but wall also se rve , a s an improved channel for the Red Ro ck Creek drainage anag' e" ' . basin which can be integrated with future off-site channel im nrovemnts. ' . . 1 t. P t '' • r Construction proposed within the floodplain consists i '. of an embankment for parking and building, and excavation in the southeast corner to maintain the flood capacity Q of Red Rock Creek. The embankment will generally be 6" to 12" above the existing grade in the parking areas 2 and 2 feet above the existing grade in the building areas. Figure 14 shows a typical cross section through the fill is area and the excavation area. • r t , y. 't yf , µ r L ti 1 p , I A r: d' +1,',1 it 1 21 l II I i ...,.,,:, ,,,,,,,,,,,,,,,,,,,h,,..,,,,,,....M.r,,y.,.•.,,,,:.,,.,y w,".w...W..,.. ,y.., r„ r;,,. ,.,,,., ,., .., , . .,,.. r ,ru . . w r r , • . . . . . . ' I ,. ,4IV- 1 i DESCRIPTION OF SITE AND IMPROVEMENTS The entire site lies totally within the City of Tigard, * Pi, bounded on the west by Hall Boulevard, on the east by . •-.'' ti Highway 217 and just south of Pacific Highway 99. Red Rock Creek flows by the southeast corner of the property. (li 1 The property generally slopes toward the southeast corner, steeply on the north and west, from an elevation of , • ti 11J approximately 192 down to an elevation of 150 . The southeast corner is level. All elevations are referenced ii to U.S.C. and G.S. 1947 Datum. •, . , . . r1 The site in its present condition is undeveloped except • for a paved roadway from Pacific Highway 99 to near the . center of the property, and is generally grassy, with some nall trees in the western portion. • , g The Army Corps of Engineers has estimated the 100 year • floodplain for Red Rock Creek in a 1979 survey, entitled 1 . , "Floodplain Information - Red Rock Creek - Tigard, Oregon. ° This study indicates that the 100 year floodplain has an elevation of approximately 151. 6 feet at the downstream •r end of the concrete box culvert, under Highway 217. This . fl culvert is in the vicinity of the southeast corner of the , J property, CH2M Hill is now studying the floodplain in the • . R area, however, their data is not published at this time. u We have been in contact with both the Army Corps of • Engineers and CH2M Hill and the data available from these • 1 two organizations corresponds favorably; therefore, we have based our survey on information gathered from both 0 organizations, ' LI . - ' . T . • it ' r it . \ , PROBLEM STATEMENT I [ , • The' '.-! are two ways that proposed construction can create • • 'm M a hy'lraulic impact on the flood capacity of Red Rock Creek. The emban'cment may decrease its capacity to „ store flood water and the embankment may cause a con striction which would result in additional flooding over that under existing conditions. These potential . b. • , problems are addressed in this report under the headings of "Flood Storage" and "Channel Restriction. " [I 1 � , 1 I 1 ii 4 1 v. \,• 1' i r , I : , I I . ,c. 13«,• - A ,i f t b .}..w�...*......•N.mc-«bre«,snwne..rdcr 2l,. }1 1 I i, 4 A t, A r I i t 1 U I FLOOD STORAGE In order to determine the effect of the proposed construction on the storage capacity of the floodplain, we calculated the volume of net fill, or excavation, , within the 100 year floodplain. Net fill would result in a decrease in floodplain storage volume, while a net excavation will provide an additional storage volume. ,' The areas of excavation and fill are shown on Figure 14. The proposed work, as indicated, requires 2 ,708 cubic yards offill and 3,244 cubic yards of excavation, yielding a net gain .,`.n the floodplain storage capacity of Red Rock . Creek of 536 cubic yards. Therefore, the proposed con- struction actually increases storage volume. ii ff� r [,_ , a l IL. i I IL , ( : , Y' Fb Y 4 .i 1 i e � Ali 7 ` I r r., • `l:' ' t, a r a. y - i M' . .:.,, .J i.i,.::I......._...„ 6, •• ail , i u • �� CHANNEL RESTRICTION ''' : i The flood profile through the site can be computed " �� Computations. " Com- using the Standard Step backwater Computatia parison of the results from this procedure will be ' applied to both the existing and proposed condition in order to demonstrate the effect of the proposed construc- tion on the floodplain elevation. In the data ,'available '' • from the Army Corps of Engineers, it is apparent that , /, the flow is subcritical and the floodplain elevation is , controlled :downstream by Hunziker Road, which is approxi; mately 1,000 feet downstream from the site. Under these , conditions, relative differences between existing and ' . : proposed conditions can be determined by computing the ' floodplain elevation from Hunziker Road through the site.' The elevation of the flood was computed yin four sections, \ ' location of these sections are shown on Figure 4. In i I. these calculations, the following assumptions were used to obtain the results tabulated on the next page. [1,,... . , - [ 0 I i A. \' ',Iv/ yy • DATA SHEET AND RESULTS , v i r Backwater Curve 100 Year Flow Rate - 285 cfs, based on CH2M Hill 100 • year flow at Fanno Creek of 317 cfs and estimating that • 90% of the drainage basin is above Hunziker Road ■ apt" Mannings 'n' -- . 030 Velocity Coeff = 1. 36 . • I Control PT Elevation - Downstream control assumed at Hunziker Road - curb EL = 150. 8" . r i 100 Year Flood Profile Elevations Before & After Construction Elevation Elevation Elevation, Section Before Const. After C n t : ge 0 (Hunziker) 151.05 151.05 0 1 1 151.55 151.55 .0 V, • l'2 151.65 151. 65 . 0 3 151. 68 151.60 x.08 i a.• • S These r esults clear ly show that there is no negative effect t , . * ood lain profile p construction; '�� on the f l g � il� due to the � ro�aosed in fact, the only eif' pct is a Slight lowering of the ' flood- ' " plain elevation at. Section Three at 0.08 feet, due to a slightly better channel condition after construction. , l 'r } , i A • NS , ^ I • , . f 1 • r4 H .„ ....*ems," • . ,,'\ tl • ^ I .,.• .+w.y t .a,,+_, ,. .Yrr .,,,..�,rt«� _ • 4 'I` • �w r 1. „r r`` L i,• • ,,.�� �y{•'• 1 '+' • , `1:g. `Y,\ ::: .: -,,,,..,. .1.W y' Yir Is /rr V n _ •n ., • `• al _''.''"�' O\ �,.... i,\, , 1'r::'.'r _ a.�� / ry•;1• • :1-.. ••.•Y : (--or I .,, _ I , 1, ♦` 1 N r — s I �r ,I �r r r \ rO�l 1 , . �r• ""'• :-. nY I` • :" • —alil t.. �Yy! •h,l ".•�:',•.' ly'�',.h) , :1) +,i� 1 ✓ ,, S<,4." 1 li....,q, —�IC`_.Q •' '• ••S F• �L + � 1:2_,....-1—r—',. , I' . 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ELEV 153,25 a i U p� 1 ' r y ' N uc ° 155 FIN13H GRADE • FLOOD PLAIN Ie` Lu • / +ter. `' Q 151.7- °:t C�Aruum ...1.....r.... I.\ LLI `°` Y ---yti, — .,_ 4. ..,-,' p� EXISTING GRADE i \:, A +, w , •i ''� "? -• .. ..- r°'R\,„ 4a, n 145 B PROPERTY L(NE +i. HOAR,STALE L J �n \:\ a vo7+n6 , 0 �e.a/;� '!11,:4''1,.• SECTION AT FLOOD PLAIN TREATMENT AREA I • co l } �: 5`r � � ``Y emu✓•' dY L ��� Z ----,-.' -— -72:".:—:------ ,,,,,„. \ ' "2,0`P /C.T.',..„„„ \\ D Fa 1 ' \ \' N. \ ,,,„,,,,,, ,e. ..t,,..., c\I z N b �` ` ''"""- -� '� '" c��6 �' ✓ I�I�►�r 100 YEAST�L�DD PAIr1 �� ,, ` ,,, "` .`..,,;,,._ ,, I. ,t ELEVATIO'�115 ri 3Ea F to , ' ' ;\------- -1----- tfr : N / ....,. ' - li II , ,,, \ Cr' / CUT IN FLOOD PLAIN,1 Ni i i , TROATti E AREA • FILL IN FLOOb PLAIN TREATMEN. AREA J 1,1•,,,,I+IlI,l'IN RE!It!�p turf!A �� ` _—,.. .,..2 06 + I,JBIC YARd S 'IL' , ' a ,u)a i ,, ,.1" � ii ' � ,�1 v/:Aidi 11 1 FLOOD PLAIN TREATMENT AREA � -- SEO r� ii 4J' �.• w 't e t hi ---�--... ,'?w,t, i �1 I I1 i111 �1. Vii, • PROPOSED DITCH NET GAIN IN STORAGE CAPACITY tl 536 CUBIC YAKS SECT. 3 -.��.,= f SCALE AREA j PIGUF E 14 1 �: ...w.... ..' I i 0 , SPECIAL USE PERMIT APPLICATION FILE # FEE REC(D Tigard Planning Commission 639-4171 RECEIPT #" 12420 S.1g. Main St. , Tigard, Oregon 97223 DATE RECD. • BY .�.._.._,.:.:_.:... PLEASE PRINT IN INK OR TYPE Action Requested • App l irant°s.Name Trammell Crow Company Phone 639-9434 Applicant's Address 7110 S.W. Fir Loofa ''i and Ore on 97223 ------treet) (City) State Z I Owner's Name Ronald G. More and Ronald E. Gomez • Owner's Address c/o Western Racquet Club,. 8785 S.W. Beaverton-Hillsdale Hwy, Portland, OR tree% { Applicant is: Owner Contract Purchased Developer a Agent Other n of Application: Owner Recognition I?p1 Ronald G. More_„ Ronald E. 'Gomez (Si:gnat'Ure of owner (T) Person responsible for application Eric T. Saito • ....,..u..+....r.� I 069 0 S.W„ Bancroft St. Portland, Oregon. 97201 S tree% r f.Sr State) p . R.e i�tered Enineer's Name_ T ontas R. Mackenzie 4 Phone 95 ` g Engineer's 6p Registered Engineer's Office Macicen.zie Engineering Incorporated • Pho�.e 2 Registered L�gxneor s Address0�90 I3anc t Pb rt la ndOregon 9 Z 01 t ta rt .. . ity %ate ap p ## 251 lBB Tax PROPERTY 1N1tOLVED x Lot • 300,200,800, Address; Area 20 6 (acres) f Existing �.l1d �S (# and' t..�a ) b1dis..~., t11t"Ul� Sete. V N Current Zoning..... 03-M Urrrent CJSe None tie Applicants Proposed Zoning_, C34113-PD.� Applicants. Proposed Use Ppn[ANj) page two . , Revised 7/23/79 , i' . 1 SPECIAL USE PERMIT 1 Tyne of fill: selectee native soil and imported fill. ......... 2,704 cubic yards fill to 3,244 cubic, yards excavation ne increase • Cubic yards of fill:in flood plain storage. t Area of site flood plain to be occupied by fill: 101,876 . sq. ft . (Sq. ft. (Fill)/Sq.Ft, (Site) x 100 = 65 of site to be .. in Flood Plain 101,876 Flood Plain 156,318 filled. Iistance of fill from stream's edge: Horizontal Distance 170 Ft. L, Vertical Drop: .5 Ft. , (see drawings SD4 and SD5) Tyne of bank to be installed: Compacted native ....!oil protected by landscape .planting and ,� u„ grass planting. 'r _ Net change in storage capacity of flood plain resulting from fill 14,478 Cu.Ft. • (increase in storage cap.) . Vel Will the fill increase the flood crest or modify the flow of floodwaters? No xx n Yes f so, what will the quantitative effects be? (Attach a sheet for explanation.) Structures Existing structure(s)in flood plain: None ... Height Ft. Width Ft • il Distance from stream's edge: Horizontal Distance Pt. Vertical Drop Pt. Proposed osed r trueture (s) in flood plain ain Yee (two) i t Height 14 1/2 Ft. I��idth 80' and '10o' _k F Distance from stream's edge: Horizontal Distance 255 Ft. ' . Vertical Dro�J._..... ,. _�„ Ft. ' Distance between existing g and proposed structure (nearest point 120 Ft TJ the what . If so � +5 1.11 t increase the f�.00d. crest o�:= modify the flow of flood waters? Yes � No xx so, what gill the quantitative effects be?� (Attach a sheet for explanation) , I ■ P Will the proposed structure be designed to withstand the destruction effects of a flood without significant damage? (Attach a sheet to o explain specifics Building will be raised out of flood plain. Page three • SPECIAL USE PERMIT d I Storage that type of materials' are to be stored? none . I , I I • Volume/quantity of material (s) Distance of storage from stream's edge: Horizontal Ft. Vertical Drop Ft. V Distance of storage from nearest building Ft. Will the material be anchored to prevent movement in the event of a flood? Yes How? No Why Not? Attach a sheet for explanation. Type of screening for storage I I I I , {L. I I I I I ! I I I I I , ., _ 0. "f-'�14t� • . • , J. :� . . . , . ., , • • °'.1 . r. • , . , ' ,. , 1 . . . .. . , PARK , .,,, . 1 . , , , „ . ..... ,. . .: . . , . . , „ . » 1 I tl 0 TIGARD, OREGON ' fit; t; . ',.�`• T n r , �, >,. r�,.�: COLOR r COLOR #1 s G a S Y, jip r y v r k* ( { �;, n.r nr rt u h ,, a 7 1,[f rI(i�7 k n lii 4�}LI i� - J 1 u r , 11 �, , i • ry,t4�1r',1,..:rr,t Ikr',P ,fY,2l� ry 11, i 1{t'��r y1l�riroJ¢z. t y"3 ,, •,1,4,r ��11 �"4,!' ,,-,J J,� rI i7t t`K�� ti 41„�;f r�1't ��I k7'yat&itl,' �• tZ ,`J,l f1,i:, �i 1�?,•t . ,y, I�,..1,��•,.,,,,,l. jgta i'J,� rfP1 :J° c M∎t -1F{j!4t ,. ,^t •d• .1♦ ` '. 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