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SDR13-83 POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. [Page Too Large for OCR Processing] '' ^' Y S�:J; .L• "- c y..,,q.w.� .,1 r.i∎x f-!' ,.:,,�ii° ,y,',`u :c.. .‘ ci!r�.,t-Ae. 4 4 c u N W Te a s 1 OR 4 L1n h ,0 At011,. CJ ' ', f t,, S1f\ . , OPT ._ rr ,,,.' , r r i IC I r,•U { d,; j f! �l ,,e�., ,,�{;, a i n, ! •, ,G 9enbt rg R i ;; I 0 4a P. faLG i) t H '.tC ', g • ,32X'7° ][r1 `E 4titt a ]. ,;5$ w2) '4 ''',;',.;:41,.,4,),..,,,,44.4,.,.,,,,,,.....,,.., y. f t z Fi 4r ivae ° � 3q ', ,7 { , ' ��• rit 1 e , ,.� ,., . a w,aF ,.,�.N. 7t +,t...r......,ai�..nw,r•f..«,rr+,. ir� � II • 1 , 1 , i': r I . „i- ' , , , i , , • tr 4. a r • ■ • .. ;4 16) WASHING1 !� Y,ORWON NOTICE OF FINAL DECISION 1. The final decision was filed by SHIMXINK X Director of Planning & Development Concerning SDP. 13-83 on October 14, 1983 Case Number Date 2. Name of Owner: Roger Belanich r 3. Name of Applicants Oryar Litsjo Address 0110 SW Curry St. City Portland State Or 4. Location of Property Address 10765 SW Greenburg Road Legal Description (Wash. Co. Tax Map 151 35BC Tax Lot 200) • • 5. Nature of Application:To allow construction of two attached commercial buildings One of 7,360 sq. ft. for retail, space, and one of 450 sq. ft. for a training cente on -71.6 a c r`e`"run- 6. Action: Approval as requested XY Approval with conditions per staff report • r---1 Denial 7. Notice: *Notice was published in the newspaper & was mailed to: The applicant & owners '-'014ners of record within the required distance . ' rii-] The affected Neighborhood d Planning Organization rj Affected governmental agencies If there are questions regarding the names of the persons or agencies who ^,; ( .. received notice, this information is available at the Planning Department. , 8. Final Decision: Tho adopted findin g s decision,of fact an d � statement of condition can be obtained from the Planning Director, City of Tigard) C9 ty Hall, 12755 SW ' Ash, p:0. Box 23397, Tigard, Oregon 97223: case of a decision on an application for a variance, the applicant must acknowledge this form and return it to the City of Tigard, Planning Director, before any building permits will be issued or engineering appro ial'' given. Signature, of Applicant, or Applicant's Agent � p e / • 9. Appeal: An appeal has been filed has not been filed. Note: Any party to the, decision may appeal this decision in accordance with Section 18.84.250, which provides that a written appeal ',may be filed within fourteen days after notice is given and sent. Notice is given on October 14, 1983 therefore the deadl i ne for filing of an appeal is Oct. 28, 1983 10. Questions: If you have a.ny questions, please call the City of Tigard Planning Department, 639-4171 . / , , ,,i. r 1. 4A era 6.a�1�' .j • , / S r STAFF REPORT P OCTOBER 12, 1983'' FINAL ACTION TIGARD PLANNING DEPARTMENT AVENUE, TIGARD SW �' RE 12755 ASH A TIG OREGON A. T'INDING OFF FACT 1 General Information vg. CASE: Site Design Review SDR 13-83 NPO #2 REQUEST: For Site Design Review to allow, construction of two attached commercial buildings; one of 7,360 sq. ft. for retail space, and one of 450 sq. ft. for training center, on a 1.16 acre lot. COMPREHENSIVE PLAN DESIGNATION: General Commercial ZONING DESIGNATION: C-5 RECOMMENDATION: Based on information submitted by the applicant, staff's analysis of applicable planning policies, , Municipal Code provisions, field investigation and existing land uses, staff recommends that the Planning Director approve SDR 13-83 with conditions. APPLICANT: Orvar Litsjo OWNER: Roger M. Belanich 0110 SW' Curry St. 811 Skinner Building •I Portland, OR 97201, Seattle, WA 98101 LOCATION: 10765 SW Greenburg Rd. (Wash. Co. Tax Map 1S1 35BC,' Tax Lot 200) LOT AREA: 1.16 acres ' C NPO COMMENT: NPO #2 is inactive' MAILED: '7 notices w No written NOTICES MAI were mailed � ' � tten comment... '' . PUBLIC NOT" ' had been received at the writing of this report. 2. Background On January 19, 1983, the Planning Director approved SDR 2 5-83 to o allow , . construction of two 'commercial buildings. 3. Vicinity Information. r, The s ur roun d�ri g land n d uses are as follows: There are c CrIercxal retail buildings to the north, sou th and west. is a gas/service station to the east ti II it t( t ti 4. Site Information There is a retail outlet (7-11 Store) under construction on the site. B. APPLICABLE;PLANNING POLICIES 1. Comprehensive Plan Policies k 2.1.1 THE CITY SMALL MAINTAIN AN ONGOING CITIZEN INVOLVEMENT PROGRAM AND SHALL ASSURE THAT THE CITIZENS WILL BE PROVIDED AN OPPORTUNITY TO BE INVOLVED IN, ALL PHASES OF THE PLANNING PROCESS. All property owners within 100 feet of the site were notified by mail of this application. A notice published in the Tigard ma�.l' e was �zb1' o Times on September, 1, 1983. In addition, NPO #2 was notified of this application. 2.1.3 THE CITY SHALL ENSURE THAT INFORMATION ON LAND USE PLANNING ISSUES 1 1 ALL AVAILABLE IN AN UNDERSTANDABLE FORM FOR A],aL INTERESTED CITIZENS. � • All interested parties are given at a minimum 10 days to review 1 . the application and submit written comments to the planning department and are encouraged to do so. The planning staff was available to answer any specific questions persons may have had { ', regarding the application. 7 1.2 THE CITY S HAL L REQUIRE AS A PRE-CONDITION NDITION TO DEVELOPMENT APPROVAL ?I * THAT: ' r. a 0 DEVELOPMENT ME N7 COINCIDE C IDE WITH THE AVAILABILITY L ITY 0 F ADEQUATE ASE \ SERVICE COMPACITY INCLUDING: ' , 1, PUBLIC WATER; GI 2, PUBLIC SEWER (NEW DEVELOPMENT ON SEPTIC TANKS SHALL NOT BE ALLOWED WITHIN THE CITY); AND 3. STORM DRAINAGE. b. THE FACILITIES ARE L k CAPABLE OF ADEQUATELY LY SERVING ALL INTERVENING , PROPRTIES AND THE 'PROPOSED DEVELOPMENT.. AND 2. DESIGNED ICNED ,CO CITY STANDARDS. I c. ALL NEW DEVELOPMENT UTILITIES O T BE PLACED CE IJNDEhCROtINTL Public facilities are available �to the site. The applicant has x bitm ted a storm drainage plan. � In compliance to conditions 1 and 2 placed on SDR 25-82, the City Building Division n has k inspected the sewer and water lines, however, the City's Engineering Division does not have any recollection about approving r the street opening permit the sewer and grater � eithe� erm�t o�� th connection plans STAFF REPORT- SDR 13-83 * PACE 2 �, t • 7.6.1 THE CITY SHALL REQUIRE AS A PRE-CONDITION TO DEVELOPMENT THAT: a.,. THE DEVELOPMENT BE SERVED BY A WATER SYSTEM HAVING t ' QUATE !'/ WATER PRESSURE FOR FIRE PROTECTION PURPOSES; b. THE DEVELOPMENT SHALL 'NOT REDUCE THE WATER PRESSURE IN THE AREA BELOW A LEVEL ADEQUATE FOR FIRE PROTECTION PURPOSES; AND c. THE APPLICABLE FIRE DISTRICT REVIEW ALL APPLICATIONS. ." . • The Tualati n Rur al Fir e District Fire M arshal has reviewed N the app4cation. 7.4.4 THE CITY SHALL REQUIRE THAT ALL NEW DEVELOPMENT BE CONNECTED TOGA SANITARY SEWER SYSTEM. C. SITE PLAN/DESIGN I REVIEW The applicant is proposing to construct two attached commercial buildings; one of 7,360 sq. ft. for restaurant and retail space, and, one of 450 for a training center on 1.6 acres of land. The site plan meets all setback dimentional requirements the,�tback� and diment' ire tents � for �� buildi:ng set forth in P Tigard Municipal Code Chapter 18.36, • The parking requirement for this site is 45 spaces (Restaurant 1,800 100 = 18 spaces, Retail 5,560 400 = 14 spaces and training center 13 spaces). The site plan shows 63 spaces, After staff review of the site plan, staff recommends that 3 parking, spaces be eliminated and replaced by landscaped dividers to meet the landscaping requirement. I' y The applicant is proposing three access drives onto the site. One 30 ' foot access onto the Frontage Road requires a new curb ` cut. The existing access to the Mobil site on Greenberg is actually on Mr. Belanich"s property. Mr. Belanich intends to enter into an agreement to allow Mobil continued use of the, easement. The third access proposed is a 14.17 foot driveway onto Cascade Blvd. The applicant has submitted a IT landscaping and irrigation plan 'which conforms to the provisions set forth in Section18.59 of the Tigard Municipal Code with the exception of kNi landscaping in the parking area. 4t. D. S O ' x Ar� tZE►�O.I�th�VD T A I NS Staff recommends approval of SDR 13-83 with conditions as follows: Staff � w�.th iota 1. A City of Tigard `approved non-remonstrance agreement for creation of a storm drainage Local Improvement 'District (LID) on Cascade Blv be recorded . • d.� shall d 8Y Washington Couiclty anal. retuned ��'�to the, Planning Department prior to issuance of Building Permits. 1 • p S to?r REPORT SDt, 13-83 PAGE 3 . • „ . 2. A modified parking and landscape plan showing additional landscaping required by the elimination of 3 parking spaces (as suggested by staff) shall be submitted and approved by the Planning Department prior to issuance of Building Permits. 3. No changes or modifications shall be made to approved plans Without written consent of the appropriate City Department. 2-°A t/t9 PREPARED BY: S. Hamid Pashvaie PROVED B• : William A. Monahan Assistant Planner Director of Planning & Development (SHP:pm/0202P) • I i m,Ak F REPORT SDA 13-85 � PAGE �. t �. I 4 1 I 0 33 0 Kelly/Strazer cjatesz Geote c�i ni al Consultants onstlltant , s • October 3, 1983 Southland Corporation 1035 Andover Park West - P.O. Box 88027 Tukwila, WA 98188 . , I , GEOTECHNICAL INVESTIGATION STTGATION A ND RE PORT PROPOSED 7-ELEVEN STORE AND COMMERCIAL COMPLEX HIGHWAY 217 AT GREENBURG ROAD ', TI GARD, OREGON Gentlemen: 3'; We are pleased to report the results '�of our geotechni cal i nvesti gati on. All work was performed in accordance with our letter to you dated September 20, 1983, which° confirmed the. verbal authorization by Architect Orvar Li is jo to proceed with the outlined scope. The work was formal ly authorized by Mr, Bob Ringlan.d of Southland Corporation on September 22, 1983. • I � r F r BACKGROUND INFORMATION The site is located immediately south and west of the intersection of Green- �• burg Road and Highway 217 as Figure 1, Vicinity` The site is 'g and Hi hway 21 � shown, on� , n�ty Map. relatively leVel and gradually slopes from east to west with surface el eva� ti ons ranging from 167 to 163 feet, except for a four foot high area in the southeast corner property. grading hrgtopography performed since n and during our field investigation have altered the original from that shown on the plan base map, Figure 21 We understand that the proposed project will be constructed in two phases: Phase I will include the 7-Eleven store and adjacent parking/drive areas with the I th e g later Phase II to include a 7800 square foot commerci al building and parks log/drive areas. All grading w ork will � be done �n Phase I. �� We understand that structural loadings are light and the footings have been designed for 1500 p ounds per square�re foot . �. Present plans include placement of about 1 to 3 feet of fill db the site. FIELD INVESTIGATION Our scope of work included a series of five (5) test.pits, designated TP-1 through TP-5, and located approximately as shown on Figure 2. The test pits F .• t s were excavated With a tractor mounted backhoe under subcontract to Dan Q rest ," • ICI � � � �. I I I 8900 8 W Kelly Avenue Portland,Oregon 97201 ,, 503.222.2820 t 0-433.01 ' Southland Corporation / Oct. 3, 1983 Page2 of Portland. TP-1 through TP-5 were excavated to t 9 o d e p h s of o 7 to 10 feet. All test pits were about 8' x 3' i n plan view dimensions and were excavated to evaluate the surface f i l l , topsoil , and organic zone thicknesses. Representative samples of the various soil units were taken and placed in ir air-tight jars together with several thin-walled relatively undisturbed tube samples and bulk bag samples. Four (4) in-place California Bearing Ratio : (CBR) samples were taken at various locations (shown in Figure 2) for later testing in our laboratory. Relative strength measurements were made at fre- quent intervals in the test pits with a Pocket Penetrometer and/or Torvane shear device. Both manually operated devices are used to approximately deter- mine the in-situ relative strength of cohesive soils. An experienced engi - !' neering geologist from our firm classified the soil units, logged the test pits, obtai ne d t he required samples and generally directed the field o era- ` tions. P All field data is compiled on the Logs of Test Pits, Figures 2 through 7. u° These include descriptions of the various soil strata p a a sample type and location, in-situ strength data and natural moisture contents (as determined in our laboratory) of the various samples. Every effort was made to locate/the test pits within future landscaped areas. However, due to the site plan constraints this criterion was not possible to fully achieve. The test pits were backfilled with the excavated soils, how- ever, the backfill was not compacted to original density. We recommend that . those pits located within building or pavement areas be re-excavated and back- a filled with granular, compacted structural fill . A clean a" minus crushed ° roc k is recommended for the backfill . Subsurface Cohdi t1 T Conditions.�� , he exploratory test pits encountered four (4) dis- tinct � so�l groups within the depth limit of the investigation: a thi n surfi- ci al FILL layer, a surf i c i al organic topsoil , a medium stiff to stiff organic clayey silt layer, a stiff to very stiff clayey silt to silt layer, and a med.. i um dense silt to fine sandy silt a depth. Each unit is described below to- gether°with comments on groundwater. Man-Made Fill . Encountered only in TP- .,, and TP-2 in the northern quarter of the site was a stiff gray and brown; sgt clayey or fine sandy ORGANIC SILT with numerous»to 'abundant oo an scattered debris. Unit thickness varies from 0 to 1.5 feet thick as exposed in the test pits. `topsoil Zone. In all test pits except TP-1 and grading into the unit below the n topsoil nsits h anat cl clayey (.t o • t he north) or fin e sandy ORGANIC SILT wi th abundant, grading occasional roots with depth. Topsoil thicknesses range todcc I , from 0.5 .to 1,3 feet . • . . • ,w. .5 Southland Corporation .: Oct. 3, 1983 Page 3 Organic Clayey Silt. In the northern quarter of the project sie, in test pi tT P-1 and TP-2, and found underlying the ir , above units was medium stiff to stiff brown & gray clayey `i ! slightly or organic to organic c SILT with trace fine roots. The 9 9 unit varied from °'1.0 to 1.3 feet thick. Pocket penetrometer . readings 'ranged from 0.5 to 4.0 tsf, typically increasing with depth.. Torvane shear readings s for this cohesive soil ranged • �.. p g g from 0.5 to 0.7 tsf. Natural moisture contents were 19 to . 35 Stiff to very stiff clayey s i l t to s i l t. I n TP-1 through TP-3, the unit consists of medium stiff to very stiff gray ' brown to brown mottled rust clayey SILT grading to SILT with depth. Pocket penetrometer readings range from 0.75 to 4.0 A' , tsf. Torvane readings ranged from 0.6 to over 1.0 tsf. Unit r thickness ranged from 1.5 to 2.2 feet. Natural water con- .. tents were 32 to 35%. Medium dense silt to fine sandy silt. Encountered in all 1 test pits, the Toni t consi is of medium dense brown mottled . rust, SILT grading to fine sandy SILT. In test pits TP-4 and TP-5 the unit grades to loose some 5.5 feet below the ground surface likely due to the proximity to r groundwater. The unit ' H. was p enetrated some 2.5 to 4.5 feet in 'the excavations yet is ri n in the area, to � d based our o considered to eaten base on ou experience e ce ' he p some 30 to 60 feet below ground .'surface. Water contents range from 28 to 34, averaging 32%. Groundwater Conditions. Water seepage in the si dewall s of all test pits, except TP-4, was observed at depths typically ranging from 4.0 to 5,0 feet below the surface. We estimate that the observed free water exists as a locally perched condition. The general groundwater table is estimated to be ' about 10 feet below the ground surface. In the wet winter months We expect that the groundwater° table would rise to 'within several feet of the ground sur,face. � � � ' GEOLOGIC HISTORY Y Subsurface conditions at the site are typical of the Tualatin Valley Uplands r' consisting of 30 to 40 feet of Willamette Silt Formation on overlyi ng 200+ feet silts, and sands _ g the Troutdale Formation. of clays, s Cwi th � gravels)), of Bed- rock of ��the Columbia River Basalt Group underlies the Troutdale Formation. The basement bas s lt was deposited in numerous broad flow sheets about 35 mil- 1 lion years ago throughout the Pacific Northwest. The Tualatin Valley repre- sents a portion of the basalt that Was subsequently deformed into a broad 1, basin up to about 1 0 mi l l 7 on years a go. The overlying Troutdale F orm ati on was deposited in the basin the end of t he deformation period. . r A 1 ! ~ —Ir a.. . t..T—M t •-. r.•..f.• •-... r .'�: e r .rx r,r x,r ew .tu wnaa..r..I.nr. .-.w... r.. x.,..n n....1. ;y.1. Ir 0-433.01 r .- Southland Corporation Oct. 3, 1983 Page 4 . Ta� r o 1 e time peg • od up to about 30,000 years ago was likely ,r.. ,parked by man:), Per- iods of erosion and deposition e•caused by sea-level fluctuations, climatic I change and other factors during the Pleistocene (Ice Age). Between 30,000 and 15,000 rs during 7 years ago, g a drop i n��sea�� level ,, ��the Willamette amette �Silts were � �� deposited. Deposition was facilitated in later stages by a lake formed in E, the valley from widespread .glacial flood waters in the Columbia River system.f ri recent times, surfi ci al clays and silts were deposited in erosional drain- age channels (commonly behind beaver dams) throughout the Tualatin Valley: LABORATORY TESTING All jar samples were visually classified to refine, when necessary, the field soil classification. In addition, natural moisture contents were taken on all samples in accordance with ASIM D 2216. The moisture contents are expressed as a percent of free water 1 ost by evaporation compared to the dry weight of soi 1 . These are presented numerically on the Logs of Test , Pits All thin-walled steel tube samples were extruded, classified, tested for strength with a manually operated Torvane and/or Pocket Penetrometer device and tested for natural moisture and unit weight. Potential consolidation or strength test specimens were removed, as required, and undisturbed specimens (, were saved in waxed cons`:ni ners for additional testing should the need arise. California Bearing Ratio (CBR) testing was conducted in general accordance with ASTM D-4883 on 6-inch diameter mold specimens from the subgrade at loca- tions shown on Figure 2. Each sample was trimmed and the .in-place moisture content and density was determined. The trimmed :::chirrifeorirstwh:r:rtehs:nri:::tepcier- , without soaking for the CBR on one exposed side ohe mold ner surcharge d e ual to ( so i n iod q penetrated for CBR u on the remaining exposed 1 oa � 1.22 psf After a�k7 ng a water R val e u he re ai n�. , the samples were �� i.ed f C ng ��expo a side ' , • I at the same surcharge load and the final water convent measured. The results of the CBR tests on four (4) samples are summarized on Figures 8 and 9 as uncorrected plots of load versus penetration. CBR values were determined i , • from these plots after °correcting for surface disturbance and seating of the CBR piston. The figures also present sample description and other pertinent data. ENGINEERING it ' CONCLUSIONS AND RECOMMENDATIONS . for Site Pre p aration. At this writing, the foundations fo r the 7-Eleven store � are in place an .'u grading is proceeding. We recommend that all grass, root 4 mats loose surficial organs c soils and fills be stripped from beneath all building and pavement areas. The site should there be proof-rolled with a partially loaded dump truck to assist in detecting any soft spots. Should such soft areas exist,:, they should be removed to firm soils and replaced with structural fill , as, described in following paragraphs. p hs: p � p I i • • I I M1 • I , 0433.01 Southland Corporati on Oct. 3, 1983 P a ge' S e In addition, the exploratory test pits were loosely backfilled with the exca- vated soil . Where the test pits occur within building or pavement areas, the P ' oose soils should be removed and replaced with structural backf i l l . A clean II minus crushed rock is recommended for this work. It should be placed in 8-inch maximum lifts and compacted with manually guided mechanical compactors to grade. Compact to 95% ASTM D-698 to within 3 feet of subgrade and to 97% for the upper 3 feet. The stiff he 7 ff dark g, ay organic clayey silt found in TP-1�,and TP-2 was found to have significant strength in spite of its organic natilre. In our opinion, left t 't occurs pavement areas, how- ever,unit may be � in-place where � curs beneath pav ever we recommend that it be removed beneath any portion of the 7-Eleven building or the future commercial complex where it is soft or medium stiff. �. Stripping of the unit, as required, should extend at least 3 feet beyond the exterior footing line of the buildings. Replacement fill to be structural fill as described below. Structural Fill . Structural fill may consist of non-organic fine-grained silts or clayey silts or select, imported granular material as described be- low. silts exist 1 ow, silts is exist typically cal ly,far above the optimum moi s- ,� �f' ', The and clayey � . ture content for compaction and may require drying or the addition of water prior to compaction. It has been our experience with most building projects that use of silty soils requires large fill areas, involves substanti al de- � lays for proper moisture conditioning and a high level of field compaction/ I' . moisture control . Normally, such delays are not compatible with construction schedules, and the soils are 'virtually impossible to compact during Wet wea- 1 then construction without� i � special 1 i me' treatment methods. For the probable time constraints on this project, we recommend that you use crushed rock for structural fi l 1s beneath and 3 feet beyond building lines where timing is critical . You may consider using native silt soi 1 s for struc- tural fills i n building other areas" Where' , construction wi l 1 not be G adversely affected and the probable slower progress of these f i l l s s are genet ally compatible with site filling constraints. For this project, we recommend that structural granular fills consist of welds graded 1k-inch 'minus crushed rock containing less than 7% non-plastic rock fines (soil passing the No: 200 mesh screen by wet sieve analysis). The crushed material may be derived from gravel/cobble deposits or from bedrock at all mechanically fra prove ded th 1 parti c1 es have at least one niecharti�cal ctureo face on not less,than 60% (by weight) of the particles retained on the inch sieve, All particles of the f i l l should be sound, durable and unweathered such that it is capable . of f wi thstandi ng compaction, as specified, and construction traf fic Without further crushing, fracturing or otherwise alterin g the d ri - gi nal gradati on. 5 tra c t u r al fill s h oul d be spread in maximum 9-inch loo. s ae lifts. for p a L by heavy, self-propelled or tractor towed compactor s and maximum 6 f nch loose s e lifts for light, manually gui ded compactors, Each lift should be thoroughly compacted to the required cri teri on • f , with equipment suitable to the soil types • c 1` 4 • • • • ti • .. 0-433.01 s Southland Corporation 1 Oct, 3, 1983 Page 6 being compacted.acted. We recommend that the structural fill attain a minimum dry density of 95% based on ASTM D-698 (AASHTO T99), Standard Proctor for fine- . grained soils and 97% for granular soils. Prior to compacting each lift, the fill should be properly moisture conditioned by the addition of uniform appl i • :, cations of water or by drying, as required, to achieve a moisture content which is within +2% of the optimum moisture content as determined by ASTM D-698 (AASHTO TO). All .fill surfaces should 'be firm and yield only slightly •' beneath rubber tired construction equipment. Files which rut, pump, or weave should be considered to ''possess excess moisture and are not acceptable. These, should be removed and replaced with f i l l material of proper moisture content or dried to the proper moisture content as specified herein. Weather Constraints. We understand that an imported fine-grained soil is � contemplated for use. This will be a satisfactory borrow material as long as dry weather prevails and the material can be delivered to the site near the • optimum moisture content. This criterion may require selectivity .at the bor- row source and possibly blending of excessively dry or excessively wet soils. Only during dry, summer construction periods can the fine-grained soils be f properly moisture conditioned by drying and compacted to structural fill specifications. However, large site areas are required for such drying and these are normally not available for building projects 'of this scope. Thus, we generally recommend against use of native soils in building f i l l s of limit- ed size, independent of weather or seasonal conditions, in favor of clean, crushed ruck. • • Foundati ons o Because of the l i ght ;structural l oath ngs, rel ati vely compe � , tent soils on the site and the time constraints, no consolidation tests were Our experience ence with such soils, however, enables us to concur x ,. performed� with the use of an allowable soil bearing pressure of 1500 psf for all foot- 9 p p i ngs. We recommend that all footings be designed to bear at least 18 inches , ' below the lowest adjacent grade and have a minimum width of 16 inches for con-- i tinuous footings and 24 inches square for column footings. Total settlements I of, footings founded as recommended on the site prepared as recommended are estimated to be on the order of ' s� inch. Excavation, We recommend that all excavations for foundations and areas to receive structural fill E1,7' accomplished with a straight-edged bucket to pre- ;�. cl ude disturbance to bearing surfaces by bucket teeth, Following excavation,the bearing surfaces thoroughly cleaned of loosened . faces'� should be thorou hly cl � or disturbed &14,11'. soil , using hand methods, if necessary. The'.cleaned bearing surfaces should �.. eviewed, the Engineer to ensure that organic uncontrolled by � i o�c topsoil , unc bl or other r soi bs which r ��ia't orga le fill • '• If such uri f o o he 1 i ch may be unsuitable for support do not exist. suitable material is found, it should be removed and replaced with structural • Backfi l l . All building interior backfill , backfill around footings and i nd walls should be placed as structural c t fill , W hen backfi'l l i ng Walls, on iy light, ,hanual l y guided compactors should be used within 3 felt of the wall . Utility y trench backfill (beneath buildings or pavements) should uti • r Southland Corporation Li,,° Oct. 3, 1983 Pagel l i ze a clean 4 inch crushed rock and be compacted i,n lifts. Compact to 95% ASTM D-698 to within '3 feet of subgrade and to 97% for the upper 3 feet. Backfi l l requirements on the exterior of the building should consider the use of the backfilled areas. If structures, walks, pavements, etc. will be locat- ed over the backfill , granular structural fill is recommended. If only lands scaping will be located over the backfill we suggest a minimal compactive effort. Floor Slab_Sl ab Sup port. For commerciao l , office and light warehouse floor loads , of less than about 100 psf, s la b on g rade floor sy stems may be founded over a 6-inch zone of compacted crushed rock placed to structural fill specifica- ti ons.` . This assumes that the upper 9 inches of subgrade is compactible and r� is firm and stable. Floor loads over 100 psf or heavy wheel load applica- tions lift truck) shout � (large d utilize a 12-inch zone of compacted crushed � . rock with similar subgrade, requirements. If it is necessary to construct floor slabs during wet weather, when moisture control and compaction of the subgrade is not possible, approximately 6 inch- , es of� crushed rock will be required in addition to the thicknesses noted n above. Crushed rock maternal should be similar to the 1� -0 recommended for pavement base course. �..,. Retaining Walls. For free-standing walls, designed to deflect at the top, , we recommen that lateral equivalent fluid pressures of 35 pounds per cubic • foot C pcf) `be used for design. For basement walls, restrained from top de- fl ecti on,' an equivalent fluid pressure of 55 pcf is recommended. Both recom- mendations assume that the' backfill behind the walls will be fully drained, st typically granular and n o other surcharge effects cs exist.s� �� cohesive e soils wi l l be used for backfi l l hydrostatic pressures will be accommodated, and/or ' surcharge effects from surface loads exist, the l ateral pressures will be y significantly higher. Please advise this office of differing design assump- tions for a revision of the above recommendations. t vapor Barrier. The subject site possesses, in our opinion; the factors responsible for slab moisture problems, namely high capillary potential of the silts and a high perched or general groundwater; table. 'The large amount ` ' of granular fill to be placed within the 7-Eleven store foundations would pro- vide an ample capillary break and a nd no vapor barrier+ . protection rotec ti on apparently p i s appa rr e n t l y needed. However,weve r, the c o. nerc7 al complex building w�11 rest on compacted silts (by present p l ans) and should be provided with a slab vap or barrier if - moisture-sensitive floor coverings C ce ted f l oor i l e, carpets, etc.) wi l l be ove r the sl abs; The vapor barrier should be a product of recog= : nizdl oh g-term stabi l i ty when buried in a damp soil environment and shoul d �A be located near the base of the slab, uJ' / Please note tha t there i s considerable l o al o f n piny �n• a y �n the use Of vapor barriers, b) providing ae c o facilitate finishing and preventing cracking, ndb) i methods to protect membrane punctures during es duri ng constructio hb It has been demonstrated recently poor vertical l A. O L- y. • . 0-433.01 Southland Corporation .-- Oct. 3, 1983 Page , drainage of excess slab concrete water directly above a membrane produces cracking i in the `finished slab,ab,' the apparent reason being the forced upward drainage of the excess water. Placing a 2-inch sand bed over the membrane ? � and below the slab tends to solve the concrete drainage problem and protects the membrane during construction but could entrap the water for long periods i °. , and may cause; the same moisture problems as the vapor barrier was intended to correct. Some architects place the 2-inch sand zone below the vapor barrier to protect it from the base rock below. , We recommend that your experience be used as a guide in determining whether a sand required and hr „ t sand zone should located san zone is equ e a where Vie zo a shout be 1oca e elative to the vapor barrier. IDrainage. We recommend that a continuous footing drain be placed around' the perimeter of both buildings and behind any retaining walls for positive ,'', subsurface drainage. The detail shown on Figure 10 is recommended. Connect . I ` drains to the nearest storm system or surface ditch, if available. , ' Pavements. The results of CBR tests on the native soils indicate minimum soaked CBR values of 2.5 for the stiff organic clayey silt and 4.1 for the i. inorganic silts. The current Asphalt Institute design method f r flexible le pavements yields a minimum 'pavement section l for an assumed traffic volume of • 6 delivery van vehicles per day. We recommend that the minimum section con 1 si st oft ' 2.5 inches Asphaltic Concrete 6 inches Base Rock Over well-compacted, firm subgrade • Please note that this design requires a firm, stable compacted subgrade. If weather conditions p r ec l ud a compaction of t he subgrade or maintenance o f a , stable subgrade, it may be necessary to significantly increase the base ' course thickness. Our experience indicates that wet weather construction over saturates silt subgrades normally requires from 16 to 18 inches crushed rock to support 'con- struction traffic with ou t disturbance to the subgrades. These minimum thick- r nesses shouid be provided to temporary haul roads which traverse building and pavement subgrades, Disturbance of such subgrades must be 'prevented, .. . �The base course rock in the P a vement sec tion sho ul d co nfo rm wit h Oregon State t e t ' Hi ghway Di visi On Standards Highway Co nstruction (OSHD), Secti on 703.07, Ii i -O. The upper 1.5 to 2 inches of base course may be a levelling course ( of OSHD Section 703:07, 4"-O. All base course materials should be compacted to 97% ASTM D-698. r Qual ii ty Control Duri n Constructi one„ Because of the moisture sensitive nature of the site e soils s ancp�roposed borrow soils and their intended USe in structural fills- it is essential that full i ti me q Ual i ty control be provided ® I during earthwork rk operat7ons. ,such ,work should include observations of sub- , 4,, I I r , . ., , • J, i • ,./ • 0-433.01 Southland Corporation Oct. 3, 1983 Page 9 Quality Control Duri ng Constructi on. Because of the moisture sensitive nature of the site soils and proposed borrow soils and their intended use in ';' structural fills, it is essential that full time quality control be provided during earthwork operations. Such work should include observations of subgrade preparation, compaction/moisture control of structural fills/ backfi l I s and preparation of foundation bearing surfaces. M I I I I � I I • , GENERAL NOTES This report was prepared solely for the Owner and Architect for the design of the project. We encourage its review by bidders and/or the Contractor as it • I relates to factual data only (logs test pits and laboratory data). The opinions and recommendations contained within the report are not intended to be nor should they be construed to represent a warranty of subsurface conditions bot are forwarded to assist in the planning and design process. If, during construction, unexpected subsurface conditions are encountered within excavations, We should ae notified at once so that we may review such conditions and revise our re%ommendations, if necessary. We request that we be retained to review the applicable portions of the plans and specifications for the project prior to bidding for conformance to our recommendations. We would be pleased to provide additional input, as necessary, during the d si gros r and to provide on-site observations during construction. Please pe f efree to contact us for this work as well as for any questions you might have regarding this report. Very truly yours, KELLY/STRAZER ASSOCIATES, NC. fri,Ar Ro b e r t J. 5 t raze r, P.E. 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Litsjo, Architect LEGEND EXPLORATORY TEST PIT made by E� y c I r /ST .AVER Associates, Ihc. ° on September 20, 1983 C8R Sample Location and Number j ■ t • 7. 11 STORE/COMMERCIAL CENTER TEST PIT LOCATION PLAN � I'CURE Krell ►/Sti iter Atsoc.i cill iY O r y denburg Road @ Highway � 3 c n+ Ac«, . s 1 II Tigard, Oregon October, . , 3 • I ,1 • 1 .A • P w . - -±-±1.- w ! t i . .. j , ,1 . , j ��. p .{ ,;NJ Y ,. d f , iy :' i _ 1r.w i 1 U t wA ro) to SO�fa e ,Elevation .} 1164 O i t�. — 4 .H I• i-h- F �L -j- S -lff,1a.gr{a•yl &M brown�,r;mo-tl ed., sl�ifgh ly { ��1. r ' s , �, • w.E c .a e- , ,Thine.•sar d `0 Gt IC"iSII: T .,dap ' f i r � .�. {{ Y�t� } ..-:i 1 ' a ` n°d tit- me?cus 'rodt,s' - ciH " ia.� . �• . :.II 'i., �. �(�3, x.. ' I�2 0 ''/'" . (TOPS iL »& ossib e �FIL !trii•�tt .re). ., , . : } .-..;., r.., f.,: I '1 ., ; ‘.� F, '',+ { a . , d w«+w�•.•.,.w.vr,.,i•..w...•..r.►+...., „ rl.•+w.• ; • , X .. 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T , , u X.n.., 1 I �,..� �. • . . �{ 9 + / -3 Y y LL -a.•1 _ f .. . y�, r • { � , +«»y.• rr- i{ w, w wi« q r w ` u . i . , ,4 r. 4.. . 1 .j 4 . . ,i,.,k ,, ),.. f , •— ; yy �. { i I ,. ..MGM+•z....�+p. 3.wrl.a swxmM.AH+�= V4HU * 'ry. .MWSwu1w4M,H!•Wtf rsa�+rw.. t, ,.,4.v.w. w_ .M.w.•• tk'�+•Io-rweM4M"w+,•Jw....+,.4...., .••..yWWW±n. _Mn,.Y:+1+'WN i \ . JY - y[Mi W a 1' itr d 1 aEQ , I t E yy LEGEND. S- C LOCATION NUMBER , r l �� RAg�. AMPLE 1�,OCA . S TIO N Ma • � � fiS- SHELDY' TUBE SAMPLE LOCATION AND NUMBER I . ( ) WATER CONTEN T IN 6 P OCKETNTROMTE� READING IN SF • [ - ' FIELD DENSITY TEST IN• IC POCKET TORVANE SHEAR READING IN KC/S� QOM . r 1 • 711 S.T O��E/CO�IM�ERCIAL� CENTE�� ' z..r ��►c�aie�� TEST PIT "�"�'� FIGURE LOG: a� TEST .�, r,. ott:hnicAl c ltArit Green bu rg Read @ i ghway 21 ' �i+� _,_ :. Tigard; Or ,egon October,. 198,3 Q'"�"t33h Oda , . . ' .. rJ • 1 i • ),` , •1 q • j(1 (s 'y I� W 4'I I \, L • fl' a.4 , �. J I � I. � ± '� �', 4 r , . 1 , ' 1 -.,�y. ,...,,_"1 iw.4.7 i i i "' . D .., ,f. H., , , j„ 9 ?,♦, i .,..,..Y 1 I '• Aro �'ra� e, �,rfae IE�1eaipn ! �.,, ., . :1;:f.:61,71,6. ..,. 1 ..,. t; . 1 --.. ' 0tlse' ,Ibrown '.Pine` santd, ,ORGAN C , . _ , , .r --F''* , ' . ► �,' ' #- . • t }I •ILT; a ,� ume:rou.� :abG da`nt� oo •s'; ..r_I �, ��.7 .,,, ps , r r-a G E.�w aQd, & rock ,a^�a.gbie�n s_M(� L1�) .s I " •3-4.0 l�. • e y� i f,�., browfl & tgraY It�ot�` e ,H s gf�1,t" ,,,,,4'4, t , (1 ; ? . c 1 ay�y� -- � .e sa.n.dy,»w 1 h y oa^_gan c . . • • 34 �. IL'T, d.. p,� nume bus g ;scatter 2.3 "�, x` ,..!_ r ) , " , 2d �:.1 op s tto '� • ;d,i a. ,, • ! - I . q • i ,� , f • t ?r • a i . ' . • i . ' • . J.., , , , ; , 1 , , , , ,, . .. jr ' i ''--""4"'""". I r....+...�4w.a.-',......4.•+kuW e.+. 44++rwM.4,1+4H..v..s...4-m.14.+. . 4ita,.., {,..w .y..,a., i , 4 Vjp) e•w.n.,..• ^.r'x+•..w%....•i- '�1 ! ewf. 1'1. -1 ! r.'.'App_nox.i.. te $1.11'face,,Elie,ati on i 1;,64 4 '.:ty 1 x-i,-; ';'.;.tT .{ . �:...lt_ Dark brown', -fine*-sandy -ORGAN�I SILT damp r+ ,r', , " " b . .i. .., `"tr:�ac'e clay, `numer5us !'rats..(�.. PSOIL ZONE")... E �S;~�f 3. � .�, ! 1 -~•g��.lNxo1.6A 1 • •Vdwr�wy.Y Nt.W.r.•' j ".••..en..M1.+Y•..rh..�r• • Ved st7 ff,"I gray-'brown' ,motel e :rust , ��.. .t. „ . p ,_2 24), htl ` .c`l ,S LT,' �d ��h ac Trbotl ets �: X 1 -+ �2.5-3. i �_�� Y y Y p, � Y25 S_;7. . Ve t brown..,. rottlied r':u • ' ;clayey.f , 'f , • .. SILTanip. it ....h--- ,4, n.—.. . -- ' ' I1 , F X4.'5 ! . ,: . i , , . , . ' : 1 , .,.,4 , 4 -- - - –~g rata Tana 1 -•S 0 1 '.. .Me.d7�u 1"...d en :.'., .'bro n.;molt led r, .S.t.,.�. ' be,I I ' . .`;.. «�w ., 1 . '1 jand. SILT,;' mp, 'tO4wet� ,,,,, , �. _.,,�I�, , (1321 j, . .......�. ,4. 1 � a a } . • k ';�.. . i '!. ! ' . - ;� ,-� .�. r. �. -.: „..��,. _., ,� +" ; ,� f' ,', i 13 4,0 w %.�'. • ... .�� . .{ ; . .. ,' ? �;�.•. . ..�._ I ,a..I,.t3 ) ,„ • c� 6 �«. _} t r f ( 1 t.... . ., ..• . ' :',., , .,, , ' �� r �. S .•,....4 ' 4 ,... f p�.t-$a j •. ' _.r. +' , Cotto '. T st !P. t x corn '1dted x/2.0/ ,-......1v 4 1 �, ; ..! .t '4. 5.. �b �Wate See �� e �O .eruecyr�om�� to' .�f f..e �i.. �. �,.,.. ' 1 igh Wate Seep 'g b.er^v;e'• below 4,t0- jf��t�.;., . .;. .,..�.N� ...�_-, :. .. 1 , P f R ' i ;-.. i i r k-w k . 7-4-4- . ,, " S 4 i I` h i . ♦ . .. .Y. ..., 4 4, q f 4.,.,, F- .4 . w.f . • j (f.' 44' ., , . 1 Y+ 3 • { ECENa 5- GRAB ON AND NUMBER RAC SApLEL•�CATI 5 SHELBY TUBE SAMPLE LCCATICN AND NUMBER � � WATER I TENT IN PERCENT roc �r RENETRQMCT R READ NC IN TSB E ENSI7, CE' T • EST I ' X ' POCKET 'TORVANE SHEAR READING IN KG/Sa1CM, 7`-11 STORE COMMERCIAL CENTER LQC O TEST' PIT IP F �, KeIly/str ier,�,gs iti . s TORE,/ I it • ttecrr►kIcarisut hisi �r0�^ a bed' 1ggS 0-.433,"01 '' a. P �� Ore I @ Highway 21 Tig , Do ' Oot'b • f r . t I i , �a 1 ,. Y ' A j 1 j Ydy • dam'" �/ - t ........ 1, . .. r .._ • , ,+ -0. { .s ' L .-r a w , j1: j r p �'iH ' Appr.o, 4tfe ufa a E e ann - 164 4t� •. ••i _ � , ;,. io e t o-;at,..o er� 'a; =�b own �.t.t1 ed �.fi„ �� }. „r.�,• . �,•' a. t Y , , .,au, r ' s' nd O GANG SIL darn' , nuin roust o..�, . PQ+'S .. s c--ca s -ona- -oot-s -,o---e 3-a-..- 1-AP_S4� , , • ' • Medi u Jena. , 'gr°a,�-brow , "mot led r st-t : i-� (1' , .;,�, .x_e,. A ' •3.6= . ' I fine sandy .ILT; amp,: soatte, ed roots.,�, , .1.. .1E t°r 1 , ..,f �...„ .. - 4.5 Ga -to �-' di a.. , race Cr-ITT-7._.._- . . ;•f,. ..�� .— I ;��,, .�, 1: ... ..�. t.. gr •dati�ona°1 1 .k ;.. 3 :6t a i..f .., •r ,.-.4,--i•--, -- 3-4.5 F-- 4. _Med-t -dons t-�-r.``-rig-1-c .e-s b- {, -.,....,, P • [ �. • .' . bravWn moiti kd.rus s IL •to 's• i ght1 ,. :. . ,w.. w , .,, I , , fine ancly SILT;� amp,; er y m� tt` ei •; � 1r,r. ...�;;. 5-� � .}„ .� �,. .i (� .� 1 . . .w< ' 2.3.0 . =. ;. �.rw, . .,. { ; , .., �, I. Y 1. .. , _ ; r,.� . , , i 1•i i .l..,t. ••• 9 it ! ° ------• a.m. i•ti otfo o �fi t.: IF''�7 � ;Gobi. Oted g/2QJ:3 I` ,.: ,.` ' �� :: ,::, :� t•• 1` i , « i •• ;n P r i; ��a.�i�a ...z�on 1 I •� � ��3 - No Fr a Wat r,..Observed n .,Yes -Pit, U ,. ,ng� �x�c. �� `� � ,•• 7 bark o " i.rar,ge. a i ree 4 feed .to.ono, trr�ea.ls,,. ., .1_,_..„..4_,......_,..„.1._1 �, r „ ,d. . r , 1 { I � ,: . �... W f,_ .. • '1'1 t ',—""t. . i.t,, 1w, �, «,.i..ua�...,.....��w ....r«...+.+.n...,wX+.w..r..-,.+...n'r..w�,.«.,.,.y....u,r�. , ...�.n,•...-.+«,,,.,.....yw.�Y f.t•r.,{ ..;,.wMrw+.u.:„,✓4 •i ,y.,n,.�.w+M,w,.�,,,,,� t ' y` l k • 111 t. I I I '.y...�.... .'L .t... { • 1 ! t 1. q,,, � x LEGEND S,-, G PLC , i ,. 1 . ' '• „•, ! : H' N. SAM LOCATION AND NUMBER I ES, SHELBY TUBE SAMPLE LOCATION AND NUMBER . . ( ) WATER CONTENT IN PERCENT �► 'POCKET P READING IN P. ENETROMETER TSF • ' FIELD DENSITY TEST IN PCB POCKET TURVANE SHEAR READING IN KB/$ POCK l,CW. , { 1-41 STORE/COMMERCIAL CE LATER EaGTEST• PIT TP I CUE • ily//true' s i tesr G�o rlbu : Ro d @ N gh a l Tigard, Oregorl October, DDB� � �D U ,s ,I ,{ 'b ,» r n ` , F 1, ' • •Y a ... 1 • I •• _A } r�,..Y�vsl -e�..=H �� _� _��.w� 'ra-rµ,r.,>.�,.r.+e,� �-. a♦u.—J,.. .JI ' ' wM«♦wNr^ � i.., , I . . « . IIIiIiIi:;;t-�w _.w h , � ,•: . , Ao pr:.;o rna.te: :$urfa, e..tEle;.at ion y - .1:6fi4. '7 ft."„µ .« .� �,, • 0 LBr'own,-1afi1n�e,., .,n'd, 1O�GA,.I.a•-151 •T;a-da p, '_., .f.. �� ,-.l ,� - _ .A. .'b Jr d n't `rosin.,.F,PSGI .�'.:i.. M.i Ob�5; . ,awl.�". �: .: • •.. . -Me'dii,tt n d'ensse f Ve'r• sti. , �1 -11- ,,...,,,y.,,y �. y r.. . *, ''r. .• r .r r ,.�t •;..�.„�,� .1.12•„•,�� t♦,.�...,�:,.,.�«. ,�,,.. .�.,.r.,.�� .1.f� ,.� e -` , . = grad-?ig 'broNn •,rriot -led-r st,, [•1 i-ci,IPp,1. .. -, , .1.� V i a 3-4 0 `� . • scattered 'roots' .7. 1,.dppe ,.6 :race, Go,ts. i :�:i f° 1 2 �.— -el'ovv��tra�ce •�,'c-I a,,��-t--r- - ' .; : t ' '” -3.a t l e ' , ✓✓ ]. 5-2.Mediiui�.dens .brn 1n,mo tled st, . IL1 _._., J _ , ' . �1�gd, gto �ne s�n mpa tt �� ,W' 5 °fe , � , t 1 . , . , „ . ,: ., . } 1 ,.(1„.sy� •.}. !._. k� 1 •• ,.,. }�.. ,W, „.., .,ri.,.: �,i,” ......i.F.1.....,x.._ 1 , 4 w --- I I 1' ^ 1 , !. 1111111 h I a.R,, 'P„#. I » , O . �.r_ � .r. ti , .�� , f It( � . .� t F � �. w� r .4 r ., _. , w ,. , �.,a . . . a I. 4 grail in,g 1 •ose b ow 5 ife • ¢ :H.,,,,::'.. I...i+ . 1 ,.} �, -•k Y( _i -,i 1 I i 1-i , , ltiwlvn «y# >.+ �,• {'� _ _•4 «_ } F f _ 4I 1 I 1 t r J 1 t' I�, _. .. ... .,-_.-7.--,- . .. ,q„' }..l,. , ,yl �.-f:..:,'., .:i t..�, f , • 7-+----- .p«..;n<..,,•.ti—.. »."«.,,..W,.tea `a•.....,,« .. . _w,.... .. 1 .. ....»: ` w w�,•a �. ,T•s Pii ; ,tom�. et , A °~nr t � ..w... `� , ' ' 81 fight Date i'See• d e IOb.erved„ below S fek i , { I Y i LEGEND ' . „ N 5- GRAB SAMPLE LOCATION AND NUMBER S � � � � ��- SHELBY TUBE SAMPLE LOCATION AND N�iM�ER� • ( ' ) WATER CONTENT IN PERCENT I ' 1 POCKET PENETROMETER R. • �► POCKET READING IN TSF V FIELD DENSITY TEST IN PCE �, f, X POCKET TORVANE SHEAR READING IN KG/SQ CM. 1 , . 7 II S�rOR C. . _ �� LOG �� TEST�'PIT , � ° � FIGURE iI t/Sittatet,AS CiatitSt., E/`GOMM RC AL 'CENTER � C ncl Lrs htS Ge �bg Rb d 1 • gh y 217 jtober , g ; g 4 1983 QL 1J ♦ •, 1 ^ I F • a • V 0 t a ( {{ • w Ili w .... a-.- `a .,., •...n,f, - . «,r.. .A ., � • « . ---......,=.-,t 4'. i w,..::!.":}}.-:a:.'•"..o•:,L•,L-.-0 tI'�,♦A,1 N:y:w."•...:,J1 �j}V,.:'.r"..,-''•.n.m..•...1 t.«-.. r •,♦T,.•,i 11a x,•....�.,T,ir:.-.,Ti_:r I.:1 i°•.w,. ••^ :...Y a'k t}•" -t«� .•I 'i.t•,,^ll/...♦n.a 4�M•w.e.....,..''•,it f t.J 1. ._.i::�«•':Y,t..-Y 1 a"y i'41'+';'a.i1.4}.T,•:.t• .a...:,1 " .w,Mi..'-»,'4r.• .,•+ .' � � w • ' • • y T t , , 4. .; , ;t is 1 ,::-',1*;.' .w.J 1,. : tr I i.w ' « { a,�a w w'+*• • ' 1 .. / w., }.r a ••;:+. : 1 14 x.1•.4 V Nr i t ::,:...:4 i : • .N.:4..,4 ,,. u. 4.,...„a,.4 A t T •.4 N,. 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I l.r.,{. •4.,,w,I,.a}.., �,�, 1{.,{.,H 4..1.x.....HL,•1• �"!. .,"...,.......r Y ... «.•�r.1 r a•{•x —..." Y .1♦. »•. .+w 1 'N' A♦ .4.t...4♦1,1 M'•�.�,.�„..,�.y..IJ..I 0.1 0.2 0.3 0.4 . PENETRATION " IN INCHES • 4. f CBR IN PERCENT ' WATER CONTENT 0♦1"' �„ 'LE DRY DENSI{r CLASSIFICATION IN PERCENT PENETRATION PENT ERATION IN NATURAL FINAL 0 " . #1 Stiff; dark gray; organic �clayey SILT; 85:8 3g;J2 ' 26.9 2.9 4.0 2,5 3.4 numerous rootlets #2 Medium stiff; gray-brown, mottled rust, 99.1 23.0 196 9' 4.1 3.7 4.5 3.5 , 9 y SILT; trace-slightly clayey, #3 Stiff, gray-brown; mottled rust; SILT;, , ' 97,3 25.6 25.2 4.6 4,9 4.G 4:0 slightly blocky, abundant rootilets o CNSOAKDIsO�K3URG1-A R G8 LOAD 20 `l.bsl �n 1< ll /5trt zer ssoC ►tesi 7 11 STORE/COMRII C ��, r�VY�R 08� STRESS-PENETRATION CURVES G citE.thrIkAl Cof suifxtift r i h Wa 2 17 GeenSu� Road C� N 9 y (UNOISTURBEC SAMPL8S) 8 Tigard, Oregon October 19 0t 433',01 11 Y .. .. .., , a , ' • . • } 80 „ . 1 . t : , _�� .. y. ',1 . 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Jy . .« • ,`j. �!., •t�1 +_•,r.'' a c r 1` 4• ( • 4•`. ..,. , 1. ...1a.»..:4 1'k a 1 .�..,«_1 F.,,•{t7w:1:::::74. .,.,'.«.}�•.• f., x•+ • . !' • » .'....-j--mo ^ • 1W...•.•i.. Y1 '"'"• •• i r A. I N I. i::'..1.,.:—,—; t r▪t ..(t ; �.. 4?++,# r 7,1,;-- ':1 i.1 «,,i •,.,,g{ ,, r I ,. 4 ..., t ,., ,a .V.. ,l,„-4,,.t•.h,...:4........,....,,.'•.' r 4^r r t ...i.,..:.:.t r'r, j f .A.' , .. ".4 r..1 r, I Is ,1 • ,.: _IL: :. .7.,1.,m. 1 i ww i....._ ' .t i.. » - 1 i»l• V. aa,,. -• F.,ti.-•. -w...y.. .,M iLLi� .... w .,4.J..f •,( /4 '. l•�4••.t •••.-" .. M; .. '":21••••dw•. —.1 I . ,w 1 t_ 4 + r ; • r�s . 1 H1. • v �'a a • . -. • Q l V4.l'.1./.I'dier . --- o�' a v • o ° a CcAVA lal� ) )F„IL.t.Q 04:.6.0-ri. lc,• ■ a,0 • • 124 7 r f� • 1 ,• � IBC, keoQ v : 2,14 Li e S++®wa.9 R "rb -/rg,•c5 P Notes: , � 1 . Filter fabric to be ri bretex 150 or equal • 2. 1;rain gravel to be clean washed, uniform Sized rock. Size of ,gravel to be slightly larger than /;aerfarations in pipe. 3. Provide a minimum min em u m 1 2" wide chimney drain of .clean; washed sand adjacent to retaining `calls; connect to drainage zone arou nd perforat ed pipe. • 4. Beneath pavements, walks, etc. , compact pact backfill per, report. In landscaped areas, tamp backfill to prevent large scale settlement. 5 ADS brainguard pipe with a clean, washed sand backfill may be substituted for ' perforated pipe-filter fabric & drain gravel . I 1 � h F-AJNOATION DRAIN DETAIL FIGURE K.elly/SttazerAssotiatesk 7-11 STORLJCo MF RCIA1, CENTER Geateclinkukonskitants GreenbUrg Road @ Highway 217 0 Tigard, Oregon October� 1 X83 0-438,01 • �f' , •..•vet .•.�,,.,..,....'_•.,.....'e.� ,.. ..,...,,�.., , p` I,.,.a. •,.i .. ,,,•.,,..�" ....-,•... � `;�. .� .. ...,N..,•. r ...,., .•.. � ,, r,,.• .a.. I_non ew.. .s.r... " r] ..,y. � n9; IV , ;.t„N�ui.:.1r.,, ,...� i• ... ! P 11 Jr r d • , I • S • • ,_ .. TIMES PUBLISHING OMPANY Lest 7--6199 P,O,BOX 370 PHONE,(6:, 34-0360 Notice BEAVERTON,OREGON.97071,5' ;� Legal Notice A►dvertl ping �;A .,9 ' , • • Cat of E Tigard s Tea�rsheet Notice Y '5 P.O.• Box 23397 e f Tigard,. Ore 97 97223 • ID Ctrplicate Affidavit ' g 972 3 , . • , j AFFIDAVIT t� PUBLICATION i 4' r° :�''r`Y,,t`ri�; ° l''� �,,• ,.` uµ ,�' �s •i, R� r STATE OF OREGON, �, =r�,5 M• ,�x, >t �,3� I, COUNTY OF WASHINGTON ss. ,,, Susan Pinkley « r ka' ', �; ' ",,,f �I. being first duly sworn, depose and say that I am the Advertising `T ;►'' I Dir ,f t his principal c k f the _a" T , r II ,' • , " ec or or is ler of .rd mes � ,�- � �y T a newspaper of genera' circulation as defined in ORS 1913.010, +max i` � ` r��'a _ 1 and 193.020; published atw' a.��. .in the l; .' > � f ";�',,.'r� rs�3aw. ,�"• 4, • • aforesaid county and state'; that the ,,,, ,, o? , 7; rT Si rP Design R.PV'�PG7 ".,1� r '"" �i-=r' '`�,• a printed copy of which is hereto annexed, was published in the ' �' �. �_� " . , . P a C,,O.• •,1 entire issue of said newspaper for .l_ successive and x ��^ ,g �»PE, it i, '4',.-43,7',,,:i..-'1',...-M r rr I' Y,' consecutive in the following issues � I •. '1t ', z i sj, I 1 • Sep t 1.. 1983 � m�', �� '� ,'�P l• trkr)444,..I�.. w t.� �, F II v �J.r,+M n tr•"Irrk�''A'y,�",�uJG 1 ,"alA x��'a tkii,._' '" ��G;.4 ^ ` 1 Yfi 7 ! j f" 4 ,nPI � � . � � {l �st+ � 1 I f« r, P ri y , 5 s i k �.�t � , ,, 11 1 cF i + o � , )/K , ,,..1 �/� c. v-J I ~ t x � !V v. / 4. rnr, l j ,1 ,„„,,-.... - %,,,,q,, ,,,, !,g L J ' t• H+µ i 1 V y.I,t q r r nw ;d �� b, *uTu oribed ardls '•r le before me this 'APPr ,,,,-,,,„,,,,,,,,..,„:,0,,,,. r), w ,,,e',(A y r' .I ii, I :4,1,1.; 'ra'}, gk ,p �,�� ' y r�try ", AI ti — ri ii` d fl t, R {'tr., ,„ ,7rd rotary Public for Oregon G�9 ti,:, ; ,� ,�,�,on, , My Commission Explire - 3/16/87 � � ',x " ' � �� 'wI ,. del"FID�►'�I`� 1 . • r . • Place under City of Tigard Logo • SITE DESIGN REVIEW SDR 13-83 ORVAR LITSJO NPO # 2 A request by Orvar Litsjo for a Site Design Review to construct two attached commercial buildings, one of 5,560 sq. ft. for retail space, and one of 450 sq. ft. for a training center, on a 1.6 acre lot. The property is designated General Commercial and is zoned C-5, located at Greenburg Road and Shady Lane, adjacent to Highway 217. (Wash Co. Tax Map 1S1 35BC, tax lot 200). Written comments are encouraged, please submit ` any correspondence in advance of September 23, 1983, to the Director of Planning and Development -- Tigard %. City Hall 12755 SW Ash Ave. Tigard, Or. 97223 Phone 639-4171. • / '• TT publish Sept. 1, 1983 I 13 JIB • • Yel 90.0 t, v, t:) • r Ati . Sp- l3S3 . .y;, h4k L A1FADAVIT OF MAILING STATE OF OREGON ) County of Washington ) City of Tigard I, Diane M. Jelderks, being first dul y sworn, on oath despose P ose end say: That I am the Secretary for she City of Tigard. Planning Department. • That I mailed notification to surrounding property owners of pending action by the Planning 'Director i u of which the attached is a opy (Marke• � hif, t A) upon each of the following named persons on the �; �� --day of ' . 10a ,‘ , 19x1;, by mailing to each of them at the address shown on the attached list (Marked Exhibit B), said notice gs hereto ai. tac' ed, desposited in the United States Mail on the of.. 1.11 ' l98 , postage prepaid or Subscribed and sworn, to before me on the day, of i NOTARY PUBLIC OR OREGON `oi�s tin Expires: •' t� New, �"401 n" 10'"■ �t 3 I, L.,''4— k • Y ! n • \ FILE # S;DR 13-83 ORVAR LITSJO ! , September 2, j'. , TODAY'S DATE: P � 1983 FINAL ACTION DATE: September 23, 1983 Dear Community Member: . This letter is your notification that a Site Design Review is scheduled in your.;neighbo,hood. Specific plans for this property are available in this 'office for your r:nview. Written comments Are encouraged'. Please submit correspondence in advance of final action date. Note that the final action date.is I . stated above. If you have any questions, please contact the Planning Department a / 639-4171. / S in erel c Yr a s Eli abet, A. Newton I, Associate Planner I I dm , (see map on `e'uers,e side I � \ .p I f • . I, • 811111111 f' • A w a. 1 1i i'I if SEE MAP is 1 35 H l \ 80 . . N 09°49 'W 1027,6 l . 19Yctry (- —7 9 5 H. a 7 300 20 "' y \,_ n F , Oi . ,' / .).... / ' tr N.'94' . \ / .,...tr , ,tr, n w �4 6t-Igr:,' : : u ,,? " ,,,, ., . . z --- 9'ai' 1 41. 4. 'ti ,y y /a �, o ,ti�. 68 Ac, J4,w� /90 �`� ^o t 140 CI 0 400 ,05-71—' U5 Ac :,0 92``�, N _ f ./ 'I I. i ' c'I a, 0 All; ' ,,,A7` (016t, , r 781. a 6 30 '1 oCi ��,• rll' NI, yi..... N Ryuog+ E 220 y` AI, . 9.4 K 09"14 a del �y 09 /r 193 d3 b MtG l N I +/p �.1Jo � 1'1 9'22'W '� C.1�. 204 I' J I . R,��'0 / ' alr tb+ 900 ,?•o 91 j.i ' �h e41' ,g` SEE MAP , ., 23 , , � ; is I 55t30 , I ,d NJ`'' "' SDR 13-'83 OVAR 'LIT8,10 NPO # 2 -, ,' i `�' A request for a Site Design / . two attached`� to construct �n1 � •� Review N � - commercial buildings, one of w r! s�'w ° 50560 s u ft. for retail sace; r s ey« ;.4�.,-� 2 r ,56 .�.., -�- and one of 450 sq, ft,, fox' a. " '''''s�.a `}"_""' M traiting center, on a 1.6 acre + is designated �' lot, Property � ` 1000 General Commercial and is zoned ,39.�e �,e 0-5, located a±',1 Greenbt.tg toad and Shady Lane adjacent to IU ' tligh �' 2 1�/, i (Wash, Oo.' .Lak ,M`1a- r w'a 181 35130 lot 200) ' b ' few„ i ( .n D . , - " _ _ 41.1A0;;t"?;v Be tan.i(all • S 1 I Skinner Building ,T';; � s,,^' I S i LII , WN. 9 S 101 �. c I. 1 oz ry Foy - Oak Hill Invest. { , 794 I SE Johnson Creek Blvd. I Port 1 rt d, Or. 97206 ;` j, . I ()rvar [its,Jo ',. .o 0100 S.W. Curry St. Portland, Or. 97201 �. Mfr � �� I, Bob 1a 1�L[1 . c!nd The Southland Corp 1035 Andover park 4 pa I west `Tukwila, Wa. 98188 a i 1S ! 35BC, 100 Mobil Oil Co. i i Proprty Tax Dept. �, . PO Box 290 i{ Dallas, Texas 75221 United States Bakery 300 is • Pot .land Or. 97232 7' f. are Hein wk #� �' �' ..w, R•L 11011 ywood, Calif. 33021 ,,:' 1S1 35BB 70� 5 t� 800 C0 ti Y OURILR/LARSON % 11720 S.W. Bull Mt. Tigard, Or 97223 WP0 �; f ( North Tigard Business Assoc L. Mary A,. 1Ceskia p % 00 Box 23385 1, Tigard, Or. 97223 ; ,xn� I ' //J M 1 � 1 W . . t .f� ,/ / k • ♦WAM.» '40-?, `, ev, 4 j i ,,; J CASE No.•GENERAL APPLICATION FORM ��,� �.� � ' CITY OF TIGARD, 12755 SW Ash, PO Box 23397 © RO, / Tigard, Oregon 97223 - •(503)639 4171 CIT ' , « 1. GENERAL INFORMATION FOR STAFF USE ONLY: , ' PROPERTY ADDRESSO r a-0 Associated Cases: 1 LEGAL DESCRIPTION/' / '". E "2-e'' .�... .._..r INTIERNAL PROCESSING: ' I ( Accepted for Pre-App. : SITE SI ZE PROPERTY OWNER/DEED HOLDER* WitrzpriEg. ,44,. e .. l e ' • By:+ I . ADDRESS ft, v l Alk -. mod..PeA PHONE 6z3 6210 i ', ,,......_..�. Pre-Ar p. :' CITY Im ! OV,04t50110.46.4707141 ZIP . L� APPLICANT* € VS g t G' �C�► '". ,' Date & Time s c 110 V + b P . ADORES �� "'�'+T"" PHONE '�. �� "'" �.. � �� Acce ted for Decision: ,, CITY Po '�� the, i e? ZIP w I .. ,,. • f ...................................... ................ Wh ere the owne r an d ,a pplic ant are d i f fe r ent people , t he applicant must be the purchaser of record or a leasee in Hearii'�ng Date: possession with written authorization from the owner' or an i. agent of the owner with written authorization. The written Hear,rng Reset To ' author submitted izatioii must be sub 'tted with this application. • 2. REQUIRED LETTER OF AUTHORIZATION IS ATTACHED YES NO. Decisions filed & mailed , 3. THIS APPLIC._A_TI ON INVOLVES THS FOLLOW I NG: APP. Accepted for Appeal: Comprehensive Plan Amendment FEE FILED PAID • r. from to By� ' ' quasi-judicial legislative Date of Hearing: • Zone Change e fr om to ..,_... ____: quasi -judicial legislative gis DESCRIPTION: ' . - Com • P lan n Designation: Panned Unit Development ""_ c once t p lan de tailed plan = _ Subdivision N PO No. t Major Partition , � Minor Partition ' `- Zoning g D t c _� Design Review _ - _� • Conditional Use Zoning Map No. I ---- Variance t' o Zoning Ordinance ----- ,....\, S t + (Title Quarter Section Nob G - Variance to Subdivision Ord _ . � _._ ,, J- . (Title 17) S ensitiVe Land Permit ,5 1AFf NOTES: Floodp lains Drainagewa.ys, .... Steep slope s �. ,, other I t ..,I..- .'. '•rr:i.r�rY+.w+i' ,r..,.�www.,Frw ..f...... .,, ... ',✓r..,,wa ol i TOTAL: . . //1' 40 Y , .. 11111111111111111111111111111111111111111111111111111111111111=111111111111 w i' .: . ', / . iii I r ,'i, GENERAL APPLICATION FORM( PAGE 2 `. . CASE No. , \ CITY OF, TIGARD, 12755 SW Ash, PO Bmc 23397 `! Tigard, Oregon 97223 - (503)639-4'171 11 . SUPPLEMENTAL INFORMATION (TO BE PROVIDED BY APPLICANT) FOR STAFF USE ONLY Notice of Response ' • 4 DISTRICTS A •. ent '‘- .e ived •, 'es 0 Yes �. SCHOOL DISTRICT 2„° . ,, WATER DISTRICT A4' - Y ' FIRE DISTRICT I_ f I' p it PARK DISTRICT UNIFIED SEWERAGE AGENCY - Sewer Available: YES NO OTHER , 5. PUBLIC UTILITIES it• " ELECTRICITY, �. NATURAL GAS r l NAT: C TELEPHONE a 'r . 71gzarPoirePAJC OTHER 4 JO 6e PUBLIC TRANSIT (TRI MET) , NEAREST BUS ROUTE AND STOP alegENtrageS ~' , 7: OTHER INTERESTED AGENCIES (SPECIFY) „ I « i n ■ ..' , 8. CHARACTER OF THE AREA EXISTING LAND USE PLAN DESIGNATION ZONE I_ VERIF IED BY STAFF , , ��, NORTH 1 aoistPee. goA46 '' 4 1 .4 . . . 1 , . SOUTH d ao0404,°/., 964,(5.:40 1: 4- (---- LA Wc 4 EAST i : ` P*5 ' WEST 7!126:.:. -a.«......tip.._.w...»,...,.. GENERAL APPLICATION FORM° PAGE 3 .;, CASE No. ' . CITY OF TIGARD, Ash,12755 SW Ash PO Box 23397 r Oregon 97223 Tiad Ore n97 3 I 9. CHANGES IN THE CHARACTER OF THE AREA WHICH AFFECT THIS APPLICATION. Please Discuss: i " 4F1,010.090e4ti 0/$06 PPoritsWerr il‘a'S Ai "' Ex)7 e00444, c ,„ ' Piervire40"45 cootoopoa)oz. ex.foosrem ti tr.. ores 14444;$ eVoi-Vala -rbeSew '017100 014(It, ' or rtreca4vorie Aivo ,, e: ',,x,1,41" 5 fairs 7 tI-A , Aess o 77,4,�eo r r'�►" '`1_ . ' t1, :� ., '4 /14' rte`i t 7 '�'W two Vitt Sier eAtiC-rMe- % 6'x= "! - 4'" � efiea 7/ erte� c / 4,0 tr lam' `' Vii ,' e' t p poo ? rop o OW/ A ie �'i $4.. t�+e r�" c 10. DESCRIPTION OF THE SITE .. Lot Area (acres square feet) L +�. a, rrt ' . ........... 11. EXISTING STRUCTURES ON THE SITE , Square Distance From Property-Line Use Feet North South East, West Vide#14re ' ' 0 hrxile7U crresecr Aitt; Not) evz" ii to,* ,.,412,- 05 ,e, este. IS"Awe c-):0-x-757"Pet5-7-14'N Ma ME NATURAL CONDITIONS tl� 12. Percent Slope: `'t' ' f 13 Vegetation Types: Average Diameter Percent Of Each , Yes � No Size Of Trees Per Size �.... � , ' Trees. ---K — E.V24kg,L_It a/4_0 ,..,....,_......... Bru Grass: 14. F xns. site � �:h Toad, Iooc�p�,a How' much of the p 15' Watet` Cotir ses ?_ 5 ape ..,. .._. What �: n r , 16. Rock I 17 Other Pro posed Uevela meat Please briefly describe the proposed developmentt,e00061ANegg_102k .. '' ' 1 110 147/44)/A 0 $70"064 4iAi__ lifL#k2_ejlt,_,Ac_.t'o_e_t.,„24'e*) 0 4 CoOddr._,______400) 11 M i aw ..yi ,,,• a ...:,....'.,.....,. .,., :.; _..,,........ ......._..,.,, ......,. 4 , .• . �� s M _ .. .r,••- , ,,• ■ U 1 _ GENE"RAL APPLICATION FORM - PAGE 4 CASE No. CITY OF TIGARD, 12755 SW Ash, PO Box 23397 Tigard, Oregon 97223 (503)639-4171 19. The following is LII, is not EJ required.* 20. Overall Site Development • ,< Residential Commercial Industrial O•en S•ace Other Roads Total' No. of acres or square 105/0 . .' ' feet per use Percent of site 0.4 - covera:e 21. Type of Residential use and Characteristics-1' 1 of Bedrooms/Unit Type of Use # of Units ` EFF. 1 Ilifilgil Primosed Density , 11111111 'A " 111111111111 11111111 i 22. Where applicable , please explain how the open space , common areas and recreational facilities will be maintained. i . , ei1P-40 dritetter. ,44,04-14)-7a#70,40C)zear 4:21.0,7440-4-1104-001r: ! I C i . 23. if the proj ect is to be completed in phases, please describe each phase of the project. ei ' 11A,t40 W it0.40tAf0 Please submit the following with this app.,lication 1. '1ri. .. �a.....,. , �s by Planning�',Departmen e uteri General Narrative, nu�sber� �� required b 2. Proof of awndtship 3 Letter of aUthorization if applicant is not oi.er. 4. Ta.x Nap 5 to ff will identify for yoi , whether e r th is section is to be completed, n ( . 4- '''' G # O tr • • CENEI.AL APPLICATION FORM`' PAGE 5 CASE No CITY OF TIGARD, 12755 SW Ash, PO Box, 2339 Tigard, Oregon, 97223 -- (503)639-4171 THE FOLLOWING PEOPLE, AS REQUESTED BY THE APPLICANT, SHALL BE NOTIFIED OF EACH 'HEARING.. €, (e.g. Attorney, Surveyor, Engineer) ice, Staff Not ice Notice Resort Dec is ion of Review Name eit7Gegs etAr4( S,Cree t ,old roe eNey1 made-e Iit Cs. ),( K K • G1CY' 'J T"� d tate �d�' '► l:Zi �` ,�J 10 . Name � � � „f i - °Ad , �.+C /M nigtAMMS*0174) C'. ".4 .. it, r ,r " state Co/2.- Zip 41 e4g/G Name e 4 " or- • Street e .4.7 5 e�' cl ' ' ". . ci.r • 15 e o A '. tiet. 40,1"?C.' Street AP3 a , 'e/ 1/ UK 4005r ,: r �.. s tate Welt Z"P APPLICANT •dip �.: OF/. se�:aM►-- !' OWNER r. • .,....,., '•.� ..-., ...u_.�......:....... .• .. ,.,,.,v,,�o..-�,,..,..W.,.,....,�....«:. ,._....,.••gym:,«. ..... �., , **************** r' In accordance with Section , 18.84.030(2)(b) of the zoning Ordinance, every applicant requesting a development proposal is required to meet all PRE APPLICATION CONFERENCE requirements. Please consult the Planning Division concerning these requirements. i, *************** 1 1 In accordance with Section 18.84.030(2)(b) of the Zoning Ordinance, every applicant requesting a development proposal is required to meet all PRE-APPLICATION CONFERENCE re irements. Please consult the Planning Division concerning these requirements. ************** In accordance with Section 18.84.030(2)(b) of the Zoning Ordinance, every applicant requesting a development proposal is required to meet all PRE-APPLICATION CONFERENCE requirements. Pl e a se co nsult t he Planning Division concerning these requirements. ***********fit*** i ***** : ****** In accordance with section 18.84.030(2)(11) of the Zoning Ordinance, every app lic ant requesting a development proposal is required to meet all r r PRE•'..APPLXCATTQN CONFERENCE requirements.. Please consult the Planning 1ann%ng Division concerning those requirements. • • p I \ i r F1ECEIVED � r AU G 2 4983 CITY OF 1T6 CAS Roger Ma Belanich o ITTam@o0 EDTo p Tay 1 e el©p m . 811 Skinner Building, Seattle, Washingifon 98101 (206)623.6230 { It August 11, 1983 •• • CITY OF TIGARD 12755 S.W. Ash Tigard, Oregon 97223 To Whom it May Concern: RE : Design Review Gr_ reenburg Rd. This will hereby authorize ORVAR LITSJO to make a?.'�:, applica- tion for a Design Review of the attached described pro- petty in my behalf and to act as my agent in the Process of the Design Review. Very ly yours "o_er M. 4 ch , R :pkg cc : Orvar Lits j o • • iW.. i I .. . a 1 e ' • 1 [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] • Description Roger Belanich ovember 14, 1977 Beginning at the southwest corner of, the Graham D.L.C. No. 52, in Section 335, Township 1 South, Range 1 West, Willamette Meridian, Washington County, ' , r Oregon; thence north along the west line of said r D.L.C. , 16 chains to a stone marked marked with "X" thence South '89° 49'r 00" East along the south line of the Olson tract as described in Book 304, Page 99, Deed Records of said ,` county, 605.24 feet to the True Point of Beginning; thence North 00° 11 ' 00" East, 59.19 feet; thence r North 31° 00' 41" East, 122.11 feet; thence North 76° 00' 41 East, 60.00 feet; thence South 58° 59' 19" East, 74.00 feet; thence South 45* 59' 19" East, 39.76 feet to the northwesterly right- , . � of-way line of S. W. Greenburg Road as acquired by the State r of Oregon and recorded i n. Deed Book 529, 491 and 527, Page �11 , ' �, Page � nd Book 527 Ra 5 Deed Records; thence North 31 00' 41 along said northwesterly right-of-way line of ?' S. W. Greenburg Road, 80.24 feet to the westerly right-of-way line of the Frontage Road Exit from Beaverton-Tigard qi ghway, as acquired by the State ' of Oregon and recorded in Deed Book 529, Page 491,, said Deed Records, said point located 30 feet from and opposite to engineer's centerline station. "FR"'` 357+72.20' POC; thence on a 130.00 foot radius curve to this right, which has a chord that bears North 08° 58' :07" West, 165.16 feet, an arc distance of 178.95 feet r'to the north line of the Olson Tract as described in Book 304, Page 99, Deed Records of said county; thence North 89° 49' 00" West, along the north line of said Olson Tract, 25L83 feet to an intersection wit h the northerly ex tensio n of the west line of the Quinn Tract as described in Book 366, Page 4, Deed Records of said county; thence South 00" ll ' 00" West along the west line and its extension of said Quinn Tract, 351 •71 feet to the northerly line of S. W. Cascade Avenue as established by deed to Wa s hington County an d recorded in Book 724, Page 125, Deed Records; thence on a 170.00 foot radius curve to r the left, which has a chord that ears South 83 ' 2 5 feet, an arc distance of 24,17 � � 29 B,r' East, 24�1 �t� ��a r 1'! feet; , thence North 00° 11 ' 00" East, 9,14 feet to the True Point of Beginning, subject to a Mutual Easement for Ingress/Egress , described as al �Easet� foi 1 ows i FrArr474 ,q fir, Description Roger Bel ani ch November 14, 1977 . Page Two Beginning at the southwest corner of the Graham D.L.C. No. 52, in Section 35,, Township 1 South, Range 1 West, Willamette Meridian, Washington County., . •1 Oregon; thence north along the we::t line of said D.L.C. , 16 chains to a stone marked with "X" ; thence South 89° 49' 00" East along the south line of the Olson Tract as described in Book 304, Page 99, Deed Records of said County, 605.24 feet; thence North 00° 11 ' 00" East, 59.19 feet; H thence North 31° 00' 41" East, 122.11 feet; thence North 76° 00' 41" East, 60.00 feet; thence South 58° 59' 19" East, 42.24 feet to the True Point of Beginning; thence North 89° 53' 47" East, 82.35 feet to the northwesterly = right-of-way line of S. W. Greenberg Road as acquired by the State of Oregon . and recorded in Deed Book 529, Page 491 and Book 527,, Page 511 , Deed Records; thence South 31° 00' 41" West along said northwesterly right-of-way line of S. W. Greenburg Road, 51 .50 feet; thence North 450 59' 19" West, 39.76 feet; thence North 58° 59' 19" West, 31 .76 feet to the True Point of Beginning. The above described parcel contains 53,895 square feet or 1 :23.7 acres, more or less. • I r r I PETTILOHN ENGINEERING COMPANY IN 77. 191 \ r 431' X81• • 1 r rr, u,ru..rvm...r-.,.,.., ..,,.�,1 n.r.....,• ' y ' ' ' , I ' w , • 1�♦ ♦ � 1 'ff tl 1. w fir. k. • .,,. � � � \ SE IE t�dl P \ \ i IS I 35B . 1 ., , 2N 89°49' W 1027.6 a ` 663.53 "I(59.5 _... ,-- � _ 1„„___Q .7t, ... / 7 300 20 �. et ,14.E AG. I.l 8SAC ° J.∎ ia� I I/' 0 N W ' •_ / u 4� 3 o-._1q•)5/w � .. y . Z 1 • --- i .b.: s/�a UrL' .68 A c. JI•$4›.-. 1410 • K1 400 OJ AC Z ti 3 2 N ..../ G 1'W 279.55 a-"""^.�.:,�Y 3 — o `* t #,,,, 0 p� •, tr .<, 51elliiii11111816111.11111:241t72:11E ''''581.Z,4 1 yw 850 N C1 y�d '� �:Oa a 5�. 9 E 220 . • 1,4 N 894149'E 8 11 ?4; 68 '/?0' - 153.45 y BEGIN r l>� y 5q PI 5'9 y'7.2 8P-Z--T-2 '� ,,-G,R. 204 • 900 -e;6-------........ ?87 Ac, � � ' 91.31 1 , �' . a r S A-i. ,i 23 ...... bq, . �, „,,,... „:„ . . .. , , , „„ . i i , . ,4,... , ,..p q. i' 1 1 Iii .z. 1 1 , . . (., yo opit Acci0404kir' A10018 Cit ', `69°32 W 2 7.1 0 3 y ', 4 E --- " w- � /i � I � I .? y j 280,89 a' lolly 0 /w394r in r,1 u , Ig Q2 i 1 si Ir 4i 7a"#94" i Y ta!' + ,4,1 »�i R 4, 1 5 �t s. S i4 qq W 1 n [Page Too Large for OCR Processing]