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SDR13-86
POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm.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. ,. 4, i - .0 . .,,-"" • , - i \., ..,,,,,..-, • , ' • CITY OF TIGARD ° NOTICE OF Amf;ap gRl nEc I N sxo SITE DEVELOPMEiciT REVIEW SOR 13-86 \ . • ' . . ,, , . — .ApriTgATIqN1 Request by Western international Properties to allow the \.1 ' . construction of, two industrial buildings totaling 68,800 square feet and , ... •• . , related facilities on property zoned I—L (Light Industrial) and X—H (Heavy 1- - ', Industrial) and located on the south side of Tech Center Drive adjacent to the : Southern Pa4cific Railroad (WCTM 2S1 1OC, IL, 1100 Opart) and 4000), '‘ 1 , , DECISION: Notice is hereby given that the Planning Director for the City of ty 2 14........***........... 1 , , ligard has APPROVED the above described amended application subject to certain _ conditions, The findings and conclusions on which the Director based his r decision are as noted below, i ...\.". ,,, . .,,,, ... , A, FINDING OF FACT 1 \ . .... 1. Background• 1 1' . Lot Line Adjustment (M 16-85) was approved and recorded which . . . • enlarged the subject property, The former eastern property line . coincided with the boundary between the I—L (Light industrial) and•, • I—H (Heavy Industrial) zones. Since the zone designations were ' , .' . not changed, the eastern 256 feet of the property is zoned I—H and 7 the remainder is zoned I—L. . , . . i. .. The Planning Director released a decision which did not reflect 1' . , . City policy which requires nearby Property owners to agre to .1/e . . ,.. participate in a local improvement district (LID) to construct a ) railroad crossing for Tech Center Drive, The conditions of . . approval have been modified to obligate the applicant to . t participate in a future LID, A • I ) ,, ■ 24 Vicinity Information i I s .. Th s! properties on the north side of Tech Center Drive are . , developed and zoned I -P (Industrial Park) , The area to the south , . . and east is zoned I—H and the land west of the railroad tracks is . , . zoned X—L, Tech Center Drive is doSignated as a minor collector r ' street and it is intended to cross the tracks and provide a ,,,. ,... connection to Bonita Road and possible future street extensions to , the north leading to Hunziker Street and Hall Blvd, Site Information and Proposal Description .. . . The property is undeveloped and is covered primarily by tall . • grass, The applicant proposes to grade the site and construct two industrial buildings totaling 66,810 square feet, The two , buildings will share a common central loading area with parking located around the building perimeter, Storm drainage will be . directed toward the railroad right—of—way to the west, , . , . , NOTICE or DECISION — GDR 13-86 — PAGE 1 , . . " 'l Vi fi y\ ; . ow/, .ot.r' :, .,11 ' i' . '. ' '1.1.1 ' ' ' ". ' ' . ( - ' ', ''i .'' ! . \'''',„/' ' • I •• ' ' ' . \ ' I il I , ..\ , ..J. .s,-aa.,.+, .. . .• 'J i, _........ 1..:....a r. ,. n..., . • ........ ..... ....•...1.,,._.......w i......_.. .........,.......n...e.r.♦ .,.....a.«.xwl ....., r.... l, wV.L........... .r ... .. Ir. ', * L}t. \...+ t 4. Agency and NPO Comments 1.,, The Engineering Division has the following comments 7 a, The public storm sewer line crossing the 'northwest cornea of 1; . the property must be within a public easement, As ,' condition of approval for MI6-8E, �•� ' . , •trine mayor .i.'ty r.�f l..l�is �. . • easement was dedicated, Confirmation of the recording of •. this easement ;should be prtwrida d and any remaining portion 1 .. .,i of this lime without an easemerit should have a public ' , easement recorded as a condition of approval for this development. . b, Written verification shall be provided :indicating that -. Southern Pacific Railroad approves of any necessary drainage U" improvements to be mad within the railroad r^ight—of-Nway. C. The method for disposing of stormwater runoff has been !. �`\ determined previously for the Tech Center Drive area and , therefore r,efor^e a Sensitive t iue Lands s review ic�w is not t necks sar^y for the . proposed public storm sewer :line which crosses the subjects . property, The Building ing Inspection Division and the Tigard Water District have no objections to the request. 1 t.. The Tualatin Rural Fire Protection District all �, • r , rnc� ca��s that , portions of the building must be within 250 'feet of a fire hydrant. No other comments have been received, . B. ANALYSIS AND CONCLUSION I,: L ,"his proposal is consistent with Community Development Code requirements i. ' • •IS related to building setback and height, maximum lot coverage, access, visual clearance, and landscaping, Additional discussion as warranted l . relating to parking, storm drainage, signs, and allowed uses, 1. Parking \t: The Code requires that one parking space be provided for .each, , 1,000 square feet: of f=loor area for many industrial uses, Based , • upon the proposed size of the buildings, 56 spaces and one handicapped space are required. The applicant is proposing 276 . spaces and two handicapped spaces. This will allow suff,ieieni� flexibility to accommodate the few ,uses permitted in the I-L ,erne which have higher parking requirements, 1 v. The Code standard for parking space dimensions ,i$ 0 by 10 foot, ' .. , All. of the spaces shown Oh the site plan are 18 feet �i.n depth and i the widths var ► between 8 and 5 feet, The Code 'permits 'the use of� , ! compaet spaces (8—1/2 x 15 feet) for 25 percent of the required , b number of spaces as well as any spaces provided above the required ' 1. W „' the r.rrrt,� aced Upon the above : tandar r:1s t�hd si Lp .ara mutt be ,'' NOTICE ”' " , . . . , ), ,, . .. . .i. ` 11 's . a amended so the. a minimum of �50�, spaces are a minimum of 9 feet in : • width with the minimum width for the remainder to be 8..._1/2 fire: •„ ' wide . stop A wheel equivalent is required three feet front , of all parking spaces located on the perimeter of the property, Also, a landscaped strip of at least three feet should be provided between the street right—of—way .i;ne and the parking lot, These , standards can be met by simply moving the curb two, or three feet �, . in from the property lino and expanding the landscaped area a devoted to ivy, Low landscaping material or a 'sidewalk can be located in the front three feet of a parking space, Finally, the Code requires that one seotfrre bicycle parking spade be installed for every 15 required parking spaces. "This project , ,. must have five bicycle spaces with the location and design to be approved by the Planning Director, 2 The previous lot line adjustment approval, required the dedication of a uhac easement for the anticipated storm sower located • in the northwest corner of the property An easement was .,• submitted which included most of the necessary easement area, Since they construction of the storm sewer line was not necessary until the site was developed, the dedication of the remainder of . .st, the public easement was postponed to the site development review stage. . 8 , 4 of ns The applicant intends to place one sign near each driveway traffic . • entrance which will direct tc � ne appropriate as ale d iae �a , q . The signs will be approximately six square feet in size 'per side, t Given the nature of the project and the need to provide directional information at the entrances, these signs are appropriate, 4, Allowed Uses U' The project is a continuation of the development on the north side . , of the street. xt should be noted that the permitted uses are not identical because of the different zoning districts which apply, The applicant should review those differences with the Planning staff, .. c, OECIsxON • ' ' � The Planning Director approves N 80R 13-86 subject to the following , conditions: • 1. UNLESS oTHrRwx8r NO I L , ALL COI11DXi I XONS SHALL S r., £1 l PRIOR TO ,, ISSUANCE Or SUILDINC Ph l i x"i` NOTICE or DECISION — SDR l3.06' -� Pt Gl: " . "�0, 4 . ,' F e �� '' it n . . . . \'' - ' { 2, Five (5) sets of 'public improvtem nt construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailed all proposed public ,'•, , • improvements shall be submitted to the Engineering Section for ' approval, 3. Sanitary end storm sewer plan-profile details and concrete . driveway apron ,details shall be provided as part of the public l`, ' • ' improvement plans • 4, . Construction of, proposed public improvements shall not commence r. until after the Engineering Section has issued approved public improvement plans, The Section will require posting of a 100% ? - . ' Performance Bond irtc1 the payment of a permit foe. Also, the �r. execution of a street opening permit shall, occur prior to, or , '' , concurrently with the issuance of approved public improvement planes , , Srr wE»...E..»».,..wwTw.»wH»whE.w»ww»w»»»E.,..w,».1w..w«C.w.w.L�.:.o«.«gr»w«o w.w•.».H.»w».A...w».\.»»UwwC•»UM,aT r.»»»»wC..»Iw VI1wwo.,+wwm»»»o».•rR.p,»,,..g. P..irE»..»C Iw..F»uwIC x«»wwINFORMATION w.»wR...EG.»•wAffl)IN».«G FEE L ,, . . SCHLOULES BONDING AND AGREEMENTS ,. ,.r ay F e� asedsite plan s hall be submitted for Planning Director 4 , ' approvR1 which includes: 4 .• a, Wheel stops or equivalent for all of the parking spaces �3 ;, adjacent to the north property line, ;' ', y b, A minimum width for 50 parking spaces of 0 feet, » . i 1 9 j•� , „ Sw i All remaining spaces shall be a minimum of ' 8-1/2 r feet in � width, d, Location for five bicycle parkin,' spaces. The design shall. r , ., also be approved by the Director. , 6, A sign permit shall be obtained for the directional signs • utilizing the dimensions, size', and design submitted, by the . applicant, 1 7, The applicant shall provide the remainder of the public storm l' ' sewer easement between the rights-of-way for the railroad and Tech ,''' Center Drive, Said easement shall be prepared on City forms t <y (enclosed) Contact. John Hagman of the Iwn„Iineering Divisions t� . ', 8, The applicant shall s brit a non-remonstrance a» "eement regarding . .. ' . a future LID for a railroad crossing for, the Southern Pacific $i Railroad tr acks.acks, h format of the previous agreement dated t ' ,international, February 20 i9ka r between Western P,ePertos an 1 City of Tigard will be appropriate, 9 r This .Approval is valid if exercised within one year'I of the finale decision date noted below. i - ' . O. PI OCiC�DURC l ,� '' .. � k, �o .���; Notice was published in the newspaper, potted at City» y f � , ' , , Hall and rail.ed to No IC5 or DECISION S 1R li a..».g, - PAGE 4 1 � I , R } III • '+ tai ,. ' . .., 1/ ,r, •. ....•. .�'" i,.�I ..,` . .,,... 1.�. .' . ii...... ,,.,,..,. ....•.. ..: ... ...,,.... ,...... v n .,.. .• (,., •. ., ,..i., ..n.. ., ...,.. i \ v n '' ,y i 1 H, • XX The applicant & owner XX Owners of record within hi.n the required d di.stanc 1; Y1C The affected Neighborhood Planning Or•garnization 1 . • • I XX « Affected governmental agencies r, winaLleci.sion: • 4, • ,, THE DECISION SHALL BE F i1IALH CAN nualrt% 4 986 UNLESS AN APPEAL F • IS FILED, 3. 0.P. 611:; • Any party to the decision may appeal this decision in accordance j ' with Section 132.2O(A) and Section 183237O of the Community 111 '• Development Code which provides that a written appeal ° must be ,( ,; filed with the CITY RECORDER within 10 days after~ notice is given r . and sent l The deadline for filing of an appeal is 3:30 i?r , u u „,J.2 « JE3 !, ; 4, (uest'ons: If you have any questions, please call the City of I Tigard Planning Department, Tigard City Hall, 13125 wW '; . Hall Blvd. , PO Box 23357, Tigard, Oregon 97223, 11 , ,. 639-41714 A. ' . w n�w....4«H.Hn. .«n«.«. '4••I..H`W•.ICw...Hn r.HN.I.4..W+l•�• �;.«/4''H.«w' «N«W»N««.a«w./HMw...«H«nna.«lnw.n l«w lw u.lu.arnµ..44ww..«HIwlwwwwwrN.M..h.««w+.w«•r«r.•:w H.H'+n«r..uM.«.wnnHwWw...4N«w..wnw..«r /) PREPARED Y: ciLh , L tden, Senior Planner oA «ast=.. N.w.•w.ww.4«r«.w«wwMN,«w f2 ll ,• ry ' w ' ,,..:1«+4 -...e41/---- • ., W; lIiam A. Monahan, Director of Community Development .E tl P OVE (KSL;{sb/dj54) , E • (t V.,....,.'► I. i .,f,_!.J L�. :_..�+ I ti • I *Wawa(' Affl 4,. 4. '0. ...i°�:<oi4=.atip Wa �' �� • �,I� rye • .r• i , 3 4 4'' ■.*4 .b`!„..Alt-ii.....11 . qk ,. ,., ,,, 74., ...„. .— . ,,,, , , . 1"--------7---'' 1 i NOTICE or DECISION — 80P 13-86 I`AOE 5s • 1 • I � � . ��. � � � � � � III I. � V x.r a ..1..-.... ..l.i __I•._...w..............:»u..ti.lk. � ...-«...-.,..�..«...--....-_.+�............_..�._.•_N'Y...1......._r.w:-.......a. �.�.,«-.:»L+.:..u.1.:.,1...._....-•..,�N...1..w...w...t..wrtrL..-...�N.w.i.,...»xJ........ x... .....,I...x.,w Alan 11ox;+'' ' ,. Milton 0. Brown . Western International Prop. , 301 NW Murray Rd. 618 NW Glisan St. S 300 Portland, OR 97229 Portland, OR 97209 " Criag Hopkins Northern. Yards Inc. 7430 SW Varns 1 70 Box 23368 Tigard, OR 97223 i Tigard, OR 97223 .f- I , • I K & L Investments NICKS PO Box 3896 17535 SW Riegert Rd. y,. Seattle, WA 98124 Beaverton, OR 97005 INTERNATIONAL LAND CORP. LTD WA.RNE , c/o ILC INC. & NEWMAN 29' . SW Westview Cr. 1805 NW Glisat St. y ; 44 Oswego, OR 97084 Portland, OR 97209 I, w I I I I q' Pacific Western Bank Mt. Hood Chemical Corp. 10888 St Main 4444 N.W. Yeon '„ Milwa.ukie, OR 97222 Portland, OR 97210 I I • •'I Circle A W Products Co. 4 PO Box 1171 Modesto, CA 95353 • SoutherrP a cifi c Transportation I , I 900 SW 5th ' ) Portland/ OR 97204 • BURLINGTON O N N CR HERN RR , PO Box 571 I Portland, OR 97207 1 tr. I , 11 I I •. I I I I I • .r I • I . 111 r I I N ( s Far,,; -.,.:a...., k.......... .... ..._.....f._„ •......,....Il.;.i 1.....1....< ..,..,«.f.. ,._a », _. ..,. ..........tal...,..,..f, >ti, .».h:»..... �. ,.u'I..{.•., .`.r,'.k;-..,.�...«.. i-w:�4w.:«....t::l-..._...'.:.......u..r.;.,,..,.:_..:,,:.Sac.la.,—:...,•...,.r.......r ..:_,.,.,..a- . I k k • + I +///,..„i„,-- r(//,, I� /f ( te n�V T ay NG . x . i.e, OF i . .,0.. AFFIDAVIT MA r 1 . STATE OF OREGON ) I County of Washington ) ss, 1 City of Tigard ) A yy 1 ,1 1 `' ,, �„ e.1 (' � being first duly sworn; on oath depose 1 a and say', (Please Print)• , . That I am a r� fur The r ty of Tigard, Oregon That I seated notice of Final Decision for City of Tigard Planning Director E • of which the attached is a copy (Marked E habit A) upon each of the following . °. named On the -. day of 198 , by mailing to each of them at the address shown on t,i attr , ed list (Marked Exhibit B), 1' said notice as hereto ache by posting on an appropriate bulletin board on d the day of 19 , and' 'deposited in the United k aor States' Mail on the ,,orAive day of * Y".— , 198 : postage 1' prepaid I. II F sign. r. r A r I Ad#1' perso ho po d on ulleti�n Board , Person who delivered to POST orrtec Subscribed and sworn to before me on the w !/; ! day oi~ , 151e 4,, i.._3Q 1 I 4 I I f I ` NOTARY PUbLXC of OREGON ,I My commission x...x ryeit , R Gd_/, , p ! I , M 1� ( I i{ Y�• .; •,/,•., I •4d 14. I i 'e' ' 1, .1'M1 r � �11 • RY rt • CITY OF TIGARk R , . ' NOTICE OF DECISION } SITE DEVELOPMENT 'REVIEW SDR '13-8 ti ■ l APPLICATION: 7etesl by Western international Properties a ta allow th e ■ construction of two industrial buildings totaling 68,800 square feet and , related facilities on I,)ralaor,'•lty zoned I-L (Light Industrial) and I—!'1 (Heavy , Industrial) and located on the south side of Tech Center Drive e adjacent to the Southern 'Pacific Railroad (WCTM 2S1, ii)C, .IL 1100 Spar t) and 4000) . D ON. Notice is hereby iyitien that the Planning Director ' for. the City ai' 'Tigard has APPROVED the agave described applicant subject to certain k, L.conditions, The findings arid conclusions on which the Director based his l' decision an e a s noted below, , A FINDING or FACT ' 1. Background , n, ' n a i1 Lcl'i ,� t r'eCar'Clf�C) W r - at�71G1/�,CI and, `,,' I«,a't l..arne �1Cl�t.Ea��lllei'lit (M 1.� ��) wats ! H Q1 l.aM•gc�ci tth�e st�ha c c'tt I�rnal;>ar�'Ly , 1"hie roE^rner e st rnn pr�i ps rity 1.i.ne coincided with the boundary between the I-L (Light Industrial)' and I, M H (Heavy Industrial) zones Since the zone designations were t'. not changed, the eastern 256 feet of the property is zoned I—H and the remainder is zoned I—L, 2. Vicinity information r. //.' ; c The properties on the north side of "i"e h C rrirer� Dri:ire are �I developed' and zoned ;C-P (Industrial Park) . The area to the south ; i � and east it; zoned X-«H and the land west of the railroad '.tl ac:ks is ' zoned I—I."f Tech Center Drive is designated as a minor collector : street and it is intended to cross the tracks and provide a, connection to Bonita Road and possible future street extensions to the north loading to Hunzii<cr Street and Hall I3lvd ' ( , 8 . Si,,;,e Information Land Proposal Description i;: ■ The property i i s undeveloped and s covered primarily by tally 1 grass. The applicant proposes to grade the site and construct two j ' industrial buildings totaling 66.810 square feet, The two , , " buildings will share a common central loading area with, parking r ' located around the building perimeter,, Storm drainage will be 1 directed toward the railroad r}ight—oi 'way to the west 4. Agency and IU CS Comments ,, The Engineering Division has the i ollow Gng commc nts , of The public storm sower line crossing the northwest corner o fi , the property must b + wi•tth In a public easement', As a ' condition of, app ov l for M16-85, the majority of this easement was der.;l it;aimd, Confirmation of the recording of ,,, , I . NOTICE I DECISION� I 4 SDR. 13,-06 PAY E ,• II , , • I A ' i r 11 r . � �1f � . n SO r l' t, 4:�cW_ ",� this �`e easement should be provided and any remaining portion :., : , of this iioe without an easement should have a public ,. e a condition of approval for this i ' .�, easement recorded �;; development, ix'' :.� b. Written verification shall be provided indicating that ' : " Southern Pacific Railroad approves of any necessary drainage improvements :o be made within the railroad right—of—way. t" ' c i"he method for disposing of s•tor�mwater� runoff has been . ' �.. determined previously for the Tech Center, Drive area and therefore a Sensitive Land‘.; review ew is not necessary for the proposed public storm sewer line whaichi crosses the subject ,: . • \' property. .. 4„ , ' • The Building Inspection Division and the Tigard, Watery District i have no objections to the request, .,,• The Tualatin Rural, Fire Protection District incaicaes that all portions of the building must be within 250 feet of a fire hydrant, '. No other comments have been received, • 0, ANALYSIS � :. .� AND C'ugillC,l."L)�:)aC�i11 This proposal is consistent with Community Development Comte requirements ; related to building setback and height, maximum lot coverage, access, HI . visual clearance, and landscaping, Additional. discussion is warranted 1,, . '. relating to parking, storm drainage, signs, and allowed ed tases. ? 1, Parking 'the Code„ r e ui,t-es that one parking space be provided for each , • • 1,000 square feet of floor area for many industrial uses. Based } upon the proposed size of the buildings, 66 spaces and one 1' �, . handicapped space aro required,, The applicant is proposing 276 ; spaces and two handicapped spaces, This will allow sufficient f • lexibility to accommodate the few uses permitted in the I14,, zone which have higher parking requirements, , 1 '. The Code standard for parking space dimensions is by feet.( • All of the spaces shown on the site plan are 18 feet in depth and )� the widths vary between 8 and 0 Feel:. The Code permits the U80 of v - compact spaces A-1/2 x 1B fe et) for 25 percent of the required i • . ,number of spaces is well as any l spaces provided above hth e required I ' ! amended s o that wt a rrr�l r�r i rrr a rrr� �f 0 spaces'I; r°� t minimum t � 1. ,n must 1. b e amount, Bated upon: the above stain w s s.., ry �1 amernc, !" ;'f 9 feet in width with the minimum width for the remainder to be . 8 -1/2 feet wide ” A wheel. stop or equivalent is required three feet from the front f of all parking spaces located on the perimeter of the Property. Also, a landscaped strip of at least, throe feet should be provided • between the street ot r ijh'tz—ofi—way line ahri the parking l+ot, The e standards cam , s! mot simply moving the curb two or throe feet l: in from the property line and expanding the landsca.ped area ea 1 . • devoted to aa y, Low landscaping material ial or a sidewalk tan be ! r located i� who ,f„on, three feet of a parking space, ' NOTICE Or nZCxSIJN SDR 13-86 - PACE 2 I I • .4,, (It! n r n l • •1 r ,4. ! . ',I , c ..:', '. • , >.. f. , (:;,,. - r' . Fin ylly, th .r Code requires that one secure bicycle parking space , be instilled for every 15 required parking spaces. .'This project must have five bicycle spaces with the location and design to be -' • approved by the Planning Director, 2, Storm Drainage �; The, previous lot line adjustment approval required the dedication; of a public easement for the anticipated storm sewer .line located • • ; in the northwest corner of the proper^ti'. An easement was } submitted which included most of the necessary' easement area. i Since the construction of the storm sewer line was not necessary r until the site was developed, the dedication of the remainder of the public catlement was postponed to the site development review ,. • stage, r- 8, Signs i ;';; The applicant intends to place one sign near each driveway entrance which will direct traffic to the appropriate dri,uewy. ' The skins will be approximately six square feet in sire per side, Given the nature of the project and the need' Ito provide !' e itt.• , directional information at the , ntr^anccs, these signs are '��' • appropriate, 4, Allowed Uses ( • The project it a continuation of the development on the north side of the street, It should be noted that the permitted Uses arc clot . : ., identical because of the different zoning districts which apply. , The applicant should review these differences with the Planning staff, 0, DECISION • The Planning Director approves SDR i subject to the following conditions; 1 f• 1, UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL 8F:: MET PRIOR TO i. , ISSUANCE OF I UILIZl G PERMITS, f' e 2, Five () sets of public improvement construction plans and one (1) i: . itemized construction cost„ estimate, stamped by a Registered i ' Professional Civil Engineer, detailed all proposed public improvements shall be submitted to the Engineering Section for, i ', approval, i a. Sanitary arid storm sewer plait profile details avid concrete driveway apron details shall be provided as part of the public iMpr ovcment plans , 4, ("tor st:.r uotiori of proposed public i ►provements shall not commence'' y, until after the Engineering Section' has issued approved public • , improvement plans. The Section will require pos 100%ting of a 100 . .. • Performance Iond and the payMent of a permit fee Also;,' the i NOTICE or DECISION H CiR 18-96 . PAGE 8� .44. , • Vl x« execution of a street opening permit shall occur prior to, cti r ! n concwt^r•ehLly with :he. isstahcc? of �p t::+uo,d public inpr avement • ; � plans,'.n..«•»»S»»".ni...».•»»»n...n.lr.»••..«E N»..»•.C»•n I.O•u»$».•E....p..»..»J••n.I A..nn1..»..n»D..n,•»Or•n»Un«»•1 ..GIVING .».»,MORE.»»:»a».l.•C•�»•I�»C» •»•»�l ~ O R M ATI ON , REGARDING', r wE SC-Iw )IJlCDBONDINC AND CREC MEN a. » . wn•»•• ...... n 1 , . 5, A revised site plan shall be submitted for Planning Director approval which includes: ! for all of the parking s aac a ti equivalent g ! a/ Wlhc»�a. stops or � adjacent to the Inorth property' line. • I ., I A b, minimum�'mum width h fn" 50 parking spaces ace"s of feet, , , • ;, • • c; All remaining spaces shall be a minimum of 8A-1/2 it in .A width, d. Location for five bicycle parking spaces, The design shall # also be approved by the Director, 6, A si:g,h„ permit shall be obtained for the directional signs utilizing the dimensions, sire, and design submitted by the applicant, k • , 7,, The applicant shall provide the remainder of the public storm . : ' sewer easement between the 'rights—of—way for the railroad and Tech kl , Center Drive', Said easement shall be prepared on City forms • (enclosed) . Contact 'John Hagman of the Engineering Division, •. 8, This approval is valid if exercised within one year of the final i' y• decision date noted below, ` ' • • D, PROCEDURE 1 , Notice.: Notice was published ith the newspaper, posted at City Hall and mailed to: XX The applicant & owners r , • );X Owners or record within the required distance ' .•• N»Ww.N•»»»»W»».IIIMar I , KX The affected Neighborhood Planning Organization XX Affected governmental agencies • . ' 21 ,i,».ritaMM l»Dn»we 5A Pn..0; � � ' I ' THE,' DIwCX$Xh111 SHALL DE l� :I\IAL, ON ,(.1,1 29, i, 86 UIULIISE AIV;'APPEAtl... '•I ».0-»• IA ,un w••..••uwu•ww..+wwww..lu»w ••' Any party to the decision may appeal this decision in accordance with Section 1ø, 3229O(A) and Section 18.3/.870 or the Community , Development Code which provides that a written appeal must be 1 ,; filed with the CITY RECORDER CORE El within 10 days after nOti,ce iss! gi.Var� ; I I ' NOTICE OF DECISION I 8D( 1 786 — PAGE 4 III I • . �- .�..,...�,..., .�x...z,......aw...,...,....�..,.,.. 1,.':.I..,..,,�..-.,w...-,•. ..a �i.,-.... .,.....,,�.�...i. �_....�.. w..d,�. .......„..,.I_...,,...,L..G., , The de cif iii "foir� filing of i I appeal is 3.3O P.M. 'u��/ 2 �,96C ' .rwn»...,uwRw.......w.Nwrw..,w.wWw..M.Mww.,M ,,. 4 u �s�t2 as. If you have an questions, please call the City of . • .,.” Tigard Planni.no Department, Tig Tigard City I-fall, 13125 8W • Hall Blvd. , Pb Box 23397, Tigard, Oregon 97223, 639-4:1,71, r •� � W,.• ,...." � ,w{yFw..�,W ..Mf.... "r....hrG�uwn.�.. .M.". E....2/0 ,rIF i M., ..Wrw."..M.Mw., .,. P°I t' r Ke it, 8, Liden, n'or Planner TE , NrWW Wit. i t A. Monahan, Director of Coy mnnity Development DATE A$ PROVED (I<$L:sb/d j 54) • , I • . • • I I I i i I , I c I I a I I , x' fY •.1 • ` .._ w,. , _ ♦.. .._....,., •..,,..,,.A..,.. ,,...t-:I..:.h..,..•« ., ..» w.................,....'1,1) a-t=1..,,,,..,..,A....._.t•.� ,•1.,.i....,.a. r'a ,t,. •w.::iH Il.a.:..r,.,.e-L•,...L.i...u,..w:'.... I 'Alan Fox • , , . +„ Milton O. 'Brawn Western 'International Prop. 301. NW Murray Rd. 618 NW 01isan St. S 300 Portland, OR 97229 " ` Portland*. OR 9720.9 ; . . r Grigg Hopkins Northern Yards Inc 7430 SW Varna • 1PO Box 23368 `hand O'1` 97223 8 Tiguard, OR 97223 • • R & 1 Investments f PO Box 3896 17535 SW Riegert Rd. ;eatt2,e, WA 98124 Beaverton, OR 97005 ,r 0 } INTS1�NA`1TO»A1, LAND CORP. LTD WARNE , •' c/o IC10. idRW1AN 2917 SW Westview Cr. • 1805 NW Glisan St. Lake Oswego,x OR 97084 Portland, OR 97209 " Pacific Western Bank Mt. Hood Chemical Corps ,, 10888 SS MAt 4444 N.W. �,. Milwaukie, OR 97222 Portland, OR 97210 • . ! I Circle A W Products Co. �» PO Box 1171 Modesto CA 93353 r • Southe nPacific Transportation 900 SW 5th Portlando OR 97204 ' BURLINGTON NORTHERN RR PO Bozo 571 Portlandk OR 97207 r• • ,y ♦ I . . ?R , ,•• n a o • \\\' +w,. -A._r:............»,__,......«_.,»..»n.. .+.....k.. ..-.... , .. �. . _ ,.I...-.,....x..u...a...4. «......«...�.Ir_.1_,.Iw f.-w..w.. ....,...,...., .._,..-.....+...>.,. G..,I..- .,a.-.w..,..,c._... .1....sn•wrau......... ..... ..i.,.u.,.,..... LLkV1 , . .. ( , IA f t AFFIDAVIT OF MAILING l' STATE OF OREGON ) County of Washington ) s s, City of Tigard I '^, '_ I, ;ke_ \., v _. ' -1V--' , being first duly sworn, on oath depose f and say , P ease Print) That I am a ,..(.. - 1,1,...,� for The City of Tigard, Oregon, f That I served notice of Final Decision • I ' N . . , for City of Tigard Planning. ?irector of which the attached is °a py (Marked Marked Exhibit A) upon each of the following ' named persons on the 11,(Cztc day of , CJ,Ay.( 198,0, , by mailing to each of them at the address shown on the attached list (Marked Exhibit a), said notice as hereto attached, by on an appropriate bulletin board on 1�"� yf � ° , the \.(?,', day of ''''.' 0\\k-1 ., 19 (-,,,' and deposited in the United Status Mail on the \ ( day of U\s . ., , 198 , postage prepaid , „„,,. ,-• 1 ,, 11 ,..A.. L- ''- r”. „'• I Person who poste orl 8ulleti 8 aired . ., t I **ii- 1 i I 'V w" person who del vexed to 1ST OFFTC Subscribed and sworn to. before fil0 on the day of ,,G a i q8. , L!' t • '1 NOTARY PUBLIC or okEGO My Comrttission Expires`t ..-4 p., gj .., , . n 1, F'i� Y�C J ^ 1 „. . . / , . ,,- . . . . , .. , e a , , c/ nt,. p� woo VailliMMOKCOUKIIIC 01160M4 s. itossys's' ,, . ,, ., SITE DEVELOP,c _... E : ''LC�..,. ON . CITY OFTIGARD, . PO Box 23397 • Tigard, Oregon 97223 °- (503) 639-4171 FOR STAFF USE ONLY ------__th : i • R ' ECEIPT N • APPLICATION AC .. PTED BY: f ' DATE: // . , j . .•. , , 1. GENERAL CNEORMMxIOd A pp 1� cation elements submitted: .. PROPERTY DRE S/WOATION To Sae a si.crned. " (A) 'Application form (1) / B) Owner's signature/written . , ■. TAX FLAP AND TAX LOT NO. Tax Acct.#2511DC, Lot 400 authorization ai1t of Lot 1100 (G) Title transfer instrument (I) SITE SIZE 5.58 acres o ,) Assessor's map (1) a PROP TY OWNER/DEED HOLDER*i�estern Internat�:ona1 P opk t�,. ' sPlot plan (5 copies) ADDRESS 618 N.W. GlisanSte.34g NE 241-7498 • I v''(F) APPlieaint's statement CITY . ±j ar d. QR_ ZIP -.........._ i , (5 copies) x Alan n J, Fox �.414401.APPLICANT A 4,./(G) List of property owners and ADDRESS 6 8 NeW Glisan Ste. 30kONE 241-7498 I addresses within 250 feet (1) .., Portland OR 97209 �; - CITY .�.,,.:�.. . . ZIP + (H) Filing fee ($4 - ) *When th owner the applicant are different people, the applicant must the purchaser of record IN ED� or a lheeas®e 1.n �ro,ae�aiaiAn lr1th w'r�,tten auithciriz�t�oin DATE �D1�T TO BE t"OkI��ETE ox an agent of the ownet with written a . AUthorizat on. ... m wnear , application in the a space provided on page two or submit a written authorization with this application. PROPOSAL SUMMARY request site development review approval to allow conStruction construction of two .nd u s riAji: otfiC e FINAL DECISION A E ADL1dE. , . COMP. /ZONE DESIGNATION: • ---1. I N. ;U. Number: L The owners of reco rd of the subject property ii bUildings. Total building area is approx. App rov . Dat� y . 66/810 square feet., ,� ritl Approval Dtt�e. Planning 1 1 .4.a.a-r8..,.t.i:.:+:=.w.'mC—w,...........t,.w..>....-..,.«.wLLw...u.+...r.,_...n..:.a.+.w a...«.._u ._. a .«.»,+,. . ...., .r•... µ x(, . t 3. List any variance, conditional use, sensitive lands, or other land use actions to be. considered N e. ` ed as part of this application: on • 4. Applicants: To have a complete application you will need to submit attachments described in the al,tached information sheet at the time you submit this application. I I . 5. THE APPLICANT(S) SHALL CERTIFY THAT: A. ' The above rye oast does not violate an deed restrictions that oaa tie ; attached to o r i�►p'osed u�ot� the sub c t crape rt . B. If the application is granted, the applicant will exercise the rights • granted in accordance with the terms and subject to all the conditions and limitations of the approval. C. All or the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. The applicant has read the entire contents of the application, including, the policies and criteria, and understands the requirements for approving or denying the application. DATED this day of aaaal., 19 (7s SIGNATURES of each owner (eg. husband and wife) of the subject property. • • I , I 1 y I I Kb f M 2 t ( e " r r Yr , . 1, 1 • •Y . • ' , . ' ..r I I . , 1 1 4:1' err - r, Ta 1 o 4,= ,I , „ " tI C� " „„,, • A A H N ° rr;j . ca , r+ a) Z ct,. a .o A , 92' 0 c, 'o A Q "11 C O Nn co A Q 1 r I W te }o CI) * ry � o r , O r. • t I ..'^I ' A n �W 7 ,.A 1-1,� fi . U W ° � � t 1 r"flo m om' * . -0 O H" n"N '(UA P-� 1\ 11 N "p, c w A ��, = 4p m 0) e A 1 /'y� �'' m � � , I � � as C i 7 C I a HW r''' , 1 r" o s, z ' An„ 1-+". Hr= — 1 ' Oa c dyecm t,,,,,..W 1 "�., * *v L" �� 717 o w „, I W C' R' , PI@ ce n ,n rn ca. „ m r�r 0 m o o � Ilr A 1++ � t , r '" C j, . , r, ?Y y w ar . r• I' flu rF J ii'? , � Cn J,gyp a' i , •fix � r' >, Il r l • •( • 140,0.4.41•;-;.",. ° X1t fob;the':' pas r c tO ''art 0tadu trfe buildings‘? 'A ' '' •0� i K e ,ai de1ate "faciUUttes:00:popertzon04,1 L Light 1 1 i ' M ,r ' 4�Mv ' yy�W' J f U� � t ' y t .tie' 1'P ,1J 1 1 � � +fie e1tafi�,tideoatf�' paeiY�4K `a lrpap, 'VC 11 '3'tl� 1 11-912�L '�y i•"" .QP',�4 ! ,7 r p '',.,,,,,,i.,',',',",,,',,,,'„,,,,,,',, I Rw+l7 4 y�•r�^''''"� .pF!� f y 1 ili If! .- ;II 1 .ti,r �1 , n,1 p , ,7 11 '1„r :z {I' � 51 1 I w a ��'` M I,�,s¢J f,('114.72`ti�}tt"^' t 1 r.;I , / � ! � �Y AirAl 5�I .,r.�r i,. 0 fD N;. i'44 ,S7'f'{{ I T'I aY+.{�,?, {( ,,tc w ,,�+ ` -n iljr wv 1¢r { '` , qoM.� �T +�".v'-.,a e')�, .. 1 },Ii,,.t'4 T. 1 1 F � i„,',,,,,,,,,:„,,,,,...,:-1 1- R H 1 Ik 6, , °+' ,V` 1 th� t l 4 4N 1 I '{ 4,.`N. iR...,,,•,,,,,,-,.''�'1.I, M. ,:/'111,4; yyy---111 1 f� r l .'�1 � j C;) I , ¢ • it,. ]� "id t ai { ,qi l w.'. II u 1 1i r ` , ,!I ' i ' N ` .n, k J IR,1✓ 11 1 Y� ' 1 �1 a AA 1 , '�C'R.` F G'7 '� r 1 , a �k s5t '�'.1 R'' ".I' r t]i� condiUons'a request for a Mi r . Qr l i'' I i w d+ a��1q 246.. q t. pair gel into twt o {f 0 2 �f } Y i r. ,1Yw �1 � w, ia`i1rF,i' }+r 11M.+p, F,'tf„�F� fVhft�+ . F&~ i �P oo a i' 7artec 4 R;' tv ( identih'1 4.0 'pants/eMcxe. ,ae ted.. r ,, :r,,„; i !9,7th' v e ands E1rese�-,Si,f et .0v- CT V1,`2$1 },A T61-,, - : 474`F,' G tt,"Nf? ¢ , .r 7 ,y A I ',�'I 1 1, �, .I d'9 1�Rt' ;'d SAw',(!"v ICC A ''` t ! a t,f 1 I , 71, 1 , � I',1 1 a;A,- i,.) ✓ „4 A v 4 11�}�.m i / 1 ',7, t 1, 7p� r s° I' ,. Y 1i•, fi,A44:- }q,- 1 I2 1.1-{ : t ,g'dP '•iP(,,, �11,-.. 'w,iff.l l W'�”' il. J:v:I '�' Nk , xit` r� ,! rI+1'� 4 �"h,:,4,,LY i,;,4,'�' � ,t,,,k'' ,1 r+�'� L:i!ftG3° .!iy„ �I �'j..y^'f_w� �Yv P, :1'. '•I,17��I`� i rt� 'i�r�.C,,( +{'.1�rii, y , ' 1 � , ', ', � �' t,',-,2`..41,.',,,10 t aid t rRR..', i' P w . �� .l k, uni y4l � � h Y yy /7 !nl,� 1 ',if yrl�� W. '"f; Ir `� r , Wts�'1y M,"R 1 1' 1 1 g,,, 0yy1i r. P"i fi p II',�}t'If ,x� i y Ir" , ' �.�,,,, r p t , ' A F L/?4 W 'C ,:J�1 1�. Yr'Y .i 1 r''-4 1 <i": SSG " � Pal ' ArCIt„ ItI �'lt'Qf G (itiIfi1"l�uR(BSI!I�, r, 1:i,. ''°. "..i- i..�4 i ,� rsi 1 1. �' i �'d i,!v,^I 1;,1J1,it ttiii�,itti r: 7b ,';, 1 1 ' *a r . °,d r x"i,,G. �t 11k 1.i r,,��;r ,,,. 23�k e dec1'tyq yh, au a Alai}$ - if i /r'�f" •I ' �.n,' r t a 11 �*'*'M" y "��j� �t'T�� W -ir� pealy�this'�' cisi �G`�, l,,t „ . i , i;4:18, .', ;4 d ct o ,gi:i2*370'af"the ,` k, � , . i{ � ,�° 14)Ri'0 d.�.., W„J+ e �'appeat may be i� ' . i{ �",yi. . ,,$4' 4Y a�n 1'v lie&".d Ve'nftil it i 4 [ 1 A," S n• v. i ".,c.v r�.'9t�.��+',l', ��{'It'ii• 6 ' i :�Nl•g,,i T : , a,ti, k,,,Set d r ,ri: °'I ,`fit, SrJyi �w�r. .`r,ur•r',+ , ' ' :,Rt�a)',•47•40,, Al' +h ti °_'' ! ry , jY'�,1.1 •r M�. G .4k y, �.7'! , d'' 1 r�,,t'7 4e.. k)Y,y i. 1J.IV4 Yt,�{fir ,?M„1„o� ',,, ### I, .• ., ,,,,,A. 7,•! m 4+ ,.'.,'"-•A,`i .4,...'w;y rc!h,'.4...,,:;a.,.:ew..,..wwt'„;4k+,.,+�„r.,..r ur r*,;,.a...4 ., I r• ,.,. «.,,,Y,..,.I ..-, m.,r,•rlr �,�.v-', 'Y,'r... r,-rr"-,„w..,.....n,.,»«-¢1 -..,..... -..,. .,.r,.. ,..,r...+r ..vr cam-'-*,- ., rrM+«.r. _,.r, -,. .,, r , - .,...,. .- ._.' r ,. .., ' , i 1 f \,�a... ' , 4 . � 4 CIIYOFTI6IRDNo 2 ". , i 4, "(.1 . 12755 S.VV.ASH 1.nT1l1? P.O.BOX 23397 II'r m11 ; I ., TIG RD,OR 97223 Dade�: r Name � Address Lot Block/Map Subdivision/Address I ' Permit#'s Bldg. Plumb 'Cash Ch gk 1v I. Sewer Other Other Rec. By z„ }' ' . ` Acct. No• Description Amount 10.432 Building Permit Fees I 10-41-600 Plumbing Permit Fees 10-43'1.601 Mechanical Permit Fees ,; 10-230-501 State Bldg.Tax • 10-433 Plans Check Fee 30-443 Sewer Connection 30-444 Sewer Inspection • ; 51-448 Street Syst. Dev. Charge 52-449-610 Parks I Syst. Dev, Charge to 52.449.620 Parks II Syst. Zev, Charge l 31-450 Storm Drainage Syst. Dev. Charge '. 10-430 Business Tax 10434' Alarm Permit l 10-227 Bali ' 10-455- Fines Traffics lisdlParkirig ���, 1, 10.230 °PTA Traffic/Mis d/Vic. Asst, • 10.456 Indigent Defense 30122.401 Sewer SeryiceltJSA --.,—__._. 30122 02 S euerServicelGity t � Sewer Sevice%City I�airit. 'I 30-125 Unmatched 31.124 Storm t)raina g e 1; 40-475 - Bancro_ft Prin. Pyrrtt. !, 40-471 Bant hott Int. Pymt, F. / 1. d': P t':"1L 1 4�• , 1 1y,d{w,"a,• , i ..d ,., , , I i', s (, GAYS • ..,/. •• ',, .+ ..,,.,.,. ....u..._......•,,. ..., .. ..I, f ..,,,..,.• ..,.. .. •. , r REQUESTS FOR COMMENTS fO: �( L ' : I GATE: June 25, 1986 C. w....r.:L�. M, «....«www.«..w..�..1 +.w«+........ Nw..M......:+1..ww.»r«.ww....w..: ....+..+..rwN rN..�....»rrw w««..,w..r...F....1..wiw.,�..w�.»............... �, FROM; Tigard Planning Department RE; SDR 1386 Request by WESTERN INTERNATIONAL PROPERTIES to allow the consv.ruction of two 'industtia1 building totaling 68,800 sq, ft. and related facilities on ,'�. '' r•.N a...:�«....«.«.«... .w..r....�.....r.N..r........»«. .....w..l.' � d.r.:......... .N...-.......... ...�......«--'-- --- ....IN..,,.r...—w.-..,. property zoned I--L (Light' Industrial) and I-H (Heavy Industrial) and located r« on the south side of Tech Center Drive adjal;ent to the Southern Pacific Railroad"'CWCT '7'S'7 _1..D'C— lots W`o0,"` .par O"fl—M'"'z ufm0) ..�- Attached is the 'Site' II Plan and applicant's statement for your review, From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near fture, we need our comments by July 10 . ' ��I ' � � If� you wish to comment ,on�this application, y � _... N_N., :' 19:.�8� :�r You may use the space provided below or attach a .NN,.w_I� separate letter to return your comments. E ou are unable to resond by the above dat , please phone the staff' contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, P,O, Box 2,3397, ,Burnham and Ash Ave„ Tigard, OR 97223. Phone; . 639-4171, • ' � T Ir F CONTACT: wW.IwJ.r.. Keith th.,L iden I I r PLEASE CHECk THE roLLOWTNG ITEMS THAT APPLY: We have reviewed l' the proposal and have no objections to it Please contact t of our office, wW;.,.N.r.W.w..N�r., , rV..wMrr..rwFNrrN1.1..NW N Please refer to the enclosed lett'er, Written comments • �r.rrw..NF....iVw. 1 wNw,rr.l.4rLw..WNrr+V,:N.w r.w....Nr.r.rr..rw.wNW3.i.WrV' rrr..+rFww.11.•wNwrFNV:..NrNwNWNFVwF�V� . ..INN.wW rV,. rrr Ni .i•. .� N..rN NNwr NL.4N w,rwr" ' rNw,.r..Wrrl«r,•NN.w,lwrl«wrwMVr.:isw•r:WU..•HwNI,I IN.Nr.�wVlw.N.WwINIVwMxN.wwrwwlNII WINNN♦hWINMIV.«•Ir.• ',ILwirWW.«a.VwN.IFMF .WNlrw.«..w1VM.i�rlNrwiiw.N..•N,r1V•.N IF",�, r '' � NIr ..Vr.rrr rNM.:1w.NNNNNYi.N.N.rlrwr .....N HNw.Nwu.N.,r.r,NMNl:,.VrN1r�r�N.wr.www..1 n,�rw•VnM1:NVU.++VFW..ww'.ri�.+INwr.wr.MN411rr,+NIV,•V a vrwyeyr:VwF.,+rNrarlw..�.r,.�.r+•.+w i w...µ.IwwllJMr.r1.4N.rir......rFW.rJNwN.MwN.WJ�.Wrw NN....•NNN.NWWNN..�.NINN..0 N....•NIw.wW.NWWW..1...NNW+r•r.NiN..NN,.WW.1.........N.r.:rF.i.tw..rw+1..JfFWri+Nip.:n..rrl.««.Fr..FNrwr...J�1.�IN.VN».,...NjFNI{ r+..14N.WIr+NN..wkN, � i , '' I , • •11. • •, � 4...w..NMN.N.FNFwNN.wN..V.w.w+..l..:V:..w....«..:N...f::wWWN.a•• ,.N..�J r 4..V.wWw.....wN......4..i.w....r.3FN.N+4Fr.wF1:WV.,.w+r I�..I.WW...N•..J..F.N...IN/...Ft*NMlw.w........rnry..•..,.+,.f•.+' ' ' � '� M111wtw....JrrN.NNiu. �...wuwFNNFN111jii.IM.W.�.N:HrM.«W.Y.Mi IIIINM.NUrrrMNi.l!i..wNi�F.HII NV'- ••� NW4NM,:r.: M:ll:.wllN "'� "; FN..wii4r.UMV1.M.+.w�MV+•F.11� Irw.rW.i+VTF.f'.:r..wNWININ+I�•w•.rrxN rFM�.�+ � F.,� '. ' , � ' " V�y:.1,F...w..w1u1N1«..w.r'......1.N.r..1...M.I.�:FN+MI».WNY:�...IN«.Vr.u�.FUiN.l...Nr.wilMV..iN.N.NNNWWiWFl.wwrlrlN+r.F4:...NN r � r ..,.awN...•, � 1:M«4W.iwNNLN..b.F1•• ,• 'IFMi.+.:.�M+1.1.......�.wN-. u. F!f[ ' W.V...alF+rN�.w.w+J.1.K4..+Ir...uwNlWnliNwi...« �1 ��:.IwI.wF'N1N11rVIFFMWMrkW1N1H1FN1w.1l1FNIWINWNNw VILI.e:'� ..r:i.WFIN1i..?.I:�.��.�N+M...W�l.rl 1�,.IrrwrliNMlwWNw.r.wN.wILLNw+M WF�..IMNNNI' "WI.IY.wvw...NU1NI1rWN1.wN.iF.NW.i.:NNM+r�.u:.i{.wµr.+r �� � II, ' Name of Person Commenting: 1 b4NU+tw+++w+YNN"W.Wr.r Jul.wFn4,.W'1,rH+WwNMilw",...Iw...xlk.rN.1rM+�+F.N..NW..u..., Phone n e .No o. I I FN+Nn.N..+aN.,NNwN.FWWrN.NWIN.I.FIMIW.NW INYiNNwINNFVM.INN. (1 � r �,'�� (KSL;pm/03! 6P) • • • , u. ..a .-_,,..,u ..,.u.... .,......,.. ,.. ..,,,, .,..-.,...,,,wnu.., _..-.., .»,....,,t.....«...w„ .,,..a•+,R..,.M....»....i.a,,,.«.i'.uu:,.,,».«...,,..,..uaw,.-.,..,.a ...,.c...:,-r....«.....,...,..+,s',:...+-k.:r.,.«,..w-.e.»a.-uN!', ..+:.�,.c..u,.,.ri Y»,..wn.,wo.t.,..,.....u.,-...,Id1.a::w,.,:.i:.:..,MS.c,.(.,a.E,.,u,a A NOTIFICATION LIST FOR ALL APPLICATIONS 1 tielf NPO No CPO No. ,2, CITY DEPARTMENTS S w_.Y// Building Inspector w Parks & Recreation Board • City Recorder -_r. Police �_ Engineering-�Raridl Other . 3 . SPECIAL DISTRICTS .�. 1/7 Tualatin R,E.P.D, School Dist No, 48 (Beaverton) G, • Washington Co, F.D. No. 1 School Dist. No, Z3 (Tigard) p, Tigard W.D. Other Metzger W,D, 4, AFFECTED JURISDICTION Boundary Commission Wash. Co, Land Use & Trans , Dept, City of Beaverton Brent Curtis METRO Kevin Marti n Planning Department Other STATE AGENCIES r� Aeronautics Div, (ODOT) DOCAMI I. Engineer � Division of State Lands Board of Health Commerce Dept. — M H Park Highway Div. Lee Gunderson Fish & Wildlife Parks & Recrea, Div. (ODOT) LCD C Subdivision supervisor PUC r� Dept, of Energy (~ire Marshall . Dept, of Eniv i ron Quality Other .. . 6, r E'DLRAL ACENCflU , r Corps of of Enl inors : Other i , H l 7 SPECIAL L� i f General 'telephone Pct-t,1and General L.l r ct.r°isc la ciric Northwest Hot tl r C.Other- . PJor Lhwest Nattar�al• / 1 (pm/021J/P) o v ',rrr • . ),. . , .1..„,..w...aa-.»+.Ji.+.... ,1,1.»..eY-...sia...�..�..,.�lt,..,.wu.,_,..� G �V ..«-..M-,r.«. ._.> ..I.,a ., .d ur A... ,,,..,., 0,,^1.41,"...-.,,,,,.x...-,....+,,....4 4,.∎04.....,...o.,..o..-,]...j.4..vM.„,,,,.,.r.4%.,11M,.:...,... lsn.,....1",,,hw...,4W4..,, lA . , N ,,,," ,'. A ur.w�...ni.NlM,. � �q,...4'„n.4.U....l:«.M�Y�3 -.+F�i....A....i, nN r� �lr ��� C 1/4 C014. ,,? 4., \ '138.4E 606,75 r� o 40 0 NQ►14'1"H LINE JAMES H. MILK(.,IN ' IJLC,, 43 t. A/6 14/ :4 Al }lr q,e. 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Y O 1 i ° / G � v 7/ - ��.+ 4• , J � n q ,. Isi' ND. 900 ' �I 1 1tiY 1^I • .} 3' $t M A rM �1 ir7 Gi ` 5� � a*�br�0w N e9 , 1 _alarr 1 1 \ iiin I . T"---I. 1 - 1 U ¢ 4.i .\ . n a 1 - -- - - J J . ,___...14----------- .. i PI • - I i n Iil \ 3 w _,N I NM/ _ V J t Qom _ I _.= - s6 o L to ht J 1.711 43 F.P44;k4IP\ 1 t./3 D , Z . 1 tr `tea %. f, o t • t- o 't c...Ity oF TiaARE) tt• -PM -rs' . THE NEW :it= - -13125 S.W.Hall Blvd. iL D I E P.O. Boy 23397 _ Tigord,Oregon 97223 _ . 4 --* 4 - - .. ,a , .._.,,, .., ip 4F..,.... 62. \3 'g'-' \\.' ,,,,,,.. --*--,--.0 / _ _. _ : .. SV -'I / _ :3 . r & L Inv s tment� "` �� x Seat t , WA 98124 z -� =_- , 0 s A 1.........,T DEI 'ABLE ; , 1 `_ '`; (-9-8'x3 l c51 ._., IARLE TO FO1,WART.-4--e,, 4• 1,14d ' }1 4 EivitsN,T4 WRITER - .3.1)7 i . UU1i/ ii _�. t :4-h_11_44 -. 3;� i rt e- b . WH 1 +r...x'NM�...rv.•rJ w s II SDR FILE CONTENTS a SDR ' .:' 113, .-5k, SEE ALSO LEFT S .DE RIGHT SIDE Property Owner list ssesso' Map/Maas/Prliminary Plat May be attached in envelope) - , ,, gency/NPO Request for comments egal Description/Deed eff,i�davit of Publication/TT getter of Authorization . t9pplication arrative/Correspondence with Applicant icant; , , Affidavit of Mailing & Posting Public Input . with copy of mailing labels f� • Notice of Final Decision ---Agency/NPO Comments ,„� • tow,t87respondence after approval tI APPEALED TO PLANNING COMMISSION �_ ' : Date w PC Minutes FORWARD/CALLED UP TO CITY COUNCIL I. • Dante 1I CC Minutes 1, Resolution or Ordinance NOJ_ _ v SUMMARY 41-ir J Approved roved Denie Date Date ,r r . No. of Phases Size of Lot ” Gross Square Footage "4: "' H Special Setbacks Pes],den :ial 1 ;cVm�dl. G`"Xc'i1� f� f �IML i Inaus�t;t^ial , � I'... � 3 I y, j/(O6t6P)R/4/0 I , J r . . : . , „ Januaxy , 1, 1987 ' Alan Fox f � . Western International Properties CITYOF TIOARD f, '' 618 NW Gli'san Street, Suite 300 Portland, Obi. 97209 OREGON , ,. RE: Street Fxte�nsions/Railroad Crossing(s) be,.aee i 25 Years ofSeniice Hunziker Street, Bonita Road and Hall Blvd. 969-1486 • Dear Alan' `" ' i This letter is intended to confirm the City's position regarding the above . topic. We have discussed the parameters set forth in the. City Comprehensive . Plan and how it would affect street extensions in the vicinity of property owned by Western International. The Plan calls for street connections between Hunziker Street, Bonita Road, and Hall Blvd. near O'Mara Street. The implementation of this goal will ' obviously require at least one crossing of the Southern Pacific and Burlington Northern railroad tracks. When Tech Center Drive was constructed, it was intended to cross the' tracks , and connect with a future street System on the west side of the tracks. The . Plan, 'which was adopted in November, 1983, identified Tech Center Drive as a .• minor collector street. Dead end streets seldom receive a collector street designation. . V Although the City's actions to date have pointed in the direction . '' a Tech , Center Drive crossing, the staff does not interpret the Plan in a way that mandates a crossing at this location.ttion. The City's intent is to 'have a minimum . , of �on,e crossing end, the above described connection between 'Bonita, Hunziker, and Hall. If a crossing on the Coe property is established, a Tech Center • crossing might be beneficial, but not required. Also, it may be difficult to • • obtain P.N.C. approval for two crossings in this vicinity. Tech Center' Drive • could possibly be extended 'northwest along the railroad right-of-way or . converted into a cul-der'sac with a change in Plan designation. from a minor ' collector to a local streets yg the City Engixieer, ,recommends that a preliminary engineering I 'Kandy We©J.e'. � Cit . ' ' • analysis , be ,conducted id determine' the feasible ,alternatives for'' Street r i nmente railroad and cre g lvd. :intersection. al g , ek crossira s and thea1.1, B section. The City staff i s tote willi n g to work� ith Wee �rn In to rnationai and , other affected property owners to develop a street plan' that will be , .i beneficial, to all patties concerned. , lease feel' free to contact me if' you have an further questions. k , Se .i.or .� ;* e# ' �.. s g r t .. • i. ar < ? ,. l,7 ,a ��ei. M k" ;., '"tifo 4'� .+w 7. ,P. 7O":4 iii .y�':,1, t. i,lgi .q t 4,' '�y'' '!,'rti.I 4 f! , l' , C,t m,'' .X "!'; Y' 4,h dr r .1'i'� ','9+!,'77-,'. R'"" '7'it '' _ a' ',r .,,�I"r .i '`, O ' ,N ! ' ';�A. '. '1 ry to�., `z i. r �� .I �',�4 , .r._, ?R �,�. u r �,a�,r ' �"y . irk+ r'y Nli�orw :� k.�, �"+ �! rro " 13i25 fV, d b� O o t d 6t394171 ,.--- �� ;� i.:ton Iron , ' • ! . !..�' r , , , ' O , • . N • ■ , r' k, ,5,,,,,,, r a x��X�f ,,,,„,,,,..: n , .4b s 3t�f , r 4,:V.. /,',`,.,k,,,,,?, o •OF' r fjti l• f 4 r F H+p�r.'�p q""td �` wy irj) 4 6 w1 w«1 1•U 11 . October 3 1986 1986 CITY OF TIG�glRD I PLANNING DEPT. . ,. Mr. Keith S. Liden, Senior Planner Tigard Planning Department Tigard City Hal 1 "• 18125 SGT Hall Blvd. Tigard, OR. 97223 Regarding: Tech Center II SDR 13-86 • Dear Mr . Liden: ' , J The subject decision requires Western to submit a non- • remonstrance agreement for a future DID• to build a railroad crossing over the Southern Pacific Railroad tracks. It further states that the format of a previous agreement with Western dated 'ebruary 29, 1985 would be appropriate. g agreement; h.e a ra agreement referred to was not a non it provided that Western be responsible for all costs of the ' Southern Pacific crossing with the condition that the City obtain • a P . U . C . permit for the crossing within two years . Our interpretation of the agreement is that the two years expires on March 4, 1987; i .e. , two years from the date the City accepted Western's part of the P.U.0, application. • � a i The technical problems this poses are: 1 . Western offered a non-remonstrance agreement dated December 6, 1984 for the Tech Center site which was j , rejected by the City Council . 2 . The agreement could . pa� before the y can submit a cep t�bie crossing pe rmit application and have it approved over Western's remonstrance. ' l . 3 . Western n Would not at this time accept an agreement modeled after the Yebruaty 20, 1965 document because, i Western International Properties l��,'0,,of Y 'r tl.i ir,,tlf.infft*1 ,>,,ttl . r'Rff<e r f!'1,'l �„ ,v UM g1 7E98 xiMa�a I._..A.,;.-.-...w..._ . ', , . , .... ..............AUw.-c.w..<t..yu««,..,.,.....,c........._. .....a.a«arw,--+.,,...«.w.,•....1,.,...w-,+.ra «.,......+N.--....-.1...k,... .. k ,-+..n4,,.un.,...,.... F.,.., ., • ' :. a. Western' s property derives no benefit from the cross inch h b, Western does not face the same schedule • pressures which compelled it to sign the original agreement. c. It would seem more logical to discuss alternatives that involved either eliminating the crossing or delineating an L.I.D. with a fair assessment rate based on benefit to owners within the district. Accordingly, Western requests that the response deadline on the subject permit be extended to accomplish the following objectives: 1 . Allow the City to clarify its position relative to requesting a waiver of remonstrance and issue an, amended decision if necessary. r 2 . Conduct a meeting between Western and the planning staff to discuss a Western proposal to meet the City's circulation requirements without a railroad crossing. 3 . If Western's proposal is unacceptable, then discuss the formation of an LID in which a fair assessment formula based on benefit is developed and Western is not solely responsible for all costs of the crossing. /f a fair assessment formula can be addressed then Western would be willing to reconsider, as part of the negotiations, its opposition to the railroad crossing. f, If the above objectives are not shared by the City, then Western requests that the deadline be ektended to allow us to present to ;�� the City Council our objections to the subject permit condition. Thank you for your consideration. Sincerely; w ,ti WESTERN IN,P ErrNATXONAL PROPERTIES tan . Vox ..: ,J 1 'I ot ..,., a„_,... i,..,., .....,,.,.._u................ ..- - ..,,W.......—..n,...-”i...._........._......._,.,--,......,..,.,._.....4„...,,_t:r..r..„,...,»„y..«»..+....,..,...,....,...,.._,.a-......M........,,..,<..+.....,... .,.,... .,.....,.,„..«....�..�.;,»a ,.w.«,.a..,.......,.,..„.,.,d,..:17e..'4r....�...,. .,,.. , , e ( } 1, I :i: , ' r' .' BURTON ' ENGINEERING & SURVEYING • Y o,, -,J Civil Engineers Land Surveyors I i 302 Tigard Plaza • Hall Blvd. & Pacific Hwy. • Tigard, Oregon 97223 • 503-539-5115 ,,,, . A. August 12, 1085 yç- . ' , , City of .Tigard Re : SDR 13-86 III 1.1 C' 2 1986 1' Hall Western I t rr at a1 ra �' . City Hal e n n e a 7 on Tigard , Oregon Approval of Reque t: Tel ,Construct Two Bui, Attention : Planning Depto represent Milton O o Brown. owner .of the property 1, inn I � � C� p y y g Westerly of and adjacent to the above mentioned Western International property. The Brown and Western International properties by two railroad tracks,. It is our understanding that the Brown property will pay for one track crossing adjacent to him and that the Western International and/or other properties will pay for the other railroad cross•- ing .. The above mentioned Western International approval has been amended to reflect each property being required to construct one crossing. However , the approval does' not directly state that. this is the cased The approval states that Western ., International agrees to participate in a future LID to construct a railroad crossing . From our .phone conversation. I understand from you(Keith Lyden) this ,means the maximum required of Milton O . Brown property i.s construction of the one railroad crossing on his side of the J tracks, with no requirement for any of his participation in the i other crossing. If this is 'a correct understanding please consider this letter ,. written verification of that .understanding. If k. there it any possibility that Mr. Brown might be required to participate in the cost .o f the second crosstng please consider this letter an . x appeal of SDR 13-86 , approval for Western International to construct two buildings . ' ,j y -siiicerely, . Thomas Burton ,N q. cc : Milton O. Brown . ,' `. ,•.....,,. .c:w..Mx..N.:IS.Y'Yw.«.,. ., ' I w+.Y ' '' . I I I F • • 4835 N.E.Pacific Street Portland,Oregan 97213 (503)282-456'5 ;.. ,'i;. ' SINCE 1911 Act5ti: t ' ,1y 19 1986 I I 04h, Y Ms. Debra Stewart P4 Op City of Tigard 1/191V //Oil lb' P. O. Box 23397 ,04.:01/;?,.„..4 i Tigard, Oregon 97223 Subject Tech Center Business Parr 72nd and Tech Center Dry Sign Permits Dear Ms. Stewart We would like to take this opportunity to clear up an misunderstanding that may have come about regarding the sign permits for the subject project • Our permit department apparently assumed the permits were taken care of when the over-all project l was approved by the City of Tigard. Since this was not the case, it would be Ramsay Signs responsibility to obtain the necessary permits. aowever, after you notified . Mr. Allen Fox of the situation, he did obtain the permits We want to make certain that you are aware that Mr. Fay in no way was responsible for the permits not being obtained to begin with. F r It is Ramsay signs policy to always be permitted prior to any fabrication or installation. There certainly was no intent to do any differently in this case �� w n y � Thank you for your cooperation and consideration in y.. this matter, I I 1 Sincerely, Qtaiunan' (" Y 8 XGNS r INCI As sto ,9 1 presitiont• vice 5 1 Copy yr t Mr. Allen� � l a f Robert Bailey Design Group . I I I I _„ ra' .,..,.. ... .....«.,1- «.,,-- .. ..«w ....w....,...........« .W.r.M.., ....«,. ,.»._ .4 .,..,,e...._ ..a:._..I..«u,Jn.l..e.,a..r.,..•u.._,wx.w.r»..1:.w...,4.,....,'::.a-:l,..z.,',......M'::....+.u....,wc.' ..,_..u..aw.. 1 t • • ( �I_,.-, REQUESTS FOR COMMENT e, , ;- - June 25 1986 TO: J' DATE: E. FROM: Tigard Planning' Department RE: SDR 13-86 Request by WESTERN INTERNATIONAL PROPERTIES to allow the construction ' , .k of two industrial building totaling 68,800 sq. ft. and related facilities on ' property zoned I-L (Light Industrial) and I-H (Heavy Industrial) and located on the south side of Tech Center Drive adjacent to the Southern Pacific ' Kailroa UTm ZS] tuu ' lots 1100 (part of) and 4000,--W Attached is the Site Plan and applicant's statement for your review, ' From information supplied by various departments and agencies and from other '; information available to our staff, a report and recommendation will be prepared and a decision will be rendered on: the proposal in the near future, If you wish to comment on 'this application, we need your comments by xx Ju 1y 1 86 You may use the space provided below or aLt:ach a i' • 00 separate letter to return your comments. If you are unable to resjnd_by.„ the' .; above da.tg� please phone the staff contact noted below with your comments and confirm your in writing soon as possible. If you have any � confirm our comments xt�.ng as. ' p y questions regarding this matter, •contact the Tigard Planning Department, P .O. Box 23397,` Burt'Iham and Ash Ave„, Tigard, OR 97223 . Phone: 639-4171. STAhF CONTACT: Keith Liden PLEASE CHECK THE FOLLOWING NG ITEMS' THAT APPLY We have reviewed the proposal and have no objections to it. N._.r...r t' • Please contact of our office. • N r N.. .NN Please y refer tr �h� enclosed r C S� d letter,rI 01' F. til4 17 W E N written comments : .11,15:411_x.�:d ��.,rr..N:�r� ��:�:Nrx$0/52,,� � .-. ___. �.�.��JUI1_.., 0 i986 " ur ._ .., ._,r'�7-�. �I r.. ..,, x , �. ,_... . .rx_ »rN ._xxN NN�.�«. .�.,��L� '- -r f `1 T l C;T -ia r a` ' —./4/r'' ., _.,,eP'0 . -�°., .. y x N mac N ..NNr ., I 4.6 . :1 x 1 4 1r»P/N!„„4L/p .M�r,I„_r: ..a.7.C. ,I 341«'1F rw..R5 /OS -.•..,.,..,«.., ,r r ,III 6 � -� :� x,N...x,, ...Nr r ..._.N„x.Nr.�:: { �.r.N.. �1 .rrrM.r.y+w.IN+,!NL+N.Mf+..u.r_r..r.wMSN.rrNNrM.Nrr•+,+N.xx.,.n nlN«+,•1NNxuurHr..NhMINnr,aNN+x,xu....,uu.w...uwj.nlr+rr+...I.NM/w+w.MMNry,tii.wrw.r HNw,N.M+HWIr�.wrw rM,h•,•, 1 rxw.,x.+.rI+M . �, NaMe of Person Commenting: Phone No 662,—,.2.441/ KSL: ;nth 01r6p I , , • 3c)i)1/4-1‘,,) • , ( f ? -(._!.,. ' r REIWEST'•S"FOR COMMENTS . (-7 i I , 1" TO: DATE: June 25, 1986 r.....r..� as FROM: Tig: d P�.anning' Dep t nt {r RE: SDR 13-86 Request by WESTERN INTERNATIONAL PROPERTIES to allow the construction d�, . of two industrial building totaling 68,800„ sq. ft. and related facilities on property zoned I--L (Light Industrial) and I—H (Heavy Industrial) and located on, the south side of Tech Center Drive adjacent to the Southern Pacific o- . . a27-oa • oTr' i ICI (par c`o - an 0")-""__�. . Attached is the Site, Pllan and applicant's statement for your review, From V information supplied by various departments and agencies and from other i information available to our staff, a report and recommendation will be prepared and, a decision s iot7. will l l be rendered on the proposal in the near 1 e, , , If you wish to comment on this application, we need your comments by ,_Ju..'y . 19 , You may use , the space provided ,below or a1ta�ch a ..rr.r,r.ri.w.,� arr.r«....rrr.wrlwr.n' I separate letter to return your comments. If you are unable to respond.bar hey above dat9„N 'please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible, If you have any questions regarding . this matter, contact the Tigard Planning Department, P YOr Box 23397, Burnham and Ash Ave`. , Tigard, OR 97223 , Phone, 639-4171 , ,, STAFF, CONTACT; K..e tlJ a L±den , • r J� PLEASE CHECK THE FOLLOWING ITEMS THAT ' APP YI, ht'7 1. We have reviewed Ehe. proposal and have no objections to it, ^ , P 1.ea,sEt contact of our office . 1' r:Plti as 4 ' cr to the enclosed letter, i )›.e.'..--.„ ' Writ tc r comments: r.r..W.• www. , °,„�� ! r,.._» ...» MrNrww M ...«.Nr,., ` I i, ..r..ww.rr...,r_...W�NM.r I ,.,.. .. _,.., .,...,,. ..W. ,.....,•.Mar..wrM... r...r..,w,.r.,Na._..W....,..�:•r�...r.., ... r.,... ,�,r . ,., .. r ._N,_ .»...N r M«„ r ,. « ... ».M r„,M,,...,.r NNN w»...,. .,N »_ «. ..r..•..,,... ' I� � rJ._«r. 't-M{4..w...N.wwrr.w.ur N.MVNr.r«..ru..ar.ruu«w..NlMU.. Nw.r•wwaNr«.N.+Nrr..rNUU...,y..IN r l N .rw a r•urrN WaN..xVM•.Na+.wwwl..wfN..•.Nw_•,,...u..rw ww.,,ruwuu_arrv�..r,il� � � ' A I N..W.W.rrw.VWN..I.'NNr..�..1.Wrt1rNW...NWr1w •NrwMW.rW..1.l eN,frNr.rrr_rulw{ruuurN.WUwwrlu«,r..rlra..wNN.1.NN+waNINW,w1,{.w.iuNr,....Ma_r._wr.,WVU_Ww..H.WYWIw..wa.rr ,.., rNW....I,Nu•.....Mr+r,A.,.. .-.� � � • rx.�rr♦,u,....a..w..0 •.r. r+•+uY..,rl.�..,a!_r.rN+w a uuu.nr,..r{, u+iM.rf.Nr4.u+Nr.a u.wrwNawai.NN..utwNIM+N.rxru.wrM..bfMwNF.N..w,u1.' •. r u...,• 'n • t III , � N w wMrN4wN,._u.arw,.{aNW,♦..x,WWNrvry»:,.NNrrW.aN1.N.NU.nwNNa.rNN•,. {'`Ill r e ( f p ft M «tt` � � t Co C r' frrs N n �..1r11mot i t,i Y•1t” , rr I i � I I �e �r N (RSLIpm/0,156P) \ , fl I ..'r N o :.: CITY OF TIGARD, OREGON ENGINEERING SERVICES REVIEW CHECKLIST ■ REVIEW OF d" ,«-c.,„3r, SUBMITTAL CHECK ,y'i. (IF ITEM WAS NAME: (.,,l.).t.. c TV.,1 1w-,I 1.1�,a1 Al-1::.W1.f)`�"': 111,- --c4--, DATE: , LA,.,„ \() r(;, CONSIDERED) • I) AGENCY COORDINATION (OR) PERMIT CONSIDERATIONS:: ' • A) Federal �� • �� a C.O.E. , E.Q. , F.E.M.A. , U.S.P.S. p . •. B) State . a Kx ..�. • , L.C.D.C. , State Lands, Commerce Dept. , Board of Health, . ,. . fi O.D.O.T. , B.R.C. , P.U.C. , Water Resourbe, Wildlife, • . D.E.Q. , Parks & Recreation. • C) Regional . . .�. , �' y Metro, Tri-Met D) County . ' U.S.A. , Public Works, Health Dept., Land Use & Tranpor:tation E) Local i •. 1) City, of Tigard: Development Services, Operations, Building, Engineering, Engineer, Finance, Administration, Council, Planning . . . �. Commission, Park Board, N.P.O. !' • (NOTE: Pg. # 2 for details hereinregard) 2) Other: Fire District, P.G.E. , N.W. Natural Gas, Water District, Telco, Storer Cable, Solid Waste, Private Ownership, School District II) GENERAL CONFORMANCE CONSIDERATIONS: . A) Transportation System 1) City of Tigard: a) Comprehensive Plan . b) Street Classification(s) c) Bike/Pedestrian Path Plan I, d) Traffid Studies (CH M Hill & STRAM) . e) Existing, Pending, lender Construction 2) RegionalTranspotation Plan � B) SeWeLage System • . a a a , r • . • • i. • 4 • G • 4 r • . , • 4 i • a • . . i • .. 4 1 a 4 .. City g of Ti arch a) Master Sewerage Plan b) Existing, Pending, Under Construction 2) Unified Sewerage Agency Regional Plan C) Stormwatet` Runoff System aaa . a . a . aaat. aa . r . aaa . . ea . . aa . a 4a0aa. ,)Pf a. l) City of 'Tigard: a) Master Drainage Plan (,CH2M Hill) ''. • b) FaI.Sa j C.O.E. Maps (Bloodplain & Sensitive Lands) 2) Regional $tormwater Management Plan D) Park & GreenWay ,.. eve opment Plan : a a i : .,M . : . a . $ 4 . r a a . a a a a a.a a < ; E) capitol Improvement Program . . . a : : , asa . aaaa , aaea ,'a . a . eaas . . ". 1) Cit' of Tigard 2) til,ashington County )' G.D.O a'l a, , • • i • i _ ,- ,. __.,.,..,....iU,..,..o-„,..a.'a.n m,..,... ...u.,w.. .., u,H ..».. ,.-,.,»..,...+,..«,'xwxe........w-.u»-R:.......<...a..., .._ . • ' a ENGINEERING SERVICES REVIEW CHECKLIST (Cont'd) F) Lu.I.D. Development & None-Remonstrance Status . . 4 • ?' ITEM '#'I(E) DEAILS: • Sensitive Lands q i 4 . . . ,0 Comp. in Amendment. . . . ... . . . . . . .0 : , F'loodplain. . . . . . . . . ,. . .': . . . . ..0 Zone Change. . . . . . . , . . . .0 .0 Major/Minor Partition. . . . . . . . . . . .0 Conditional Use Planned Development.`. .. . . . . . . . . . . . . . . . . . � Temporary Use. . . . . . . . . . Annexation. .. . . .. . . ... . . . , . . .0 ' Variance Building Permit. . . . ,•: .t,�'� . . "?, .m-' Nonconforming Use. .. . . . . . . , . • Sewer Connection Permit! ;:T ?k `:`..0 Accessory'Structure 0 Sin Permit ' "�..1'+: \ t ,`;.`!C-.2. .k.?. . .[�'° . 6 ' • Sign Tree Removaa. Permit. 1 . .Y �A''uwc4 �, • rft 1 Permit. . , ; :... . "- Blasting Permit. . . . . . . . . . . . . . . . . 1, Street Opening Permit, � .). ,. Special Assessment 0 'H Compliance • . . . . . • • . .. . n Business TaX.. .. . . . . . . .'. . . . . . . .. . 0 ' Detailed Plan? .,.;. . -.tts,. ? j Fees �.' ti' V's "r' ..--�' `' -viz.,T.)il✓'` wkz,11;,;t)rN.'&' ' .. ' aW Dedication. .. . . „ . . . . . . . .. . . . . .'. . .C.1 Joint Use agreement. . . . .. . .. . . . . .• ,�Easement. ? ;1; . ; 1. . . .�;_„,..,,,./ Maintenance Agreement. . . ..0( "`tiQfG ' . ty. System De ve lopment Charges Streets... . . . . . .0 • Extra Capacity ' r I.' • r Recreation Facilities. .,. . . . . .;, .0 Storm Drainage Improvement . . .0 a Sanitary Sewer Surcharge. . . .'.0 ,, ti • III) SPECIAL CONCERNS A) That this information (form) � be t-outed to the City� Engineer 9 In er for review and comment '• • Yes No ri ' ,, yCtLt - ". r1.✓4Y k .1 aO1A; s0910.Ve t«v1 +.1 * .— ! i V \-\,,,,, "�,�x'l"'i«u! �.a t,t,J"" 6C; '\ 6 y 44 w st: `w r v,k,,,,,,,,,t,,,..\ .."m. '1'p's(C,�'4.) wl��'".'�� r , ( w wrhwww.�uwrY,.,mr , � �'�-{�t:�."'M'^T�u4yri>:M µ�,„,,, \ 0;.k, ' , Cis'.�� ‘C.,,:' �A.0 ewe v 5„� .;. ':,14,.\,lre. A *.4, re„ :,1, fi W, C ) . a. k r1 . v N'�w+ 1 7ykd° � \ t✓I1 '; �. 1w� ',•` "�w""�{ t."l ln. .Co \e„,e, • Page 1 r ,u . • ENGINEERING SERVICES REVIEW CHECKLIST (font'd) II+ IV ) 'i RECOMMENDATIONS A) Apply 'd:he "Standard Conditions" noted on pages ##4-6 ('herein) . ;. ' - ,, h t 1 5 . . 'ate "1 kr w1aVN "L e i k a.tr, C t2,","x tr 1,e.,,,,v.\.,\'' mss', L • r^M tea.\•.✓' \�•J Yom' 'M 'C�.iA•14]N~'l Y � u 4��• A^W/�` W^•A•f� `wI Y r 4x I4. F%•z.Jl 1 ' I, r• , \(7‘A Lk,t,\-\-\. \\A-,,,e- \-0,-\<)\.,\,c... \uvs.\-4■r-e)\.)C..v‘k(„,,t,k,,,:\-,-- \.,,,,. \‘‘'a,,\4,,e,, t\A (t- ) LA.,..)\r'\,\;\c:,..,,,k,A,„ \I e,..y.1,,, c--...../..., .,,cm, ea - '7,.- ,v\-:•,0'src."'■.)?›. \4:0\JS +,,,,,.)4)N'.", ti N , sk 0 �+,'' \\ `e.)t ..,\I- .. ' .c+. --to \ ^ w 4,,,,,,,_, iL,,,.."(t,,,,,,\(..,, ‘,.,t_o,,c,, ..,,,,,,,_,,,a,,,,,.\,(ti-,,,hi,..._'1,44...,:a.AA.A3i..„.,,),,,,„1,s 0..,,,,,\....,.\:',„„Ak 0, 1 , Lo,r,..\--t,...Ak-- 1 NA,'‘"'tt"' ) \,\,1/4,,,e, At-'44\\Nr-t,.0 1,_ r'1,,cv ,..„'c- pc- id-,ta k.A,,,, ,. \<.„1,..,,, 1 ,.;,.,\A e ,,, ,,,v{ y' M. 1 n� V 1 • ", '',� i' 1 . jj ' V • r r, NOTE: Attach additional 8heets i.e neces8ary. • ? . Page. 3 P i t i ) , I A • STANDARD CONDITIONS (.. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MEN' PRIOR TO ISSUANCE OF BUILDING PERMITS. • , Standard half;street improvements including sidewalks, curbs, streetlights, driveway aprons, storm drainage'!''and utilities (delete ' inapplicable items) shall be installed along the frontage. Said improvements along shall be built�to _ A.' standards and conform to, the alignment of existing adjacent improvements and (or) ... Standard half--street improvements including sidewalks, curbs, streetlights, driveway aprons, storm drainage and utilities° (delete , inapplicable items) shall be installed along the frontage. Said improvements along •„ shall be built to. �. standards and conform to the alignment of existing adjacent improvements and (or) F ' (.5,*;` ,t,-,. �,, rOy sets of Vi twp" iibes public improvement construction plans and one (1) itemized construction cost estimate, stamped by a . Registered Professional Civil Engineer, detailing all proposed' public improvements shall be submitted to the Engineering Section for • approval.,a ____. a \ \� . ,,,.i ' i ,„. 10L,, , ) t , ,r , 4 ,, *.t.,7' ., Sani .csewer� plan—profile details".shall be provided as part of the public improvement plans. Gam'"-, Construction of proposed public improvements shall not commence until after the Engineering Section has issued approved public improvement i4 ,, plans, The Section will require posting of a 100 % Performance Sond , d the permit fee a "d r i `ei,'" and ei:1:ia.ht :' • payment or a p Also, the execution of a street opening permit icr oz2 ,' , .. i r , 4i ;. Qo shall occur prior to, 'or concurrently With the issuance of approved public improvement plans,' SEE THE ENCLOSED n HANDOUT GIvtNG MORE SPECIFIC �. 1, � . INFORMATION REGARDING FEE SCHEDULES DGNOING AND AGREEMENTS . . A one (. ) foot reserve strip granted to the "City, of ti,gard" shall be provided at the terminus of ,e,; r Additional wa gn t—oft ay shall be dedicated to the Public along th frontage to increase the right ofi n y { The on for " to feet from centerline, he de�cr�ipti; � r', °said dedication shall , existing right centerline r�l ears tied _ I f--�ay cen a 1 be a.e to the er<,�;st established by , The dedication .d by ded�.cati.orro document shall. be on city forms and approved the . ( Engineering Section, DEDICATION FORMS' AND INSTRUCTIONS ARE ENCLOSED. f. v.» •`� r` .. •SSA. #T. N ,. .. f Additional right-of-way shall be dedicated. to the Public along the � ,; frontage to increase the right-of-*y Ito ' Feet from centerline. The description for said r dedication shall be tied to the existing right-of way centerline as ' • established by The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED, , Joint use and maintenance agreements shall be executed and recorded . oh City standard forms for all common driveways. Said agreements shall be referenced on and become part of all applicable .parcel Deeds. Said agreement shall be approved by the Engineering Section. JOINT USE AND MAINTENANCE AGREEMENT FORMS ARE ENCLOSED. Street centerline, Monumentation 0' 1. In accordance with ORS 92.060 subsection (2), the centerlines of all street and roadway right--of-ways shall be monumented before the City shall accept a street improvement. 2. All centerline monuments shall be placed in a monument box conforming to city standards, and the top of all monument boxes shall be set at design finish grade of said street or roadway. • 3. The following centerline monuments shall, be set., a, All centerline-centerline intersections, ntersections • created with "collector"' or other existing streets, shall be set when the centerline alignment of said "collector" or other street has been established by or for the City; 1 e b. Center of all cul-de-sacs; c. Curve points. Point of intersection ' (P.T,) when their 4, position falls inside'. the limits of the pavement otherwise beginning and ending points (B.C. and E,C,), d, All sanitary and storm locations shall be placed in positions that do not interfere with centerline monumentation. hat �d .. ' �� asis bearings" Plat or Survey shall The b�� � „ b c/f bear n ; n s for the p e which is a part of the Tigard Field Survey Network. After review and approval by the Planning Director and Public Works Director, the Final Plat shall be recorded With Washington County, (RgCtbs/0727P) • r i • • i n1 . M. REQUESTS FOR COMMENTS , 'ro; June 25 1986 A f w • FROM: � Tigard Planning' Department RE: SDR 13-86 Request by WESTERN INTERNATIONAL PROPERTIb2 to allow the construction of two industrial building to1al.ing 68,800 sq. ft. and related facilities on property zoned .t-L (Light Industrial) 'and. -N (Heavy industrial) and located C I on the south side of Tech Center Drive adjacent to the Southern Pacific . ""Railroad (TiC ' oL r 11 (part of an ` 000) "r , Attached is the Site'� a 'Plan and a pplicarrti s statement for your rc►riew. From 1` . information supplied by 1 various departments and agencies and from other . information availablre to our staff, a report and recommendation will be prepared and a �decision will be r&ridered on the proposal in the near futurc� f you wi; h try +comment orr� �thi.s application we. heed your` comments by July )0 ____, 19,___ You may use the space provided below or atttach a comments i separate �l.etter to� return your'.° � merits, '� If }yore are � to �respbnc! by the� i, . above dates please phone they staff contact noted below with your comments and 1. confirm your comnierits in writing as soon as possible, If you have any questirons regarding this matter, contact the Tigard Planning Department, P.O. Oak 23397, Burnham and Ash Ave, , Tigard, OR 97223 , Phone: 639-4171 STAFF CONTACT: Keith. Eiden � w P R r C H _K ` H� � �, »OWING �1 tM� THAT AP�LY, � , ._ _ ,.r We have reviewed the proposal and have no objections to it, f ._....�.r...i.....• Please contact tar � of our�our office. Please refer to tI 'r enclosed letter, , ,.,rM _, Written comments : : _r....._ .:rN.«.«,..««_,_r...N.» N..�,.rW..✓,N✓r.N,«.»_«... .. ..,r_n r, .. 1. . ✓N:..:,«Nw.rw✓«N««. r...w.... N_M ..«Nr....«. •..✓. .. »✓w. ; », _. .«rr_...r._.,r__.«N�» ».«,:.»N✓•i.Nr_ « «N _ , . .. .„ .. •rr r W hW .. , f Y � p .� � «..r✓».•• iw •.,wrx••auy«r,✓N,•w.«Nr.«,. ru,. .✓«, �a r..,t ,•_..e,1.•w..N .. _w.,Ne.«✓«rN.....n✓.•,.,.N✓rr«rrNN e �.w «•«W,«.r ••w-.yr,.rrm r ,n_ � � � �' ✓Nr«r � it « I. r +»•• u.rr «. 1... .«i»�x .rN»M«v.N.,Nay+ •» rrr«,I•�._»r•Ni.a»r,•e + w[k«Nw,....«Mr..rrNNw«,..a•,«-•Na✓.r.Narer«i.rN««r_re.«i w w»r.Nrrw. «.i, a• .u�.r.. •.., �.. I i 0 ii ' � r_—w.. �»r....d.,»�.«�:.......NU...-«,..rN««»..r•,NNw.,«Nn�r .««,.,•wf.,N.»N.»..«.MNN«.r«.»N.N�......Nf�w.✓w.�r..»rMN«rw,rw.w.«««r..r..«w«_«..r•.,«..w+•«w«.N. »� , ••..rw . w�...w✓...✓ ', � , w rl,w»N•rN»«+✓ Wfr•1._.ww«N[N+w»r«wNN,«rw r«r,w.uNN•1r•JII+M.NNNNw«.N•NfN»NAM»«I«.++IMrl w,4NIN_rrl6Nif.wrNNN•r1.N�«u»NIN«y_.u..rY.r.«.._.y..}iµW_u1ww[�N N«.,.�. t N.»r(N»rwrNlr•r»r✓�1rFUru•4N•«M,.urlrrNY»,N•f•v.r✓YrN I � � � �� � � � � �i � � '�. ., rM«Ir«rrw.N.l»r.•rNr»rr.•MN,wr•M»1cwlWwx»i•N»r.rfWNN.rN.wu.wwN•+N.NNry..un.•M«{�.N,W+NIrr.«.rwu1.NNN«,.+NNrlw««✓.,�+'N.�»�,+w.r• 1 � � � ' ,_Mi Nr,bc•Nn+.�r«Y•uw«wN✓www•Nxr•wNY.MfNr1•n...wi»««,»IIN»+«rJN1«").»1N+Mrf.wWlN.»Y.»»Wn«a«I»wN4w»•{r1Nrw.4M++YNU..a1.1,.,•�IWU»rMMN»,✓.±iNw»{rr.M»w••�•.w w rur .a. 4r. , Mari ie o Pt son Co C;rjhimeiri�t in r ! ' r t,,{ ' ` I '1J tV '.. it rq r Y, 'i'"e ';') '�, r y *4IM..[�tY�� ',i 1 Chin lug, 1w� 4 G 1 , N d r, ; (KSL. pm/0°a56P it • V • t ''f ' a • ( ( ,-.a;8t,E QUES y"S FOR COMMENTS 1"4 ��,ra�Ij (/1Jj()t �, �, N '� �DA DATE:. June 25, 1 986 FROM: Tigard Planning' Department RE; SDR 13-86 Request by WESTERN INTERNATIONAL PROPERTIES to allow the construction of two industrial building totaling 68,800 sq. ft. and related facilities on a property zoned II—L (Light Industrial) and I—H (Heavy Industrial) and located on the south side of Tech Center Drive adjacent to the Southern Pacific r 'al roa fly�',�o�"s'`_ 100 (part of) and O.) . Attached is the Site Plan and applicant's statement for your review, From # . • information supplied by various departments and agencies and from other '._. n information available�� 'to our staff, a report and recommendation wi;1 be _ . prepared and a decision will be Irendered on the proposal in the near future ., If you wish to comment on this application, we need your comments by slily t0 �, , ! ,' 9_ You may use the spat provided below or attach a L r, separate letter to return your comments, If you are unable to respond by.._the , above dates please phone the staff contact noted below" with your comments and confirm your comments in writing as soon as possible, If you have any questions regarding this matter, contact`'the Tigard Planning Department, P ,O. Box 23397 Burnham and Ash Ave. Tigard, OR 97223, Phone: 639-4171 ' STAFF CONTACT: Dearth Lidetl { PLEASE CHECK TOE FOLLOWING ITEMS THAT APPLY: l_ We have reviewed the ,proposal and have no objections to it r • -r~_.__ Please contact of our office, . �rr.r.M rw�rrr««. M.� Please refer to the enclosed letter, • Written comments f r "'° I ..�..,� �». lrr,r•«w.w�pa.....arr !M,;.r.....�.»w.«,.n.. r.! ,.r..r«..ra.r..r.«,l�..r..a«.ra,lw«...M.rr..». __.�.. � I �.,.w.,»r_r«,„ , ��a �• raw � � "r I I . ' . � 'aw«.Nrwal Y•�a.�.a«r«w" N«u.µ�•q:•r....14!!rx».r.aW Wru«pax .r.«w«1..,.,.r.. ......-,«.,.r..,e•�.•..«i,.arwaa N,r..r»Irx._.,..r... r, ».uw.N r ..»w.M»rw.ww.•»W ran• o.. � � � [I M Y�1, ., r.•.V..r«rF.!!11»rrYwnarapwta.r..«MMr rrw».w r»«rlr, err«r ar r»w la«..rlrw»«w.•har...NN„«NMnv..!rt waw.. �,!« M re wYe.a•rurW !-.«� r , . �"�p•! `• ,. , raw+p..lrw.... ,a».r .aMr�++ara•a W rw.rw«a«r«r Nl«4!..»MIWr•a« ,...{4r.wrw!«..— r»!! y«Na»aaw,a...... •«.........r•r•««H!«rW•.«•V.a»a««w«air«awyaw•w.r--- . sr L • � ' i I !w_ah. A.«w.lawaµl.ar«_.!!rw«,w.«» NlYlwaiWwlrMaawNa«!A a«»a.!!My'f�aawNll«wear .W!lIYW«NlNrr.hY.+r•l..ww.«1..r,w.aT.«a.aMraAr4ailY•rwlNaN..al Yla!_wa...aja__.•rwwr«w♦ r r i a.rr. .l v. .a wr Va . .rr .rr»..,«a.nN N«Mrulaafr«a11aF}Mw!•w..rlwe«•4arwralNrM r.w««+•_waa!».IM.«.Nw•w,i.•« a a..iwW .0 a a.xi_u.. k ' � N,IJ NM»+! x.r•r.rrra.nr��.N�M•laV.•ww+M.« « i I A. -1....1.:..� ._...,+«�.l..w«.....aN..waN.... �wwti..nr..r..—n«.N.,«.a..!»r � ir.l.� ..r.; -• � � I � Marne of Persoo rcymtliont i m P1101r N wr! Ww.rru».y / ,ts,),„�wrM. w.«r..rlrN •�r a r•r....rxw r. TICARD WATER DISTRICT a (ft8I.r,prn/O356 P) 8$41 E. 1r» COMMES cut IteitinDi OR4G014 9n s e . h ^ • a 7 A I?jliflr. r 1 „ •• +a....++..1+. .r.. r._. +li..�..--+x.x..�e� ..4,..,v t. ..w. . .«.I.».... n..,..,..---���r� a....._.._.a.,A. .. u» r 1 ..J.�.r.,�.«.—n...,r.r.a.,.w+.w r.rn.... ,...n —+awl. 1... Owl-lw+...«I....:.✓.o4w...:-11... ...n.._.........l.+ix.4.....I.A-HW.w.w.:Iw.F....nw..a..xA'i.r.�.,11.�..4.r»�A.+...4.«...n.V..n.r I 3 ■ ■ ' , / ''''w. REQUESTS FOR CONVENTS TO: r r ti &` � DATE:' June 25, 1986 ' FROM: Tigard Planning Department I I RE: SDR 13-"86 Request by WESTERN INTERNATIONAL PROPERTIES to allow the construction '.4,.. . , of two industrial building totaling; 68,800 sq. ft. and related fL�L i 1'i t is s on �, . _MNI._q .._ , (Light I � ) nci I r � � � � property zoned I—D' �Industrial)��a -H� (Heavy Industrial) and Ic�c•,��tc�d on the south side of Tech Center Drive adjacent to the Southern Pacific ; Kailroad (WCT 2ST"1JC7" lots 1100 (part of) and 4000T--- ,— ,—.M..A . ' , Attached is the Site' Plan and applicant's statement for your. review,l I rom ' ; , information supplied by various departments and agencies and From other information available to our staff, a report and recommendation will be . prepared and a decision will be rendered on the proposal in the near f'uturc�: , , If You wish to comment on this application, wv need your comments by " July 10 :, 11986� _ You may use the ,,space provided below or At,tAch ;a separate letter, to return your comments, If you are unable, to respond .by to 1 above da.te.) please phone the staff contacts_noted below with your comments ,and , confirm your comment in writing as soon as possible. �If, you hekve ,anv, � , questions regarding this ma tt er, contact c�t the Tigard Plat-rin g Department, 0� 0. . ,iax 23397, Burnham and Ash Ave„, ,Tigard, OR 97223 . Phone: 639-4171 . STAFF CONTACT; K,eith Liden n � I P .E A a CH ECN THE FOLLOWING ITEMS THAT APPLY: !`I I,,• We have reviewed the proposal and, have no objections to it. Please contact of our office, _.q Nh,.,q,_ R lease refer to the enclosed letter, Written comments—, ",. .._4._._, .__q._...�,.I».,,.a,,.,IM».,.,,�..N.....".�..»Yf Y�,a...,,MN I wa,.,...r...:,.�..».......,..h.,..Ma,....._..,.,,wh.,».,,,.,,.,I..,a.»w.»,.,h,�.,..w..,,».,.Y.,..»,..,,Iq,»."„M,.., .,.Y......4.N....,._.....,._. h..N...... ._...,» ..... i I a»..—NM,...,... �.r,..4..._M.;»,:,.»..»,.,,r.,.h....M....,.,,.,h�.a.,».•..,....., 4...,.,...»,....�...M..1...4_....,—q.,......._w.,,._Y �,M�,,,...�.«.h..».»f.w..lw�»,...._,..,..,.....,..� .. ..,.... , �. f »N,M Nwr N.N+aww....�»JwMq,r.glw,h»IN.,Y ,a»,Nquq,H,.N Mu » s w.✓NNw11.1a..•IxF{,.M,uw.irlh„4.�I.NWUUµ,arpr.u,»Yr» ..ruw.h.+,.1uh,�llr.�a w4h,MU.,»r.»rum'",.,,++.w1Y,q�N � D h '. ,uNYw M ,.r„M,,.,,.....u..+..N.,u»u... .nwrx,» a»..,.r+w,pN-„,m .N.»»Yf.MM�,wYrwwfN• Y W ","wAYaw�xW.rw.ua..:wN•NI., 14rhNN•�Nq.+•N w+h+»f � �'I I I �� ! I «M.�,M,n,4W,uwM+Yll�wlr'gApr„h,wlYm�.q„a,q•N,Marfrw»»IHq �r+H,�4,.inMy,.. », ,Hq,"w�l...«,....M.wuN,Ia.,.+rrY,r.wa»w,....arNh..nn�,�f Y1,W.r1uY+-,wwWWl . IN,�.a..wrr'.. � ,. .1 Va �r r � c rs r r tr rE a.I i�� Phone rWHN•q.. • 'r r . :pm/0156P) • r ....,.,. :Jr. r,, .-» .. ,..r,., .... _ s.r.,...x»..w.,....1xu, r+._r-.1.....,.+...,w..... ... ..a--1.- A..:.,u.+1_«.•...,f.t.Ur..w.,».L.......a.., ,M.....,yin», .r v,,,...«.._« .,..r.r,_. rN pr..r„r.x...vn...A.h._....h.r l,4A.x.i.r+...,:fL:.8".:...1:0.I.,{4'aY..,.J........w.,r—.tr.,-4.x-. ....,ea,. r 1 ' a._ b a , .• � }ii + i t , � 1 �. � af . , • '„ f elf G� s� ° d Gr. i i June �7; X936 • Mr.' Keith Laden 1 ' Planning Dept.. - City of Tigard ' ' ' ' PO Box 23307 Q Tigard, OR .9 7 223• rf v. e and n. c Tech Center Business Park, Phase II Site Development Review Permit' l' • n , Dear: �'Ir. Lade ' Pursuant t to fulfilling ,requirements . for, the 'subject' permit we e . ' 1 ' hereby submit the following .comments in addition to our technical p g acka e . The project consists of approximately 68,8Q0 square feet of high quality office/industrial ("flex") space in °'two buildings'. The 4, .. buildings are sited on 'the property per' the submitted plan:, No tP, ••va. nces or zone . ria changes appear to be required. Phasing of the project is in the following sequence: '', '' � I I . �r . 1 1. All on-site grading 'and excavation w/haul-eff of , approximately ±0,000 cubic' yards. We will file' a 1 grading permit simultaneously with' then subject permit 1 with the objective of beginning grading g b y a p vL . imately July. 1, 1966, Iard costs for . this' phase are . $65,'„000; ' I -site I � All on utiL�t�es, ,two builda g p ad s a x d r I �r possibly a i inch thickness ' o,f asphalt paving ;(without curb) in the a'parking; ea of the westerly I: . building to' seal the site'. We are, now submitting a om lete set of permits for plan 'check of this phase . c p p I 'addition ' to the :,subject, ermi't,. a'k'd costs for 1r in ad p . this 'phase are' $p50,000, r i. ,. Constru t tie ea ter �y1 building with attendant .. 7 r *ties ti IMiefnatcia =tbperl166 k £i Purihvp;t Catt,aru;:ir'q+r 1,, t! ',UU Pf teal Iai'.wr€':r,t',I4',k 6032a1i4 }. •e . / , I I . • 1\ ' ;, j� / 'ww..-...0 rc..xA'.,N4W. .._......r-'w a.; .. ...,..w'uL,ry.i.r rM.r4.r.ln.....rl..n',+r.-la....ia.w_.....w.4-R......,r..Ke 4...r.k.u,'.'}-M. -u...r..`..A7..4Wx......rvVA.ty....n«. mr.r:..ln+.r-i. f...i.4-e.,.... ,...1w..wr u«»JU:♦„uH,:r..l ivti.SA:x.Mt.nW:l..:l'.i1«MJr.:.rl.+kr:t`1.:'%r+AW:1W..aUY».f.nvia ..xw .-_JI.+WfrAal.-I I" 1 nl . (,,, curbs, paving, landscaping, and access points. Hard ' costs for the shell are approximately $500,000. 4. Construct the westerly building with its assoc- 1. , fated curbs, paving and landscaping. Initiation of this building would be con;, agent ttpon achieving a percentage of leasing in the first building to be negotiated with the lender , r Hard costs for the i_. shell are approximately $500,000. �, Accordingly, we have based our permit fee on total hard costs of ,, approximately $1,400,000 and enclose a check for $000 herewith. We f request that the permit be structured to reflect the sequence • described above Relative to the schedule we would appreciate greatly your co- ,' ordination of the subject 'permit and the building permit for the site improvements as closely as competing work loads allow, I 'will be on holiday for approximately one month beginning July II 13th, Should any questions relative to the subject permit arise during that period, please contact Robert 3, L ee b, th e project architect (228-2840) . Enclosed is a letter from the deedholder, James R F Neuman, authorizing both myself and 'Mr, beeb to represent .ru his interests. r Ali Thank you for your consideration 1.�- I Sincerely, , WESTERN INTERNATIONAL PROPERTIES , Alan + • Vox ox I u Project Manage . . ! ( I I,; , t' r • . I , u A A , I • • t' e d ff', d 0 0 , I I 1 two A • . JJ • • •.�.. • • } • I1 n Y • I C • l't` � r-�h` `` r-�^-- 4 • Vii.. �'�� 1 1 , .. • ii . ,• , . , ill. Y. , , , . • r. .. is JJ ' '1 t II 1 Y M i ry • 1 1 sib a.a p Inc u f by st air rtlan ,Oegon75 D 22 � �i r _ ..,..... • i 1 r 1, r • • fl' • • • .. . ' ' ' , . 1 . • ' ' ' . ,' . 'r . '. . . �... ... • r H• r , „ I 1 • CC) ' '' ti: l' '. \ , .' . . . �, N �`, ` 1�Mi■e�■II� L l , ^, fir , • 4a C'' • ': '''tf—'—' , i : .' ., I . 4010.01iintilli.irirgi!......,.,„,...„.... , , I r■ 1 I . 1 , •• , I i", • , q l. ,,I;bberi'.Bailey Design Grois,1 Inc'' :Sou.thvvest St Colt- 'rk)r. ' tlanc,01-ec)orl 9720 't 1 B r • SI, �.. g P • • \I V w 3: . 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"�� ,i,lrsi,,, '� Y' 6, r I J F; 7 . 1 r . 'li • • • . r v` •,. i r } C, t r ' 1 ;, r • I 1 I ' I d II • I I • • t, _ .Y , - , r yi �r M�TMr rra3. m 1 Design ' � , � i � \ u .., ) i K I ' ........«...4;x.�.._c=n`L.a.._.., ,.1 ....,.,-.,,_ .•«...,..,.. ..... w,..«.,...s.. i,«.«.... ....... ...n,,... --.. .aw,.ti...,lw:w.+.....«......,...a«...oa..,.4..✓a.l.x..:ma:.ur:.a_cy,,...4...•a,+.:ax.a...,u'ww .....•,...._.«..l.,A,IV;.,«..n.+.'tix,..,,a..cu.f4:,xea:+l:,,'i.r,u.ia.k.ai«e.»x.,,.a.+.,,.,:a.«.L.,..,:.',,,...,., .,, u_ hh • jet 01' %, -,1'',. • , GEOTECHNICAL RESOURCES, INC. . � . m._..`.... --------------�----� CONSULTING EN'GINECRS'AN® GEOLOGISTS f;; • i I April 7, 1936 \REPORT.111 ' Robert S. eeb Architects Planners 618 NW Glisan St. , Portlnd, OR 97207 ' Attention: Mr Robert $. Leeb1 ' , SUB7ECT: FINAL' REPORT, �;�EOTEORNIOAL 'INVESTIGATION, TECH , . CENTER TWO, SW TECH .CENTER DRIVE, TIGARD, OREGON ' Dear Mr. Leeb: . ' •' .. At 'your request, 'Geotechnical Resources, Inc. ' ((RI) has Inv completed a eot arch nical esbigat ion for the tech Center �, Two property in Tigard, Oregon. The Vicinity Map, Figure 1, ./0 shows the general location of the, site which is located on - H SW Tech Center',Drive. 'As you ,are aware, : this study is. ,, , . tially a continuation of o essen ur earlier investigation at the site ' see Fina` p , aurc ,afe±e Geotechnical � Re ort Pre o inwesti,�� a s Allis. g a ' g tion, Sieann oreg+�n dated Inc. ,, rd November 2, 1984.' . ' !' The geptehhical . in4estigatioh was undertake n to dis • close' and 'evaluate the� s u bsurface conditions ite . nd foundin the ed .buildings. our investigation cans- I sisted o subsurface e�plc�rations y laboratory ollo�ri�n sections � � es� Th resent .. d� ussion the w haat was acco . . .. ' p set �.sc� of �ork t �nplishs� and � . 1-H,•. out conclusions and 'reco aendations for suitably founding ! 1' the ,proposed building C� on the site.,, ; . . .'.:. ,.,..,..,, .,,. : : '':, ,, ,.:.1:. .,1 .•.".', ''.' ' .''.. , H .. , :.'': ,,..:' , ,''','..'.. , ...• .. : .' .. , .' ,.',„,.'.:,':,:. ,.':. ," ''. 1, '.1 .•:,', 1 ' .1 ': : :,.„...„-i.010/ 1 1 ' r, Y 1 t 1 I II t4i2 om4mio, H11t dRdl Hwy •Sul$6 tO2 Jo Pottlohd(O ®9b'IrP'9?2 5 a'1,V103).,n91G26.2 N 14':, 1 • J . ■ ' , Based upon our conversations with you' Mr Bruce : L ' , ' Magnuson of :D , and Mr. Chuck Conlee,,• Structural Engineer', . ,' we understand that the proposed development will '.consist 'of,:,. ' ' „ . two office-warehouse buildings. which enclose a central " , .. ' loading. and unloading' area. The buildings Will be� singlsa ' story with about 18-ft-thigh. walls and.will have'.'dock-high: loading facilities. . . ' We understand that buildin,j construction .will, consist r of glulam beams and purlins, spandrel panels. ,whic�h ,will , hang- , ... r from the purlins, and. concrete tilt-up walls. We further, E . understand that 'this type of construction is not particu-� , I .arty settlement sensitive "except at large window openings '� .;. - ' The buildings. will have 20- by 43-it bays* , s design, roof „ load of-, 42 ,par •(40% DL + 60% 44 1. exterior column ,'loads', of„. ',' . .40, kips 160% DLL. + 40% L,L) , and a. design floor live �1oac ' of " ..400 peg., Based upon your proposed site ,plan, we understand`that ' ' ' , the proposed finished floor elevation 'of Units and ' w :4 C be:""4117 ..•and +1 '7 ft , respectiveely. The surrounding parking areas will generally be within a few ft of these elevatio ' with the excep tion of the east and northeast. side of � � it where, the building will b e embedded about 10 ft. A sign,ifi° „„i, cant, amount of 'cutting and filling will be required to site these structures 1,:', ' : ',''''' ' . , , , i. site of the, proposed buildings encompasses about :� - the t y , the ear in ' ', ages �aound�d vn the north .by Tech, Center � i . by w A.,,,,W, Products* and on the west by southern pacific d 'Oxegon El�ec Ra _ Th o ner of t`he pro I an �..., trio lroad treks a � ' . east: to the south is unknown � . 'H. , 610•4 ,. t r F T�1t�C)�x°c�Y3h The most notable ealture about the site pertains tots I use since 1974 as 'a disposal l area for excavation spoil' and . p . p . construction' debris Topographic 'data. on file at the City `. of Tigard indicates that ' in 1974 the site sloped' downward ' from about +180 ft at the• northeast corner to about +159 ft ' at' the' northwest corner. Tie ground surface allong the south ' ' i ' property line sloped, from about elevation 4156 ft at thy. '' M• • , southeast 'corner to about +150 'ft• at the southwest corner. . , 4 topographic •surve , dated December 17, 1984, • was • ' . developed' by W.B. Wells and Associates, Inc. ' to' document' tho .. ' limits of• the fill, placed since 1974. This survey indicates . ' that about a'.to' 12 ft, of fill' has been placed across' much of : ! the south and west portions of 'the proposed building area. �iscuss�ons i�h Mr. Dan' T.an� i� s of �r eg on �xcavat ing S •, w � 1 . ' Co. , Clackamas, Oregon, indicate that the •fi .'l placed• on ,the l' . site since 1974 by Oregon Excavating and others;' represents ' „, " ' a random and uncontrolled fill. ' Ale' acknowledged that the '-'H '' ' ' j t ap P' stoners ' ma parity of cane 'from the Belkn a ., ,' site across the street from this parcel'. He, reported teat. ' ,• these ,matt rials Were placed directly ',on, the brush a nd, surer ' i ' face or rxi c a present an t he lower port ions ',of' tle; site. He „. also report ll materi a Be knap site ' ' ted fi . .• the the at� � frost th to be, loaded into sc ._... o diet that °� , rapers �ritl� a were s hey had ' ' b►ackhoe' a p - no nd s read withiulldo�er. Th$ fill xeceiradl '' i t.tm �l ld® `'� �, p' Zfdr and scrap�#r Ct�.Ctn tither than 1 united lbul traffico . Sr. ., d , . f �an�cine� repor�e that the i�.i laced by others vas uncontrolled and ossbl:., container con ... ,.. deb . : .born re p strut g .d h r ossibilit nclu i cinc eke and wood The also exists • g � p �� � , i I a a • , I Y ' (y . that when an uncontrolled, dumping site is available p s yard , clippings, bruSii, stu aps, and traah also become incorporated ' ' 1 - into the fill. The natural soil deposits in this area are Willamette, �, ', Silt. This formation consists of bedded silt and fine. . ' • . ', '''.. L ' : grained L; , �' d sand, with occasional layers of and lenses of fine- to medium-grained sand. i , . t Appendix A provides a detailed discussion of the field , explorations and laboratory testing performed by GRI during , • . the course of this study. The following sections •provide a i. discussion of the subsurface conditions disclosed 'during the , ! field explorations and the results of the laboratory testing . , program 2 Lolls Fopu er purposes of �iscuss�©n the soils disc�oted during . the auhaurfaoe exploration nay be grouped into the f nllowwibg ;. categories A. silt FILL B. Natural SILT • r The available to p o g r aph i.c data; and the conditions diet- 1 cloned in the test pit excavations ih icate that thhe 'site }� �y �AVy. . x 1q�Jrl .•j,y4r (r, yi �y y_�5 �� E �''�qM�' nt � ''�» ° tp6.�tail t` , fit JJ a 'WYE ; -i a Y 'n Nw j �, r r,. ,� o ,f i'li ails xi��� e,")I i of., they . `;, ;propoted�yuaonsta?UCtiof; , he fill oons'ists 'primarily of bro or a .., stilt but alto aritaina i nattered y oastruCtion dog m .. J brit and organic material`s a The majority of, the dalt erou ' organic material o bser ed in t to excavra t' o wa s �iteke n , • beneath the fill at the or�ig�:nai ,ground surface and indi-� ' Cates that �the Bite was ..of s-', . n :stripped of vegetation prigc '/Ill.1: 1 „, :, :,,. : , ,:, , ' : ,:' , ,, , ::: : ':, , fi i ' .„ li ,i : ,, . :, :1 ; : , , l ' :, ,,," ,', ° i r'" D t. r a • 1 ,,, 7 • • 4, ' , filling., The, majority of this organic material is in the' ' ' ' fort of aatted grass and a 6 to '12in.-thick rooted zone.' Scattered root balls and bra r, nches indicate, that some brush was:l also buried beneath .the fill,' but appears either ' limited '` ' I or localized in extent. , construction ,debris, when encoun- ' ' ' ' tered, was Itypicallyr in the form of either concrete 'or ' asphalt, rumble. In addition, scattered coarse=grained : ' (: 4 materials including gravel, cobbles,' or boulders were also ' ' observed iii the silt fill. . �, Based upon measured Torvane shear strength 'values ' 'I E ranging,. from. 0.35 to greater than 1.'0 tsf and observations I ', ti of the ' stability of the sidewalls of test pit excavations, ' • • the consistency of the fill' m.aterials is considered to' range . ' , ' from medium stiff to very stiff. Generally,' the' stif fness ' of the fill materials vas, observed to decrease wvith depth. ' ' ' .r. ' Natural moisture rcontent3 measured 'got, fill. materials ' ' K.... ranged from about 10 to 35C The variation of natural moil tu.re content Versus depth in the fill materials for the curs- . rent (Feb. 1986) and prior (Oct. 1984) , GRI ' Studies is given . , in Figure• 3. The dates that the field work was l accomplished ' for these studies represent the end of the 'dry season (Oct..)' ' and the middle of tie wet season ( Feb. ) in Western re' on. S p about 4 t t i . Figure 3 indicates that below a' de 'th of ab 5 f in �. the fill 'materials/ moisture content is indapendent of the I � � time of years although, seasonal .wetting and drying g r o f the I • : . soil's above about 4 or 5 ft 'maay be expected Furthermore, ' eneral trend of moistu i ncreasing'with depth.'h is . g �► re content �. t ' observed belOvir about .4 o 5 ft p Figure kiolto 4 p resents a canparison b eteen the oiatu re / densit relationshi s' estabished r opt the cc p action 'tea t 1 I and the in, lace l;d unit weights andd Sao i p isttre contents ured for selected fill sari 'les... noted' : the ° ' aeas p It is that . G: ,5 L. I I i I { I �4 u I. n majority of the fill materials are in a saturated condition, • , i.e. , they lie along the zero air voids line. The physical • implication of this condition is that the soils are essen- tially as dense as they can be at that moisture content; • increased density will require drying of the soil prior to recompaction. i Results of the consolidation testing performed on both native and fill soils indicate that they are both moderately „ . compressible in the virgin compression range (i.e. ‘„ at, rela- tively high stress levels) . However, in contrast to the native soils, the fill soils do not exhibit a well-defined • ' . • history of preconsolidation. This lack of stress history in . • the majority of the fill soils results in a slightly higher compressibility in the overconsolidated ranges than for the • native soils. Hence, footings with equal loadings founded ' .'.in the existing fills will settle more than those founded in native ,soils p glYM,DgMA±91: Gi oif,dwater levels measured in the observation wells on March 6, 1986 are given in the following table: Approximate Approximate ground surface groundwater Depth to ILWAtigull ni t guo.. dNAtO.L ft TP-1A 166.0 159.0 7.3 T?-2 1:73x0 162.5 10.5 tit .. . '11P-3A 173.0 obstrut'� eel at 4.3 death TP 5A 176.5 16 4 • T: A l .y 64 �-6 7�s�, � e5 10.4 The test pit excay.:.. .on s disclosed that the Majority at of the Site is ma nt led with i�11 ran g n g ix. thickness from less a , b 1 � p. I ' ' than 1 ft to more than '12 ft. The fill, materials, which . consist primarily of fine-grained excavation spoil soils and contain scattered construction debris and organic materials, ' A were ;reportedly.'placed wet of captimum on the unetripped on ginal ground surface', with, compaction limited to construe- ' ' ", • " tion traffic. , . . - 1 . , y an unco lled canner presents some l�n f i�.l ace r► n ro ' risk of 'experiencing iriregu1ar patterns of aettleanent. The • 'ctual degree of risk° depends on the 't�hickness, , consibtencye ' ' coiprassibility,,,, and homogeneity of t ,e ,fill and the ability ' ' ' of. the proposed 'structures to tolerate th.e resulting differ-m ' , ential '�; ettlemente. , ' w; . i Cur re ort dated November 2 9 4 contain several T discus alternatives for site deue�,o imetat. Based u on our. s p p lions with 'you, Mr, 'Bruce Magnuson, Mr. Chuck Conies, and ' Mr. Alan 'Fox, we ,are of the opinion that the approach to '. 1 site� develt� went resented below gill �e the most cost .\, ..1. p p . effective, and provide the,'owner with an acceptable 'level of \ . ' ' ' ' risk. ' However, lit must be u nderstood that in undertaking I ti . this 'approach' to site development there are factors which riaxtit be monitore d to maintain 'the, owner's risk at an acceptable level. . . a*,yX r•'� Continued evaluation o� the un c ontroo iled fi1l on -. the site« , , qf,;! Eli organ a he . n of exc��s �. r ,�� �i na O � fi,�d r a S� taA� •.., fitl/natural ground contact ' xy .' sturedsensitiVe 1.on.site a .� �3) " Co�trol of the laca�. o�l� ... when p . c�eds stru�it ura 1 fill. 1 The f trans r�� wr sec p seat gnaeral recoendat :ons c1 j . - conerning� desi�n 1 and constructi n1 1 of the p ro p osed projecta • , ,;, 1 1 1 ` c-- •. I t * V.. Jr,: ,.,, ..,' '. . . , , H ' , , ', ,, ' .. . . 1 , ,. i . prpaion 1 'Cuts and fills on the' order of '10 ft and,,5 'ft, respect ' . ' 1ivel will be required' ,t46 bring the site to the desired ' ( ' I... design grades. ' In our opinion, All:filling filling ;should be I �acco�a fished 'a ���i�imum�©f 3 U dais���i�n�� advance of the start) p building construction to' allow sufficient time Ifor the' .. I underlying,l soils ,to consolidate.)under the' weight cif the . .proposed fill. ', 1 - ' . Past. experience has indicated that the soils disclosed I ' • I by the subsurface investigation are very sensitive to ,gist., ,, • content. Typically,. when the' on site, so re :4 ure co Yp" �;, °- i1� a to 5V I t . ' in excess of their optimum moisture content, they become, , weak and unstable when remolded by construct ton t_raf f is. ' I' Hence, all 'e;.te preparation ,and earthwork should be' accomp-' �, . . ' fished in the drier months, typically','{From 'une to Septem t i ber, In any given year. ' ''.''H All areas to receive fill or fa„.ndation units should be' I ' stripped of vegetation, Surface organics , and loose ,surface (, soils 1 g y co lii ss.1 �. i�g c�. p d I acres .. . i .;• 1 ..., Sts 1 pp' sh . d e�aerall be ac m she ,. ' the site to a minimum depth of 6 to 12 ino locally, greater , ''''H,.. amounts of stripping may be. required,. In o xr :opinion,. the loose surface soil, i.e, topsoil., should be removed 1'from the I• ' '' site or stockpiled on^-site for use in landscaped 'areas, , 1 , 1 a . 111111 p ors comp lt ion of the 1e p ' r p aEt °n os ed ( sugxade should rolled a " asdaci2 d 1 /1,1,1,:/ . ' ' . dump truck. Any soft and/c r. wet ar caa hate.,a a t er � y I th e proof rolling be �� ere� aVatdd to 1 f�rm g rouxd and •q bacfi led � ith compacted ±11 9 an d anjundtl an with the .I proolf .selling, ahy' subgrade sails loosened during stripp g ' operations shou' d' be compacted, as re.. ended' in the foi. , : cow �, p. ab st c ura lowing subsection- prior to the .aaeement of l '-'. :. . .. , . fill e I . I 1 II ,' 1 Y..r 1 4 4a► , ' ko r/ 4 ■. I' , w, . [}'r ( ! we, reco . . In addition. t® the recommendations wove, mraend ' that the surface of all existing fill elopes be cut 'back a ' C s 'minimum' of 10 ft horizontally send shaped to a 2�.1� slope , prior to placing structural fill. Leocally, greater quanti ties i may require removal depending, on the quality of mateA� ri,als exposed during excavation. The purpose of cutting I , back the slopes is to remove loose surface soils from the r. filled slopes, and to permit ,an evaluation Of the amount of organic material precsent at the ,contact between the fill and !', , natural ground. fi A E a 0 atgtural. �.la '(( • . In our, opinion, the on'-site' Milts o sandy S'�ilts� and y� .� silty 'fine sands may be used to construct the gtructura1 . `/• fl1a. ' These soils should be placed in 9''in.-thick lifts , q ,> (loose) and compacted to a density not ,lees than,�95% of the �.' Maximum dry density as determined by A.5TM D 698 using a - 4 , heavy-weight segmented foot rollers Ire our opinion,, the , moisture content of the ot-asite soils at the time l of ' ('\:' , , c ction should be controlled to within: + 2% of optimum. i` aa�pa ptimum. Some aeration of the on-site soils will be (required to meet „ ` ! ....bove recommendations compaction. p'. - that • •the a dations fog �r w p �t a� ears� . adequate Space is available on site to accoplis1 the • .. , required drying. h, Try.. the event that the site filling. must be accomplished during periods of rainfall or the on-site sIl becomes too t mat to place and compact rope ly w .t out excessive h ind-� ling, imported o con g lad a��ter;�als may be used t. construct the structural tills. ,Xmported granular material should, ,.1 - consist of pit-run sand', and or sand and 'gravel �it �, ' ^ � ma , w i�aum site up to 4 in.. a with not more, than 5% passing the a,. • No 200 sieve (washed anaijsia) . Mai ,r .... sfying' these sal scat s .ecificati s may usually b .. laced; .,dtrin... periods of p on e p g j ,.: ",,\'\''' ' inclement w . The ra Weather. T. . g nu�:a� fill mater i4� � uld , ial shc► b+� �� M 1I:. i, 4 9 :r-"•*., r } a . i , , ,,' : 1 ,, : ' („,,,,.'''' , , , , , ' ," :, ,:'' , ' : , . r-, . , ' pla6:®d 'in �.2-in.-think lifts (loos®) and ('�ol[tpaCSttd 'with a medium-weight (4 8 -in. diameter drum,) , smooth, steel-wheeled, vibratory roller. Each lift uhould be compacted to 'a,, mini- , ' mum of '95% of the maximum dry deruiity a ,s determined: by AS F` D► 698. vi '.\ if the buildin g construction proceeds during wet weather wr,', we reo iimaend that all Silt subgrade which will receive traffic from construction equipment a protected with' �r . granular work pad on the order of 18 to 24 in. thick. The 1 . . : work pad Should consist of relatively clean, i.e, , less than t' y j 15% paesing' the Noy 200 sieve (washed analysis)', well-graded, 1 Crushed rock with a lataximum size of 4 in.' The granular wok' , pad should be placed in l2-�in.-thick lifts' (loose) 'and co*, 4 patted with a nedivav-weight (40-in.: diameter dram) , smooth, ' '• sateelp wheeled, vibratory roller. Compaction should continue I until well keyed. Generally, a z inimuin of four passes with . ' the" recommended roller is recuirttd to obtain a 'well-keyed i, , • . granular work pad. Thee granular work pad should to non- p art of the' rainy season i> , ' struoted rice to the in ,'„ ai7 a� '.lit iQm a i_gn d�ki tr r r a" �,.,� ',;,, k 9 w d{; Base upon our u�dart�nding of pro�ect an��' t#N e ' M �.r.r ""Wy",iF.tl!^yq r,r,r.,e,y.� . �+n' ,e!" , ,,," ry...... ,. `�,'�••,,,,,, ri, „4,44,,�,,�r{�,nyr ri yw,,,,,,)' ,,,, °,d ', q n 7,t ,wtµgpr+4!t�/�tdNff • ''4, ' *R �9 �y+� a yt,4* 011 :4" iii iia 4:10,4 RAF04,P.:.5,.' a 0;tl'4��' 0 , rlt iV}��YaIP1rN,' '.r 0'.°, ,. 1 ,, w"'^7r^vS A+F 1,yn'�. s �"Z'�a�y.�..":8:,ie•r .�Y,. d.0 � ,sc i .t ,.-,1,., � �r" 'fit tial settlement, we are of the opinion t spread g p;� the �footin ; fou tdatians a ,.; be �,tsed to found the building.' In our '4' 1.� ,' cpinion; all footings should' be foitnded in girm, undisturbed } p . . d in a once with soil or structural fill. oo �aote r tw�oa�d ou ' , .:',, .,. , : , recotmeh4itiofts, These foo ringe may be designed Usioluah � 4 ., �a�,,. wpb, r,,,,, �+ v 'jl . ng pressure of d° ', Q;,,.p ds'per 8 guar0 , '` ,.: allowable soil Ib,eari r .A► �► e ' dais allowable soil pressure should be ,�se •- �oc�t. � d with 1 respect to the real loads harried bar the individual. foodtl0 4 a p t de lus +Al liv�i lca..C . Zeels th..off . • , � s i.e. s.d, 1®s,d .. � gs should,,.:$ at least 2 ft below the ' . n�t o� alb. foot as Bmheaia�e s shoui i outs ode f insh�d g rs�e or the in sid a firi Sh sd oor slab s ..iO,: , j' Y�w n • o .,I, _ a t a.-I 1 .r,r r... ,aw,Lr a.,ti4,.rA l..•..a.,. . x.. .' I+ y, .. ern ' • , • I y whichever results in a deeper embedment. In addition, regardless of the foregoing allowable soil pressures, the minimum width of any footing should not be less than 18 in. ' I�ttlements Based on the subsurface conditions 'disclosed, by the test pits and the results of the laboratoryconsolidation "' tests we are of the opinion that the maximum total settle- ment as a result of the fill placement should be on the "'l,r r�3 " ,t`I". "t�:!'K'^N7,°ii+"`r'^':Y t a"h r yrr«• y,M, y.. ►'r4Er' : ►f.2 to in. AIn our opinion, ith e , ,ett1e men's r will occur during the c'onata and 4if't e 4,struetura 1 fill.i l The remainder o f the settlement. � � eettl should I r • occur withinOne- month after the fill has been`constructed and should, therefore, not affect the performance of the building foundation units. 'e i w o ul d, howeve A 'i 4 r e:_CtomJ n.' , ,' ettleme that`the�gyrate of: s nt be Monitored as°�,butl"�.nec� �ita�i the"� ���..u�a •.� , r, section entitled Special '.Construction Coxsidnrations,. ° y F' With res p ec t to the � .�icing foundations, We are of the ." opinion that the maximum total settlement of the column footings should be on the order of 3/4 to 1 in. in'` our j p the settlement attributed to opinion, the major portion o dead load of building will occur during the con- • tMe c! f I the b con- struction the building. We estimate the 1/ ru�tian that t�l I , �aa maximum j differential settlement between an y two adjacent footings, 1 f angular could result in an a gu distortion s ri distort on the . . order o�x r;. 4 2,�. 0; hc,R>± or sm al le r. We Understand that, angular distortions of this r b :r magnitude a re within the limits of acceptability f or the type of construction proposed. II , .. • the range of eettlem e1ti presented above as sume that t � � I the site preparation is Conducted as rI ecomMended here in aid that the quantity of organic material has been reduced to a tolerable level. I �I. r � I E / w :.,N Drainage. , ' „ ' , , . • ' During the.wet winter season' it should 'be anticipated ', tha y d roatat p eel m { t d is r` urea ay be imposed' on the embedded . . , walla 'of the building as `a result of, ;the development l of a '� transient aeepage. condition :`due` t ' rainfall and .subsurface . ' 'seepage. Therefore, the concrete a1ab 'on 'grade and the ' embedded walls 'of• the building 'should be designed �to ,withr ' . . stand the hydrostatic pressures imposed by the water, , or, , ' '. • alternatively, be designed., so. that hydrostatic pressures, .,can evelops , �not d In our opinion, the latter ,,can be' `achieved by ' the installat .on of a suitable :subdrain system as shown on .�10i re' S. ' ''' . . . The reoor aended 'system. shown, o figure 5 should. include a drainage blanket with,',4 in s--diameter perforated` pipe ,, , I. ' ' :' ' ' - beneath the concrete floor sl , and a peripheral subdrain. ' ` The,; peripberal subdrain would consist of a. 6'in.-diameter.. H drainage pipe embedded ii ra vel� with a clean n v ached� d H . ]ediu m sand and/or 'sand and gravel backf ill .forming a drain-,' ' •• • ' age 1lanket 2 to� 'bottom a g ainst a ►eddecl, . ,' ft voids from,�t�►p g i e p�� � � � � i�nage'��'b:L anket would 'be' ;��J . . � � � � wa].1a�. � Tx, �u er 1� ft of�� the���dx°a 'capped with on-site clayey silt' to form a seal. The groat d • *'. ', ,water collected by the peripheral eral sub �ai.. sho ri�� h +fir n� uld� drain ��by'� � graVit to the storm -Sewer I The draina ge blanket• beneath the a1ab- on,grade should ' ' 1' cabalist: of a iinilaum of .9 in of well'q ailed gran' lar, tate si. ' vial w; : . . �0 lie ' . `. ���,th� �1er�e than���� ��►ss�.ng �the No�� � �� ® ve (washed analysis) . be ending on, the amount and t a Of ,traffic t ro m I onatruotio a e i . a: . be ,neoessa to' increas . : �� � � .I � pment,� it may a th � I ,� th .ckness ev silt sub �en�:n of e ent aof d�arl �ng w -- , ! ' Base on our _ast e; . er ence on nearby co�structidn ' j' suesahsic it fir au rada materials, :a thickness of l .1, . : o1 1 2 in.�. iais� well �raded� ca hed rock shoo ld protec , e 1 i .ht construction traf f icy,d H w the a fat , aulbgrade From �ip►�a d� g , • • i i i i i r �; i T 1 i 1 4,.. I ' l This asswaes that if construction" is to ,proceed during wet ' . weather, the majority 'of tie construction traffic will ' uti- ` a I line the '1E to 24-ins-thick granular work pad recommended . L. ' in section entitled' Site Preparation. i' Design 1 a ra 1 e arth re sur®s for e�be dd� d wal � d pond 'upon the type of ruct o n r i e. r 't e a bilit of-the ''' wall to yrield. The two possible conditions •are 1) a wall. ( . which is laterall Y su pp orted at floor levels or its to p .and, ' therefore, is unable to' yield; 'anal 2) a conventions l eanti- , ,levered retaining waal which ields byr tilting about its „ . ' base. Nonryaie1ding walla should tae designed using aan aqua-, , ' 1 . . • V'aalent fluid pressure of 45, pct., Walla which are; allowed to field. by ti y �' 1 ing out their bases e;hould be designed, using. I ' quuivaalent f d, pressure � an a lui of 35 pcf. (' ' Horizontal earth pressures due to a surcharge consist •W. i ng o heavy t' gs ��r 000-lb maximum axl e load vita be .sans s a n addtoralu� f4 ra horizontal'n a1' preeaur e of, 100 . f,,- . f ire ',height o . �s oiler the ant high of the wall (rectangular pressure .I' ?, ,, ilia g r a) for both yielding, and ,non yielding walls.' i . r cotend that this surchxr ge load a a added. to the lods edde�.. walls of a, building g or. and' ,, �, oer r�.. tai g walls tin the site' which ret rive min ' , e sin �aa��ed +�. � fi way ''''fir parking areaas L. goin ;Lateral earth, rases assume �� a !. The. foie C� ter p ;. .. . 1.�lre cri't'eria ' tha ., mb al ae, backf ran- filled wi ea a add th aft, g ,. ed '� cle that 4 laswllb ial e. / ,,..., I e medium. � well ulaar. '�Cta er' sand� saand anti rave Ar � , H .. - the ° •, graded ir°ai�rel with not More than: 2� pe,es in g the No ®4 � 1 i ieve (wash ..ysie) fora ng a 2.4..7 in. drainage blanket j,,. ed' a�isa.l. : from 'to to bottom a ainst the a edded wa mbi �;�: and wiaZ he ,. a raa U,la foll�... d� . g•r ,n. .,. hOuld die placed �in �, sai�►ed. '�h r ba�ckf�.�.�: is 1 lifts not to eceed 9 in (looi®) and coTpacte d to about - 1 ' '410. ' jIl • • i • a , dais . N. . ' m' j w (, ,'.' '' ': ' ' ' H' ' ' ' ' H. ' , '':1 . .: '■ ,'(. ,■:''',,''''' ::.. , .' ' . '' ':1 ' H,' ': '' ' ,'''''• ' ' 1 l '' of the maximum dry density (ASTX p '698) .' Overcc mpaction of , the, backfill should be avoided.".... Heavy compactors and large ' pieces of construction' equipment :should' be kept a minimum ' 'distance of 5 ft : away from: any embedded wall to avoid the buildup of excessive lateral ',pressure. Compaction close to the' walls ,should bey accomplished using' hand-operated, vibra-- , tort► plate compactors. �� � o. Considerations I' • n the etcposed . t.. eparatic� . e reconeit�d' h�at ' subgrade of each footing' excavation be compacted 'to a' mini- '� ' }, Ilium of' 95% of the maximum d density as . determined 'b , 'M, D 698. Compaction g should be accomplished usin ' a Wacker- ' , . type com act p g c , the . p ion ha�umer. • , r�°or to lacnh+e oncrete ' exposed subgrade should be observed and„ tested by a guali-� ' 4 ; { f ied ge®technical 'engineer 'or engineering geologist. I f , . i soft wet soils are exposed im the foo ins excavations it may be necesary. . to overecavate these soils and replace ' , ( . • wit h c omp a ct e g rams ar fill. ' �� s overexcay ation ,will-: � , . typically be l imited to 2 ft belov the base cf, the f ooting s a t e a We recommend that 'the time-rate' • of consolidatio o lls cons root on hhe souk ', n the f t edl end { • ' Unit A a network of three settlement:, of _ be monitored t�ith ree sett plates installed at locations determined b"�� GRX. These ' plates sho id. be installed under GRI's direction,and moni'a • ' r e w. Y by a qu ed lan rveyor. se data � to red twic ee�.l b� a al;�fi d su y The will er ly, ratioina l method for, n snit a tiffie ti g the p �ava�:�a rate of fill settlement. dnd may permit an acceleratio _ oast :±.o i schedule if the doottiented 'fill settlemen the c, ,• . rust t , th • 0 da: s red ed. , is mare rap�,d an the � Y. I�' ...ict � .. �' ; , We reco'' d . . �Y..•�'�� ,��� .n t�f �`a�eu�,t�,kale .��;� .� men that a qualified g`eotechnical engineer or engineering geolo'. , ' ' ' 1 gist be retained to establish. the rn#s of required over., ' i 1 I ,, 0 • H �.. excavation' along the south and west edges of 'the existing ' ' fills,',. particular attention must be paid to the amlount " of organic material ,present at the contact of the fill with the .. ' original �ground a . ' pp rtu ■ 'e we�. on�e the o o pity' to review anal diress scan_ '.4-:- ' L',H ,: '.". ' '.::: atruotion plans, and'' specifictitiona,,as they; are being dev'el'° f oped. Additionally, we are of :the opinion,inion, that to obsery eh '- H com liance wi thi 'the design. conce s e a e;if ca ian a e and f recommendations, all construction o erations dealing w t h • • 'earthwork; and foundations, should bay observed. by a aqua .ified ' ' geotechnical engineer or 'engineering geologist A 'Thin is particularly important' at this site to evaluate footing ' subgrade, and to identify the limits of 'overexcavation 'reajuired to remove the existing unsuitable fill materials „ ' ' We' would be, pleased to provide, these services to 'you s ' ,L.. ,"• '' 'V.'� This report has been prepared to aid in the evaluation ' • of this property and to assist the architect' and .or 'engineer . of this. acope, 4,s p vied to the in the, deai a3' ro. acts The li specific project and location described herein, and our des- • • '' ' r p t i.on of the p ro� cct xe p eaerit s' o;ur. unde r sta n dih l of .the ., `•' ' sgnificant aspecte of the proeot relevant.to the deal an d conet r�t,ction cf t he earthwork.o foundations, et c. ` In than . event that a n y cheag e e i n the ie.si�n an d location' of th e ', building as ootl inad in th.s repo -t, e re p lannsd� We s ould • °be givei the opp artunity' to review th e., changes and to. modify l or• reaffirm', the conclus ions' and reC��a �n dation a �� tiis report in writing e . .. ... . . '�x�te.,.,anal .,a ..a....and m.a�catmna�ndatida^� ...,...,. • p p obtained 'from 'ie test ....it ' ,!, •" . ray A : ara�.baea�d tx,,�n tree data .. .. ., ..,.•' ., '. ��, r'.'; o a iI pa�r� raved at� the loca`t�.a�n irtai�.cata�d a�►i� the �i�aa plan anad H ,i � . .. . =y'''ti1Ay . ti; r . +m♦,d.,sa.i.+x,..x«.,,t+ ,...,.. k,,.... .w. ,.., ..,. .,r».-,.,..r„r..._..._,.,...,.......,«..A..,.\.J..t.,+.i..-.«,.,sr.:zk:w.....A-.1....,.+.-,r.l....n.,,,,r„4'.4ia,I.H. r.-,r .w,» ,fir (Li. . from Other sources of information discussed in this report. ' ' ' In the performance of subsurface' investigations' specific ' : ,, , :,;'',. 1,. , . „ ' ' information' is obtained' at specific locations at Specific • ' ' , - ,,;a times. However, ' it is acknowledged that variations in' soil conditions' may exist between 'test pit' locations This 're- ' ' ` port does not reflect any variations which may occur between, ' 1 ' these explorations. The nature and extent of variations may ' ' ' - not become evident until construction. If, during construe ' ' • tion a subsurfac;:e conditions differant from those encountered in •the exploratory holes are observed or encountered or appear to be present beneath, or beyond excavations, we should be advised at once so that we' can observe and review these conditions and reconsider our recommendations where necessary. I ' , I I ' , ' ' Respectfully submitted' for, ' ' • GEOTECI'ICAL RESOURCES, INC p ' tl s , I t .. ,,o . .. a . 1 . .. ,,; ..! . . HI, ,. . I.: - '' •' '7.■.' ...41: -... . ,c,4 • - toe". ' ' , r' �,, I " -- Philip h. Wuret I David D. Driscoll, P.E�► Staff Engineer' ' Principal ' , H I I. 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''`B kh 1! 3 • �', ` N :,•:a'_,;.,,! ,,,,;. •' �� USGS �'CPOORAPI�IG NA BEAVERTON /LAKE OSWEGQ QUAD D i2 I NILE • • ,. i I { GEOTIkCHIfl .,`RCE. INC arII�C�Ep $N8 ARCHITECTS ' ' , , TECH CENTER ,TWO 1i'� VIOIM Y AP I f bAr APRIL,: 1986 J NO, 101 III FI0� I • 1 , 4 I 3f. --_ - -__ - _ - - -' - j-- - - - _ - �..— _ - _ ,_— t _ - [' '.. 7: - - f .,..,,....... ....i ;.: : _ _ TECH CENTER DRIVE f . ' '— - - ( I 1 f 1 -- I ( ( ((i --/ ( C \ . - .---_ - - - \ i VITP-3' /I [ 1 \ t\ kx ( I - 41, \ \ \ \ , \ ‘\ /. a _ 'N. -\ \ PFFE.IST FT PFFE ITT FT - ~'--� 1. \ \v\ \ •■Tf-3A r \ \ .�, - - . : - N\ \ ) ��so. \ \ ` t 1 tt - \ \ 1\ \ TF3A _ i '\, _ _ a TEST PITS-N OE Si€Br nn7CAL.RESQRRCES;iRk,raises: \ _�\\ • e 13. TEST FITS RADE iT EE ITECNNICA RESOURCES iNC„O�Ct.ISSN \ - ��� �� ��` lif ‘1\11 t MOSER:MAIM LOCATIONS-fRON.ORAiiNi at NOWT 3=LEEN-, \, ��� --1--� =���-''L ��� �� ARCNtTECTS'L PLANNERS,JAL 2�,I'S9i - \` �\ ---��=_=�i'1 �� 4. 1DFtICRAQAT ER0II Sfl B U:I LS tttills4 \_ 1 \ _ �—"�� \ 'It -....,_ \,.. \ i - k GEc�� .a _ r P 50 100 iSi Nb mE NT S LEES ACNl2fCis TECit CENTER Mt € SITE PLAN -DOM ARIL 15114 301 Hai Ka is no. 2 ■ • • • • . .,�_,.r.....�.k._i,.......'w:w, �.,.,:......,.,,_ ��, � .�«..;� .,r.��,x.x..,-.�.r.......,....�..�,...w.>ti.,..«..,xJ.nee..:,�..av-.�,..w..,...,....,.;....,.....w ✓r,.....MU�: ..W..,........ti...w.w_.._............._.�,,.� .. rx.,vr-„.�...J,w,.+t, ,.:,.ra%'"4bx.,.Hw:_:I.W��+,,cn ,�,r_,,- ... �.w.. r H , ' I is • q°C FEBRUARY 1986 INVESTIGATION •• ' A OCTOBER 1984 INVESTIGATION, 0�-- - , N [, 1 , ,, II�RN '� i t Uv • • • • A . .._ !, • . 10 —_. .,, ,i P 10% 20% 30% NATURAL 1.1aIsTORE CONTENT (FILL MATERIALS) OECi EcI.INI ►t RcE” 'I I rr NaU1:'riF4o li4ciiitiEtitii 046 oE . gsrs, .;. . ROBERT S. LEEB ARCHITECTS ' , • , TECH.CENTER TWO • • MOISTURE CONTENT VS • DATE APRIL 1986 ,IN $OL ill i'i ' • -fro � , .....,,. ., �..,.� ,H..,M.............. '( • M ^ . ;I'# 125■■■■■1■d■■gIs rr1► ■■r■rarrarrr ■► ion. r,■■r■ rr�er aw■a lin. n■er rlr■ rl■a■r. r► ■s ■a U STANDARD AA$NO(AASHO T99-6I,ASTM 0698-10)awa ■a ■a rraa MO, MOM ■ a�ii rsr, ■ r► 0 MODIFIED AASNO(AASWO T180-61,AST1 01551°10)• i�����ii�i� mum �� 0 OTHER r■■■■r w■■■ r ■r I2O w■al~ 'ii'iiiiiiih -"►. ,■■ a■ R DENSITY ./C0.FT.) 1°1.5 i`lAX DRY DES C L8 I;IIIUiiI . 20.8 ¢', • 115111111 sme ■■r� ■ ■■. ►� ■. NATURAL W.C.% 8 mom �ia�i ■ MM MOM.rr .�a. r► , ■■ w Qs : ■■iaerli aL, a. . JA ;.��ItI F l AT ON ilililil!ma ii� �l iii BROWN SILT , SOME SAND TRACE�� ■ ■ ■�► ► GRAY�,L, �r�ia■rl ar■r■■�►�irr■r . ar .I a::: TP•IA,�' c•. • , 5 C ���.�.Lastu .., 1 !!IIHa..TP:2AI2 I. ♦ pRY DENSITY AND MOISTURE CONT NT■ �..0 A■ m■► r, OF FILL ',SOILS AT TEST PIT LOCATION , .r as C■ A■�a ►�la���a�■>d AND DEPTH INDICATED . . ii I°5 r. r'►Ain 1 a op, czi . ,.., mmummimml . 1 m In po mama,■ It =I►'w■►s''' 11:11 l� p a 111r13r.gik ra ■■ ■■ l� ■■� ■ el wfir ;. Are ■►., 4 G► mamma immus�ii mmomplim� i ■r■ mirmi ■Oi w I` , ' ■■■®a r■■■a■■a s� rr. ■�■■ .. ■sr KMM'►mi► �rM�as■ a ■■aM ■■r�ir.r�r■�i�■■sr�ia�i>wl ■rlr►�rlsr�a�. , , r■�■r■ ■ ■ ps.■�■■ ■ ■■.■ ■erg .° ir?� ' a . 111 ■. . . ■a■ C■ ir �La mCm 1 mmo, NMfir ■ rr ■ r■ ■rla�i■ a ■■�t� . � a�■�r■■r■TP 3A,4 ,�� o. a�s ■ 1 10.5A�9,5 aw �.�► ■■OA ■ ■■ ■ ■ a■■■r r■■ no .Ni a ►'1r�olark, ummo wa■mo Immimpagoirupsomman MONSOON' rs saws E■ssr■aa A■ a �►v�MIWOM 95 r■riMi a ■ ■■r g arse■ rweg■r ■■ ■ itir■i.■■■ r �,��r■�,�p . r'R■si ■ Masi■ ■ ■si■■>A■ ■■ ■si■�rer■a■m M■■ TP . i, ,a� iaelo.. t,. ■■■,rasr■aa■sr■ s■■■■■ ■ ■r■ .■a ■■l�rar ■lr■■. ■a ■ }., ■ ■a ■a■r�■ee■ ■si■■si ■■■■rise r■ass ao■ i sh ■r ■.Meer■■r ■ rN ■ �■ omm ■ ■ ■■■■ ■oi■ r ■■ ■m■ ■M er 00,5A , .1 ■► H ' ■■a ■ a■.amii■■■■mim°sim■M it ■E■raR■■ a r. ,5.5 e0e■k a■■si�i ra r■r■ _is ap, millie _ room ■ ■ aUrip�I ■ sOI■ir■■rs■.m�rMI �wr■ie■ iNallN � ■■irr■ ■ s TPAi'�:5 9d MUM' r M '■OM a■ a r ro W iw \ !II■►. ■ lr ■ r ■ im■■ A ■■ C� i sl■r aumwlsmio i k mere. w. •, ill: ■si■ ��. ImIlimil� � ��■�■■ � ache■_u•■ YP �dI,IA�� �",���■� iM► ' ■ ■.■■■ ■■l ir■ ar Mrill■ r VIII ■. f■ a ■r . ■■■ ■■■■r■ii■rrr� III: ■ ei■■r■ ■ Q ■ ■ ■r■ ��■■. ■Mara eri n „.� . �eraa a�. .e� , 1�.�'i • • vial 1111.11•1114 �srrwe a siei■r■■�,■ TI' aA� ■ ■� r . ■4 ■■■ a ■■ d ■ m s ■■r■era :mini* r■ ■erey■Qr clot ; ` s ■ mam ■a ■ilmm.0 r� ■■OM rear raii.AM ra ■■ r �v� d 55 ■aw�rr�r �sa.rs,w � ■�. o ; $ 'Ia IS 20 2S 3a I L, OOI ST�k ROBERT`. S. LEER ARCNLTE I IGAP�tIJLT1Naa EA1C�f ki�N Ai #t TECH CENTtR TWO „ „, . • '; : ' COMPACTION 'TEST r,,,r r t N APRIL I9dR A�No 101 I I I �. #, i ' ' 'f L I. , . , ■ u4Wr we. UWz.lxw.ww.. ;i\uLl:.iw -0I . n. x-luvh•a .r., I. 1 • w (: . I SLOPE TO DRAIN ir I l 1 �a•rn•leWI:r Y .....aillOwsitawawwwwilat•war I1i11=—= I C�fl . ___,--___, ---y r. ,. . . ../..ir' . ' •i D �1 Y i • eDi 1� : ; 1 SEA!. WITH ON-SITE ,.,, IMPERVIOUS MATERIAL , Mi cifi ok 4 DIA.CORRUGATED PLASTIC DRAIII ' PIPE WITH NYLON'SCREEN FILTER, ----°-~-�~2 1#Ili.°--°--.—�-1 PROVIDE DRAINAGE THROUGHWAY IN FOUNDATION STEM WALL AT i°,; i ofij DISCHARGE END. CONNECT TO C" 1 I, ' PERIMETER DRAIN, , a �i GRANULAR MATERIAL IAL WITH ITH . D / 0 . THE NO. 200 SIEVE (WASH'CO •�,°. 1 10 C C LESS THAN 2% PASIm1C e) ,� Y 1 1 S ti} ANALYSIS I D • .D!. :,. . ,°, ...st 4'...", , 0 /4 ',, .D e i iii f'•r•r,;r;!r b, c t it% •• / r f, ■ ir 1 4' DIA, PERFORATED PLASTIC '' DRAIN PIPS WITH NYLON SCREEN FILTER, SLOPE TO DRAIN i' f. CLEAN (WASHED) PEA GRAVEL ! (S"ENVELoPEt II IN, !,, , 1 1 .. .,� 61,1LTINm►rmaliliEis'ANCI aic* Ts .._ , � , RT` S,LEER ARCIIiTEC'�S ROBE '' TECH CENTER TWO SUBDRAIN SYSTEM M DETAIL �j� �i e ��7 4,. Ih/q"416"D APRIL a� �IIW1 Ta< � .., 5 • R il ) • \ I . Y D J yy' y : � Q x '4, . '1 .. h4 1 APPENDIX A , FIELD EXPLORATIONS AND LABORATORY TESTING i EIE D EX T Q ,- reatrill. On February 50 1986, six test pits ranging in depth r_ from 10 to 15 ft were excavated Using a rubber-tired back- hoe. The backhoe and operator were supplied by W.G. Moe and ,,% .; Sons of Portland. The purpose of this work was to supple- „ went the subsurface information disclosed during a previous r I ( study by GRI. The approximate location of the test pits excavated �4 or 4/a past and present es studies a sh ^ Site Plan, Figure 2. • j` _ + • The recent excavations were observed by a geotechn ,aa1 engineer provided by our firm who maintained a detailed log . , of the conditions and materials encountered in the test . .. ,e pits. Disturbed soil samples representative of the nateri- ., els disclosed were saved in air tight � jars or bags. gala- ,, • tively undisturbed 3-in.eO.D. Shelby tube samples e taken in both fill and native soils. These samples were r�. pushing unc�iet�Ir�aec� obtained by tube the . . ' �' pale n the ukae v�rtia�a��.1 into � eoil using the excavator on the backhoe. The soils exposed y in the ends of the Shelby tubes were classified I.�, a e�a�a�ined a�n�, ela�a�i�'i tion, the ends of th by engineer. � Ater classification, w y, a .. �{ 1 ` C were seale • with rubber caps and tape to preserve the natural moisture content of the soils. All of the. were returned to our laboratory er examination and physical testing , ,1: . 1 . Upo oop .etira eatlsai , observation well 1were i nstarled in all t est pits to e. it meaehteen of the A-1 4 A n O el! I s I '.i•--r...ti.+.. ,.. ' .. 4. . . _W, _..i, ..... .. ..._w...»n• ....,•., .,,. r ..............� ._.,...n.�,..-�„..u.»w-;4 I.JUUn.......x...•.1 ,. • n,.. .- Jam, �, I A?'. ... t groundwater level. : Each observation well consists of a lam ..:, ft-longs Q.5-'in.-I.p.: 'plastic riser pipe slotted along its AA :, length with a hacksaw blade The 'riser pipe was placed into J.,,.,:;:' 1 the open excavation and backfille�d with soil, leaving the L ,.,, 1 J.; I , end of the pipe above ground. Groundwater enters the riser :,'.. ' pipe through the slots and rises to , a static level. The l',. position of the groundwater level is determined with an . , electrical probe lowered inside the pipe , 1 s The logs of the teat pits Tp-'1• through1 TP! '6A (Feb. , J l' 1980) ,H and, TEI 1 through 1 TP ,9 Coat. 1984) a:re presented on ' ' Figures IA' through 3A.' These logs present a descriptive summary :of the various, types of materials' encountered in the '' 1 test pits and mates the depths where the materials and char ' ' acterisitica of the materials change. ' To'' the right of the . descriptive summary, the depths oe',:grab samples and Shelby tube samples are indicated along with ,natural moisture con-, tents - Unit weights:,hts and Torvane shear strengths.the. '.' '• a '� g depths to the 'groundwater table are also noted. Definitions of the ' I , m ifiers used in the des tive s. ..ries `are resented in tr.� � „� '' � � f�7�i f+� �c.lr��+ WFdii�F38� � ��� ' �� � Table lA.,., I The approximate strengths of the soil e undainned sahear 'o bse ed in the teat it s were dote mad .n the field using , the 'T o�an�' �haar eoic a 7he To va�n e hand - h';-Ad appar° I • atus with van hich are inserted into the ' vanes, �. :soil exposed ix� I iI; : , the s i deval l s :of � cavat a� a The, torque �e i�e� to � ' ' ' :,, I ( •aid he sci in shear around the vane is measured using a ' , c a bra a in ;. The results of the Tc 'ane shear teats z o ,. are shown on the hest Pit Igs, ��a�u�e �h��u�h ��® I I , I I M x k • I I .I I I t •. ' • , ......, AI r. ` f ' •'R , (: The Taoisture content and in situ dry density of the soil observed in selected test pits were determined in the field using a nuclear moisture/density gage. The measure- ; menta, made in accordance with ASTM D 2922, are shown on the Teat Pit Loa Fi ur 1A. Logs, g LO! DOATMM !A1 i1M 2 h.' 11 .nn/��ryry7�7.. 11g11jjyy�• I r The samples obtained from the test pits were examined ' in our laboratory. The physical characteristics 3 were noted and the field classifications modified where necessary. • ` ., Laboratory testing was limited to determinations of natural moisture content, unit weight, compaction, and compreEai- bility characteristics of the soils. r.. Natural moisture content deters inations were Made in `r. conformance with ASTM D 2216. The results are summarized on . ., the Test Pit Legs, Pigures 1A through 3A. Rn3t egto The unit weights of selected soil samples were deter- mined by cutting a cylindrical specimen from n l y tine ; acct lc p . The eimena ► ions of the sample were measured to determine the volume and the specimen was weighed. After . ; . oven-dryin g, the specimen was rewei g ae� ��� the moisture . content was calculated. The dry unit Weight was then ] . . , , . puted. The results are summarized on the Te014, ." Figures lA through gu k :aw ounA. i ., ' A compaction test Vadverformed to determine moisture- density relationships necessary t establish standard compaction control dtc ng site preparation« Theiga relation- . . n PS rr, a 5• 1b i . f 4 Y 1� .—.-.4•._ ...... , I - .• ._. . ..-. .•.. •.,.. -a r.....U..-.w..nl.ac...il»..........«.........a.....y...,..,....«.. ...n.,PV,..,.. «_ « .a-..ink........t.....ailA:,:.LLu.r.n....lw.«lM n.rA1..4..r :4.J-•.I4PnL:fW»v:.,CJ.,>-.i. - „•.r 1 r ships, established in conformance with AST D 698, are eumaiiarized on Figure 4A in the form of a moisture/density curve.. O ne dimensional consolidation tests were performed corn selected samples in conformance with D 2433, to obtain • • data on the compressibility characteristics necessary for settlement studies The r ,sulta are presented on Figures 5A . through 10A in the form of curves showing applied vertical offecti str ss versus the resulting percent st aiao T I • I i, . • I I i ' I I I . 1 l' 1 i-. i . • it r I , Awb4 a ' ',,,1. 4,,,.: 4' r . . z ' l' . ' • r • w 1' „ • ,• , , " , , , , . , . H , .: ., : .(.. ,. .,,,.N, TERMINOLOGY. TO DESCRIBE .SOIL S S ' ' ' , ' Standard Penetration 'Resistance , .. ' Eel' ive fNva blcawEL.. fact ye loose a - 4 , . • loose 4 14 H ' Medium dense ' 10 3.0 lH, , . dense 3 0 - :50 ., . very dense over 50, 1 ;' ' , r l , : gxip on_ g s .s' 10 . . • . . ,,,�-. . k , 1.-�4u _ : wive). . i,, Standard Penetration Tarvane Resistance N�va1ues Undraained Shear 4 very soft 2 Tess 'than 0.1.25 ; f:',. ' soft 2 - .4 , 0.125 0.25� c I: mecdiwa stiff 5 - 8 0.25 - 0e50, ' ' • stiff H. 9 - 15 0.50 1'a 0 ' • ° 1 very stiff 16 .� 30 1.0 �. 2..i3 . • f ' :,, hard over 30 0 over 2 0 0 . i and ' Silt ae ,als which e4hibit 'general properties of gax ular ` . soils are given relative density description. , a�a; We ss ca o ... . L 5j bdlassifioatio Boulders Percentage of I .: .? ' 12 - 36 in. Other+Material r 1 abb e i i ' 3 12 in r clean 0. . 1«5. aravel 4 iriice ; �. A. trade,: 1. 1/4 - / m (title) • / - ( .� ) 0 30 3/4 3 �; 0arsao � : . I. • Ro'b 200 Rio,. 40 sieve fine or, cla e H �axnd �a d d 40 a .10 sieves (tedium Mo 1,0' 0 4 sieve 11 q y to - - - - _ - - - .---. -._ - , _ • - -. -i - - --: - y ' A El I66 ft 2t El. 113 ft T A E.1. 173 ft 0 C t_pose rooteu:znne: . in_ 0 ._. 9 S-fir W�32X FILL: Very stiff, brown SILT; con- C I.(1 - 2: FILL: Loose to very stiff, brown I� C=13.60 2+ tains scattered cobbles and boulders 0 S-I, w=21% 2 FILL: Very stiff, brown SILT 0S-1' W-21% SILT; trace organics and construc- ®H-1, W=18% N'_ Lion debris C>L0 grades to nr"dium stiff Yd=1Q8 4 0S-2, W=21% 4 [j 5-2, W=23% ! C15-2, W=26% Excavatfoit unstable a N-1, W=20% N-2, W=25% �H-1, W=25% d 97.3 - S: -y-d=108.5 g _ excavation unstable below 6 ft �d=87 S grades to medium stiff, trace • --excavation organics FILL: Medium stiff, dark.gray SILT; I 5-3, W=301 _• - It some sand below-8 ftr fill contains tine ❑S-3, W=20% a Yd=91.3 0S 3,.W=29% s rounded gravel, sand, and pockets C=0.45 = C=0..35 of organic material 5-4, WA3I% 21 2 10 — 1d=89- _ r EIS-4, W=34% ! :urte' or. s branches, and roots 1�=26% ,: Buried-grass,and rooted zone Stiff, brown mottled gray SILT; O S-S, W=25% It Stiff, gray mottles=d brown SILT; 0 S-4,-W=25% 12 trace sand Yd=94.7 , --; SGi>~f,. brown and gray SILT C=0.55 0 Bottom of test oft 12.5 ft 2/5J86j some sand S-5, W=3Ss .. Bottom of test p:t 13 ft (2/5/86} C=0.90 !4 C=0_65 1: Bottor of test pit 15 ft (2/5/80} D S-4, W=22% - TP 4A El. 176.6 ft IF-GA El. 175 ft 0. 0 Loose, rooted zone to 1 ft 0 S-1, W=25%_ TP-5A El. 176.5 ft - is FILL: Stiff. brown SILT C=0_80 0 2- FILL: Medic stiff Sit_T; scattered C=0.45 FILL: Stiff, brown SILT; trace organics Stiff to very stiff, brown SILT I[S-1, W=21% - �- a 2 gravel and cobbles C=0.90 �_ 1 td 29% =85:7 grades to dart gray, sa�se grades to stiff boulders and tree roads at 4 ft 115_a • ®S-2, I grades to sandy silt C>1_0 g- i 0 5-2, W=30% _ - g C=0.70 - - 8 '_ 1- S-3,-t=34% scattered.asphalt at 7.5 ft Buried grass, rooted zone loan stiff below 8.5 ft 115_3W:25% Very stiff, brown and ra , sandy = t Bottom of test,pit 10 ft (2/5/86,- 9 -y I I"=97.6 1- SILT C S-3, W=I7% T 10 Bottom of test pit 11.5 ft (2/5/86) I t._ + ed .n Ct:S-4, W=38% -0-GRAB SAMPLE it Buried ara o Bottan of test pit.12 ft (2/5/86) p ,j MC.GE CI-INI RESOURCES,i SHELBY TUBE S SAMPLE w«suL,>nc Ewa.EVa',NO Goaoa s -' ROBERT S.LEER ARCRtTECTS 3 NUCLEAR DEH50�tETER TEST, PCF S CUTER TWO H NATURAL MOISTURE CONTENT, % TEST PIS' LOGS ` C TORVANE SHEAR-STRENGTH, TSF (FEB_-1986 DATE APRIL!48S OS NO IOT.!11 FIG. !A .- - s -i TP-2 TP FILL:. Stiff, brown.SILT; occas. FILL: Stiff very stiff, brown FILL: Very stiff to hard: tan to mottled Tight brown, sandy SILT; gravel- to cobble-size rock frags. brown'SILT; trace to some fine occa., angular, 4-in rock Crag= grained sand and fine roll:hairs — merits FILL(?): Very stiff to hard, _ - aSi1,.=14.I. brown SILT; trace to some fine- grained sand ❑S-1,W=25.9 =Y -1, it=22.0 :~ALL: Staff, dark gray!-broto,_ �I. � SILT; organic_odor=,. contains fine .__ _ - taxi , occas., chunk of-concrete _'®S-2,_X25.8 It. _ S to 0 in; and crushed:rock frag- 51 5 FILL(?): Stiff to-ve ry stiff, S-2 - merits to S in._ brown mottled light brown. sandy SILT FILL:- Medium stiff, tan to brown SILT —(observation well) --grades to silty, fine- , 11.--3, W..33.1 FILL: CRUSHED-RCCk; 4-in..-minus, grained SAND --grades to fine-grained SAND . . gray-brownl silt matrix . i S-2 i 0: '-FILL(?): Medium stiff,.brown 10 Bottom of test pit i0.i}ft (10/III84) P3 1 `tl gray SILT Bottom=of test pit 11-0'ft (10111/84) S-4,?�=32_1 Button of test pit 11.0 ft (10/I1/S � TP-4 TP-5 FILL: Stiff brown SILT; contains FILL: Stiff, brown mottled dark_ -n' chunks of gray, clayey silt, pcs- 0 S-1., Itsi5-1 brown, sandy SILT 0 CRAM SAMPLE of wood,-and occas cobbles and boulders 0 S-1, W=22.9 LI RELATIVELY IINDISTURBEU, 3-W-0O thin zone buried grass 0.77- SHELBY TOE SAMPLE thin zone buried wood and grass ,,TORYAME SHEAR SIREMCTh, TSF - - , �,. GRAVEL, COBBLES, ACID BOULDERS V KATURAL MOISTURE COMM% if.- FILL: Stiff, mottled gray-brown to-gray SILT;trace to some clay 5 and fine-grained.sand ill .Q..I_ 5: _2 5-2,.1 21.5 FILL: Stiff, dark gray-brown 60 - SILT;--organic odor, same clay to + ' -- clayey, moderate to high plasti- - city •;a thin zone buried crass DS-3, W.,35.9 I, ; 0..60' X0.65 GEOTECHNICA:..RESOURC .RiC--__ - li 5.--3,'.IL=32.5 eo«lscma¢E•GI,QE113 Argo cteaoG 3fI ROKERT S.LEES ARCRITEtTS tfiin.zone burled grass and ! CEA1 TKO Bottom;of test pit II._0 ft (10X11/841" leaves ®5=4,1J 3S.I °. Bottom of test pit 12.0 ft (10/11/84) TEST PI LOGS (OCT_1984) oar.*IAIL ISM 106 rya SOT.IN - mo. to TP-8 TM _TP-8 e 0] FILL: tedium dense a.denser _ FILL: Very stiff, tan to brown, FILL(?): Very stiff to hard, silty-r GRAVEL angular fragments, . sandy SILT; occas. twigs and brown mottled gray and rust OS-I, W=1.3 contains:twigs,roots, sheet gravel SILT i' plastic OS-1, 1i=21..0 thin zone burled grass `15-1, W=24.:1 thin zone buried grass 1 FILL: Stiff, dart gray-brown ad 0+ trace to some f#ne-grained ❑5-2, 1E=26.5 SILT;:trace to some fine-grained' FILL: Medic= dense to dense, �OS-2, W 22.1 sand below 4 ft sand and occas.4-in..-minus Tack � 5- f r a g m e n t s. .S-2 S SAND; fine.-grained, trace t o. s o m e S- - j s i l t ` - . j FILL: Medium stiff to stiff,. dark -(observation well) --Observation well) gray-brown, gravelly SILT; chunks I of.asphalt, twigs, roots, and i--- - sheet plastic Medium dense, tan to light gray- OS-3, i 31.8 I brown SAND; fine-grained i -_ OS-3, W=21.3 IOS-3, W=20.0 110f11/84) FILL{ Very dense,• dark gray- Ig !9 Botto�a of test pit IO 0 ft (10{11:"84) I brown, silty GRAVEL ' I Batted coarse •rass Bottom of test pit 11.0 ft (10/11/84) Bottom of test pit 11..5 ft(10/11/84-) - ` . _ TP-9 9 FILL: Medium stiff, brown, gravelly SILT;- 2-in.-minus crushed © GRAB SAMPLE rock, occas. pc. to 8 in. •? _ (T RELATIVELY UNDISTURBED, 3-IM_-0. jj SHELBY TUBE SAMPLE S-I, k-13.3 .- •TQRYE SHEAR R NATURAL MOISTURE CONTENT, % - _ - thin zone buried grass S-2,W=23.6 it GROUND iIATER LEVEL FILL: Med f ua stiff, dark gray- brown, clayey SILT; contains fine • X0.76 root hairs to bottom of test pit - *0.88 j le _ ©S 3, 11=28.3 GEOTECHNICAL RESOURCES,INC. - cOmmriveCt Emaraterra mo oars ROBERT S.LEER ARCHITECTS TECH CENTER TN Bottom,of test pit 11.5 ft (1O/11/84) TEST PIT L - tT:tSS41 1 11Te APRIL 1986 JO{N0. 107.111 FIG. IA • ' - _ .. - _ -- - _ - - _ _is _ � , ....,, ...,M. .......-,,,.,.»,-,.-.,,.i...,'„G,,...wr...._.......,..,.ucc.v.-_u.,.,y_N..., :uu,.M.,,..0...... ...........» . - `- .r, ' , , , , ' 125:1410111r11011.1.111,111'''''''.11211 , ■rr■■■saIas.■tar ■I ■k. Rma rsss■■ m i milk IN STANDARD AASHO tAASMO T9911 ASTM D695°TV)' . as raa■. ■ ■a�ar� 1. say. ■ aaNao; aw ■�►, 0 MODIFIED AASlO(AASUD TI8O.61,ASTW 'Dl551-T'O) lw��liim■ .41a�s1■■■1 ► a., ss a■ r■r `�"■■raMAMr ■wm ■ Ism 6 Ofl R 4 rsmilmm r .�iaaaratm■m .s.., .i ►:. i!pi!20.t ■aarr saws !auas u lL. _ ___._.._.._i__ s r■spas ■ are s ' ■:. [TEST,PIT TP°5As SAMPLES 9 r noir*. a. mart■■ .. . MA;X. DENSITY t I .CCU.F )__ �OT r 3 ,,; ,_,oil m■ ■ OI�TlMI9M W�C.`I` ,. sa=■ j ir: k: ,I i5■ :s::::i :i 1s■ . . NATURAL 1 ,C. �.��, 20.9 :..raves r i ■�i a.aa." .■ ►: ., !'i.E Ct.ASSIFIC T .. 1111111.1113. i■.aar ■ is r �ia► s �' 1111fl1111111 !G!ik FILL 9RaVIK SILT S0liESAN ORAbEl�•Nam I 111!Iiimilaluilm*. • nal I y'IA 414 , ' ' :' ' ' , : ', , ', ' ' , , : ■�l II . , it A ■k► °� .■� 1 111 .► s.�s. A � ' .' a m pi?pa imma■i ■imi. l'mmi . ► � m � a. „aM�. s .■ s, ' � g iimill a.�` � a 1111111111111!iiiiiiiiii i iii i '' ''''‘ ' 'I ' ' .gi • ■ in ar■l1i1"r lin��iaas0111 ra■aa aara,�l�aik• r aims ■ai 1 aNr�at■■ra ■m r ■ ■OW00, ■r1aw ' ' 4. , , pm■ sa ri. rr ■ r ..■r Ilmmalissm ■ as ■■ raise ��rL' ® • ■ ■ M ,r�Naa■r'1�■ •, ' MLA , • 1 I 1 ■ t ■ l ■ IMMINMOMMONMSONOMOIL*011ik II 1 arrs■aar�asw 0 r■ i IN taNlr:a, ,,r' as ■ o al■ w 411401:0■ ■■ . . ■M. OMIS■OIIMr !CIS., ' ' �,, 5 as a ■ ■r■rs rrraraasrt■arrlis* w�■■ aala�aNsw�a��w h :aN 4 :..; ` �irr .r r as stars r11ar larasa■aaa�i�asiar '�ii111ii � s►,, ; ■ harass aaamm as ■ mama ■ mans�i■■arss manta ilm aarampammma m mma waL ;. �.,,. ma s a ■a� ■rm as■s a■■ m r r maaaaraa'1sa, •■ , a, ,. ' a.■; 1i■. ■a . ■ a■ 1ismi m 1. m as■owm mills►r aar s r■Immommgl.s ra.ir ■ 1411111 ' II � ssaa�a■ t111111"6, �. . '� r■ ■ ■. a i s ■ ■fir 1wa ■lNaa■r■ �! , 1 ■ goo* Ma �is■� r i sM■ :11 ■r MNialrNaMlas■ am•� as .pi.. ■1” '1■gN a ra ■Balm lmar a_ass ssalareaar:aas s, ra 0.0 ,11� I OM 1aa ammo! imamamailam001 s ■ws a��t arrw►�aa�.■ ■ss n wo ■ar■ ia ■ � s 1: .■■OIM,■g ■aura ". . mom mma ■ ram ■ra■a mime, ■ ■i ■' mN m ma a a.,, mama rarlrsa MINN V ■ ■.■ms maa1a mMII* 0maaAmammam./ . . . as r , aaNN a a na marraaa aai apai m rar.aas■.tram. am : moo , . . *RR 10.00.00 g ■m� ■ ar a� a ■ a 1■s R' a s■ rs waaaamlla NW,* M a a■■ n rr■ r r m r as Ra■rm, 1aalar■m osmama aaaam 0'sr, `heave . mum lap r d a aM ■m ■ sra .aealus aama aarasa oars a► art i aI ■ a ima■■ -a #a. s■aaarIN sm ma00a■ma as Aa■,rIam_,■ '■ i ' .m!PP -.I., . . 1.. .: .■ ' ■. .R■..� a■■ aa:.�M■ aP,� � .0 ®, . m �,. WATE 0OT PElirE• RT p T �� '►•. 4� ... - bdgN1L'P! 41 tMCibNgEF1 D df•I:I�, Ii�$ W ' , ROBERT $.11E11 AA! NtTECTS TECH CERTE11 TWO , 1900 ,1� Imo. IO1 ', ', .:: ' ',,' '',,,H ' ''' ,,H, 1 „E.' , • ,H,HH':,-.: : ,, ', ':::1' ,, . ,'''., ,.':, ''' ', ,, il, ' ,,'' COMPACTION Itti l'' ' ' , , D � ��R1l; liti , a . 1 :,I fl BORING SAMPLE DEPTH WATER CONTENT,. . DRY UNIT WEIGHT, PCF - (r l INTAL FINAL INITIAL FINAL _ 3 3 88. 104 6. , ORGANIC ODOR . - - _was " - - - - - - - - �� __ .. .. - _ _ -- _ _ -STRESS IN TONS/S4 FT 100 y - _- � OA - 1.0 - - - 1•21 $DIE- - .0a Cllr OS....8 MAO.'" _ • _ - - --- .i...:.} __ __1__-._� f ,_ "1 r—. 'I _!- — — ---- 1 ' - ` I t' _ - 1 _ L=_. - - - --�- !-- r•- - '-_._'` - -u Y..-� ' ._-".'_- _- -• f - _ _- a` "-__ ___ • - _ • _. _ _ _-- -• - _. - - -1 - 1 -__• _ a . t i • I ;_ # 1 1 1- --1------ * . - -1----i-----1-- - - lissommini NM _ --E_- _ - _"i' 4 'i' »' T _ -_i____.--_._____-_;-.___1..-1_..— I_- 1 Q , - -- _(r. F l r _. __. ___ j ` _ e _ •1= - i - t 1_ 1 - 746__. r _ •– .__i_i __...._ _ ., ., 1 .i. 1 i I_ -1 • : . 1 H I L _7_ : — __ii.....1 1 - • ---^---r-t-----1 —1- -) t i r ,— ' - f r — . k i-- --E ; - , L .. is3 - -,_ , ;.. -_ , „i: , _ ,_________T___ , _ i: , - ammmii. I I 1111111111011111.-_____-_!---.1.-I . t■ - arnalliallum -=Li 10-1 -1r_______. _i i ` ;:____I_______L:_-_[_______,__ 1 --E-_____I i t __ : , . t _ , . t_____ . ,_.... _ _ _ _ 1 4 _l__,_1__.1 ___ .---i--- i___;____,_t___i_l . . _ i_i_ ___H_I - ;-j- -_ I - =--_• - __t...._•___1_, # i -t i- [--1---,t -,-1 ___ —. a.-- -'1 - — —__T i –4 _• _ _ `--�' it} t_. i ii--• _1- f _ - • • -� - • -L�-ff i. � 4- _ - _ .� T - x i-_ ---f---t- - -`- - - -� 't__-' _-r _ 1 sr. -_i.- J . rLffq _` _ �— -- — 3j_ !1 t'-- . - _ - - I-1-.-__ 1. - I--4 I �- tt { 1_______,:i_____:____:_''I COilSULT1N4%ENGiNE�A AND���i.0013i5._ - •i s_ 4 MI t 1 i _is. ,_ SAMPLE mum �� f - , , _i— l_ • 1 ` -1 • i. TEST PIT 3A #`j- _ _ _-_— CAA APRIL 198S . � kr__ 7.'1 I I . 'RING m 6 WATER CONTENT, % DRY UNIT WEIGHT, PCB CLASSIFICATION _ (FT) INITIAL FINAL INITIAL FINAL - .. 102.0 SILT; BROWN. TRACE-TO SAME FIE SAND • STRESS IN TONS/SO FT 0.01 Li 1.0 10.E 100 . .ice c as Co ;ice Cm as a-4 asp- t .� OS-4 C.�- r Gm .- , es ®. {f-� ; 1 1' j t i •'_..y'-'--• {j41-�-f--jam _ _ ( t 1 - i s- _ - _ _f'-__1 - __ ; - _ - - •. __ t ..�L--� - _ •- 1 :'-�?' S ,.-- '-- t-- i . ii - 1 °�_i 1 1-'--i-'' t t t r_.-:. -- _1 ——S ---'- i, F - - - - - - --r-•- ..4..... t �i ( _- _ -- - — i 1- i __:. 1 ; Es _ , . i_ 1 . _L______} 1__,__ -.•,. _-________7.- - : -,-.7--- '---1---.7., ...-1----- -!-- . ' _ . —r-- -------1—H -:- - 1 iii-P.'- ' '._---__I-4 ' a ___.4._ , i ____r-, . . _____] ftits,,,..., - -. F _ , . , _ ,. , , • . , • _ i _ . . ___.......„__...._. . , , .. .. . - _ . . . 5.0 111/111111111111101111—e-1111111111 i I i i - = lith- I . • , I , ; . - .... . _..f. .. ; . • - QC ; -- 1 1_ _ I t----T I t . . , 1 - :. _ I M.; t : , ____ , i i -.. . _: [-- . . . . . *,_., . MO _ - t 1 t t _ , . .I ; F _,_1 - __ - {L -i - _ '-_- t,....,-e- s • _IL1U1 7 1_ 7 on 7 - . . I d - _ __ 1 I .!1 _t ;- f� - __I- iii t f - 1. F i :-� _ --- -� _____4___,I__'i" _ _ ` - - , _ - - - - - - it ,„ ! 1 : -[._____:___--__ 1__--1.-.1-.1--1. ,,,, ____L___:.-___t- -_- - ��,=--i _ �. -i •t ___-- _I— ._ L-= -1.—_: --•- F ,-LIIii: EE ---_ ---i•--_ 1--I- - - - _ 1 s 1- s - c • i el : 1 - _ _—_- �_ Y - GEE H �O RESOURCES. - --1-1_ Y - _ CONSULTING ti =f = t , - Q - _fir_ -_ _11111111111111111111.0111111111111111111111 1:-t - 1 tT _? 2 TEST PIT 3A= SAMPLE - 1--- _ �1_..� i -_I _t 1._ _ - . - -1=ffi ' i `___r tII �A - ' .. 1 DATE APRIL I9R8 - JOB-No_ IO' �t _+-�-# - _= 1 L L _ t • _ _ _ ........ -.....-.....-_ tea.-.... - - - - .- - - ______ , - - -- - • _ - - - a®mot ..- .. - .. ae��.m�... av�O®� - L - - - BRIMS S� I� E a£ TR WATER CONTENT, DRY UNIT WEIGHT, PCE CLASSIFICATION ' FINAL INITIAL- FINAL - L:i:14A 2 �.� _ - - . BROWN SILT _ . : STRESS IM TANS/SO €T 0.1 1.0 sa. ORM £9, ta4 eh CD C0- - _ i 1 - _ I 41_ [_ I- -t -_ - -- --- — - ; I 1 I • IIM Ali • ; .- s :: - g t ____1_ __! - _-4. 3. 1 :.i___ .4- -:-- - _ e I ,.. • ___i__ _ • .__ �� _� f e _ --- 4_' -_ s r __: NM. . .1-7,,- :, . gm .----.....omillinitalainak.M1.111_____. __i___EMI__ __I 71 • , - , 1 ' r .. i --- r asamas.; iril . 1 - i 1. y- --i.--j_.t f ..- _ -.-- gaisimirfir_ ' --_- - - - e --1___ I t- -f- -3 .- €11 f _ — _. —lam_ — - 1 - -- t- _; IL ... ... , - 1 1 - • t : . - i L. ...t- ,,, ... - - - - -- - -.—._—Ls Li _ (.-__a �', _ j-- i f _.__ -_ _ - _ 1^-i_ i .. --_..ter.. - — Y __ �- - - -- - -; ,._ _ t _ .-'-_ - - - 1. -.-.- ._` -. .. .. '.. -- .- _.. - - - _ —_ ° _ —..._ t __ - - _ __ _ _.__ ____ __ . _ j i .. • GEOTECHNIM RESOURCES,INC 7 CONSULTING'ENGINEERS AND GEOLOGISTS °.-. - ' "-j _ -- --{- - - - I 1 -- -- ;--10 e ,..... _ _....0.—.....= �- OS D T O TEL .�� - -e __ -- - `DATE' APRIL IBM JOB Na !OT.ill - --- -El0.7r -Cil _ - i 7, ` _— —;' 1--! 1 1 •r '`_----_L.=_{ i` —s<I --•--`'1---� - t`__ I ' -- -- — -- - _.sr� �. 'env.= _ -.... _. _ ._. ... _ - _-.- ._. ..- ..- .._ _ _ _ .. .- BORING DEPTH WATER= CONTENT, % C► r _ - - S��PEE. DRY ��t3 WEIGHT, ��f CLASSIFICATION FINAL INITIAL - - - - f��` INITIAL FINAL - . _ =T!-SA 3 ` 0.3 - 24 1 2,10 96.2 10,8 FILL' DARE CRAY, SANDY J , _RACE - is Fill GRAVEL • STRESS IN TONS/SO OR_ 0.1 LO : t3. . ss� a•-a a �s. . � 4.M- ab e i 02-.-4®scO ND CAS jilb ea+ w.Qo�sas-m e� em a. C99 -•a eau t - 1 I I i -i i - 1 - -_ _ _ 1 —.. _ F t t # � I - -I — = — ! 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DAR BROWN SILT- TRACE CLAY 0 FINE GRAVEL _, STRESS in MIS/S0 Fr • 0.01 0:I 1.0 10.0 10 • °°'. p., 4.- .. - cad. to.s3 9s --, e19 s •4a. -ass �R .MCA,- "al- cas * CM Of-.a Cs CO �a cm n C as..a CM1CI�- 1 . t i,a_..._.1.....".L.....e i__ , ._t.. 1__..__:._-__.... I . - 1 ' __________t_-_ * __..y.-__ .__,__ „ - i i 1---;--- -._.._ . _._ 7 - r_---. -. __ _ . _ - i --I--4--- 4. -:--.P.I___ ._. . 1 , . -I i _ -____. ___.________._ . __ . __ ._ ______1.______ __ __ _ .. ,__________._ ____.____ ,. 1 _ I___ I . -1 ' , i - - 1 . _ _ }#}{ -:- -�- .• •_ IOC. i II -1-- I-- - - ( --- �,� —_— . Ram i= _ j i t I -._- j , —_ — . LaJ ______... __:„.—,...___--__.__-1.. --I t , I t . —r—---:" ----" -—" ,--- i. , : - INI "t- . , 1 / , i I 4 ------1 — 4 . . : i— i _____+_-- 1___E ; H : _ ` - - • _.,- - 1 , i ,.. I lit-f---- - f f � s EOTECHNICAL S E N i CONSULTING ENGINEERS-AND GEELOG1STS - i - — -- —- I - -_ --,•- TEST PIT 6A, SAMPLE - — jI.i — -- - U ; i - - Dit---------' P IL �3�Ica._ _ t0?.III: _ - G, 00A. - --- -- --- _ _ s i :� ..vim ._ _ .. _ _ _ - --0 ti+ +,.. _...'..»,..,....,, _....., '..,,,,,,.w.. .__....1.�.., -...:.-...., t.,..:--a.,...µ..»_.,m..»�„r✓ ::u«....;_...w—a,<w,;.x:.,_....,...w.,.;u.,...r..rw.,k.;..•+i..�x,...,.. • '. .......u,.u...,.u+...,+•W,4,...•..�u•aw nar•�.,a..,.n.,.s.wu..M.Nar,:,wr:�?..k++..+ ,...raM,-.,r..F�':arr•Yr a=,du.,.ur.,,,n Ws _.w.,�...,w+.ewxi_�....:-. ) aOR w.S' tti - ,:.'„,.,:•,,,,,,,,,i r Ii .0 X3'4.{f+ ^ • o June 16, 1986 ; Planning Dept. / City of Tigard OR P4 Box 23397 Tigard/ OR 97223 ' Subj ; Tech Center Business Park, Phase II ,' To Whom It May Concern: f: Please be advised thatA:' a n tY Fox and RObert 5. Loeb have been given authority to represent Western International Properties in all matters relating to the Site Development t'` Review application and permit process. Ili Sincerely/ !II ' • Western International Properties ti I � Jame B. lie m r{. • Managing General Partner .r 1. y 1 , ! r j� • WWOterti intetiiti'il't ial Pro rtidit OM 3 N(,o i'rt,htl t;'1,1bati';it1t;ri! ))1tp i,.11) I":9r+1;,�rr,1�'Y'rk+R�krrw'.1":'�� D �i�114 } b r • l 4' .4:- . , . . ( 'tea„ N r vv *} I 1 V ,n lid Staff Review , , � a ,,Ik‘,.I I w CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT E; _ PRE-APPLICATION CHECKLIST !. ,, . lF dr Date _"j to SS 1 e APPLICANT ' -,- . .a. . ' 2. PROPERTY LOCATION r' / ,0 ��' 1., ,L'+rte,.r'I ,',',i. Address ss 1 . Tax Map/Tax Lot � ' I I y. i, , I 3. PROPOSAL 'DESCRIPTION/NECESSARY APPLICATION(S) " ..,/,. i1..1.,, :rte .; Z /� - 7 t e6 `,tM) ; , Ad t ' , 4e USE • Existng� �� Adjacent a cen� Property e rt Y north ' I south 1 east I- IA 4 I west : -. ,---- COMPREHENSIVE PLAN DESIGNATION : , 4, : ,6. ZONING DESIGNATION '1 ' :17-,' NEIGHBORHOOD OOD PLANNIN o ORGANIZATION'N6.. CHAIRPERSON . � . . i PHONE - 1 r , i 8 CODE REQUIREMENTS ,nimdm lot size/width � � I� M Y Setbacks front " cox:aer " --,--... - side C tear 4, S eciai s etbs�cf3 0 streets ��_ e��at�ishecareas ._ w n ensity tones wo. iand r fiag lot .' accessory structures, --77'H' -"' zero :ot like M a�imom lot' �. � coverage c I ' MAxim m builditgiheight 1 t;5' 1 ~\ „ if . • . . y 1 . , . ' , '.' :''' C: - .'''' ' ' ' ' ' ' ' ' ' ' ' '' : ' :(':'''' '' ::' , . , . I J.r ...• n r,a u v .. ....,... "_cu,a W.wwb'.?+r.U.il,.r,. 1 x-..J.,.rutw..{...W' � ra ..w..-..ate.,.wwa.-+.a,,s.J.sw arvk... .,.....awr.....+..4-4 ....,a• ,. .w .. y4 i , Special height. I�mite fl"ag lnt �_____ other . Density-ca1culatio �'"` Density transition - .~..------ . ndsca in : minimum %'' of lot area , , �" street trees w . 0J: , ,a '1"'" / ) a p buffer areas ' -- _ parking area . • Visual clearance 0 ` / c.�.... :r, ' 'arking and loading' ,.,„,:)/,.• :. . .C,� i , Access and circulation .,,; , , . Signs ' 1 • . 9.'., OTHER. CONSIDERATIONS. (See application checklist for'spe,cific items) Sensitive lands:� floodplain __ drainageway I25%, slope . Wetlands �... ' . . ' �Open space ---_"""7 , . Iisto�ric overlay ---- ' - Street improvements/connections/bikeways . .''. ' ' I . R3 ght--of-way dedication �.'�._.__ Sanitary Sewer impro iement ._ Storm Sewer improvements.:. -. ..r�Id./,.../.„ ... ,..::. . ' Improvement Agreement '- Permit; 3onds; Fees ' _ �_�_____ • Other agency permits . 10. PRO C DUR E Admn±strative staff review ,/" Pau g : t gr blue Heari,.n /Hearin ,� Officer . , � , Public H rig/Pla; i g Commission w i. • The Adi°dinistrative decision or Public Hearing •shall occur • „ a pP tolc ey y i ' ' ' 1O-da y.a PP eal period follows all decisions . . , . ' , , ; . ( SLopm/073 Ir L I o1, ' i o r 4 Staff r:, 1- ' Date .4f-,04, CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT" APPLICATION CHECKLIST The items on the checklist brlow, are required for the successful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application: This sheet MUST be brought a and submitted with all other materials at the time you submit your application. See your application for further explanation of these or call Planning" at 639-4171. • ITEMS TO BE r ' BASIC MATERIALS INCLUDED: A) Application form (1 copy) C B) Owner's signature/written authorization CvI" C) Title transfer instrument C 0) Assessor`s map (/]' E) Plot or site plan CIA' . F) Applicant's statement C � ' List of t�o art owners �, drlress, within 2s feed (H) Filing fee ($ ') C J SPECIFIC MATERIALS w A) Site tnformatiran show'in (No of copies ) [ ]/ 1) Vicinity Map [ :I - ; 2) Site 'size & dimensions C ' 3)4) 0-10% or 5 ft , Drainage patterns, co rs a� and pondg [,„,3' 1 , 5) Locations of natural hazard areas including: a) Eloodp1ain areas . b) Slopes in excess of 2b ) p C ] r c). Unstable .ground C d) Areas with high seasonal water table [ M , + ) Areas with severe soil erosion potential [ ] f) Areas having severely weak foundation soils [ 6) n of resource shown on the Comprehensive Location �° areas as �:ve Map inventory including: ,a) wildlife habitats t 3 ' b) Wetlands t ] 7) Other site features'', , a) Rock.,outcroppings [ 3 b) Trees with 6" - caliper measured 4 foot from ground level 3) Location of existing structures and their uses C 3 ' r 9) Locata abnd� typ Of d9 and off—site noise sources [ ' 10) Location of existing utilities and easements C , 11) Location of existing dedicated right—of—ways C • B) s to D1 velo hent pan shrawin No of °copies ) , C I 1) The proposed site and surrounding properties 2) Contour tine intervals C=/'.w i 4L • • r 4 r .,r • .,n �` * 3) The location, dimensions and names of all; C, a) Existing & platted streets & other public ways . and easements on the site and on adjoining [ 3 +' properties b) Proposed streets or other public ways & easements • on the site, [ 3 c) Alternative routes of dead end or proposed [ ] streets that require future extension 4. , 4) The location and dimension of; a) Entrances and exits on the site [ b) Parking and c rculationi areas [vJ, c) Loading and services areas [v1 1 d) Pedestrian and bicycle circulation [ e) Outdoor common areas, • f) Above ground utilities [pa' 5) The location, dimensions & setback distances of all: ,'° a) Existing permanent structures, improvements; utilities lities and easements which are located on the site and on adjacent property within 25 [ . feet of� the site � � � � � � � � b) Proposed structures, improvements, utilities' and easements on the site a 6) Storm drainage facilities and analysis of downstream conditions [ 7) Sanitary sewer facilities [ 8) The location of areas to be landscaped [.,1' 0) The location and type ofi outdoor lighting considering crime prevention techniques 10) The location of mailboges 0 11) The location of all structures and 'their orientation [d . 12) Existing or proposed sewer reimbursement agreements [ ] (3) Grading2l4n (No, of copies _.....:*Z...:5 [ , The site development plan shall include a grading plan at the same scale as the site analysis drawings and shall contain the following information: 1) The location and extent to which grading will take place indicating general contour lines, slope ratios' and soil stabilization proposals, and time of year it is proposed to be done, [PI ' 2) A statement from a registered engineer supported by , data factual substantiating: a) Subsurface exploration and geotechnical engineering report b) The validity of sanitary sewer and storm drainage: service proposals [ c) That all problems will be mitigated and how they Will be mitigated [ 1 D) rchitectur°al� Dr�awin s (No, of copies __ [ The site development shall 7 v pn�e�t plan proposal sha i,nclud�. i • 1) 'loon plans indicating the square footage of all - structures' proposed for use Oh—site; and J t 2) i Yyp gal elevation drawings of each s'tructUre � � [y:! I 1 ' Ir A • Y. E) Landscap Plan (No, of copies Isl.: [ 3 The landscape plan shall be drawn at the same scale of the site analysis plan or a larger scale if necessary and shall „. indicate: 1) Description of the irrigation system where applicable [,rte,; 2) Location and height of fences, buffers and screenings CeI 3) Location of terraces, decks, shelters, play areas and common open spaces [ ] 4) Location, type, size and species of existing and proposed plant materials. The landscP.pe plan shall include a narrative which addresses: . 1) Soil conditions. [ ] ♦ 2) Erosion o � � c ptrol measures that will be used F) � Sigh Drawanas , Sign drawings shall be submitted in accordance with Chapter ' 18114 of the Code as part of Site Development Review or prior to obtaining a Building Permit to construct the sign, [ (3) Traffic generation estimate [ 3 N . fi�reli � ar rt m �n a ata.on or �lot �. e t�,i ) 1 n ad us , ent ma show. n (No p. _) ` of Copies 1) The owner of the subject parcel 2) , The owner's authorized ~ er t 3) The map scale, (20,50,100 or 200 feet=1), inch north arrow and date C 4) Description of parcel location and boundaries F 5) Location, width and names of streets, easements and other' public ways within and adjacent to the Marcel 6) Location of all permanent buildings on and within 25 .feet of all property lines [ ] 7) Location and width of all water courses G 8) Location of any trees with 6" or greater caliper at 4 feet above ground level [ 9) All slopes greater than 25% [ .I' 10) Location of existing utilities and utility easements [ l.) ror major land partition which creates a public street, a) The proposed right—of—way location and width [ '] . • b) A staled cross-section of the proposed street' . plus any reserve strip [ 3 12) Any applicable deed restrictions ons 13) vidence that land partition will not preclude eff♦ sit future land division where applicable J`) Subdivision .. , �re,ln nar i� a�� i p and da to_ �Pwin (No, of � � � Copies ) : 1) Scale eyualing. 80,6o,loo or 200 feet to the inch and limited to one phase per sheet [ 2) The proposed name of the subdivision 8) Vicinity map showing property's relationship to arterial and collector street 4) Names, addresses and telephone numbers of the owner developer, engineer, surveyor, designer, as applicablet 5) bate of application [ 6) boundary lines of tract to be subdivided [ �51 ' ' r.r..ws...,.....tr.nlm4-max M.+,««..wµ..a.,f..kalw5»a..,.irlw»<u r+-.•♦....,..f a..v.....s.u..4.4.L...'i;;..♦:.0 . 1141:,.' .,., "e• 7) Names of adjacent subdivision or names of recorded owners of adjoining parcels of u,isubdi:vided lard • 8) Contour lines related to a City—established bench- . bench-- , - mark at 2-foot intervals for 0-10% grades greater than 106 [ 3 9) The purpose, location, type and size of all of the •• following (within and adjacent to the proposed , A: subdivision): [ J a) Public and private right—of--ways and easements 1 3 b) Public and private sanitary and storm sewer lines [ 3 c) Domestic 'water mains including fire hydrants [ • d) '; Major power telephone •t•ra,nsm�s�, sa C�.an lines. , (50,O00 volts or greater) [ e) Watercourses E 1 P) Deed reservations for parks, open space, pathways and other land encumbrances [ ] 10) Approximate plan and profiles of proposed sanitary and storm sewers with grades and pipe sizes indicated E 3 11) Ilan of the proposed water distribution system, showing 'pipe sizes and the location of valves and • fire hydrants. [ ] 12) Approximate centerline profiles showing the finished grade of all streets including street extensions for a reasonable distance beyond the limits of the proposed • subd'ivi.sion, [ li . 13) Scaled cross sections of proposed street right—of—way; [ ] • 14) The location of all areas subject to inundation or storm water overflow [ r 15) flow of all water ! ' • r r� direction of f'1 f iia) �.o..ata.on, width and r courses and drainage ways [ 16) The proposed lot configurations, approximate lot dimensions and lot numbers, Where lasts are to be used for purposes other than residential, it shall be • indicated upon such lots [ 17) The location of all trees with a diameter 6 inches or greater measured at '4 feet above ground level, and * the location of proposed tree plantings, if any [ 10) The existing uses of the property, including the location of all structures and the present t uses of r: l ll stru r �t ,seh o• the structures, and a statement of which structures f \ , are to remain after platting [ ] \ 1 0) Supplemental information including { a) Proposed deed restrictions (if any) [ ] b) Proof of property ownership E J ) • c),; AA proposed plan for provision of subdivision improvements [ 20) Hxisting natural features including rock out- croppings, wetlands and marsh areas [ 3 21) If any f the foregoing information cannot practicably be sown on the preliminary plat, it shall be P: incorporated into a narrative and submitted with the --ff ap�: yl.7,r~ati.Clny V) tether Information [ 3 (0r 8:bs2362P) ,. • ' , . , . . . „ , ., : • , n". 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S located on S.W. 72nd Drive in Ti- s '"rt;'has been designed for flexible to,, ',,; ,, "-�,., :.,,r; '::;,• Bard, approximately one-quarter mile layout and expansion, with {easeable • •, ; �°" . * '" . south of Highway 217. This central loca- areas available ranging from 5,000 s.f.to _. ,.;- '' .i ,�, y.. • .'• '-. r.. . ' tion offers the advantages of a 4-way in- 34,000 s.f. in each building. Entries are �, r r 'v K �µ,M •.;�., r,v: terchange with Highway 217 and Inter- located at all corners and one intermedi- ' .a -1F,i �`"'` ' • ,` state 5, with a connection to Interstate ate location to offer a distinct corporate 4 y u ,,i ntP _ . .�,S ;.4•�, f L r • • »:, 4 h� ��'� 111,` ,, •".. ~' 205 only three and one half miles away. identity for each tenant. Interior truck • 17 , ,."P!„ . ;�. r: ;�,' w :.=,= The close proximity of these three major loading is both dock-high and grade ' .. i t'` .w7 f, {,AM ,�°�'.''�• U',au 'F �'. .' �.,,�,!'^,' .?, Y freeways provides immediate access to level.The appearance of the buildings re- 4,...,-.0,, ,.,,,`•x i1i .,„0. •.,,,„„, , 4 y p pp 9 • `" 44 � q{, *''; ' the Portland metropolitan area and out flects a high-tech image achieved by the -. *�'-h,,' ,d. r,r,- -- ff 1,,,, ,��,���', �, .:-4,10'1,*, .t, �,;, . lying regions. combination of tilt-up concrete wall pan- , ,�� '� - i , ;i1,7,:* , �- els and sophisticated curtain wall detail- , r ,`"' 411P: , 1, 1"" t ,xN '�1 ing with building coloration. i SITE PLANNING-The site is designed CONSTRUCTION SPECS-- . I, • to allow screened truck loading and con- •Typical interior bay size20'x4Q'. ,,..4--. , vyeniernt automobile parking with a simple • Interior clear ceiling height:14 ft. V i 1,, ti� . � search pattern.Ample tenant parking has • Concrete tilt-up walls with extensive �', N been provided at the ratio of 3 cars per double-paned glass. , I 1,000 saf.of leased building space. •.1200 amp, 3 phase electrical service' 1 i The configuration of the architecture per. with individual'metering. , • Entire roof i�isuiated to R-11 ,t mits the specialization of warehouse or I ) office space to meet the needs of the in- 'Aluminum entrances/storefronts. Occupant loads: warehouse/storage `- dividual tenant A single user of both •, buildings has the option to convert the 125 psf;office 50 psf. ' interior truck loading area to a private : • 15 gauge overhead Doors with baked le enamel finish, atrium court for executive offices. An en- closed linkage can also be installed ' :w across the rear court entry LEASING AGENT... - �� O between . SEA# ,� offering more space � �� �0 buildings B and C off , and communication capability, COLDWCLL UA1 I1 etitia ;� o andsca°ed and� 26/o of the site is ally I � • 1 professionally maintained to a,acent the First interstate Towel' ,� .� entries and provide a pleasant enviran- ��,,�,� Suite 2600 I .. • ment for tenants, 1300 S,W.Fifth Avenue i Portland,Oregon 97201 ,, 1/4, Gregory Harold " . `(()\ Robert R.Niehaus t'\'''). (503):221-1900 , '71 (li,, „,,,,,, M1 1, ,. \i, ; . , r W. ,;, - A ' b , M • , ,. s ,.f.,r r�4F,,v1- • Typical interior bay size 20'x40' s 0 Ltf.�+J' "ha , / �w x,,.�� �'M•iyl,1 ' ~ •LDW '�BANK ii .• d;Ca;. ,„ ,rr w" :. • Interior clear ceiling height: ft, .• x '. • , ;,_ . . 'tit • Concrete tilt-up walls with extensive , • It_.r'., ,,�s t; ~., double-paned glass. First Interstate Tower _ m,: Suite 2600 • . . ::.. ,,�.,„,,, , ..0 ;. ...r °, • 1200 amp, 3 phase electrical service " ', fi�- "'`''•. with individual metering. 1.00 S.W.Fifth Avenue ,• • Entire roof insulated to R-11. Portland,Oregon 97201 • Tech Center Business Park, a develop- • Aluminum entrances/storefronts. Gregory J.Harold 4,a . ment of Western International Properties, • Occupant loads: warehouse/storage Robert R.Niehaus \ ,,,, provides for the tenant who needs flexi- 125 psf;office 50 psf. (503)221-1900 ble,light manufacturing warehousing with • 16 gauge overhead doors with baked \\. attractive office space. enamel finish, • . A., • CENTER B U S I N E S S • P A R K . :iii I :iiii,i,Qae: g: In limumr,..9:in. ii it, * ------111 vAilart.. 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