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12750 SW 68TH AVENUE - ------ KEYNOTES Robert I► a,LUY UT E�ensox� � Contractor to Field Locate & Verify �aZ _ SIS �l..�Mfc,fJT� Q�S - A °'�"" I _0 Invert Elevation of Utility Prior to A,SSOC1ateS T EC H N I CAL S T A F F I R.G R! O i-Site Utility Construction. \ -- Contact Architect with Any Changes from Plan. 5 I-O 11 --- I o r I� c� - - --- - -- ---- - Arch iter ts AIA TENANT o 1" Domestic Water Meter 0 `I 9, (� 25 f;; HI6H LI6HT Lr,- Archlle<yure cows, r4�� ( ' I ' - _ Q ,, O Backflow Device for Irrigation - -� �/pyo w. Nis fa'{rvl� ArdPlanning Inrerrnr Sparc Planning I I U Contractor to Obtain Permits from I { I ( Tualatin Valley Water District for I Connection to Their 12" Main. \ p \ 510 v A'Third AvePenland,Oregon 97209 * — � Do Not Connect to City of Tigard 12" _ S03 221 0890 �' \ r✓oM�AGT GOt1PA r 4-el-s,0 CA. MESH _ O- VAN ,W'_C• MIN. _ .4 LIN Transmission-Water Line. I o I q 1T' . \\I CRIVFWAr A !-I i / I — !r--� ' --�'-OI �I^�II IJ t cuae-nC4T / .. �� BUILDING INFORMATION AND CODE ANALYSIS • .rAf�;:'s coNT T,oN ,OEwALK %ATM PAN R \ INON WR C� T Ei�SOV L��, culla J NTS ' 1, PROJECT/LOCATION Cascade •Technical Staffin Office Building 1 'o I g - FORTIANO, O�EGOrIBNE Corner of SW 65th and Hampton /�(ppj /( G I •� \ � 1 � A `DACE or CURT tJ I�(/'1,�✓t� 1 1� -Q \ 1 City Case File SDR 95-0020 / /,/Tl 16 HTR Ac - r�lIGL017 L)r 1 / \� N S HIGH CHAIN I INK- :O 2. APPLICABLE BUILDING CODE 1993 Oregon Structural Specialty Code rl / ' PLIN / , w/vINY� -Ails PROJECT NAME L.r�N 3. SEISMIC ZONE 3 S Zo OI ZO / �— — /74 — VVss [[ ss �Ii �p �p Cascade OAESAwICUN,Ne PPtK[NCOIO I/:- ExrosuRc4. OCCUPANCY GROUP B-2 (Office Building) - W 1 \ ��I� I�H��_ 5�0 vn,-rlo �} I ?QI �T�-C7 5-r P�� Technical 5. CONSTRUCTION TYPE Type 5 (VN) Unprotected/Unsprinklered ; I 1 ToHArL?5 = s, s� 1 A� ATI - z ` C, �' INl, 1" IER ° -� s �V1 % GotJL, TVP, Staffii� ELEVATION B-'B LLJ I , - CSEE , Z - SIt��N1At� 5t1A N� __ AGGF�S AiSL� g 6. ALLOWABLE FLOOR AREA e-2 Office 8,000 sq. f-L < loo RIM i 3 no I �� V2u M�� PLrZ. 104 � VAA e'.e'.ta CA. MESH 1-1/2- ABOVE BASE , s- - M X 7. ACTUAL FLOUR AREA Approx. 4,748 sq . ft. \ _ Ax f z CM STREET /r LO fl__ 2' of 3/4•-0 GRAVEL SASE 3 1U- _ -0 IE � `� S 24X SECTION A-A I Uj I § I NOTES. aJi6N I \ ✓1 I \ _ 1, CONCRETE SHALL HAVE A MINIMUM BREAKING-STRENGTH OF. 4000 P.S.I. AFTER 1r! DAYS. � \ \ _ _ LU I \ 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2` RADIUS ALONG BACK OF CURB. J. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED MATERIAL. CEDAR OR APPROVED EEQUAL, EXTENDING FROM 1 1 TOP Of BASE TO FINISHED GRADE. � I I SHEET TITLE `. 1 1 i I 4, FOR DRNEWAYS 24' w10C OR GREATER, CJNa~REi TO BE INC.9EASCD � ` I TO T DEPTH. \ n S. FINISH WITH BROOM AND EDGE ALL .' IN'.'S. S. WEEPHOLES NOT TO BE PLACED IN wING. a \ L I 7, IF CURBING IS BEING REMOVED TO INSTALL A ORNIEWAY AND THE GUTTER I ' SHOULD BECOME SEPARATED FROM THE DRIVING SURFACE IN EXCESS OF 1/16', \ r ?HEN THE CUTTER SHALL ALSO BE REMOVED AND REPLACED. � � w z "tt 1t Z I 1 I N \ i S STANDARD COMMERCIAL DRIVEWAY C Z h1 o1= IG� 1 I I , �Lrz, IoZ�s 1 � � CL �jj �y rr<n \ I \ I , REUSE OF DOCUMEN13 MIN. /� V I ; \� ` I •' This document, and t!r_ ,ails and "OR 1'3CAL STREETj an A:'w �" I 1 ` �.• Inurumeru of profcxi lonalherelservk-e, 1 I \ is the property of Ruben Ew-nson i - MIN, �� , (,j- +I \ �\ Associates and Ls not to be used, in 'OR CCLLE:'CR ANO AR TERIIa: I r1 I l r I Rholt,or in ,kX an cher I \ 2j-Q 1 Y pro. CURB JOINT j �F /�-_0 1 0 1 I - (SEE NOTE A)\ —T I 1 (� f — ` 1 !ill-!! kti'� `�:1�N the written authorla- SOCK l I lion :If Robert Evem-Am Aasociales. ROAD r-L--�-- _ r, �� i -- I ' / t — l o 3 t 011DBER7 EVE'tSON tiSSOCIAiTsS ---�._ _11.11 �..\..\�:�` `ee��L :EE MOTE S I ' — — — — — — — — — -- COMPACTED SUSCRAOE ' Vic""W" CASE � IL � / --- —�-- — V, REVISIONS Q °' I r Date Description PAetCft todW CAI sta 0o I E qq. r \ \ ' I Nnt!IIIl U NOT TO lif:A11 N �f:awt�r TrdrMawl etarll�glFpn�nAet �QEWALK ADJACENT TO ';IJP _ — - LUN. i• MIN. , 6- 1 �0 PIP>` DLA, "p` - Y THICK, 3�mPSI GRAY TRON, I - - - 9-41 - — 4' 44'x" E HEAVY DUTY CAST IRON GRATE. 6' 42' ` `E e S —t 8' "�"t 1; Nc`r� l v �+ �e ROAD \` •j �.'�T / / I . �^ (S 1 ` 71 PEWALit.- 100 \\�\^1 I 71 I ✓ �cv? *;: .\'.. .v .c\\�\ \ `. ♦ �� RIM ELEVATION STOK�1 - �`'� SEE PLAN MAN HGF ✓ - i, L_ 2' OF 3/4"-0 ROCK o o I Q ,� �' ItNT FENG5 r.OMPACTEU SUbCRAOE O I � /� �r1L7 /� SIDEWALK AWAY FROM CUR I � II 15 �c�� c�) 7vs� r1 71 7f" A _ S G5 P SIGN Arm NOTES: � � 5 � �— r 0,02(00 5 cv INVERT 1, CONCRETE SHALL HAVE A MINIMUM CDLIPRF.SSIVE STRENGTH r SEE PLAN OF 4000 P.S.I, AT 28 DAYS, SLUMP RANGE OF 1 -1/2" TO 3". ` OIL TRAP WITH 4' 2. PANELS TO bE 5 FEET LONG. CLEAN= PLUG JOB NUMBER ._l �� 3 AEXPANSION JOINTS TO BE PLACED AT sIIR OF DRIVEWAY 24' S. W. HAMPTON STREET P T E D APPR(,�,CHES, UTILITY VAULTS, wHEELCt-1nIR RAMPS, AND At ' SPACING NOT TO EXCEED 45 FEET. NOT'= - A- CATCHBASIN TO BE CONSTRUCTED CF 10 GAUGE (IrTINIlrA1N1) STEEL ,,, .� ,^� ASE a FOR SIDEWALKS ADJACENT TO THE Cl,'RB AND POURED AT THE WITH ALL JOITJTS WELDED. CATCH BASIN CAN DE ROUND OR SQUARE. Revised Site Coverage Calculations are as follows: SAME TIME AS THE CURB, THF •JOINT BETWEEN THEM SHALL B- CALK PIPE TO CALKING HUB. BE A TROWELED JOINT WITH A 0N. 1/2 INCH RADIUS. C- SET CATCH BASIN ON 6' THICK COMPACTED CRUSHED SCALE ROCK OR SAND BASE. 5 SIDEWALK SHALL HAVE A MIN, THICKNESS OF 6 INCHES IF IT D•- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. O�' IS INTENDED AS A PORTION OF A DRIVEWAY, OTHERWISE I3ullcing — 4,264 Sf (28.5/U) SIDEWALK SHALL HAVE A MIN. THICKNESS OF a IN�:iIE�, �- oma_ - �- 1° DIA. HOLES IN TOP OF BASIN l:,e,GN SIDE. Paved Parking/ Walks — 6,216 sf 41.5 SITE PLA OVERLAY CODE SEE DRAWING NO. 205. _ ( 7O) N 6 DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF Landscaping pj� '`J SIDEWALK '.N .3" DIA. BE PLA PIPE E 2 SLOPE. = 4,500 sf (30. /a) II 1 - 11 a� SHEET NUMBER rONTRACTION JOINT TO BE PLACED OVER PIKE. STANDARD CATCH ��tSI�I I I 7 FINISH WITH BROOM AND EDGE ALL JOINTS. '+ crV92-19 TOTAL SITE 14,980 sf (1007o) 4 I.ASCADF AAF 88th Avenue, 12750 ------- BLIP 95.0500,SIT 95-0046 1uf19 If 111i Ilolice ;Ippenrs Clearer 111;111 .he docunmit, the documcrit is of nt:lrg,in,►1 qu:>!I:ty. !1111111 111 111 # 1. . ' } . ! - 1ajllJill lilil 1111111111111 (t-1111111111� I11Jilllljlll I l{lllllll{111 Illllllllll�l ��{!�{l�I�.� q 1��1111� 111111 r�rl��i IHtilr� - _. ,. ., l l �� .. 1. • • �irsllrl rlllltrn Ilrrllrrtflrllllr►INIIIIInllnnllnl Iulhlnilnlllnllllnhlliinlllllnllnlllllllllnlnnlnnllllr rr' .. � d 16 25 Robert T W/ FD 9/1' IR EVenson 7' 104 I fi 103 � \� W/TPC MARKED NO TES ---- G)� „ , . �\ '�, 'ID" O'i,A9eOC.' Associates 1 • [ HELD I . LOCATION OF ELEVATION SHOWN AS OR NOTED OTHERWISE 99,gil 21 ELEVATIONS ARE ASSUMED. AI'ChlteCtAS AIA . ' THE ARE\ 1Ro ' 3. RE E NUMEROUS UTILITIES CROSSING THE PROPERTY WHICH - vY►C MI A831KED \ MAY BE COVERED BY AN EASEMENT. I � 'PAIII� � A19oc.' I W" 0.It w ; HELD I eN-:�oea Architecture \ e PlannfnR I ` I '] 2 Interior Space PlannlnR / �1 L I ' I Nal � �-- I II ` 510 N to Third Ave. I I► I 2a EROSION CONTROL MEASURES 503.21 1-0890 Ron 97109 w�•aa1•oe90 EROSION ;N nCIL PLAN - STANDARD NOTES ; EROf REC:MMENOED STANDARD NOTES FOR EROSION CONTROL. PLANS 1 (FROM TECHNICAL GUIDANCE HANDBOOK. REVISED r[B 1994) ,^I D API A APPROVAL JI ft-'5 FRO%I:)Ni! I. •EOIMF%IAII(% _( III(I (E:A') I!A., WS Not CoNS:I.„IT AN APIRCIAi O` 11f:/MANN\ (?UA-) OR DRAINAGE I I OE SIGN ((C. AND OCAIOf , 'IPCg. RCSTiCTORS. CHANNELS. RETENTION FACILITIES. UTILITIES.. ETC) I B. rIK IMP4.EuENrATIoN or INOSE ESC PLANS AND THE CONSTRUCTION, VENSCIN F"40" DATER WITH SEDIMENT MAINTENANCE. REPLACEMENT, AND UPTL UPGRADING OF THESE CSC JTER FABRIC, MATERIAL 34' IMIDE ROLLS I FACILITIES KINE REST OA IS COY O< rDE APPLICANT/CCN TR AC TOR USE STAPLES OR HIRE FLINGS TO ATTACH PABRSE �( ) la, MAI• GRAYIEL (17 }.M DEPTH) UN iIL 4L CONSIRUC hON i$ CJIAPLf REQ ANv APPROVED AND �2E fffiii((( •"—� 1 I p I Y VEGECAIION/LANOSCAPING Is ESTABLISHED, /20 X �' X I4 G4• I••LRE PO NO, OREGON U I .. C. TM BOUNDARIES CC THE CLEARING LIMITS SHOWN ON TTas PLAN SMALL PADR2G Off d4Xt1y. �j . 1 A, ''� ±'n 7aE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING f 1 4>S>U O �N , �L. THE CONSTRUCTION PERIOD, NO DISTvaCE BEYOND TH[ mLIMITS �• 1 j ., ►LL77+++ .7 ,jjrlL R FLAGGED CLEANG TS SHALL BE PERMITTED THE-FLAGGING r SHALL BE MAINTAINED BY THE APPLICANT CON r4AC TOR FOR M[ Y•'••:y;� A..•;� '''r,.. 1 I 1` DURATION Or CONStRUCntIN / I - D. THE LSC FACTLI TIES SHOWN ON THIS PLAN MUSE BE CONSTRUCTED IN I OSP:;:..V.( .•,•r�•;t1T7P1Ty!:/ 1 SEDIMENT T.1IRtE 1•'lS/d LQTYi fIll'10t CONa1NCTI0L" "I'M ALL CLEARING ANO CAAdNC ACtIVInES. AND IN ff I li;".'.�:.,:1:,v �,lt��'!4:�.•)� 1 I p PAt�ItIG ON TOP SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEOIMENI_LAOEN 24 Ira.reR�n WAVPRLrReAs°ENw:ICR ctANOAAQSAI1+Aa frsrEM, ROADWAYS. OR VIOLATE *.� ;r ;, {rt;`;i ; PROJECT NAME 23 T ►ure,a ( \�\• 9•O E. HEFICESC rACX,(NIS FKA SH,I'M ON (O LST[LAN E T Iolu.�c THE 6' 1 I //. (. / i l .l� i !� .! /./.' 1 ✓, ,( {. CONSTRVChON PERIOD. 'HESE CSC FACIUHES SHALL BC U►GIADEO AS , 1 �+ IB INLET BARRIER NEEDED FOR UNCYPEC?CD STORY EVENTS AND 101Na„LE THAT SEDIMCN/ Y - ,-----•-------- ------------rr------ \•, y99 (� 1 ^ \S • ANO SEDIMENT-LADEN WAT[R W NOT l[AVE h41 LTE 1 1 \ C:Vg2-2! I/i = F r M[ ESC FACILITIES SMALL BE INSPfCtED OAltr BY iNC h �� X CASCADE / �l / \ APPLICANT/CONrRACtOR AND MAINI'AIMID AS N[CEsSMY TO INSURE 1 I~ 1 1 Al THEIR CONTINUED FUNC'I(WNG f • ' I 1 1100 --1I ` G. THE ESC FACILITIES ON INACTIVE LrES SHA(l 3E INSPCCrEO AND L A 1 J I \' `,� Dr 4. 1.►000 POSTS, O �1 FOLLOWING A M E Of OHC[ A MONTH OR MI THIN ME 24 HOURS STANDAR QR BETTER OR ` 0� I ,�a raLLQwINc A STORM f EVENT I i 0 �- ALTM�TE sem- TECHNICAL H. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO FEI•ICE POSTS • ACCUMULATE WITHIN A rR APPCO CAICH,RALN ALL CATCH BASINS AND CONV(YANCC LINES SHALL Bf CLC ANEO PRIOR f0 PAIANG. - (�� THE CLEANING OPERATION SHALL NOT FLUS{ SE IMENT�-LADEN WATER INTO THE DOWNSTREAM SYSTEM. , STAFFING I 18 Qd 1 /•P��° \� ,� _ I T'� A 8 L SiAAIUIEO CONSTRUCTION CN TRANCES SHALL BE INSiALLED AT r BY r BY N dA. " tHE S`'Pao (� ��1.► �� P .r eaL''.� \ BEGINNING Ix NNING CONSTRUCTION AND MAINTAINED FOR THE DURATION a PMItI�i ON ORS. Ii1TIME PIIOJECT A00111OF•AL M[ASLIRE:i MAY BE REQUIRED TO INSURE Sp,} v OJ &O'•�,. TNA( ALL PAVED MEAS ARE KEPT CLEAN FOR THE DURATION Or THE 22 - r I 21 L \� 1:8do•vl.8do A PROXCi FILTER PABA= d• h rML- MATn 1 \phi • .�5$do. StANOARO NOTES FOR SEpMCNi FENCES. Y BOTTOM ATVMIIOF \ T "►.�d8�t:�d�°; T. THE r1LrCR rAgRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CLJT ( PILYNK MATERJA1_ / t�l I E 10 THE LEHCTH OF THE BARRIER TO AVOID USE OF JOIN 15. WHEN IN 0 IBY tr TPR MICH $ ( 1 7� MT4. /8d JONIS ARE NECESSABY. FILTER CLOTH SHALL 9E SPLICED TOGETHER CO RA(7I11S a �b O I` ONLY AI A SUPPORT Post, WITH A MINIMUM 6-IN04 OVERLAP. AND BOM (NOS SECURELY FA-tENED TO tHE °OSI, OR OVERLAP X 2- Ci.b�FT �F RUN OR a' t,nx POSTS AND ATTACH AS SHOWN ON DETAIL SHEET 3-2, f S IS r-Anus (SPtAVYLov-T►, I 2. THE FiI TER FABRIC FENCE SlAll 8C INSTALLED TO FALLOW 'HE I V BOE RESWfCRCEME4T / CONTOURS WHERE FEASIBLE. THE rENfE POSTS SMALL BE OACED A f IQ i'•ell GEOT (TILE. AS F�(,1LiIRID SIDE R�1• WIDT14 OF MAXIMUM Or 6 FEET APART AND DRIVEN SEC:JRU- INTO THE GROUND A [� I1rGlt[St/lGRESS ARBA MINIMUM OF 24 'NCHCS. • ( `" S THE FILTER FA13RIC SHAW. -A:''. ? •/IN'ML:M VF•7TICA'. 9URIA1 ;TF h INCHES ALL :XCAVATC: MA•ERLAL :ROM FILTCR rAgRIC FENCE �`► 1 GRAVEL' ENTRANCE DETAIL NSTALIAM1ON 9+AL: 9i 2AGK:'..rr, ••:- -^PPA( "., AIONC ,.,, • g 19 •� ' I 20 O I I 23 X92-D 1• f �� s STANDARD OR HEAVY DUTY TER :ABRIC FE4L'E SHALL HAVE SEDIMENT FENCE 4 MANUFACTURED STITCHTC SCM; r)R X 7' no-,r 1NSIAI(ArION STITCHED V.OVE So4ALI. r- INS-.ALIEC :)h I, ;P Ha- ;Int IH1 CIYV-24 1/2' a SLOPED ANLA f S FILTER FABRIC FENCES SMALL BE REMOVCO WHEN THEY HAVE ;ENVLD Ve I ( THEIR USEFUL PUP,- • 3UT HOT BEFORE 'HL JPSLOPE AREA HAS DEEN V O I PERMANENILY P;ot(CTEC AND STABILIZED FILTER FABRIC FENCES S•/ALL BE INSPECTED S- APPLICANT/CONTRACTOR IMMEOtAtELY AFTER EAC, RAINFALL AMC At oL (DUTRED-REPA,RS SHEET TITLE LEAST DAILY DURING PROLONGED AAIfRAI. ANY R �(] I SHALL BE MADE IMMEDIATELY 0 1 LE GEAD - I • FOUND MONIJLE)(T AS SHDWN o+—STOP �' ►VC RISER / f� ( i FOUND BRASS SCREW 1111H BRASS WARIER MARKED I h • / 0 FOUND WELLS 6IRM AM WITH T YELLOW ON IPU T I C (CAPS MARKET `�� I1 i EXISTING TREES to be REMOVED FD FOUND "�" ' ""0C' INC.- >FT ON A'"'� "' 1995 I 10 IR IRON ROD NO, DIAMETER CROWN - 1 I I 64 12' YPC YELLOW PLASTIC CAP( 3' B' 121 TC TOP OF CURB 10, Sit 4 6. (CLUMP OF 4) 10' 910ETIALK • I e 84 lo' 9® CATCH I&!IN REUSE OF DOCUMEN -n 1 K FIRE HYORAIIT 15' T'hts doL•unwm and the kkm and 1 , / 6 64 151. o MATER VALVE dairy ed herein, is on 1 0 1 103 80 10' ISI 45 STREET 91611 Irut[u[[1m d prolleatiLkIrW Kn . �2 I 11 6' 10' PPT W/L POMERIFTELEPHONE POLE WITH LIGHT b the properly d Rutwt lireroon 12 6' l0' Av%miates xw1 is not to b1~used. In ' 41' ti 13 8' 10. OfNI OVERHEAD UTILITY LINE whole,or In put,kx any other pm5 14 I6' 20' ( GUT TIRE ANCHOR )ea widxu the wFrtlten atxhotiaa- ti I TR TELEPHONE RISER • B 7 \� i s l 6• 1 o1 ' twn d RotTert BT1S[Jn pCAsrocMtt 102 11 24' 35' UT UNOERGFKKM TELEPHONE LINE *ROBERT EVUOON iASSOC1A121 is e' is, UP UNOER< IUM POWER LINE 20 30' 40' —S— SANITARY SEXIER LINE REVISIONS 21 is" 30' �rrrr.. 22 16' 30'' DEC IOUOU! TATE Date Description 1 b t 1N _ U1 - ` 23 e• i2' SCALE i' •10' i� t� RAMP 25 16• 20' * �• IL eoxE N89'58'30'E 99 RAMP ` 1'�' cj' X10 I 1 5 91 DEWALK 9TOFN 9EWEA MANHOLE I R 111111197.13 FLOW LIN■93.33 ,� ��°�' 04 �� LDS /w. IE IN N. 1J 1� IE 1N E. 1J IE OUT S. FLW97.3 Re1,e3 s - - - - --- - - _ _ - - - - - " -' " - - - - - - _ - - SCALEI 1 ' A101 1' IE IN N. - - 1' iE IN F. 92,49 1' IE OUT 1. WATER LII,,'. C* ai RESOLVED: RLR TOP 0 GIZAPH I C SURVEY .._. DRAWN DTM CIECKEO : RLR- FOR GRI GSDY CONSTRUCTION JOB NUMBER i DATE 4/19/95- SITUATED IN TINT N.E. 1,/4 OF SECTION 1 , T 2 S, R 1 0'. , W.M. S . W. HAMPTON AST . SCALE 1"- ►o COUNTY OF M4SfIINGTON. STATE OF OREGON DATE 60' WIDE TILE NO. 9s-one REDISTF_RE'D ISI /1 1 I PROFESSIONAL. I � LAND SURVEYOR SCALE W. B . WLLS AND ASSOCIATE INC . REVISION NO. OA(E OFICRIPTION I&NIIIIIIIIII OVERLAY CODE SURVEYORS/ENGINEERS/PLANNERS — M 130N 4230 N.E. fREMONT STREET JULY 13. 1981 _ PORTLAND, OREGON 97213 "--- RANDY L. ROHNER2107 SHEET NliM6Et# PHONE ( 503 ) 284-5896 FAX ( 503 ) 284-8530 EXPIRES 12-31-96 2 68th Avenue, 12750 BLIP 95-0500,SIT 95-0046 2 of 19 If this police appears Clearer (Ilan (he i document, the document is of margir.::l quaF:;y. 1T111111�111 ,_ � � l��1 1 1 ' 11i111t 11111111111111 11111 l T111111 11 11111 r 1111111 11111 11111111 11111 (111111 11111 ►DLII• l�I� � # �I•� 1� C D fi �� 24X - . • 1 Fill i il�rli (IIIIIHiIIIiiIiII11111iIINilllillliil IIflllilillilllilll IIIIIiii111(IfIII(IIiIfIIIiI111111Illlilflllillf! Ilrllllif 1IiIir(II Itrt rt 1I ,rel i >d @ 4"0,6, (rc�I'? Robert - _-- � Evcnson A,ssociates I.-Y,.4/ x 10 I A,r�- { Z"a 'G I I I „ , Architects AI,`. -o � - O g - � 33 - to ' � 121_ o ,I o I� ' .- SII I � 1 _ qll Archiiecture Plannrn ' Irnennr Space Planning t __.__.____ i1 - II II -0 • O — (— — — - SIU'q A'Th,rd Ave Portland,oreRon 97209 r O 503 2210890 'L — --I FFr � FOUNDATION DET. - _ 1 I � - FOR 0, OREGON GYP. 151:2 I.1/to cl I ( I mo-/ p ROJE(,T NAME I I - I I � ' ' I�,gII X1.31► � � ad I I Casc e Technical Zx �a P,7, �, i.1/�Z - x Io a,, �. (-:) -1 Z o,e, - - - — _ Sta f fang I 2L I iF FOUNDATION DET. _ � II I - I t � _ L Q _' SHEET TITLE �!, I I I N CSI x I 3 3 <o 3 1 � I I 1 2" 1 2'-0' Z!o'I it I g. EA �` I I I I o 51bE1 c 1 FIX I� 4 '/2_ _ G A J N '' i t ! I REUSE OF DOCUMENTS _ _ I I Z 11)15 documenand he Ideaux1Z 2 - de%igsI` p Mortal sevce,Irt of profx is the property of Robert Everson to t— – 1 — — — — I — Acsoclates and is not to Ise used, In I ►— - L- -- --- — --j— _ _ .� _ whole,or in put,fur any other pro — _ - lett without the written such'-"• r I � 111x1 of Robert Evrnw.i Aisoci-mi. °ROBERT EVENX?N AaSOCIAit,, r, I I � REVISIONS 1 I Date Descelptic n FOUNDATION DET. I I I - 2 ^ I , Ir art- - -' I I I — 8 x 21 �1I / I � L IST- c.1:2 x F'L.`r F Ir - �- — — — — —�- 1` el !OB NUMBER h �I �� I cn 1�4 q 160I 5��8 Itr C/ 0 -Z _ 8 ,Z- �� _ - III - SII �II _ �II III _ oil (�I_ �II ZI_ JI ATE , r- �, 4 cool C.J N(9 V, Zd , Irl rt — SCALE 911 �,I 4j1 OVERLAY CODE FOUNDATION PLAN FOUNDATION DET. 1, _ I _ � „ SHEET NUMBER 1 1 r I i1 n ?L _ AlCAON A•II 66th Avenue, 12750 BUP 95.0500,SIT 955-0046 3o119 It- III; 11oli':e appears clearer 111;111 the document, khv. document i5 of nuirl;ltllll yu:1';ty. Mei I�IIII11111(11t1 IlliltN itI !, - 11��f1 illt�{Ili I ll�lllll�lll�IIIIIglllllll IIII�IIII IIII(IIIIIIIII(Illllrlllllll,IIInIIl111nllllllllnllllillllln(1111 li�l{hl Inrllnl iil�Mf" reerat Sign No. OR20-68 _ Robert --- 121 E venson I- ly . Associates _ —.— --- — -- _--____ --___ 84 0' � -- --- - ----_ —___- -- ---------- Architects AIA ,�I_ Otl 4'-O —_ ISE PArWNC P"rH D.Kv. �j'-Sir d' I' I �� I I I I /-I I I QII I U 16' _ d - CJ ✓ � C7 - Z ✓ - 0 2-611 6 69 - 2 ltrchiiecture ' - I txsAE3L.ED PEST pF1LT =� , -------------- ,1b IVM r Planning Y10LATORS SUP ECT TO �Y - -- --� -- — --- Inlrnnr S xe Phnnun ��' g TuM►1MG t�OER � �. ORS 80.620 AND FUS UP TO *470 UNDE�2 _ ORS &L615 - y� 1 �tittttti =M Mar– 2' _ 4- - ' , 510 N T I hrrd Ayr j VJ O Po,tia 90 d,Oregon 972()q 503 Sign Background: 81, -- --- — --- -- - -- __ — — — -- - — — --— -- - -- i — — ° .D Sign L egend: -13 I STORAGE _�V / I \ HC SIGN - - - __ I _ C~� rte► r f SLS 1 1 1 O 1 �,L p�LY. O 98 T ENSOli (=,L, SLK « - PO N , OREGON ' n Z�, _ r tnT_ d c I D _ <3 E Io � (? 11o,e- f 6F b, — WAITING ENTRY RECEPT. OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 OFFICE 5 H I� In1AL1-. PROJECT NAME Y v RECEPT. Cascade � T� 113r✓I�.b. 10 - � Ib" � 181 o © �- lob G4 "D.c,' I � �'. SII 21. 511 , �31_�1� I _ --'--„ -�.-�-- ----,_._ Technical - I - 7 '' �i, b,1 �Q , �I-O'I �Gz 3-7 11 no r ' �'-o'I I f7P x h - ---- -� exd�` LAY F, La I✓ ,f St of f I n g ��I - o,� 1°I-II libR_ -Ip HI I-IDIL ��NIHdI? v °HI Np � — QD 30 - 24X � \ ,� ) AC'�ve Ado`✓Ic- Q�✓tG n, 5¢I' +4Zrl 2 Xtv @ I6o"O, -- Z'-�' LPFL U Q o - ¢ D (� Com. t,,� APPLICAT. 3 TESTING RECORDS BOOKKEEEPING D OUT-SALES phi ' �� OFFICE 6- - OHEAR WALL DET. '�' ' -� W, f-j HEAr2 � o = 0 I @ 36'' W A,L L i; CONFERENCE UE-,Frl ' of I�.t: - Lxlo ) 2k � � 3/ II — 08 0 SHEET TITLE OFFICE 15 OFFICE 16 _ STORAGE ;v 2 I OFFICE 7 I HC WOMEN N O Q N cn� HC MEN I, 1/4 X (�' j 111, ( _� OHC TOILET I H tr- I v Fiz- 51P KI tl p 11 1� I I - �O 2 X REUSE OF DOC�UM ENIn 5 1 - II G 1 it Ii r I iI II I' li I O This document, and the idez and t1 1 rl 1 U - - -1 ,�- ,�. - I D 4 O - desigro Inrorporxed herein, as an ?> ,7 - '� 9j 7 I _71I I Instrument of prok&vonal ser, T►� , 3 X 3 x �ij � � � � r - � is the Ls rxof x to�be EiasnfS/n I F - � - - _ whole,or in psn,for any cher fxu- - }ea without the written authorize• I l° HI HnL '1 OH I H M _ tion d Robert Evrmum Aasocbmes. I 2" P L� GROBEa�vSON ASSOCIATES 4 A REVISIONS 0, CS — Date Description BEAM/COLUMN CONN. ��, �:,r � �, _ - L,, � ¢�C. T0IL,L; x a I I D CO OFFICE 14 OFFICE 13 OFFICE 12 OFFICE 11 OFFICE 10 OFFICE y -- -� ' r D .1 \I D D OFFICE S i tv✓ 5 LUNCH ROOM . _ - ' C �x -- -I o __r TD74.L _ co tJ ((C LIQ II j II _ - or-r=►Gr_ _ _ - - -- _ - R -� Go L►N TAIL ( lA I L 5L-t T ” �°Xs �I� -. _ — � ___ � — —_ __ __ -- -- — — -- — __ 5� x56 �I� - — "o `aTol� �IIrLY� I I II I 11 ,I �_ II i► , JOB NUMBER g _0 t r- DATE 21 �� III-o 1' 41' - X11 I I '_ C7 (P DATE I — -- — — -- - _ _ --- -- SCALE DUPLEX E OVERLAY CODE r--•_ FLOOR PLAN ELECTRIC OUTLET TYPE 2-A PORTABLE f ( FOUNDATION DET. 1 4 11 11 - all <1 TELEPHONE JACK FIRE EXTINGUISHERS SHEET NUMBER I ETHERNET JACK 58th Avenue, 127,0 r BUP y'-0500,SIT 95-0046 4 of 1') If this police appears clf�arcr 111;111 the doc•time'•t, the cdoci menl is of mnrgin;il qual:,y, IIIL{Il�ltll _ lit }. �� {��I�I�I}I�I�I ��11111�1�111 ll�]IIIIII{)f�{ IJIIIII�I�III 1 IIIIIII�III�I i�l�l�lll�l�l I�I��Jl�l�l�! T ��I�1�'jl 111({C f HI! {III`IIIIIIIII�IIII IIIIIIIIiIIIIIIiIIIIIIIIIIIII In1111nllnlltllllll►i :Illlllllllllllllllllllllllll�llllllllllllfilll11`1111 IIII�lIIII!Nff 1111' 1 156721 Robert Evenson -� .Associates Architects AIA Me1-ture Planning v G T NorU Interior Space Planning dl lWF� l d,Oregon P� 97209 503 221 ONvo 21_ -11I �1-�11 I I �I-0 t' � I II �� A T 5 ENSQfi n PORTLAND, 00RE" CONFERNCE ROOM ��, UN PROJECT NAME I Cascade Technical WEST ELEVATION Staffing z 5'T"o(L (tD►� Z.r�� `H. SHEET TITLE 1011 31 CpII _---� — — — REUSE OF DOCUMEN5 O _ This document, 2nd the ides and Incorporwed gns t Instlrument of professkxull service, is the property of Ruben Eversion SOUTH E L E VAT I O N Associates uW Is n« to br used, In 1 whole,or in put,for any other prtr -- lett without tfle written authoriza- tion of Nnben Evemon Associates. CROBERT EVENSON A550CIAM 2 2 REVISIONS � SII' � rlptlo HC TOILET Date Descn Ikjr, IK T�6 VW, I - A LI 4Cv4 r,000`IZ_� I 1i I I N SI;'1 - - -� � - - _ JOB NUMBER 2d - N ---moi - - ------- - -- - =AT Z r j1 ' 1 It1�It-L W /d'x�ll 1. 4 �• , I W/8 x � L ,�1.�-� SCALE ___ __- � - --,}� �° - 6L, ✓LIC , 4111-11 ,11.1-1, �ILL OVERLAY CODE HC TOILET NORTH. ELEVAT;ON SHEET NUMBER I/4 I' �' — oil 68th Avenin, 1?75o - - BUP 95-0500,51T 95-0046 50119 If this police appears dearer Ih,ui the document, the Jocuiucnt is of ntnrkin,il qu,ll:,y, 4X jk�I-IIIIJ�I I�! �k� �� # ,. ��:� ��i�IlIl��l� rl�llll�ilili I .rl��IlI�Il�� • I!I!1lI�IlIlI i I� Il�lI�Il�ll III�IIiI►l�l� �#��#'��,��!_:' #��_--._ `� t��1�J� 1 tIIII IIIIIIIIIIIIIII►illllllt hililllllinlluul►IIIIIIIIIulllnnillillllnlunlu�linnilm Ililll!tl IIIIiInNtt� ,f 1 'til tt►e,st I -- _ _ _Robert Evenson Associates ' r Architects AIA 7.1 - -- - ' i Archneciure ' Planning t ' 00, , ,, ► p , O ^Q p , Imennr Space Planning 1 1,1 510 V u'T tlyd Avr 001, PunlanJ,Oregon 972051 F r% 503 221 0890 OFFICE 13 OFFICE 12 OFFICE 11 OFFICE 10 OFFICE 9 TESTING RECORDS BOOKKEEPING OUT-SALES E 601% • ELEVATION OF OFFICES LOOKING NORTH ELEVATION OF OFFICES LOOKING NORTH /AOR1t1�ND, OREGONy ZF OF PROJECT NAME e3,iii -r- dr KooriNJ6 - _-- --_ - __ ----- _-_ -_-_.�_ _____�-- .-_-_ - - _-_.___ _ __ -- ---_--,� �.�� t '�P � F L`t'h1 b CT'�6) Cascade R2 iZoof- _ 11 ,1a rJ I e Z-01'O. --- �1tL�r-0P izocr-i 0& 5US 8G� II�SvI� _ Technical 1 x4 1151 tai N6 d vx F` ,YW a (T�) - I51*�,' P• —^ - - IL _ --- - - ----- Staffin 2x-4c 10110,61 sl} p C-L&,P,76iur- Ur — -- - - - -- -� ---------- LA Z4�{ A 6.5' Cori{�, !'� - _ _ _ -- , . Z�4 e I dol'0'( -AV (SAO 0 777 U0T�, A LL �XTi%�L. AL�Jr'1 , �TorZ��v►J1' w�5�o.�Y1?r,t7 �i 1�1d�LL ? !oil W I I��►2O rel 'f'S T�N1 �A, 5 I r��. (t o�' I f�{ �1.i,_ h L , - TTF, l=LoorZ �N�I,L. N�u� I �r�� o I , blt. JOT'✓ ill�P�1u� �.. ��_ a- N � 2'C�CI (o' 016, , 02 55t M. >� • � I I�l� -�-- N 3 2 hTL e •5 e, 11 x -GAr� 4 � •v�L I ' 1(0 SHEET TITLE �. k2 G Dk FL-%T"W n ,ZIIL,I-2x Rr-A o l 2xGo G�llo''tjtc: . o '''i' BUILDING SECTION A-A \ II I II s ! oFf1T" 1/4 - o w/MTLiF*1� � gyp, `' � Zx d- i Co''OIC. , ltEl1SE OF t>ocUMtM'S N ` This document, and the Iclests and )C 2• �� deigns incorporated herein, as an Z/r0 6� G�,�i Z I i� — \ I instrument pof Raari Evens n Z(� 6 A , 41115� N --1 A the es uWY r x to bi E�eruon Asxxiates and is not to be used, In f whole,or in pan,for any other pro- Jett without the written authoriza- ' tion u( Pntxrt Evcnxxt Associates. �,��M t •5ra � 9 ORDeERT EWNSON ASSOCuTIES Fr_o I rr 0 i �JWL 6L {7 \ Q N I I REVISIONS Date J 1 L wirjn'w�°r�E�i Z�I� &41 1p Lf__1/1 � ItJhl)L, FAL , - TYI�, �tJ.N,o�) 6` I NSUL, �OT-t-, -_-- --- - ---- ---- _ _ — — LSV. � �- �l, K/clo K_ _ 21 -o 'I •V 1�•S g x e- 71-0 1' I-IU llIrl lz_ + � I L �,t - - ---- , AL161J I�I tJ r,49VAI - I x� T ��', r, - --- --� _ 1 21 ;,AO 7" 1 - - - �lt Hb6Wr5 �5I cel X16 I - 6l_AVEk, 0 i '2jE,A 6, -5 FLASH . _— - _77 =� - JOS NUMBER ATE -__-- IN I W.,V rl _ _\ sCA L E Ntlt�• W �� TH 5 � A�ln TO F3E OVERLAY CODE WALL SECTION WALL SECTION EAST ELEVATION SHEET NUMBER li :_ 1 ,i � tl _ I_ ,I I, ►� _ � - �, li 69111 Avenue, 12750 6UP 95-0500,SIT 95.0046 I 6 of 19 if 'Ais police appeal's cle;u•er than the document, the document is of ma t-ginalC =- � �� _ I I I I � ► I I � -- � III .._"'R'' � III{IF � IIII Ii{if.,.l IINI{III Iiill{IIIIIIIIIIIIIIIIIIIIIiI iIHIIIIIIIIIIIII{{ IIiII{IUIIIIIIIIiIIIIIIIitllll!I!Iiilililnli�ir imli�t{ i{{{In taerat ;rb U F goc_f 10 6, T0 $1�, ?F AF�FFRQAD If H 0 LE -1-H 0 Lrr it Robert -,I FL'y W 0 NAt Evensoi I Associates &e4L6 L.\j 1 ITII AAL- f�,[L$7-H * ribri- 0 Architects AIA 51kf5ALIZUL mflH N* C1_ Arcillif-clure FM f��I`L PI'Anfling F71 FT A10 IZQJ��Jfjbe, Q�, C: Imerior Space Plamiw)4 tole- , c�')0FP1-0jtTVJ/ "EcuKk, I -To 7- W I M, G hAX, 1 ff I F1�6 510 N W Third Ave Portland,Oregon 972V9 503 121 01390 X11-oil _I D ROOF DRAIN 1-I&ITKAL, jN U_ R-V.v1Q 13,gAe-1 W:, W ITHIQ .41 OP F-KOM RT sIq NSON BRACING @ SUSPENDED CEILING MKILAND, OREGON 0 r,5, ( T__ e?t7 x PROJECT NAME FAI�Wtj, H Uz;�oj) ix4T4G r Cascade 15 .0 PL-, �L�IIrT. UP Zro��-IN(V01- 1116t Technical tSH1"Hb 'x.l - �14 1 e-vx FI-Y Vj r,.-) R -rjoN 2/*7 FI:T r� 0I 7JI e 21-0110, 61 F0K_ Orl-,6 6rF 11°' =r� 'K1 LT_ o5 L)L Staf f ing ,c,r2x E -r u r r-00 7_,u I L F 1 04:� LAP VT __4T4 Wat,1. FEEL 51�/1'9�l 4GP-L,-"t�1 Zoc P LT 1 P rZoo F I Nkc-,7 &Y'r rw 1�1/41''&L.)k FLS W P� (T4.() 2 Xb 71b14�12 11, e; j I --- 1 >Q 2,K&G I&''0, $[2 To o F,4,IZAper ro lb 61-rF,$0 x I HI(A SHEET TITLE �ecnoo 2/ 7 Fort- Qore;q L t'y WALL- I H 0 T-f,- A U_ Ei X TtP 0 fZ- �J U_ 0-) z REUSE OF DOCUMEN-n r-)_ywr,-), This document, xW the ideas and 6 f:�,'OOF- I Q,�FUL, SH&LI, (Zh�01'0,6- designs inmrporxed herein, as an instrument of profmikyul service, ► ?E_1 Orz, Llb5�5 ri P3ATr I is the property of Raxm Even3on Msmixes aM is rxx wed, in who le,tx in pan,for any(xher pro-- Q lea withow the "tteii authoriza. N/ W�ULI tion d When Everuon Associates. reL- N/Afl�"LIE-V 'DROBERr EvENsoN AssocLATEs H,rj , e_)-ro OVW-tOW r-" 00 P ZA I IJ� Z REVISIONS • AfSOVF_ jC_P0F' Date Description 0 0 Z/1 T. OVEa-L()lAj OFZA I -7 F-OV, NICW7 4 J� F 21' c:M�C) L 1;5,)C_7 * m0112TuKk, 4116uL jo T JOB NUMBER DATE SCALE OVERLAY CODE WALL SECTION WALL SECTION ROOF PLAN SHEET NUMBER I II- _ 7 68th Avenue, 12750 8LJP 95-0500,SIT 91, ()o46 7 o 19 If (his !Iolice appears clearel. 111,111 the dor,iment, (lie ukeument is of 111.11-gill.11 (111,1i; .;Y. � L�III�l ,1 �a� il�Lu t,�, .�l�l+l�l�i+l 1�1�1�1+1�I+I ! I�I�!�I+I�iJ1 I I�I�I�III�i�I I I�I��lil�I�! I lil�l�►I1��1 (l!�Iil,iiCi�F 4 #�141�i�1�1 ft 14 SHEAR WALLS �� _---- Robert - b \ SW-A Use 1/2" plywood sheathing with #8d's at 6 & 12 for exterior wails and SW-C Use one layer of 1/2" plywood sheathing with 8d's at 4 & 12" o/c for the �_ �, I N (� It .�j �jN� Evenson �\ 1/2" dia, anchor bolts at 72" o/c. center wall running in the north / south direction and 1/2" dia. anchor bolts at '5 Associates 12" o/c with a double 2x plate, project AB's 4.5". NAND � �� SW-i3 Use one layer of S/g� gypsum wallboard with r-.J coolers at 7" o/c for the �W - 12- A50VL, center wall running in the east / west direction and 1/2" dia. anchor bolts at 72" Uplift anchorage provid%;d by wall continuations and corners except at each `J N - ti -- o/c. end of the center sher.r wall running in the north / south direction. N � Architects AIA :2-X� e ��1 U - 315 If x 12' 01C- r �.j/3 - I�d = 3780 # CA, M P - 4 OZ- I ;?X.4 Afcl lecture HD-1 Use Simpson HD-5A with 5/8" dia. A.8 embedded 12" and projecting Plrr"�l"R Ini('iujr Spice Plarnui.K • O Q, 510 N VI'Third Ave — CJ Purtliml,Oregon 97209 )N:-1 �/Cv �o(z- 1211 �Yp, �D. _ S03 2210890 Abd Ir 1 , bit s►�1 - . (ox (o (ox(- (o IZ sal- x- —_—_ 16\ A x x 4 x 8D 1VI'� FRAMING DETAIL S T S mn -1 — k I Z C4. �' ....; Ile 11 RT CA 10, OREGON AJ- 1 Z!'O I(,o4 TI{I�'Li 3 PROJECT NAME -- _ tx Cascade �x� _ � x� 4X6 Technical Staffing VIP 0 NT� c� V FRAMING DETAIL � I,r It o - ��/ (p 4 x 8 2 x Co 2 x Co lnl A\U-- x (� X _ 8 (Ax8 _ 1'2X 4' 7, SHEET TITLE W 4x(v 3 �� 'CXIx v - 3 Q � ��,�— -- To(� eprp Iq )K\ I Z Axa — �- • REUSE �C docuunwnt Ththe and -- �j &-signs Incorporated herein, as an II 2�,J II I-I t� C�t-t Instrument of professional service, 5/ X J e2 I +I' - f �J GO n is the pmgerty of Uxn Everson w/ AI�i71TIL rb�IT' I _ �k 8 �K� Xg �x � Associates and Is rot to bt used. In ,45 —` letw , tin part,for any cher prv- � w7thoout the w�rttt-n auttwrira- -.. A OVl Af�Vf✓ Gr✓I U Wter, u< 16otsert Evers�xt As �a��. cFOBEKr EVWSON ASSOCIATES 3 REVISIONS - '? FRAMING DETAIL Date Description 11/011 I_ 1, \ (oxl? X12 (0x12 �SI �'1r •� Fob. I H rL w RAP , r `��d - -- - ` ----- - x 60 x I Z `�.x 8 \ r3Ar-I� ►�0`1 � ,g JOB NUMBER � 0 DATE t Jo�), Z4 , I SCALE ROOF FRAMING PLAN OVERLAY CODE � I I II SPIFFY NUMBERFRAMING DETAIL I I It I I �l I (AlCAp! A•! 68th Avenue, 12750 13UP 95-0500-51T 95-0048 9 of 19 If this notice ;appears dearer 11),111 the document, the document is of wargin,tl quat;ty. �I�I�I j t iJ.1 }�4 1.�t 1 ,l l lll�l�l�l� fi�l�l�l�lll�l 1 i�III�III�fJI I I�I�I�I�IIIII ( i�l�lll�l�lll ( IIIIIII�I�I�i . 1�1�111.�I�L�1 �# I^ # I�IIII� (Illlllllfl�Ifli I�lili�ii ;;iii��. il- 1 i 1{it�It(Ilfl(Illlli (I(IlilUli(IIIIIIIII 1111111111lIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII►ijIllllllllfllllllllllllllllllllllllllill IItIlilt III4111) Ifll til Kilt - STRUCTURAL NOTES -Robert E.venson - - - - - - Associates GENEFAL WOOD FRAMING 1. These notes set mI1111nUrTl S . .lards for construction. The drawings govern over the Structural 1. All lumber species and grads to be as follows; Architects AIA Notes to the extent shown. a. Joists, bearns and stringers..............Douglas Fir #2 12. Contractor shall verify ail dimensions and conditions on drawings and in field, Coordinate 6" nom. and greater beams and stringers..Douglas Fir #1 locations of openings through floors, roofs arid walls with architectural, mechanical and electrical plans. Notify Roger McGarrigle, P.E. (Engineer) of any discrepancies, b. Bucks, blocking, bridging & misc.........Doug. Fir or Hem 3, Contractor shall provide all necessary temporaArchitecturery support prior to completion of vertical and Fir #3 lateral load systems. Engineer has not been retained to provide any services related to job site C. 2 X 4 studs..............................Doug, Fir "studs" or "std" & better ln(rrior space Planning safety precautions, or to review the means, methods, techniques, sequences, or procedures for d. 2 X t, studs & larger.....................Douglas Fir #2 the contractor to perforin work. Unl-ss we are specifically retained and compensated to do otherwise, our work is limited to the design of work described on our drawings for this project. e. Sills. ledgers, plates, etc. embedded 4. Where reference is made to ASIA AISC, ACI or other standards the latest issue shall apply, in or in contact with concrete,.,........Pres. treated Doug. Fir #2 SIO v %A'Third Avr 8. Inspection and/or job supervision Is not provided by Engineer. f. Posts................ Portend,Oregon 91209 ....................C1�uglas Fir #1 6. All work shall be in st,ict compliance with the Uniform Building Code as amended by the State 2, Roof, floor and wall sheathing to 5e APA rated sheathing, Exposure I, conforming to APA 503 221 ORvo of Oregon and all other state and !ocal building requirements that apply. Performance Standard PS 1-83 and to IC60 NER-108. See drawings for required thickness of _ 7. Design Cilterla: sheathing and/or span rating. Install roof and floor sheathing with long dimension, perpendicular D 1� a. Basic Roof Live Lorid......25 #/s ft. to supports and stagger end -olnts unless noted otherwise In drawings). Uses spacer tool to q� PP gg J ( P � (C� b. Floor Live Load...........100 #/sq, ft. provide 1/8" end and edge joints, including tongue and groove joints. Install 2 X 4 or thicker •``-� �� C. Wind......................USC 80 mph Exposure E3 blocking at unsupported joints In wall sheathing. Block roof or floor sheathing where noted on .. q pelsmlc...................7.ony 3 drawings. L` Seismic E ism 8. Mechanical a ui mant, mechanical and sprinkler piping larger-than 2" diameter or any other 3. Framing anchors, joist hangers, post caps, etc. to be "Simpson" or approved equal. Items producing a hanger or support load of over 50# shall be hung by a system approved by 4. All bolt heads and nuts bearing on wood to be prcv!,-�ed with a washer. PORTUrlO, OREGON ' Engineer. Any hanger or support producing a load over 200# shall have additional framing 5. All nailing to be per Table 25C of the l,.B.C.' Nails called for on the drawings are to be common Installed to transfer these loads to the main structural beams or wall unless otherwise approved. nalls. 9. These drawings have been prepared solely for use in the construction of Cascade Technical 6. Cutting and notching of Joists not allowed. 1" diameter hole may be drilled in the center 1/3 of � C 0F U Staffing's Office Building. Possession of these drawings does not grant a license to construct or the member depth. All other holes to be approved. fabricate the whole, or parts of this project in other locations. 7. Studs may be notched in the lower 1/5 of the height of stud for electric and plumbing pipes, but F� 10. In performing our professional services, Englneer has only used that degree of care and skill no part of the notch is to be deeper than 25% of width of stud. Holes of diameters up to 1/3 of PROJECT NAME ordinarily exercised under similar project 6rcumstances by members of the profession in this width of stud may be drilled in stud. local. No other warranty, either expressed or implied, is made in connection with our rendering 8, All laminated beams to be Douglas Fir with Fb = 24 ksi per AITC 117 specification. of professional services. Combination 24F - V4 for simple span beams, all others 24F - V8. Laminated columns to be any Cascade combination symbo! and grade with Fc = 1500 psi minimum and E = 1,800,000 psi minimum. SITE WORK g p 9 Apgpee:ance grade tobe Industrial, unless oti orwise noted on drawings. AITC certificate n c 1. Remove all organic material and topsoil from under the building or under paved areas, required. Use water-proof glue. a 2. Proof roll under the building and paved areas prior to placing base rock or structural fill, unless weather or soil conditions are adverse. Where weather or soil conditions are adverse, provide WOOD CHORD PLYWOOD WEB JOISTS S t of f i n special inspection and notify Engineer prior to excavation work. Remove all soft material and 1. All joists (TJi's) shall be manufactured and designed by Trus Joist Corporation or a prior g replace with compacted (95% AASHTO T-180) crushed rock, approved joist manufacturer to the following load requirements: 3. Fill material to consist of a granular material or under drI, non-freezing weather conditions properly moisture controlled clean site material may be used. Place fill in lifts riot to exceed 8" Roof Joists: and compact to 95% density (AASHTO T-180) under footings, under paved areas and under a. 25 psf live load (snow) + drifting floor slabs. Submit proposed granular material to Engineer for review prior to placement. b. 10 psf dead load top chord 4. Base -naterial immediately under slab to be 6" layer of compacted crushed rock. C. 5 psf dead load bottom chord 8. Place 8" layer of compacted crushed rock unser all footings prior to placing footing forms or d. Allowable increase in wood member stresses due to duration of loading - 15% maximum reinforcing. e. Uplift as specified in U.B.C. FOUNDATIONS 2. All bridging, bearing hardware, blocking, hangers, etc., that connect to the joists shall be per 1. Solis sampling, testing, and evaluation have not been performed for this site. A soil bearing Trus Joist Corporation standard d,?tails, pressure of 1500 pounds per square foot has been, assumed for design. However, actual site conditions and construction means and methods may result in unsuitable soft bearing 3. Joist erector shall exercise extreme care during erection of joists to prevent the joists from conditions. Contractor to over excavate as required to ;provide sound, undisturbed native soil buckling laterally. Use spreader bars for lifting joists and provide lateral bracing as necessary. , under the entire building prior to placing compacted fills and/or forms, reinforcing, and concrete. Remove any damaged joist from the job site. Do not attempt to reinforc© damaged joists. 2. All footings to bear on firm, undisturbed soil or approved compacted fill ininlmum 12" below final grade. Notify Engineer before proceeding if any unusual conditions are encountered in the 4. Shop drawings shall be submitted and stamped by an engineer registered in the State of footing excavations. Oregon. 3. Do not excavate closer than 2:1 slope below footing excavations. 4. Clean all footing excavations of loose material by hand, 5. The joist manufacturer is to inspect all joists after they have been erected and floor and/or roof SHEET TITLE 5. Excavations may be made under continuous footings for pipes providing backfill Is compacted sheathing, bridging, blocking, etc., has been installed. Manufacturer to submit certificate to to a minimum density of 95% (AASHTO T-180), Engineer that the inspection was made and that joists are in acceptable condition and meet the manufacturer's design and installation requirements. CONCRETE 1, Strength: Minimum concrete strength, as determined by job cast, lab cured cylinders, to be STRUCTURAL_ & KSC✓=LL4NEOUS STEEL 3000 psi at 28 days plus increase depending on the ready mix supplier's standard deviation as specified In ACI 318-77. 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. 2, (Duality: Minimum mix requirements: 2. All steel to be A36 except as noted. .3. All welds to be made by Certified Welders to AWS Standards with E70XX electrodes. a. Cement content per yard: 5 sacks except slabs on grade to be 5-1/2 sacks. b. Slump: 2 to 4 inches for all slabs, footings, walls, and other. Deviation from design 4. Baits to be A307, unless noted otherwise. Provide standard plate washers under all bon heads slump +1/2" to -1". If greater slump is required for placement, submit mix design with and nuts in contact with wood. 5. All structural tubing to be ASTM A500 Grade B. Fy = 46 ksi. Increased water reducing admix and providing awater/ cement ratio not greater than 459'0. 6, All light gauge steel 16 gauge and heavier shall be formed from steel of ASTM A570 Grade D C. Air entrainment: 4% to 6% for all iterior and exterior slabs, and concrete to be exposed with Fy = 50 ksi. Light go ige steel 18 gauge and lighter shall be formed from ASTM A611 to the weather. Grade C with Fy = 37 ksi. Detail and fabricate light gauge steal per AISI Standards. REUSE OF DOCUMENTS d. Water reducing admix (Pollyheed or Deracem-55 at the rate of 6 ounces per 100 pounds .7• Do not oversize drilled or punched holes with buming torch. This docunxnt, 2nd the Idem and of cement, or as required to provide a water/ cement ratio not greater than 45%) for all designs Incorpcxxed herein as an hwrurneru of proifmik)nal wrvke, slabs on grads, walks, columns, and walls. SHOP DRAWING_q Is the property of Fkbert Evenson 3. Plact-, and cure all concrete per ACI codes and standards. Provide proposed slab on grade kwxI cs and is not to t* used, In curing procedure to Engineer for review prior to placing concrete for slab. Provide shop drawings for all structural products delivered to the project. Shop drawings are to be whole,or In part,roe any«her pro- prepared by, and bear the stamp of an Oregon licensed engineer (product engineer). Such drawings feet without the written 3whorin. 4. Provide control joints in all interior slabs on grade at 15'-0" o.c. each way maximum unlessioc otherwise shown on plans. Provide heavy (3/4" minimum depth) tooled joints at 1s'-0" otos In all shall certify that the drawings have not deviated from the Engineer's design in any way, yr shall call to ao®Ea E�so�iv�s�<<��. the attention of Engineer that the product engineer has deviated from the Engineer's design drawings. exterior walks and slabs. 5. Sleeve3, pipes or conduits of aluminum shall not be embedded In structural concrete unless Such deviation may be cause for rejecting the shop drawings. REVI IOK S effectively coated. Date DWYrc:r(Rt.lUrl REINFORCING 1. All reinforcing steel to be ASTM A.615 Grade 60, except ties, stirrups, and dowels to masonry to be Grade 40. 2. Fabricate and Install reinforcing steel according to the "Manual of Standard Practice foo Detailinc, Reinforced Concrete Structures" ACI Standard 315. 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing in w►slla purl f-zings at all corners and Intersections. JOB NUMBER - C,V, z.0 SCALE OVERLAY CODE SHEET NUMBER r .�. 8A fApr,ApE ASP RAthAvenue, 12750 ' - -----T r3UF'95-0500. SIT 95-0046 got 19 If this 11olice appclu•s cle;u•cr (11;111 the document, the document is of 111al-;incl r�jlJl11111111 1-�11 .1 i� �lfi�I�I�I�I �i�l�i(I�I�I I T�i�Ij��j.�� I�I�I�I��I � ��i�i��i�� i�I�I�I�i�iII CD _..� 0 '1111111111111101 fill 14 1 j Ili1{f01 IIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIUIIiIII IIIIIIIIIIIIIIIli11111111111111111I11111111111111 Ilglllll 11111111111111�f11`1 tit ) 1111111 flllfltl Robert Evenson Associates Architects AIA Archiieoure Planning Interior Space Planning 510*q%,Third Ave Penland,Oregon 97209 503 221 0890 OE� OF, 03 Oa. - D BC 0 T YENSON A PO CREGGN A A A OF 013 elo LA- _] O f3 0- PROJECT NAME A A A 11A OIL- OE5 50 Cascade 0 E� C- Technical op, E�o Staf f ing 110 p 7-r) 0 A A 7A 1A A 00 RECEPTION DESK WEST A 11 L I A R T SHEET TITLE 1 LA 00 cl- 0 A Al [W A- 0 L F- P. wr-- DQ REUSE OF DOCUMENT'S Tbb document, and the Ide-as and r, Lm Z A0 (ksigns Incorporated here!n, is an p[ inmr-urnetu of profmsional wr-Ace, Is the property of PkAvrt Evenson Associates and is not to It* um-d, In L 4le who .or In part,for any other prn,- kea withow the written ;kutho;iza. tion of Robert Evenson Associates. GROBEKT EVENSON ASSOCIATES It REVISIONS 4 A Date Description RECEPTION DESK NORTH 2 3x L 1 (7;,1-1 Ts G H T 45 A 2 Jr 0 JOB NUMBER LA ri DATE SCALE REFLECTIVE CEILING PLAN WITH LIGHT FIXTURES INDICATED OVERLAY CODE RECEPTION DESK EASTHi1l.GSHEET NUMBER CAICAD" AA- 68th Avqnue, 12750 t3Up 95-03()0,SIT 195-0046 10 of 19 If this 11olice appears clearer (11,111 the document, (lie document is of' marginal I IT Is Is _1 t Door Schadule Door Types Room Finish Schedule -� _ Robert _ Frame _ Door Floor North Wall South Wall East Wall West Wall Ceiling Evenson - Room t Base — 9 H t Remarks • No . Slxa Mat'! n Type Hardware Detail Remarks -Fin Mat'l Fin - 9 Matti Fin Mat'l Fin 'Mat'l Fin Mat'l Fin Mat'I Fin Mat'I Fin 9 Associates H,ti FIE N, 1/(,i,.., �1", A !2" N F� H� TH _ HaLr2 - 4' 1 - r3f -5 - � Y �_t�P rz�� Pf�n PT" 6r1' r�r�, ('T', c� P -- 2 _ -- -- - -- -- — Architects A ------ IT I �C� ��• — — PT; I p �1 _.� -- —. ( �' is �\��✓I I I C./Iv I ! I I I I (I I 1 11 l7Y I.�.n7. , ( I I ! Architraure -- _. Planning 1 interior Space Planning 3 x II II II II rel-FcU7 oFTICZ V K. �� I ( I I I I I I T I�J� �� 510 N W Third Ave ' II I I Portland,Oregon 97209 563 2110890 ° X � "� � �g v.,i1 ��p I►J i ► I I I I_� ►I � I I I I ;I II /` J-D A , I , Fiii `c — _ g 3°x C-) _ - WL? vj n --- 7 II I I i II I II 8 Rt EVENSON PO TWID, 0 NEGON ( F5 PROJECT NAME prl ocJ I I I I I I I I 11 I I I I I I I I I I I I I I -1:2. =�°K &= ______ _� � 1 _. .__ - I ( - - I� - ---� ! �,� - _ til ��r��►� 11 II II 1 I II II II it + I it Cascade fl I�OfII _ _. -.. - I I Techlnical � , I - _ __ __ -!j--_... -----I I___ _____I-)..._.._ _.._.. . L.. _ .... ., 1._.. ... � I I I I I I I I I I I —, °o o _T--- - lift, «___-._ _ ff - _._ . Ii2►� i-I I.�H N� TN�5 Mous ._e - _ L� , t1� �T", - I� %��P'11 R�o�. l'IzAM(r• i��C.a _ �� I s=Uc�. t3 os= s�a;_a - G I'! T� �Y�r�r� �r I + �, -� �o� -+ . �� -�' ►��.u,s S t of f a n g LUKlu-1 i60� c-AKr2, SUsr1. I I I I I I I ( I I I I I I I I I I G L�. I I I Ij II I I � a�FIG� 8 II I I II--_ -- I I I I j l II I I 11 I I I I 11 a - 17 x� I I II I I ! ► h 1�1 �, �YP�v, �' �,�, I ! I ! 1 I j i I I i I I ► I _-.4° �-I I�N , r �.I o I I j I I I -- --._.__. _ ____ _ _ _.__. 6 yl , LArI, ln1 .1 N�,GoT- �Jb�-TN � -- ____.__ I I I l � I ► I -�, . - _- ----- --�-- �._ - - -- �,o r°l�rJ H63 I 1 I I I ( I ( I I I I I i I j I( I I- I 1 I I I I r_1a�-r-• SoLm-► Nkl� I II BOX( fIr - IIS sip, �To�� 1 ! 1 ! _:_ .:_ -I ► 6r� ��, - - I - I I PTO 2� " I'IG� I I I I I ( I I I I I I I I I I I ► I I I I I I ( SHEET TITLE 22 { 2 II II I I I I I - I OLP d I C L L-52- I I I I J I ! I I I ! I I I I 652I,1 2 p� 26x (oa I I ^= tl 1 1 _�►_ b I'2lr)U. a 1�� I Co 11 I I I I I I I I I I I I 6Yp�b IST I I I _ I I •`� — r REUSE OF DOCUMEN'T'S E I e c t r i c a i Schedule i 1 Tt'b document, and the Idzas and Electrical Symbols Plumbing Schedule designs lncogxxwed herein, as an Irwrument of profasal(-nal service, Is the Evenwin No Description Manufacturer Number Remarks r° n - p � d � hctociates and Is not :o bk used, In Description Manufacturer Number Fittings Remarks )ea wi hma the ten a her pro- No e� c Ipt�o Manufacturer Number Remarks No Descri tion g wh whole,or ar .cyan awhorlro_ ilon ur Robert Even" Ast xWes. A 2x4 fes. �t,UOR• I-ITNONIA 2PNt 3 G 64 321.-p IA TFC X32 , OWBF.RT EVENSON ASSOCIAM REVISIONS Date Description 8 lo �6' I H4'gAP' U THO-J O% 9- (P A 6- W41, � 30 � — - 2/I Cv Iioo r - 11 I� G IRp I7� 2 I� Z i . IC' M� N G A%*r #415 PU A [I-rHPN1A Wq'14 HGra1L'r-1- Poo R_ n' � l�� 1.., �G°NC's' V I �iA -._.__ GPS 4o5d/r'T w �17v I�= N IGt•+T Ultlil;T - Co -q l5'fM 5 0c I T Si 6 N [AM 471 t, rVANI- Y UGNr Fr�N1,441,�!$�) P�a0•P5 ,M5.04 ZNoI-re W/TSS J06 NUMBER SCALE OVERLAY CODE SHEET NUMBER 10 68th Avenue, 12750 „_ BUP 950500,SIT 95.0046 — -- ---- i 11 o!19 If this nolick appears clearer Chau the document, the document is of nts,rginal tInaI:;Y. I IIIII( 1I 41ttllf { te�jl 1401 11111111111(111li 1'11111111111J1 . 1111111111;11 111111+1(11111 111111111. 10 I1I! 1�11�.,I1l111I-! 24X CDe1 t I r ti " , �Illri i��l� t,�ir�; f ,� ►;I,t�iFl►�.�1ltirhnl IInl�tnlIllllnnll►ninnlnlllrn IrIIi,IIIUIIIIu+IIIIIIInIIIInIInnlunl�+Illnlflul111IIIlIIII �rnlml i�Irinrilll,�li�l �i � �► " nll�n Robert - I'LAN'I' Evensolz LIS'.h � Associates 011ANTITY OTANICAL NAIVE SIZE/CONDITION REMARKS COMMON NAME .� �� 13 Abelia x Edward Goucher 15-18" B&B Space ct, 3 1/2' o.c. � /� \ Architects AIA- ---- Edward Goucher Abelra / \ 3 L IT`T L1:L,>✓L�F LINLt-� 10 Acer circinatum 5-6' B"&B Multisternmed clumps. e �--'_- t`�T�1NL,► LSiz-Qx�M/t-'.�• �a — ----j ---- - -�-- --- Vine Maple - Arrt,elcclure 203 Arctosta h llos uva-ursi var. Massachusetts gal, can 36" o.c, maximums acin Quantity tt p - P Y P Q Y �1�Q . . - � `�dN Jc�S� }-Iyl!�`� Plinnln� Massachusetts variety Kinnikinnick noted each location in o ° a ` '- - -- Interior Space PlenMn —♦ !' - I, �,- ;"-'ate- --- -- — �-�-.� a — r e � • �' • o � P R -- spinus- frons-Fentaine---- —7 8= R--- -- � _. -Fran 3 Cornus sencea isanth 15-18" B&B ° f � 510 N W7herd Ave Isanti Red-Osier Dogwood rl r Portland.Oregon 97201) 10 Erica darleyensis var. Furzey Ral can ,j< 503-121-0890 Furzey Mediterranean Heath �vy-►�= ��-1 10 + ' �- r �V 7 Fraxinus oxycarpa Raywood 2." caliper B&B Stake. L"> A /LSFLV CynCJC-}- F` 1.t1 ; }• -1 Raywuod Ash 106 Gaultherin shallop gal can 36" o.c. maximum spacin . Quantity T Sala1 noted each location in �1✓T d .�l�t-1 `►tel-�o Ate-+ r _. - 1l Hydrangea quercifolia 15-18" B&B Space Q 4' o.c. C-4 �P. - •, J f 'r Oakleaf Hydrangea '�. , 18 Ilex x aquipernyi San Jose 5 gal. can Space @4 1/2' o.c. 0_�T`-'' I `�- -` San Jose Holly 19 Ilex crenata Hellen 12-15" 13&I3 Space Q 30" o.c. Ileller's Japanese I folly - S Picea pungens glauca globcsa 12-15" B&B I ( 1��,-1'C' 0�-�C�©!-1 w • O.�► - M r l PROJECT NAME Dwarf Globe Colorado Blue Spruce I I f)�,1�6.6,V-4 Picea pungens var. Moerheimii 5-6' B&B Stake. _^ T _ Moerheim Colorado Blue Spnrce �IaM l7 -Ld 2 e L 10 Polystichum munitum 2 gal can �jc t� c- o� v�-► yy{ +. ,�,1-� Western Swordfern - �. / ° C AS C A D S 1 Pyracantha koidzumii Victory 18-2.4" B&B 5 Victory Pyracantha TECHNICAL 3 Pyracantha x Ruby Mound 5 gal can Ruby Mound Pyracantha 5 Rhododendron Jean Marie de Monta a 15-18" B&B Jean Marie de Montague Rhododendron -�- � f - ,- _ - ; . ,; STAFFING 10 Rhododendron Ramapo 12-15" B&B Ramapo Rhododendron 8 Sarcococca hookeriana humilis gal can Smal! Himalayan Sarcococca _ _ \/I 1 Taxus x media Browni: 18-24"sp. B&B - ° • c `- Brown's J An to iP Yew + , ?fi __ - I 8 6 Taxus x media Hicksii 18-24 - - " B&B d � '. ` --� � � 5 `�i � ��-C�Ot--1 + 'o r Hick's AnF�lojap Yew t e f ` ! •., - - 3 Tiiia cordata 1 1/2" caliper B&B Stake. J -- Littleleaf Linden ® VV: /,7 1 7 1 • • + SHEET TITLE � r PLANTING SPECIFICATIONS SPECIFICATIONS ° ° 1 1. GUARANTEE Guarantee all plant material from time of final acceptance for one full year. Provide the Owner with a written guarantee that all _ v I• FLA plants not in a healthy and vigorous condition at the end of the r �� I� r • guarantee period will be replaced in accordance with these documents except for damage or loss due to vandalism. ' 2. TOPSOIL Stockpile and reuse Qn-Site natural, friable, loam, free of roots of _ L noxious weeds and free of sticks, rocks, roots and other debris. ► �� s Provide topsoil to a lightly compacted minimum depth of 9" in all r planting beds. r 3. PLANT Meet requirements of U.S.A. Standards for Nursery Stock, current MATERIALS edition, American Association of Nurserymen. Conform to - + i 0 REUSE OF QOCUMENTi nomenclature of Standardized Plant Names, 1973 edition, orVDI, p - Qr» I C � Tt,b docverx, and r!x kseis and deeOgns rncogx"ed hcrcln, as an normally accepted names in nursery trade if not included therein. �� 41 �-,&NA lrwruffwo of protwkyul ,erv►n. All plant material shall be healthy, well branched and rooted, full T• is the property d Pkk-e t Evenson foliaged, and free from disease, injury, insects, and weeds. No 1 ► • ILl HT—, . 1 .11iPo�-1 ' �^��, Auole,or n tT n« to et er p �- Tom—' Whole,or In�nrt,tvr am cher pro- root-bound container plants accepted. !M wtdxxx dx w•Tfiien 2orhorin- 4. SOIL Remove rock mortar brick concrete nebbish debris and harmful rkxr d Robert Evefdon Atuxtum Ouoaea EVU,!" AssocuTO PREPARATION materials from all planting areas. I =. • �� At planting beds mix and pulverize the following materials to a 1 t REVISIONS minimum depth of 6 to 7 inches in specified topsoil: I �-•__ ---- - / Date Description -3 inches of (.rarden Care" or other approved compost -20 lbs. inorganic 5-10-10 fertilizer per 1000 square feet. �' - •0c �'� J v v - -20 lbs. sulphate of ammonia per 1000 square feet Grade to assure free surface drainage. Planting beds shall slope at \ ' • • , + t � �� ".; + v` ° + .r -� i 3/4" per foot, minimum. Provide grade 2 1/2" below bordering �. + - �� " - ' o 3 + a, I walks and other surfaces to allow for placement of mulch. - 5. PLANTING Planting holes shall be a minimum of twice the size of the root ball. Locate plants accurately to positions shown on plan. Space ground covers evenly. f '1 , t f ° e • - _-�� Backfill with a mixture of one part compost and two parts excavated topsoil. / When hole is nearly filled, thoroughly soak soil before cotople(ing planting. 6 f^1n0,Nr` "�' f it r (o �/I N �b f�L - •' 6. MULCi IING Mulch all planting areas with 2 1/2" of medium grind cornpos;ed '`` . "F`'1` r' l -- - -- T(�1��. --- --TrcL-ne-� �--- �I yard debris within 2 days of planting each area. --:-z 1�'=re%m+•c _ U 6 7. STAKING Stake and tie each tree noted on list with two 7. x 2 x 8 Douglas Ty'rK rOu�uk urar�� T24-4orx�� M r -oN fir stakes stained dark brown, set r., roximateiy 2 1/2 feet into •-cr,,.�r«A,.,,, Ar r ,ry, �� r--TTA CAITO ��p� � �� W. r I �-Mf ��`� �� ?� Yw A-' -�- grouno, plumb, with tops level. Tie with "Chainloclk" tree ties. Vi*=-r - \ r �h�► t /v P F.,�•rrt,cs.•.�+•rT r�+cr-t•+��.��►r.nwc 8. CLEANUP Maintain site in a neat and orderly condition, reasonably free frons ter-, ��r �•,.�r- �T��,�r�r.. � /vow�5 t��p.�t.-��I lr YI'�►=NUM accumulation of debris, equipment and surplus materials. �`�"r (e�� „,A - ---- - - --- -- — JOB NUMBER Coordinate work with operations of Owner. `� Provide complete cleanup of debris resulting from landscape work + :' l:t' NOTE I -:alb;, � DAT 2. P- at completion of project. ,. r.,x t , , ;N' c r 9. MAINTENANCE Maintain lnntin until final written acceptance. Kee beds weed l 1 ' t tIIICt f `. BASED ON THE RECENT RECOMMENDATION OF MR. DELWAYNE I`� t J P B P P l ll1M l�11 OIF111.1I .i, I RASSf CERTIFIED ARBORIST, ALL OF THE EXISTING TREES SCALE free and well watered. _ zx pf�,•�.c��_ si��*v � � INDICATED ON THE SURVEY PLAN (PAGE 2) WILL BE REMOVED; 4 CONTRARY TO WHAT 1S SHOWN ON THIS LANDSCAPE PLAN, WHICH WAS PREPARED EARLIER. THE BUILDING HAS BEEN OVERLAY CODE 'TREE PLANTING DETAIL MOVED SLIGHTLY, TO ACCOMMODATE REQUIRED SIGHT LINES, . _ AND AS SUCH THE LANDSCAPE LAYOUT AS SHOWN WILL BE SHEET NUMBER MODIFIED IN THE FIELD, ONLY SLIGHTLY, TO ACCOMMODATE 68th Avenue, 1a75o THESE CHANGES. Andrew N. Dice, Landscape Architect ••� ©UP 95-o5oo,SIT 95-0046 — -- 921 S.W. Morrison, Suite s4$, Portland, Oregon 97205 (503) 223-$692 12 of 19If this notice :app,;urs the docurnerrf, fire document is of maughi tl ctuar:,y. 1111i��1111 ti� 4 1 , t�l_1 . I'V11Jill 111121111l1 1111 124X �1�1I - '�11111111111i�1�i If111f� � � i•. .. �• 1�ilt�llll tlll(nll 'tllillllllllnllllllltnllln 111111111 IIIIIIInt1111�111111111111111nIIlllllllnlllnllnlllllll�llnllnl 11t11i1�;1lnt�lA1 l�ri� � �1 Ffftlltl t 631 2'M' WOLLI2011' 2MIc 20' Lo1-f1muq' OLcpral( J T GNB -'TCG' (J I.1 2Ccib '� �_C-1,.JT .GC . � � Vl I� . 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E�.FYC?CX•1 V2?C�CTYlp1 � n<gxwl( >u 6ec.crxw awn�1I� �. Ilsl�.��L"11�0 T,�. L°1(�,�.,Imo, x. t } j Vrxxrxa ucx to K ^*«l,cc uI* N N R " txc txcJ, of wV"I ,rA4"W u ^I Iv„inu.c.ul q bu-*"carol rcuyc,c' jl qca ftu� wr oclxx�W Ixas r"l rot ru U • l .l. :�J►1 3 U 1v rl gov'UK1-W au4 ryc K?c" R U-l'. s"rq 1fF112E O6 DOCnVIEW2 ETa 211-11"U'l, 0*A 113 30 ] I � I i V 100-ry 0.?�. c�J 30 rc� F .. ISO o•e2 Q 30 LD .. 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NyWE rE C E.uD - - I OSSUU tars 1 I • ?0?-TTI•C><1M1 `uultlut('O,c11nu a)T03 - I I 110NANI)tl"9W-C i tI 1utc11O" ?bVCc l,lruulul! 61luumv � W c(,Itcun,o: I • I I r T� iVI.C(J11rc1'� Vly � �.nruzo�l JSO P G r.f 66th Avenue,12750 9UP 95-0500,SIT 95-0046 13 of 19 If Olk police appeors clearer (holo Ilse i d0culnelt(, (lie documen( is of Illargillal qual;ty. f�llllili�� .��a-�t��.� �{41�� i��i�i�i��; fill��`i�i�� ir��1��+�� ►� I,i�i��l�l�i � ��i�l�l1i�i i�l;i��i�� -��i1�'{il�� : = � :=- .. -=�� '�iiill�n �i�illi�l 1u111tiy � i sNi►tlII��I!1� lili��i�1�i11nllllmllllilllcillln 1ie11nnllurfini iliillin�i11111IIIIlliillllulllllnlii ` trin I>i $4 0 u r DII KEYNOTES Robert - _Evenson 0 Contractor to Field Locate & Verify I o2 - Associates Invert Elevation of Utility Prior to • .�...,_ On-Site Utility Construction. \ I II , /iV ji!�RNl�lL7 G�r �•' -...� --. 5-t7 O I I I 1 I.}.. �,.r, .� Z! a" Contact Architect with Any Changes from Plan. _-,� __-- - -.-- - -----. ----- - _-_-- __ _ c��'II, - _ Architects AIA _ _ alta. JL. T—EECHNICAL •STAFFINGr W 1" Domestic Water Meter GO�t�- M tai SF 25 � H16H LI 6H,r 7L� Archleecture • • ' ' . • • . . • 1� Q Backflow Device for Irrigation —_ w/ �.ra4 W. His �I'rrllt� 1 Planning Inlenor Space Planning G Contractor to Obtain Permits from Tualatin Valley Water District for t - \ .� 510 Y%X'Third Ave PuruanJ,Oregon 97109 Connection to Their "12" M lin. 503-221-0890 Do No, Connect to City ui Tigard 12" \ -� �rlppc- C01`7#41 $_.'i-•10 CA, MESH +0-0• CRKWAYJ• MIN. '— ',Y LINE IDI \9-- o °1 -o Transmission•Water Line. I '� I CURB—nCHT BUILDING INFORMATION AND COD[: ANALYSIS \ 1I I �Lz�� Z ' - T V�Eiii,ISDN i L I MARK'$ , . CO TIRA ON \ `IDEA1LK WITH PLANT ., I /� / 1< ` .\ ` FORT w If • • ,, IN I( / I �rrD, ORE01 I • cuRe JOINTS '1. P OJECT/LOCATION Cascade Technical Staffing Office Building ` r 1 / - NE Corner of SW 65th and Hampton 1 - e < _� �V L G qE of cuae - City Case File SDR 95'OU20 1 , _ O I ( �, � 5 NIIH GI-WiN LINK- s F� w vINYI. SATS 6 7'-6-MIN. S 0 1 —O-MA%, ?0-0 MAX. � E'ROJF.CT NAME 2. APPLICABLE BUILDING CODE 1993 Oregon Structural Specialty Code �I1 5r5 ' PLAN ' d;\ (� 3. SEISMIC ZONE 3 - — —" — -- _ -- — �-f \ Cascade � 1 c�l.p I I Technical ,ISE EXISTING DPAI610 N JOINt B-2 (Office Building) \ \ v 10 I / olNi''Wcur AND PLACE colo 4. OCCUPANCY GROUP � I ��L �r0 - �zi� � ��, � I/2- EXPOSURE 1 " I t _ - LL II To hlptl;LtS 1 /fie' 5. Cf`�15TRUCTIC?N TYPE Type 5 (VN) Unprotected/Unsprinklered G S AVl � GJ 0 C/ // St of f i n H C• - A�Eb5 A 15 LIE:, g 4 _ - LU , — ICSEE �, , z) R � o `•�I n�� StiA PSK. ELEVATION B-B - 6. ALLOWABLE FLOOR AREA QO RIM 1'3 I �� L �� C 1 X104 ( V�AA Ac:1,�75 B-2 Office s,000 sq. ft Q I \ �� T=� 1 �Y 6-•6-•IO G,A, MESH I _ I rI-I/2' AeevT BASE I AX• 7. ACTUAL FLOOR AREA Approx. 4,748 sq ft. f.- hAX 5f 1 � '� ' 1�2 I AMAX. 139: 00 �WI STREET _1 , Cr Ica.- �0 2• OF 3/4'-0 CRAAL BASE —� a ECT }N A-A _ NOTES: 1. COr:CRETE SHALL HAVE A MINIMUM BREAKING .STRENGTH OF 4000 P.S.I. I. M I ' I \ AFTER 28 DAYS. --1__� I Iz I! 2. CIiRB JOINT SHALL 9E A TROWELED JOINT WITH A MINIMUM 1/2" — I W R^OIUS ALONG BACK OF CURB. J. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED MATERIAL. CEDAR OR APPROVED EOUAL, EXTENOINC FROM N I I ' I \ \ SHEET TITLE TOP OF BASE TO FINISHED GRADE. z LL I 4. FOR ORNEWAYS 24' WIDE OR GREATER, CONCRETE TO BE INCREASED DON ,A I Q TO T DEPTH, S. r'WSH WITH BROOM AND EDGE ALL JOINTS. 6. WEEPHOLES NOT TO BE PLACED IN wING. 7. IF CURBING IS BEING REMOvED TO INSTALL A ORNEWAY AND THE CUTTER J (� I (f n� SI4CULO BECOME SEPARATED FROM THE ORMNG SURFACE IN EXCESS OF t/16•. V THEN THE GUTTER SHALL ALSO BE REMOvED AND REPLACED. z I 1 \ a STANDARD COMMERCIAL DRIVEWAY z + �I►� �� 1 IoZ."2 6 7 112 � I I REUSE OF DOCUME.'VT'S I , 1 Q � � � 1 ' � I - I •• 1 Thu document, and the IJcu and •.,IN �` I , —�- I ` erein, as an Irwrument of p(WemhorLa wrvice, -.:R L'.�iC%•l ST,EET R,W � 1� � � � � is the preper•Ty of WAbert Evenson I . ^• ",, I I ' ' / �\ I Auacixes anJ s not to be uxd, In 1 �'L'I 1 I l \ 31 whole,or in pan,for ony ether pn>. :OR CCLLE:'CR TNO AFTEnIAU I I I 1 O 1� \ �' —"' - y \ tion of Robert Eveer )n Assn ilee& CURB JOINT _ i4- 1 ---- I\ \ 1 r \ / f t .— I O LJ ONOBERT EVE4SAN A`SSOCIAM (SEE NOTE 4)\I _ ;OOCCK ROA , _. r / � .�— _ — — _ _ REV IONS LI 0 .EE ';OTE S v,cvuryum CASE) 896.0020 �21G7 I G_O' I Dat IS Description COMPACTED SU2GRAOE Q —" ' PARca nhrJeW S 1J00 E C1q' 1 ` Ej• - O L NOTE ArAl,tayOTTO ACAIl "N' •Gsca4Y 7RJKNcaI BraftlnO/Farnlndei I = SIDE'WALK �OJA(,E�I� T TO '',I R I tV lol R/W I I9 0 N, a' ,.nN 4' ,ARI � 6- 1 I I � — — _ � M _ 1 PIPE DIA. "D'" 2' THICK, 3,�0f=,sj GRAY IRON, 4 4� E) HEAVY DUTY CAST IRON GRATE, 0 42. SEE NOTE 5 . I �-2 - - I 8' 44" I � \ 2. FiX �ST"• S I I�WALK -----� �C� c _ / _ RO,ap %�:T'. I RIM ELEVATION 5TO0� �J p�� fl 777-7-7-- , AN MAN HOLZ- L- 2" OF 3/4--0 ROCK q uIt ' L `�`� ter._, .'COMPACTED SUBGRAOE �' DETAlL51 SWT. 2 Rtr 'j 3QE'NALK AWAY FROM CUPS �n 15 14.7 G5P 5/�N _ A+`rwx� A.,.,-.��pL� , - m _ 5 5 ri= 0.02(00 G' -- --- NOTES: - t75 E INVERT CI1f Y 00 TIWO 1. CONCRETE SHALL HAVE A O�IiJIMUM COMPRESSIVE STRENGTH SEE PLAN 1 _ / — T' •• •• ••• OF 4000 P.S.I. AT 28 DAYS. SLUMP RANGE OF 1 -1/2- TO J C:L TRAP I-LITH 4' i� al ..... " •......... ...........�.. . ( Qt3f+t'gll�ty AptiPtaVr`�+ t 2. PANELS TO bE 5 FEET LONG. \ -- CLEANOUT PLUG Fbt HCl �' ! ��L�r��tr� r!•FCtitlaC�i�' JOB NUMBER `— --- --� S. W. HAMPTON STREET ��tt,rt.�; �N ...................................`... :.:.�'�; 3. EXPANSION JOINTS TO 9E PLACED AT SIDES OF DRIVEWAY 24" �ttTl�i1 .......... ................ ..........I...... {. APPROaCHFS, UTILITY `/pUIT;, WHEELCHAIR RAMPS. AND AT � e pRAT\E/ !� (�I _ SPACING Tarr TO EMCEED 45, FEET. NOT-. - A- CATCH BASIN Tp BE coNSTf?UCTFS OF Iia GAl1GE {?riINI1•NM) STEEL Revised Site Coverapp•e Calculatiorl`� are as follows. ,I�� `lrt3t�, """°�"� J "" "'�"" �......-' a FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE WITH ALL JOINTS WELDED. ('ATCH 3ASIN CAN BE ROUND OR SQUARE. t7 SAME TIME AS THE CUR8, THE JOINT BETWEEN THEM SHALL B- CALK PIPE TO CALKING ;-IUB, ► _ _ L / �f SCALE I BE A TROWELED JOINT WITH A MIN, 1/2 INCH RADIUS. C- SET CATCH BASIN ON 6" THICK COMPACThD CRUSHED ROCK CR SAND BASE. ap�' -•' ._,-•'..•-_.- _,.•.. 5. SIDEWALK SHALL HAVE A MIN. ' r41CKNESS OF 6 INCHES IF IT D- 5ACKFILL�AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. BUll(.1ing = 41264 sf (28.5/CJ) ( �� 5.,,� , r, OVERLAY CODE IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE E- C�RIL.L. 3- I DLA, HOLES IN TOP OF BASIN EACH SIDE. SITE PLAN �� SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. - SEE DRAWING NO. 205. Paved Parking Walks = 6,216 sf (41.57o) 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF Landscaping 4,500 sf' (30. %pl It SIDEWALK WITH .T' CIA. PLASTIC PIPE AT 2 SLOPE. I' g — \ / / I _� I I � p�'i-H SHEET NUMBER CONTRACTION JOINT TO BE PLACED OVER PIPE. STAND,4RD C,,TCH BASIN 0 7 FINISH WITH BROOM AND EDGE ALL JOINTS. -"CIV91"1`j I/2" = II-0' TOTAL SITE ' 14,9$0 sf (100°0) 1 " " 12750 ' r,A90ApF. AAf 68th Avenue, pUp g5 0500,SIT 95.0046 14 of 19 If thi., notice n1111esu's clelu'ei, Man the doctimenl, the document is of marginal qusl';ty. ` �Illlll�l IIItll } w 1� �111�111��1 r��llll�lllll I1�1�>I111�l1r1� Iltllllllllll I ►llllll�lllll . Illllil��I!II j*Ail 01 . l� ��l:�ll $4 14 is 11 17 I' Ilnil �itilr�f��1t�� " i�•� � .� _. Iqi l'ftil�ltl 1fn�1v'nptlli1111111111nIIItnIlnll11u111n Inlln,lllllrinlllllnllllllnllll�nlnlllllllllllllrllllnlllln 1lnliil Inllllti `��i`l� 24X 5�.. - 1 I I 1629 Robert �N n PT V/1. , e FO 5/1*PC IREDhvenson - OCR 9UW? �� 01, 104 %,, D(P1W�N'O.�,A9SOC.• NOTES : Associates _ I SN gzoed N89• 1 , LOCATION OF ELEVATION SHORN AS OR NO1EP OTHERWISE I y 59t 30.E 99.98 a' \•� +\o� N 2. ELEVATIONS ARE ASSUMED. Architects AIA I TRO FD*/APC PC IR \ 3. 'THERE ARE NUMEROUS UTILITIES CROSSING THE PROPERTY WHICH I A53 'PARI! tl 990C.' --- NMAY BE COVERED BY AN EASEMENT, I l HELD Iw?zoEa I \ 0 Archl(rcture I �� ,o"a'1 -•� o PIannInit I I i'� ! In(edor Spic, PlannlnR �� 28 101 i ( 510 N.W.T'hlyd Ave. ;Lis EROSION CONTROL MEASURES 503.221- aregOF,972U9 5D3.21I.OA90 I EROSION :N 0L PLAN - STANOARO NOTE:, _ RECJMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS (FROM TECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 199A) I A. APPROVAI. Ui TH'S FROg:W lSLOIMEaIA qON :.f Y.IRQI (ErW) IRAN DOTS I I NOT CONSTII.TE AN AF'NU,IA: 0: Pf;/MAN(\' RUA:: OR DRAINAGE ✓ DESIGN (E.C, SIZE AND LOCATION Or AOA,^,S. PIPES. REStRICTORS. ( ( CHANNELS RETENTIOn FACILITIES, UTILITIES. ETC.) [(1 I 8. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, ^•\.,\✓'J p r RI&4OFF "ITER WITH SED1311ED[T MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESI: F'_LTER FADRIC MATERIAL. 34' WME ROLLS L7 1 S fN�s1N FACILITIES 15 THE RESPONSIBILIry or THE APPLICANT/CONTRACTOR STAMM OR WIRE RINGS TO ATTAr-H FADRZC (.+.RAVIa. 07 Ml?I, 0briH) UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND IB' MT?1. VEGETATION/LANDSCAPING IS ESTABLISHED. r x r x u GA. s•RRS � PO NO. OREGON . I -.+ ,• 8 'pA►.,I.AA''''Aa „ C, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL _ FADRIC OF EC7LIIY• V �� • J L:�' 1„9i'AHf• • ,'a,F fl BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING �1 t�q,, p, �• THE CONSTRUCTION PERIOD, KO DISn,R NCE BEYOND THE ({�r9 _ _ j,�i' L• ,' FI•GGEO CLEARING LIMITS SHALL BE PERMITTED INC'FLACGNC . \" R `� \� '�•• SHALL BC ••"NTAINED BY TH[ APPLICANT/CONIRACIDR FON ME DURA*,..v OF CONSTRUCTION. v�•'+:S.�,G•C),•. p. THE ESC FACIunE$ SHOWN ON THIS PLAN Mu_t BE CONSTRUCTED IN '{Y,•��:.•�;��•„?FF.. I �$WDALiT LLD7£ IAFSo-I ,1ZTN fILTt7i ' t v y,y•i ( CONJUNCTION YNM ALL ANO GRAZING ACTIVITIES, Ai10 IN 4'•.. 1•'' '•L••' ' PAEWM ON TOP SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LAOCN h >�;'�l %:}':':1':•i;': ' );::: ;.. O WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, fYi VIOLATE I pI*;.Ir,,f,+nt(,•i'in•' •'- �fi•' 23 24 FILTERED APPLICABLE WATER 6JANDAROS. $ ,.:.. ` ;..�; .:fi,:":'`r. h: PROJECT NAME Q • -- ' WATER E. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM Th A1\ .�\ �\ �\ .� �\/� ✓. �► \ 9 ° REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. OURINC THE I I I �e CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPCRAOED AS 9"• o I B NEEDED FOR UNEXPECTED SIORM EVCNTS AND TO INSURE THAT SEDIMENT ' -,._ ___--__ _. +s! 17 I ��\ ' INLET BARRIER ANO SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. Y 'T� , 1��----^^- '”� -r r-•-- \CQ' i I„ r> �� • C:V92•-21 I(i s r� r. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE _ I^t� d'I MAX. J �J APPIICANI/CONTgALTOR AND MAINTAINED AS NECESSARY TO II-SURE ' CASCADE 1 1 1 THEIR CONTINUED FLING TI()r/1NG. I I ' G. THE ESC FACILITIES ON INACTIV_ SITES SHALL BE INSPECTED AND L DY 4' 1..1000 PozTS, L • G MAINTAINED A VINIMUM Or ONCE A MONTH OR WITHIN ME 2A HOURS ' 1� 20 I O I ci ��V 1 FOLLOWING A STORM EVENT. STANDARD OR DETTER OR I N 0 _ EOLJAL ALIVO" E: STM. TECHNICAL H. AT NO TIME SHALL MORE THAN ONE FOOL OF SEDIMENT BE ALLOWED TO PENCE POSTS \ �.O ACCUMULATE WITHIN A tRAPPCO CAICH,RASIN. ALL CATCH W-94S AND CONVEYANCE LINES SHALL BE :;LEANED PRIOR TO PAVINC. V BLit/ THE CLEANING OPERA'ION SHALL NOT FLU,,H SEDIMENT-LADEN Y'- WATER INTO ME DOWNSTREAM.SYSTEM .I 1'T'vO�� .Aa I. STABILIZED CCNSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 7 6Y 7 BY 14 CA. WIRE STAFFING s,p�, �CP P `dOp .kms BCGINNING QF CONSTRUCTION AND MAINiMNEO FOR THE DURATION OF FA6RIG OR EOlIV. O E/• d ,�V ,-,1 TME PROACT. ODIr1ONAL MEASURES MAY 8E REOU+REO TO INSURE I ° 22 -`\� 1"' v �� S d• ►;ado.r). THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE -^ -• `� •yam I i �1 L I \\\`N`VV ",:a do Mf.a dP A PROJECT.' FILTER FABRSG h pF ' F 21 c `'a� v' oq��'A'o• STANDARD NOTES FOR SEDIMENT FENCES: MATERIAL- . ,ado A.LY:B d I 15my eOTTOM O1= W "T.ado .1 FILTER MATET.ZAL /� �'' 1. THE FILTER FABRIC SMALL BE P'JRCHASED IN A CDNnNUOUS ROLL CUT • \ _ a E,a. 8 tH a 6Y L7 TRENCH I� ' dO ►' TO THE LENGTH OF HE BARRIER TO AVOID USE Or JOINT$, WHEN \ ,DINTS ARE NECESSARY, CILTER CLOTH SHALL 9E SPLICED TOCEIMER coL�Io RADDA a 2• WLN. ON',Y A' n SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND C BDIM ENDS SECURELY FASTENED TO THE POST OR OVERLAP 2' X 2' rt O �...CJ1N :'rI7 RlY'1 O1Z d' L(�, P051j APIO ATTACH AS SHOWN ON DETAIL SHEET 0^'2. 1$I 2. THE FILTER rA6R,C FENCE SHALL 8E INSTALLED TO FOLLOW TI4E V SIJ�GR•A� QOF�C�1A�17 CCATOURS WHERE FEASIBLE. TMEFENC! POSTS SMALL BE SP E(TIYACED W 1�' O GCOT ,E• AS R&QUERED PROyme PULL.I-IMTH F O � MAXIMUM Or 6 FEET APART AND DRIVEN SCCURELY INTO TME GROVNO A I �• D<RESS/E(2RESS AREA MINIMUM OF 24 INCHES. • 1 I ( J THE FILTER FA9RIC SHA,,, '-Av A tAINIMUM VEIITIC4- 9URIAL CF h • , INCHE ALL :XCAVATCC NA'[PI-AL 'ROM %q";I FABRIC FENCE - I •^/) n GRAVEL ENTRANC_ E C)ETAIL NSTAKAT'ON j"ALL 9E °ACKr'..Er. .•:- -^.'oAr �o AIONC 1.1 _ • 19 L O O 2 1 / I I �9z-.;j r • STANDARD OR HEAVY :V:Y -TER -ABRIC FEN Y iMALL MAV[ SEDIMENT FENCE 1 4 2� -1 l 2 3 ST tCFECTlIREO $TITCH C F!Nt X 'DST INS1AlI AhDN I $TITCHtO '.(:OPS' SIAL: Fi: IN$'A4Lu. :)N L. .:P H-l.. :R)L IRI. �rl',•'�•-•h I/.4' 7 1,-%:, SLOPED ARLA I S. FILTER FAERIC FENCES SHALL 6E REMOvCD WHEN THEY HAVE xNvED THEIR USEFUL PURPOSE, BUT NOT BEFORE L OPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6 FILTER FABRIC FENCES SHALL BE INSPECTED APPLICANT/CONTRACTOR IMMEDIATELY Ar TLR CACn RAINi ALL ANC At I A O I ?Y 1 `4�• 9� -LEAST DAILY RURING PROLuNCEO AAIWAL_ ANY REOUIRED'RCPAIRS Alf13 I 'SHALL BE MAO,. IMMEDIATELY SHEET TITLE LE GEAD a FOUND UONLIAENT AS SHOWN I o / I FOUND BRASS SCREW WITH BRASS WASHEI MAMEO;TOP 4• PVC RISF.H 0 'W.B. WELLS 8 ASSOC.- SET ON APRIL 17, 1995 I O FOUND 5/8' IRON ROO WITH YELLOW PLATIC CAP WARXEC I 1 EXISTING TREES to be REMOVED FD FOUND WELLS B Assoc. 114C.' SET ON APa,t 17, 1995 IR IRON ROD . •o 10 % NO, 01AAETER CROWN i I/ WITH YPC YELLOW PLASTIC CAP 12' . 3• 6.1O•- TC TOP OF CURB 4 B• (CLLWP OF 4) 10' $11 SIDEWALI( _ 5 8• 10' 0® CATCH BASIN I RE[1SE OF DOCUMEN-S l I 7 8• 15' i < FIRE HYDRANT Thb and the athe kkat -M 1 8 6' 15'- • WATER VALVE de3igne Wcorpaxed nemm. as skn 1 9 8' 15' SS STREET SIGN 1 103 10 10' 15, irwn,tnent d praksRional ,ernce, 2 I 11 6• 10' PPT W/L POWER/TELEPHONE POLE WITH LIGHT Is the proplem d Aubert Evenson H 12 6' 10' OH U OVERHEAD UTILITY LINE Awxixea tun! Is not to b!(:sed,in 13 6' 10' w vie,or In part,kx any other pro- I 14 I B• 20' [• ••••• GUY WIRE ANCHOR Teel wWwxrt the written authori�- q7C TR TELEPHONE RISER J 8 d1•'� 1s 's• io' 1 NoeExr tvamom AmocLau I , ° _ _`'"--\ ICI I1 24' 35' UT UNOE,Q(7i0UtID TELEPHONE LINE * I a(-A•ss 3 ]a B, is, UP UNOERCRouND POWER LINE 19 20 30• SO' —S— SANITARY SETTER LINE �`�• ,�r�' _ ® 21 IB' 30' OECIDUOU3 TREE REVISIONS U1 -^ - - ...... . . .. . _ 22 I6• ,. °� -- ...` - �� 23 9' i s' Date Description UT• _ 24 8• 12' SCALE: 1' a10' �. / , RAW �*`� IL BORE � N89.58'30•E 99 - - est- - - - - Ur — - - - _ 25 16• 20 � c?' o 531 RAW �� d � 91 DEVALK 9TOFN SETTER XAt1NOLE -- /�• ,� � P 1111111,97.13 FLO* L I NE•93.33 I L ,�L+'�� °� �1'�1 ,+ °+\ �➢ ye IE IN N1, Ad IE IN N. vuiIE IN E. 1 IE OUT S. RIAa9733 - - - - - - - - - - - - - - - S FLOW LINE,-91.63 - - - - - - - - - -- - - - - - - - - - 81 IE IN N. - - - - - - - - - - SCALEI I ' -10' So IE IN E. 02.48 e' IE OUT S. VAIER LINE ( 91•' �� a°A o0 9%• �• �0y DES1oNED_ RESOLVED: RLR TOPOGRAPHIC SURVEY DRAYM DTM CHECKED : RLR FOR GR1 GSDY CONSTRUCT': JOB NUMBER ON I I DATE A/,o//s SITUATED IN TILS N.E. 1/4 OF ,SECTION 1 , T 7 .S, R 1 W. , IV.M. SCALE 1"- 10' �-�••-- S • HAMPTON ST . COUNTY OF 11ASIIINGTON, STATE OF OREGON DATE 60' WIDE r1LE NO. : ,s-DRe +� REGISTERED PROFESSIONAL LAND SURVEYOR SCALE - - D . )YELLS AND �ssoc�A�ts INC . REVISION �,�� - 7o-a, I No. DATE DESCRIPTION OVERLAY CODE SURVEYORS/ENGINEERS/PLANNERS — OREGON 4230 N.E . FREMONT STREET JULY 13, i9ei PORTLAND, OREGON 97213 RANDY 21. ROHNER 07 SHEET NUMBER PHONE ( 503 ) 284-5896 FAX ( 503 ) 284-8530 EXPIRES 12-31-96 — — 68th Avenue, 12,150 13UF 95-0500,SIT 95 0046 15 of 19 II' this police :111imll's clew rel. (11;111 the document, the document is of mat•Xitial qu:1';,y. ;11f11i(1I i I i {'ILggj�► } .r� . Ijl;�lll III�III f 11 1I 1I({1{1 I iT It II Ii(I I("(iI II II II(I II I i ! IIIIIIII,I II l I ililili(►1�1i ��,,�I l:.1� 11-i��_. : 1i1i10*1 i0llAT*6 24X �I:� "' +.� s,:�,'�al._],��.".`.�,'n11�,�'a�.��7z°h5{t.':!; „• n'w.�P;c�ureat':ou�se^3:F; � � l:,n:�.. ...I. n. .•f aI„a.a�.i I • • 111 I I w� f Robert � , Evenson PLANT LIST - - - - Associates QUANTITY BOTANICALNAkTF SILE/CONDITION REl•1ARKS COn11\1(1N Nr11llE / AI'ChIICCIS AIA 13 Abelia x Edward Goucher 15-18" B&B Space @ 3 1/2' o.c. Edward Goucher Abelia - i 10 Acer circinatum 5-6' B"&B Multistenuned clumps. 5-r Vine Maple II f Archhecture i _ -- -:T �...-. _ �� N ��`-� 1 IOI--�� Planning 203 Arctostaphyllos uva-ursi var. Massachusetts gal. Can 36" O.C, n7]XInIUIIl SpaC1n . Quantity •,I� o r - e �� ? o • � � • _ _ Interior Space Planning Massachusetts variety Kinnik.innick noted each location in � . o o a --- --rF G-arpinus-*-Frans-Fontaine'-•___-___.____�---..�a-k=--- BIi�-------IIran�tted,-S :-- -I `, ` •"`• _ " :•� v.•\~ , -tea I:)ik,uu 3 Cornus sericea isantii 15-18" B5t8 tl 510 N W Ihlyd Ave. Z• Isanti Red-Osier Dogwood �-, Ponland,Oregon 97209 10 Erica darieyensis var. Furzey gal can Furzey Mediterranean Heath I �'�N�'•=% A ; ° 7 Fraxinus oxycarpa Raywood 2" caliper B&B Stake. �C;,V�LPv (_ v F-- Raywood Ash 106 Gaultheria shallon gal can 36" o.c. maximum spacin . Quantity q 11 1✓�I s-r Salal noted each location in � ' --e-:) � , 11 Hydrangea quercifolia 15-18" B&B Space @a 4' o.c. Oakleaf Hydrangea 18 11ex x aquipernyi San Jose 5 gal. can Space @a 4 1/2' o.c. San Jose Holly 19 Ilex crenata Hellen 12-15" B&B Space @ 30" o.c. Holler's Tapanese Holly 1 5 Picea pungens glauca globosa 12-15" B&BGA 1-1 r? PROJECT NAME j Dwarf Globe Colorado Blue Spruce v�-�-0�1, -r-14I fl I Picea pungens var. Moerheimii 5-6 B&B Stake. I Moerheim Colorado Blue S nice 4. 10 Polystichum munitum 2 gal can _ CASCAI]f= Western Swordfer n 12-11 C-c 1 Pyracantha koidzumii Victory 18-24" B&B 1 , / TECHNICAL Victory Pyracantha / 3 Pyra:antha x Ruby Mound 5 gal can Ruby Mound Pyracantha ---- -• /j. 5 Rhododendron Jean Marie de Montague 15-18" B&B STAFFING Jean Marie de Montague Rhododendron 1.0 Rhododendron Ramapo 12-15" B&B Ramapo Rhododendron 8 Sarcococca hookeriana humilis gal can Small Himalayan Sarcococca I Taxus x media Brownii 18-24"sp, B&B Brown's Anglojap Yew }9 1 �, * t ._-- { v, , ° 2 �k1�-�-I IU c =-�0 w�• C71�l��Ci 6 Taxus x media Hicksii 18-24" B&B Hick's Anglojap Yew ' `'' .• j J �'' k Z I f2,c,, ,/1/s - 1->r �l�-1 3 Tilia cordata 1 1/2" caliper B&B Stake, I - ° — — '-`• -- - -- `-s 1 e - yell tf;"1� '7t/�.10i=-;�r'�t"--1� iittleleaf Linden I, SHEET TITLE PLANTING SPECIFICATIONS ' 1. GUARANTEE Guarantee all plp nt material from time of final acceptance for one full year. Provide the Owner with a written guarantee that all plants not in a healthy and vigorous condition at the end of the I I I I % v • guarantee period will be re,ilaced in accordance with these i�WN documents except for damage or loss due to vandalism. ' 2. TOPSOIL Stockpile and reuseon-sit e natural, friable, loam, ft-ee of roots of noxious weeds and free of sticks, rocks, roots and other debris. Provide topsoil to a lightly compacted minimum depth of 9" in all f plant ng beds. rIjIV��L--t 1-4t/�/ --�� L d 3. PLANT Meet requirements of U.S.A. Standards for Nursery Stock, current l D lS�= ' �.�,��I�-� � �` NTS MATERIALS edition American Association of Nurserymen. Conform to * ' �` -� REUSE OF DA the k -as i Y � ° This cicxurrxrx. znd the kkas and nomenclature of Standardized Plant Names, 1973 edition, or I C�O1 da�gnt 1,,.orpor-ared hercln, as in normally accepted names in nursery trade if not included therein. /-� i-P->t.�H,5 ��t-1'ri�1N� �-� -N i-av-1m d •"t ,crvs�e, All plant material shall be healthy, well branched and rooted, full r i • - }� is the property d PVxn Everoon LLG ' .�L1PG� .f . msoctics and is not to bt uxd,to foliaged, and frce from disease, injury, insects, and weeds. No o- o • , v �1-1-� whole,tx In part,Fur any other pro• root-bound container plants accepted. ' r'milza- kxi d a�otwn1tEK written A ism 4. SOIL Remove rock,mortar, brick, concrete, rubbish,debris and harmful ' 1 PREPARATION materials from all planting areas. I �ibBEiQ �� _ z ° At planting beds mix and pulverize the following materials to a • ,\ 1 t' REVISIONS minima n depth of 6 to 7 inches i,: specified topsoil: f I - - Date DescrlpHAn -3 inches of"Garden Care" or other approved compost ; " *I r - - - . + - ?� 1<A.(•,�-rl ��=p-C��1�R- 1�=�:��r�1 � Ii -q 17 -20 lbs. inorganic 5-10-1C fertiliser per 1000 square feet. ,� • - o • 20 lbs. sulphate of ammonia per 1000 square feet + �, , .• y" z! tom Grade to assure free surface drainage. Planting bras shall slope at \ �M *; + -� _ +-�'\� o 4 1 \ 8 3/4" per foot minimum. Provide grade 2 1/2" below bordering - - walks and other surfaces to allow for placement of mulch. ��, •_ ' 4 o * s 5. PLANTING Planting ltolp: shall be a minimum of twice the size of the root ball. --v� ' l + `,- - ` ' l + - Locate piants accurately to positions shown on plan. Spate ground - --- - . + covers evenly. + 1 : ''f 'T . e • T e Backfill with a mixture of one part compost and two parts excavated topsoil. When hole is nearly filled, thoroughly soak soil before completing plantini;. ,:� ,�,rr�r t-., f � 6. MULCHING Mulch all plant' iF* areas with 2 1/2" of medium grind composted Tt ,'-_�''1 P4 (��N r (p °�/I i� ;v� F'L -=rico✓-nc� yard debris within 2 days of planting each area. ___,.Z"rI=ce! W-c 1 I;p VO4*V-. t)BoWN FtJ1') 7. STAKING Stake and tie each tree noted on list with two 2" x 2" x 8' Douglas /4 H�1�f TO% -4 �T fir stake: stained dark brown, set approximately 2 1/2 feet into f-er \ ground, pl.inib, with tops level. Tic with "Chainlock" tree '.ics. �o ,YT�• 8. CLEANUP Maintain site in a neat and orderly condition, reasonably frr;c from `U'` '�" e°u-r+w�J.arr.nwc •SPP �• •n,A-r ►�►� �•t� �. � ��-��r-,aN.�At._ n��cx.�-r wN� a,�+=� P•.:�� w YI �NUnA accumulation of debris, equipment and surplus materials. 'r , - .I — - JOB NUMBER ' ' Ir•., ��y �_= 'ciCoordinate work with operations of Owner. V„s--V�; I Provide complete cleanup of debt-is resulting from landscape work J NOTE DA f E at completion of protect. - r I i' 'l I ' I” •' I BASED ON THE RECENT REC&AMENDATION OF MR. DELWAYNE 9. MAINTENANCE Maintain planting ul�til final written acceptance. I.eep beds weed � 1�� i I��1l) i��, -" free and well watered. 7x pltil,or 'Pr *v RASSI, CERTIFIED ARBORIST, ALL OF THE EXISTING TRI=ES SCALE INDICATED ON THE SURVEY PLAN (I--'AGE 2) WILL BE REMOVED; ;' -- CONTRARY TO WHAT IS SHOWN ON THIS LANDSCAPE PLAN, WHICH WAS PREPAnED EARLIER. THE BUILDING HAS BEEN OVERLAY CODE ` TREE PLANTM P ETAIL, MOVED SLIGHTLY, TO, ACCOMMODATE REQUIRED SIGHT LINES, { AND AS SUCH THE LANDSCAPE LAYOUT AS SHOWN WILL BE MODIFIED IN THE FIELD, ONLY SLIGHTLY, TO ACCOMMODATE SHEET NUMBER THESE CHANGES. Andrew N. Rice, Landscape Architect •� I 68th Avenue, 12750 --- -- • 921 ;>.W. Morrison, Suite 548, Portland, Oregon 97205 (503) 223-8G92 13.IP 95-0500,SIT 95-004Fi 16 of 19 I If this police ,II)pe,1I-S Clearer 111:111 the decuntent, the document ic of margin,11 qu:ir:ty, {�{I'�{• f ��: -�: �� . .. ��{l�� +�}I�I��I{I{ � t�►li,i�{I{I{ { �If(((I�ilil{ii. i��lili�llill � ;I�liii�ilili 'lilil��l�l� {�l;�l�l��ll,!�1:• �_ _�_ _ 1��.(.��I�I� if I I .L. Rlllfl{ fi�I 11l� 1 �Il�IN{�IIII l{li�l111 illl�Illllflll�lllllllll�llll lllillllliilllJIIIIIllllll11in11111I1i11111lNlIIIii�Iiill,liIi11N I1it�1�11 IIIi�{III iiN ftlN Robert Evenson • .Associates • Architects AIA • Archliecture `— Planning Y III n (P gi !nlcrlor Space Plann{nR . I 510 N.'1P Th I rd M•e. Ponl,nd,Oregon 97249 . S0�•21!•4890 21 .. I y r OREGON U:,LEND PROJECT NAME 1-VC pipe, 3/4" size except where shown larger 4-1 . Lrrigation line, sic as shown, in 3" Schedule 40 sleeve under paving I 0 CASCADE - -+- -�- -�--t--f- 8 strand irrigation control wire I - U ILainbird PE,B, I" electric control valve w/(low control , _ TECHNICAL t STAFFING SPRINKLER HEAD KED' • Symbol Sprinkler Hend GPM on, 11SI M Rainbird 15CST 1.21.@30 `I ❑ 15SST 1.21 @ 30 �, I'{ � _ II�� I►! 3� A U " 15EST 0.61 @ 30 —_.._— ~ 1 " 15TQ 2.78 Q 30 IL --i C� 44 1511 1.85 30 5 1Fj.2 rj,�.M Ck 15T 1.23 @ 30 3 -I_9• vP•M SHEET TITLE i 12. 1 l�•4?M ' 15Q 0.93 Q 30 1L r M 12U 1.30 as 30 { !a " 12Q 0.65 Q 30 t--+ 1011-LA 0.79 'n 30 t L 10Q-LA 0.39.0a 30 fi I • " 311-FLT 0.79.@.30 I y 8Q-FL1' 0.39 a, 30 U ' �` I REUSE OF DOCUMENTS • t I Inon,mcm d prokusorW arrr1ce, ( w� inJ Voer Auben 'IRRIGATION NOTES t �W;��m hw� Q tkm d Robert Evrruun A %mia m ' . _._.. - � •llpeEJQ'EVFl`cSt�i't ASSOGA7Yi 1. Install Schedule 200 PVC pipe supply,line from water meter to valves at I8" depth and for other lines at 12" ��- depth, minimum. Compact all backfill of trenches and guarantee against settlement for a period of one year. — REVISIONS 2. In all locations beside paving and curbs and within groundcover areas of kinnilcinnick and salal, install 12" popup — `-' -----•,r 1 — — --- — I M Date Diterlptlpn sprinkler bodies flush with finish grade. Install shrub spray nozzles on threaded Schcdulc80 risers in all other locations, 12" above finish grade. Keep all heads 8" from building walls or more where shown. ' J 3. Install Itainbird 1" PEI3 electric remote control valves in 12" valve boxes in approximate locations shown, away , • _ .n from entry sign, within groundcover areas and beside bordering larger shrubs so that boxes are as inobtrusive as possibic. , • 4. Verify that static water pressure is 50 PSI minimum. If more than 70 PSI install pressure reducing valve in 10" A round valve box. --.-_ -•.�--_ -� 2 J � -* • _ 3 II . 5. Install backflow prcvcn;er and have tested in accordance with building code. -' • ,.� 6. Provide manual drain valve in 10" round valve box, above 1'cubic foot, minimum, of washed gravel beside backf]ow prcvcntcr. • 7. Install Rainbird ESP-6X, 6 station controller in location directed by Owner-. Coordinate service wiring with Gen. Contractor. Provide valve wiring in Sch:,dule 80 PVC conduit in all exposed locations to 12" below grade. _ 8. In letter to Owner warranty all materials and labor against defect for a period of one year after completion. 'TO �'�'' W,o.�T'1- - M��'fi:•fz JOB NUMBER DATE 22-H SCALE OVERLAY CODE SHEET NUMBER Andrew N. Rise, Landscape Architect 921 S.W. Morrison Suite 548 Portland Ore 223-8692 L�2 66th Avenue, 12750 , , � on 97205 503 g 6UP 95-0500, SIl 85-004F 17 of}9 If this police appe;,+rs clearer 61,111 the document, the document is of marginal qna';;3. IIIA 411tll�t! lt IntC'm ttl�ttl � Itt ►ttt tttt�ttnllJllulillllll�lull�nllnll ItnllnllnN(Illlllnl'IlnlllnllJllllllllnllllnlflnitlllJllln 1111t�111 tttlll�t1 trti rl+c i DEC 27 195 08:49AM VLMK ENGINEERS P. lil n TEC 1U a -• • ,. VAN D©MEI�EN / LOOIJENGA/ Joe� (C-A_ - - • . I MoGARRIGLE / KNAUF cri.rmo Consulting Engineers JOO Na 56P 47 7 sy S 156721 3933 S.W.Kelly Am/Portland,Oregon 97201-4393/(503)222-4453/FAX(503)246-9263 C).. W�' C5 sn.ea Nm 1 1 Sign No. ORPO-6 -ro ,�.T C�c_c.s W AW (IMAcXT 3, Fuu66r-" Cc (f JA i _ (3 .4)(0. 64) , PAMONG WITS-! D,V-V, 'DISABLED PEWT CINL;' _ , 64'afic/ry OF: (v 57,75, �c 0. 0/20 44c- ML.ATORS SU&JEC:T To Tia • <, V a 4 's - 1 TOYMIG UNDER +I ORS M620 ARID FTtE I UP TO $:470 UNDER �`t; j ►y n i ORS 8ILS1 � �6 • i .�=`�`��C�G'��' <�-Xs% 2• I ` - �^ .S�gn Beckgroun d: Sign Legend: HC SIGN I 4 I a , • M 1 fit 110$6-1 Post-It"brand tax transmittal memo 7871 Rom KIM Mc t n1 co. co. (,M KQS 68th Avenue, 12750 �,{ s 68th Avenue,12750 hone" 2 ZZ53 apt, BU 95-0500,SIT 95 USG BUP 95.0500,SIT 95 0046 F": 1� Fa*" 2,48Gj z��j 19 of 19 180(19 " ? Z �j — rJ`t If this notice appears clearer than the document, the document is of marginal quality. 1-'J1j1W1:1111i �� li{t��. � " `� �tu�i11/t�+t►.+�lt�nIIIIIIlIIII! Ilillilll III1I{I!{IIIIIIIIII IgII11111111111111IIIIII111111111IILt111NtIft � + _..,.,, ,,��. I, l ,