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10329 SW CASCADE AVENUE-3 i 53., :. �.a ,,. • :. ;, lYl/�Ia�.%'Rmss�dAa"S rig-:�_•'"TA7[ 5: ,. �'R' _ _. .. .. _ ^T!?nnI1�P^Ma•!!�F''^�7�F�p••'l,Ogrp""`""^"'_. f. ,_. .. ., •.'M,Y 7( i..4,7YZi.:,. �'`�r:fi','arstt�n.,.�' �ig4o, 1v.Y'a�:.ra -. I "AA.. .. ,_,. ,. .,i,... , �� .. ,,..- ... £.,. ,.. ..:.,'w`1 , .,. J �.., ,"af"tt (i `$'i 1",A" '99Yf - +Ic°I =5'F'.�!ft+r t .a: p.e�}!._ ,{n,r,,.,•...-,r_..., ... :. ,.., • r R r M , y •v pS oi , DID t _ _ VICINITY MAP ! - _ o • t--�_ awarrm CINTiER class Soilless- CWWTAW • ,��t � ..� _'�`—`�.� /� � �� ---raw� I m PROJECT SITE t CONCEPTUAL AERIAL PERSPECTIVE REFER TO PLANS AND ELEVAT'ONS FOR CURRENT INFORMATION BUILDING 2 PROJECT DIRECTORY DRAWING INDEX ABBREVIATIONS PROJECT , INFORMATION OCGUPANCY GRCIJP: E0 A.B. ANCHOR BOLT F.E.C. FIRE EXTINGUISHER CABINET PLAM PLASTIC LAMINATE LEGAL: LOCATED M THE NW 1/4 OF SECTION 35, TIS, RIW, 1991 UNIFOR I BUILDING CODE AMENDED BY STATE OF OREGON IlYn. CONSTRUCTION TYPE: III-N,FJLLY SPRINKLERED OWNrR: ARCHITECTURAL ABN9R ABBREVIATION FIN. FINISH PWD PLYWOOD WM,CITY OF TIGARD,WASHINGTON COUNTY,OREGON PINNACLE INVESTORS, L.L.C. AG AIR CONDITIONING FF. FINt:�NED FLOOR PR PAIR BUILDING I ALLOWABLE AREA CALL: 1022 SW SALMON SUITE 450 Al COVER SHEET a AD. AREA DRAIN FLUOR. FLUORE6CEINT Few PARAPET ZONE: C•G BASIC ALLCAUABLE AREA: 120?JO GSF. i ADJIJATABLE FO. PUPINISWE , BY OWNER Pr PRESSURE TREATED OCCUPANCY Gf�GtJP: B2 PORTLAND OREGON 97205 AFL ABOVE FLOOR LINE FOD FACE OF BRICK ADDECi dTORIES INCREASE: NA (503) 221-7258 A2 BUILDING 1 FLOOR PLAN ACG. afaGREGATE FOC FACE OF CONCRETE QT. CLARRY TILE USE= GErIERAL RETAIL SALES CONSTRUCTION TYPE: III-N,FULLY SPRINKLERED TOTAL: 1200PJ GSF. (503) 222-4053 FAX AJ& AIR HATIATE. UNIT FGF FACE OF FINISH - A3 BUILDING 1 ROOF PLAN ALT, ALTERNATE FOJC. FW16HED BY OWNER/ R RADIUS TOTAL SITE ApEA: 3 1190 ACRE5/339805 SF ALLOWABLE. ARE. GALC: SIDE SEPARATION INCREASE= r ' ALUM. ALUMINUM MTALLEC BY CONTACTOR RAG- RRN ETUAIR GRILLE BASIC ALLOWABLE AREA: 12000 G_SF. Mow GSF � _A4 BUILDING 1 ELEVATIONS , S AP. ACCE66 PANEL FO.IO. FURNI6FED BY OWNER/ RD ROOF DRAIN BUILDINGS "_300 SF•(255x) ADDED STORIES INCREASE: NA 3 SIDES FOR IGO�I'o GSF- INSTALLED INSTALLED BY OWNER I�It REFRIGERATOR LANDSCAPING b5,626 3F.(193x) SUBTOTALI 940"CAP- GENERAL CONTRACTOR: A5 BUILDING 1 SECTIONS ,. e. D01TOM FOM FACE O� MASONRY REG. REVERED OR REQUIREMENTS SIDEWALKS 1469 SF. (43x) SUBTOTAL= IZj�m FIRE SPRINKLER MtREASE: X 3 GRADY HARPER d1: CARLSON �,• �,� Fob FACE DOFF STUD Rev. REVERSE OR REVISED .--�.-�--..•-_�-�- -�__ _� A6 BUILDING 1 SECTIONS clnr of T1�►Ro a i FP FIREPLACE R.O. RouGM OPENING PAVEMENT 159,181 SF.(4613x) . - 2945 NE ARGYLE .,,,,,....,,►,►...�C1t BF. BIFOLD BIDE SEPARATI JN INCREASE: �'—� Approved...... SLOG. BUILDING NG �' FFA IETARDENT TREATED MM. R�� BUILDNG AREA 3 SIDES FOR 1`00% 12000 GSF. TOTAL ALLOWABLE AREA: 7 � PORTLAND OREGON 97211 A7 BUILDING 2 FLOOR PLAN Condltk)nRlty ApprovNd.........................„,,,,,.,,,,„� 1! SO. BY OWNER FTG FOOTING 6 SINK SUBTOTAL= 503 284-9151 BBF• BOTTOM OF FOOTING 6c SOLID co1nE 24Ja00 CSF, ACTUAL BUILDING AREA: 50,100 GSF. 5033 284-6057 FAX A8 BUILDING 2 ROOF PLAN For only t1,^work HI)desorlb•d In: A9 BUILDING 2 ELEVATIONS PERMIT P:7.6he9[ Bee lottc,rr- 1-ti,:�w............................:......7..;,.,.....,[ ): �► DLL BUILT UP GA, vAUGE GOD SLIDING GLA09 DOOR BUILDING I -�. GALV GALVANIZED SN "LF WIGKES: t 4550rL1 CSF. FIRE SPRINKLER INCREASE: X 3 _ ALLOWABLE BUILDING WEIGHT: 55 FT. CA. CONDUCTOR NEAT GL GLUE LAMINATED BEAM 6NR &WOWER RETAIL: 1 4,100 GSF. TOTAL ALLOWABLE AREA: 72,000 C.V. f ACTUAL BUILDING HEIGHT: 45'-ol A10 BUILDING 2 SECTIONS Attach........................................ .....:[ [� C.1. CONTROL JOINT GMU GLAS6 MASONRY UNIT 6NT. SHEET t 50,200 G.SF. �--� - .� � ARCHITECT: 0 J'Nv �,e1.�rA�,<_O7)✓f� CLC. CEILING GYP GYPSUM 611'9 61MILAR ACTUAL BUILDING AREA: 50)00 GSF, �i All BUILDING 2 SECTIONS Job Addre":s!._.�,Z"`2 -- CLR CLEAR S G 6LAB ON GRADE BUILDING 2 � -•� ��`-��--�-�, OCCUPANT LOAD /EXITING CALCULATION: MCM ARCHITECTS PC CP. CEMENT PLASTER 6G &AETY GLA-% 1022 SW SALMON SUITE 350 Al2 DETAILSEly: Nae HOSE 815 6PEC. 6F'ECIFICATION COMP USA: 1 25,600 GSF. ALLOWABLE BUILDINr3 HEIGHT: 55 FT. STAPLES: 1 ux. COLUMN 1 PORTLAND, OREGON 97205 i CONC. CONCRETE 14 WC FEa�ERCORF 6/11 SHELF AND ROD STAPLES: : Z4S00 G5F. ACTUAL BUILDING HEIGHT: 45'-0' RETAIL= 10,110 GSFJ30 SFJOCC. • 610 OCCUPANTS 503 222-5757 A13 DETAILS --- „•'{ ' t 50,100 G SF. ' / / CONT CONTRAJOUS ►#9 HOLLOW METAL 68T OTsa TAAIANLESS STEEL �- - __-- 5033 241-1 S 14 FAX G( HORIz HORIZONTAL 3 EXITS REGrJIRED ATE MA Q►NRY UNIT HT 6n STEEL TTRUCTURALOTAL BUILDING AREA: : 100 00 GSF. OCCUPANT LOAD /EXITING CALCULATION: �-' LOUNGE: 240 GSFAS SFJOCC.•i6 OCCUPANTS 0 ' II`,; HVAC HEATING,VENTILATING SUSP•STRUiCT SSUSPENDED RETAIL I: OFFICE: 1050•GSFJI00 SF/OCC.-It OCCUPANTS APMOVED PLANS MUST RF r N JOB i�1 I G � � C7iK AND AIR CONDITIONING PARKING C.T. CERAMIC ILE STORAGE: ::500 GAFJ300 SF/OCC.■9 OCCUPANTS STRUCTURAL ENGINEER: CONTR CCNTACTOP' T. TOP RETAIL: 4,100 GS.FJ30 SFJOCC. ■ 151 OCCUPANTS VLMK I.D. INSIDE DIAMETER TBR TO BE REMOVED REQUIRED PARKING 2 EXITS REQUIRED � RETAIL AND OFFICE: 3933 SW KELLY AVENUE DBL, DOUBLE INFO. INFORMATION T/G TOUII ARID GROOVE BUILDING 1 151 OCCUPANTS X 0.2 ■32' --- --_- — ” DET. DETAIL INSUL. INSULATION TH. THRESHOLD WIGS, t 45,500 GSF •I/U�O.46 681 OCCUPANTS X 0Z ■II'-4' PORTLAND OREGON 97201 Cl SITE DIMENSIONING PLAN DF. DRINKING FOUNTAIN TDC. TOP OF CURD 503 221-4453 C2 GRADING do EROSION ~ DIAG, DIAGONAL JT JOINT TDF. TOP OF F+•'-4'11NG RETAIL: ! 4,100 GSF. •1/400.12 TOTAL EXIT WIDTH PRC`ADED: ■9'-0. TOTAL EXIT WIDTH PROVIDED: ■!9''0' 5033 248-9263 FAX D16P. DISPENSER TOP. TOP OF PAVING CONTROL PLAN TDb. TOP Cr SLAB BUILDING 2 DIO DIME LAV. LAVATORY — WICKES. STORAYAE:9 OCCUPANTS X 0] - •Z M. DP DIMEN81oN POINT Lt. LIGHT TDJu TOP cJF WALL COMP USA: : 25,600 Cs.SF. •1/402>•64 � C3 UTILITY PLAN DR DOOR LWC LIGHT WEIGHT CONCRETE S•6' TUBE SECTION STAPLES: ! 24,500 GSF. •1/400.62 TOTAL EXIT WIDTH PROVIDED: ■3-b DS DOWNSPOUT TYP. TYPICAL --- - RETAIL: 38,659 G.SFJ30 SFJOCC. 1,289 OCCUPANTS CIVIL ENGINEER: C4 SITE SURVEY Dur• DRAWI1r' MATE. MANJFACTURER TOTAL REQUIRED PARKING: 184 4 EXITS REQUIRED DW D16NWASIIER MAiL. MATERIAL UDN wl E58 OTHERWISE NOTED COMP USA= HARPER RIGHELLIS INC DLI1R DRAWER LOUNGE: 131 GSF/i5 SF/OCC.•49 OCCUPANTS 5200 SW MACADAM, SUITE 580 C5 CASCADE BLVD MAX, MAXIMUM VB VAPOR BARRIER TOTAL PARKING PROVIDED: 422 RETAIL: 14,601 GSFJ32 SF/OCG. • 481 OCCUPANTS Al b MEC,. MECHANICAL OFFICE: 1,560 GSFJ100 SF/OCC.■I6 OCCUPANTS PORTLAND, OREGON 97219 STREET IMPROVEMENTS E. EACH A MN MANHOLE VERT. VINYL 4�1 STALLS / 1000 GSF. STORAGE: 4044 G.SFJ300 SF/OCC.-14 OCCUPANTS 2 EXITS REQUIRED 503 221-1 131 Revisions for IFS EXTERIOR INSULATION MD. MASONRY OPENING MAX_ ALLOWABLE COMPACT STALLS: 184X0.40.14 CLASS RMS: 1,381 G.SFJ(3) • 15 OCC.EACH •45 OrrCtJPANT95033 221-1 171 FAX C6 CASCADE BLVD • • E :ND FINISH INSULATION MIDI' MINIMUM WC WATER CLOSET RETAIL AND OFFICE: OFFICE: 4,190 GWA00 SF/OCC.•48 OCCUPANTS STREET IMPROVEMENTS Clay of Tigard MTL METAL TOTAL COMPACT' 57ALLS PROVIDED: 58 ,�, p .7 E.W. EACH WAY WD WOOD 1305 O=PANTS X 02 ■21'-9 STORAGE: 3000 GSPJ300 SF/OCG. 10 OCCU, ANTS ELEC. ELECTRICAL WG WIRE GLASS C7 CASCADE BLVD , ELEV. ELEVATION OR ELEVATOR NIC NOT M CONTRACT LUN WATER NEATER TOTAL BICYCLE PARKING REQUIRED: 184 01/15.12 TOTAL EXIT WIDTH PROVIDED: ■24'-0' RETAIL,CLASS RM5 AND OFFICE: SURVEYOR: STREET IMPROVEMENTS Plan Review for •�� EP ELECTRICAL PANEL UJP WATERPROOF '' NOMINAL W/ WITH TOTAL BICYCLE PARKING PROVIDED: 15 580 OCCUPANTS X 0� ■9'-8 GdcL LAND SURVEYING EEQ QUIP. EQUIPMENT W/O WITHOUT STORAGE:14 OCCUPANTS X 02 ■3 IN. -- 8116 SW NIMBUS AVENUE C8 CASCADE BLVD Building Shells a OA OVERALL TOTAL EXIT WIDTH PROVIDED: •21'-0' STREET IMPROVEMENTS EWC ELECTRIC WATER COOLER WUF WELDED WIRE FABRIC t'iFF STREET LOADING PROVIDED: 4 SPACES 1Z' X 55' X 14'H EAVERTON OREGON 97008 EXP EXPOSED ')IR EXPANSION OC ON GENrER TOTAL EXIT WIDTH PROVIDED: •3'-0' OD OUTSIDE DIAMETER 308 OF. OVERFLOW DRAM 503 671-0877 STORAGE: OCCUPANTS X f0� •2 M. 5033 671-0877 FAx C9 CASCADE BLVD May 2, 1996 Q FO FLOOR DRAIN OND OVERHEAD DOOR FDN FOUNDATION OPG OPENING TOTAL EXIT WIDTH PROVIDED: 0'-0' STREET IMPROVEMENT'S FE. FIRE EXTNGUISHER OPE'. OPPOSITE Q -- --- - ---- ---- - - -- H.V.A.C.: ASSEMBLY TYPES KEYNOTES DRAWING SYMBOLS MATERIAL SYMBOLS 13391 SE GIHEATING, EON STREET PORTLAND, OREGON 97202-•2418 STRUCTURAL OOMW KIALLMTAL BUILDING SECTION EARTH 503 239-4600 e I �- 01600D e"�n L0AADs4o M406 .`A°! Al 5033 239-7038 FAx Si BLDG 1 FDN PLAN a , 01741A 0".4100 E -GONG.BLAB — 01410E — ®610019 �•c Wq LAMB a�O1•^w'� DRAWING LOCATION ' SEE STRUCT, p1741B e►x0D eca LARD SHEET NUMBER g �, e„a,e LOADN3 RA2 Aloi KNIM - S2 BLDG 2 FON PLAN . . 061008 OT710B SEE�RIJCT. essoor �owon+a 000c erAlft : ; : SAND 3/4 TO 1/4 Iy: : / S3 FOUNDATION DETAILS HEC ROCK _ E- TP. D. Nee. NaoD 4►u rLllnc .t .,mblmm.a , p STL.OTUDsDESIGN BUILD ELECTRICAL: --09755A SEE STRUCT. SEE TRUCT. 6USGRADE OR I— I gT 6TUD$ gTL.9IDBS «Ione OUILDNOPAMP. WALL SECTION GR4NULAR 5950 SW PROSPERITY PARK RD N I.C. «IOeA [ML'RIORrLT1IgpD WINNER ELECTRI^ CONSTRl1CT!ON, INC. S4 BLDG 1 ROOF FRAMING ARCHITECT S '- II it I IITi�iii- e Or1PAC ED FILL, -097 .58 t Y aEE SOILS REPT i Ir I 6E yTRUCT. i SEE STRUGT. 01410A SHEET NUMBER ii.le+ ,�Nw+AL�rnn,IN�1•RoncT,oN Al DRAWING LOCATION UA TIN, OR 97062 S5 BLDG 2 ROOF FRAMING ` VOWA R•n DA"0g4n_ATION , A101 503 638-5028 .mea R•IseATTN"ATICK CONCRETE 503) 636-4242 FAX S6 FRAMING DETAILS A PROFESGIONAL CORPORATION W 01 FLOOR 05 WALL tab WALL 07 WALL tab WALL .nIOr- R-neATT FAULATION• S7 WALL PANEL DETAIL5 1022 SOUTitWL sALt�11 t1U1Ti!f0 0"100 P a".VAiro'�R RiTAPMM4T I o Foi1TLAM,OREGON 17201-2447 WA j _ •"+u ura-STS:nrl ,� S8 WALL PANEL ELEVATIONS TR SW u2 57s7 FAx 10 21014 � I - 016008 SEE TFIJGT. ero4IA OYP4 1"AT•OO Al DETAIL SECTION � MASONRY UNITS D/B ELECTRICAL ENGINEER: E- GONG. - < ---CONC. - ' --- 014VA FIETAL Wx.FAMM-rrrt I 0TA=0s r7ETAL WALL PANtL• THOMAS G. EDEL P.E. SEE STRUCT. SEE 6rFLk:T. E. - -CONI. Uri' AIR SPACE -CONC. -CO,C• DRAWING LOCATION t S9 ENTRY FRAMING --I Ir"HAT ------ I I!1"HA7 SEE STPUCT. I SEE 5TRUCT. SEE 8TRJCT• "VAL"ALL PAMes "ET NUMBER 9232 N. TYLER AVENUE ---- — rNANNEI-S CHANNELS -- 01710A 017I0�4 .` msec META,WALL F-AN41L•TrTE BRICK ' nA10D r1ETAL WALL OSCO _ PORTLAND OREGON 97203 errs Acc:Nolaes ` AT Ib"o,c. `, AT 16"O.C. < < - �R - --016008 DETAIL LOCATION 503 289-2904 .RG.,Eor , 01410A - 01410A 09755A 01710D p drmD WILT ION AP F1 5033 289-3019 FAX 01IMPr ��T�PAAID �TSTey �!J STEEL - „•„o GOI•=rOaITIGNMLA"NW LANDSCAPE CASCADE •T"M "r lk cT.DrA"rwoncrww CAP BUILDING ELEvAiION Ifd9 WALL 1P� WALL II WALL 12 WALL I3 . WALL- 1'4 WALL 'TMS 064"~AiAWM P INO.•I•' t't DRAWING LOCATION CONTINUOUS WOOD DESIGN/B IJ I LD LANDSCAPING: Ll NORTH P I.A NT I N G PLAN BOULEVARD 0ue0A cores SHEET NUMBER MEMBER _ 1 01410C OIaSOD "curr"R WALL � 12345 NW BARNES RD L2 SOUTH PLANTING PLAN CENTER Gyp.BD - 01741 A - 01410G "i 02 ~"1M10'•D PORTLAND U OREGON 97229 fD1141B -061008 «o '=AD A 503 644-1111 L3 NORTH IRRIGATION PLAN lN.IL.) I - 01741A BLOCKING I 1"- 06100A I ---PT'P.pD. - 06I00B -O6I00A =4 "TRA►rR INTERIOR ELEVATION 5033 641-5356 FAX L4 SOUTH IRRIGATION PLAN - o171mB I (rylt I 06100A I _ TL b�pg 41�i 0 �°"O to i Al 8 Pt.YwocD ¢:17108 8 DRAWING LEGATION - ---- SEE 6TTdJCT. BEE StU1G -` 017418 SHEET NU PEER � i I -09755A ---- 0`:755A T• —09755A I AT 16"O.C. I AT 4 OC. I —.-_SIL.eTU08 017418 -- TL, TUBS irnee "SAii rir 8E $ $ c D/B LANDSCAPE DESIGN: N r 70 UA AT E TRUCT. EE TRUCT. .,yl,• ELA"TorsrEc"tALAr+r GYPSUM SHEATHING T I G A R D" OREGON � I I 1`" oc — Nic.pD I I 01741A ~D SRI= r WINDOW/LOUVER REFERENCE CHRISTOPHER FRESHLEY H.M.C. 1 One:D s�e•AN"ION rw_LeR I 1!f WALL 1N6 WALL h WALL 18 WALL IS WALL. 20 WALL .�I.. o ,,,o,,,a„» At DRAWING LOCATION PORTLAND TAYLOR, M1 BLDG 1 HVAC PLAN ® "ET NUMI ER FINISH WOOD e //InA "OLLOW HPAL DOOKA9"•=E R03 033 224-9881 N•LE O. NNo. 0,400„'! - m,410C «„IA T rtR�COILAdODOQI. � 22a-7os9 FAx M2 BLDG 2 HvAC PLAN „��,� , 0,��1,d,,,,0 �01511D - __ i �S,n � ,=p cpL�p - M018TUFe BARRIER 0Arr r PIES. 23. 1006 a 0h100B A. 7 1/1'MTL STUD Tire 2 DOOR MARK ReVWIONS . Ove rs . orrC*V r0N. K 4 06100A 017108 B 3 1/7'MrL. STUD «sreA OVeR"EAD COIL w&MLLE _ C 4'i RL.STUD A�j•MI•T ROOM NU'1BER/DOOR NUMBER RIGID INSULATION DESIGN BUILD PLUMBING: Q w1I��' b -SEE 6TRIx.r. \�- ;- eTL•8"-'L'y —� °"'"`"` '�R"�D°01��-T DEAN WARREN PLUMBING ,�.UMBING \SEE 57RUGT. -- CWS5A / �- 6EE 8TIRUCT. D. 6'NTL.STUD ? ewvA tiu+•un sNTRAWX DOOR \ 3111 SE 13th. .NA" "TOLB-SL IT Fl6AfrOAr%o"T"TIM • �` c1'1'�t,N� 09755E E. Ns'MTL.STUD - SEE STRNC BATT INBU_Ar1OH PORTLAND OREGON 97202 P1 BLDG 1 PLUMBING PLAN 0 1100 OR \ eweA �� ro AUrmAr7c A66EMMY TYPE R03 03 2361-4152 00"00 01•rAP"OAUTCKA"C 3 236-1773 FAX P2 BLDG 2 PLUMBING PLAN 71 RppP 22 ROOF 32 130FFIT 33 80FFlt STUD DIMET�L810N ,"A"e� ee" Q,A'TIG REFERENCE TO xINEDULE _j \ t)L POWA Nce Tree I 84 EET METAL 1 090090"A" A GLEAN!NNL,ATM GLA"WIT . ''"0015 MRAR"1f"-MCILA""'""r o'Y IM DO`S GEOTECHNICAL ENGINEER: ,N•Er nn• - --- •E"" ""'E" 101 ENTRY Roots Nu-tBER/iaoay NAM ELECTRICA GEOTECHNICAL RESOURCES, INC. . y // @UNA "REL 1RAM046 9725 SW BEAVERTON-HILLSDALE HWY L ~A ",""*Yre=e+BOARD SUITE ERTEN, OREGON 97005 COVER SHEET ' is PLASTER 503 5401-3478 E2 ELECTRICAL INONE-L NE lAY K w. r.+r+L•Ir , . - f A E170!•Or•pOCKLEV1ElER '; � :•'�':'~•i•�.,• S, recs"Nlru.Dox LEVELER• SPOT ELEVATION 5033 644-8034 FAX III".G �, M:AL Docsc LINKER• CERAMIC TILE & SCHEDULES • IIYpa Doac TER sNnr Mo. , ,a 1 ' QifOpl Cascade Olvd,13029(Shell Only) IUP 96 0097,MEC 98-0055 1014, - w ,. •. }.,.: ��°^�fpl vnll�IT.t` "�JII♦<IA�ItYt w.'i1 7''�"'rvw�'M -,,, �p �� i1k�",y,.-,., 9W1 I It'this notice appears clearer Ih;m the document, the document is of marginal ai.-A%ty. .TV �l}� : I�1li !}� ►I IIiiLI��III Iltl� #I IiIIIII I (il h &A h 3 Vw XC DI 1 v , F. X F71F - _ 11 m r. ! 9' S VIATIOhM. y" AL.. AL UMPU 1 4 0LA6O (!• PANT ¢: n.• alu I'ET,4L PF.: wtv�FlNu�l�ep •: �, I�Y?0TF-S TYi R1B'8° PWJyE OLA16 . TYI 6tg __ YY DOa:7R 17tTAIL NI7Tt�� _ b wMr 11�tKI 30 X 15 _._ W- $' > zit• ws rae wo-I e '-O" 1'_97" AL " AL PF I zocx T _/_. A"ACCt661pL,E O13" ,AM IT ' .'-i• I Cioa Mr-2 A '-O" 1'-m" EMIELE , — •) A )'-e" ,'-e" ,.F AL PF ) T . MAA:G t1 W-2' -2 ;•� ` ; ,+ 4'-r Y r' �'`?' /MkTf.w Ii�IG I' I�vEAL �+ A /aL rr AL PF ) d -/-- �– ', O RECN:86ED tl•vW METAL roc+alwa rLT>'uop iML+rML'• t1I1ttI,LSiMF�R -4 A -e" 1'•!" Ay_ PF AI PF ) TId -/- ADA AGCE664" --ice INAl.1DE D4tJNLICsNT ) �r- Iii _ •' �� I- W-) A •-e" 1•-e" ILL P'F AL P'F 4 -/_. �._,, - F i tt _ - 11lISr w1i.w►IOIr1Y�NI1la L .. RII't-i - S ,,_�„ A, YF Aa -/-- IG A 15 tlavf 5M I.NTOO"1- a •.. 1 q-15 fltilOR -1 '`e'Y 1'-O" AA_ I°F AL. I'F 4111411111 PAMM TG -/- .- A -- -- --- AS/ID RttSI. ►WTrl� WA A -� T-e" AL PF AL PF 4 G -/-• ADA ACZ11"TaLl O O O i WDA s�aAnsrr - DURA ART 6TA� r )"TAL_ _ 102-1 C i'-e' 1'-,e 161 P. 1I'1 r 6 /.- ADAlai. 6TOREFRONT FR•021! i-1"D-ii4-'o-A-6-b-LOO L.w MTAL.ISRL PA OL- WD-7 G I Y-e' T-e' I P•t P. Wm P. 6 W-Ir 3'-a' ;)'-I!' 6'-f �_ A AVA I II "AN&- I/IP-) G 1 )'-e' 1'-1' i+l-t P. t•N1 P• A _- _-/__ ADA ACC�LR - _. _., TYPICAL __ IR>')-I A I )'-e' 1'-e' FI1 P. FP•t P. 1 .- ._/.. Ap.1, ' O O O O -- 6E1i1-16tCE66ED - RMIMD h«TAdrMWZ ML M�1.rAi<? ! 101 -2 D • lo'-e' PfTL t! -- - • -- --�.. - 092es5N3 - - -- FACE PLATT# ACTUATOR- - _ iia!-3 D 1'-e' t0'-e' , •J'-9' AFF. TTP's 1 elOeawOnr - • hTTL P. 6 __/.. VIEW� /rtA-C �t+Wloi� Via, 101-4 D 1'-e' le'-e' rTtL R 6 "RD N&T-It'Poop wsTtn /-- ym WPpaY as" 04100 sTfrtr __,.. I10t7F t+ATcl1 b ? Y EP6 PL61T1f - — _ I'M1l OTItILT.De ACII - _ �rsV "MARl.PAD A DOOR SCHEDULE ,& "TIE I � r-:� •�' �'" OurLET ---- ---- --- -- --•-- 1 WICKES REFLECTED CEILING PLANPM-1 WE 60-ft, '�"�' Eft 6CHED. 1 =,'— -- 'I' I:a , ; �-� I OUTLET a } Na01241AFAT - ° L .oel..covsle U____mV i U - t: A Will" 01AIM4 N�CE"M nft.METAL 2 b-a 2 NAI_IDE DGtWLIfsNt ,� _ -1!�E 6118:IG1.To cm* �s�aoe�roLse��Mr I1�rID i�a��waw r�.tie O O -"'6TORIrFRONT FRAME A Y�1"IOIMED ACTWTOR :T - --- A C D Fob S Mw ttataol A AIT!WWOSO DOOR TYPES _ R ' ." --:., SAY HOLLOr MTA.PO�OMM a , ti _ wxs �r IaAo Coasts Can- .-•; - . ' c>f of tiilr'a-IeECN�6eI=L Tutt r a M _ - --- ------- A: FACE PLATE ACTUATOR - _ "D COLO*410111" FACE PLATE ACTUATOR a �i �6 9- A�LY ' e 1 MYNA OV904WO POOR A1A7LY x � � F� ---. M�Mp -')TlOfrII�C►R IR4M'�i!�1'tyl♦:! • a C � M4MA 6AaaaLs•assa Au1r:w1G . ' •�1 • FRAME TYPES atrQGilLPL�! -- •IAND-MOUNTED AG1UATOR �TUATM +a ~T� h NYwG -r.IR'1'f�b AllfQfAT1G B1 DOOR & FRAME TYPES B2 RETAIL 1 ENTRY PLAN �1.. B4 ICKES— ENLARGED ENTRY PLAN ..... . Id-616'-b� Y1 /sMA I�w�1l� • •YTrllr 151QYIl� 4'-e• '-alv 4'_�• '� 01_a. 1 12 6'-D' V-10' IM a MM tlstlT�tt1 a maclme _ 3'-s' 6'-2' V-e' WA IID"_Cp_0*mLftVmA%4 FIN164 A3 � 'Q I Z � , � 5 b 1 N3 I WG rasa wrc-,�L Isaac uev+a:iR- P T084 0 G TG _� TG TG FINISH i b0'- 12'-0' J NOTES E8 TNIQJ T Q ill 1 r r , • TG T TG TG P 6 AT p D' ENiRrjQl I L ALL DIMEN61"TO FACE Gr Cq�yE e TG Tral TG T1 bE�CT A 1 OR t�•NTERLfiJE OF COLIM�I6 A� E OTI'NE1�I W Op4I0,4 08sIm.A W � a ` I , O1'�IPrr,6 UNL.Et96 NOTED e " A B ~ D PLANTER L ACE k 2. TYPICAL WALL Abeta!"1DLY 16 TYI'� ,> /►S LMLEb6 M=M OTW"06E- GEE ONT.A-1 C RETAIL 1 STOREFRONT ENTRIES C2 WINDOW „'� , R aD • t•I,C 1 FOR WALL A66VIBLY DESC.R1rnoN& 1 =S'- _ - - - ' _ _ CI I - - _ 3. 6EE TE'N/W i R'r1i0Ye"1!'JdT COOT. — :AS __. — ' - ' I PA poctrIDNMLkMR VOT biaN AND Da : 5' 9' ' :3 :,� ; r 61D K ?Z; E 1 4. ALL INTERIOR RVaPZ14e 1EW6 AND _ alDElIIALK 6YOTEM6 UNDER 6EPARATE © — — — E--PLANTER — -- - DIKE - MM-n. S. OEE 6TRIGTURAL!'OI¢TILT-UP *; t 22' 4' A .. — — — - PLANTER PANEL Dtl"10146. 0 10.5 I FOUNDATION DRAM Il II II II .�- A i. eEE GML FOR ALL bt'IE-RELAIID µ II I I I DETAIL6 AND DMEN61 W& i 22'_4' I I) If U 1 1.'ALL. rv_OR6 WITH we""*0 It' II 1 HARDWARIE OH�ALL BE TF! S' 1 V2' -- I - .' �.. ••.- --- •— --. - _j P 11ANOIDWS AOC•1661DILRY TO FIRS" i 5' 1 V2' S'-6 1/.' 51-6 1/2' 51- In, A4 _ -- � � — I 1 I IIII II I UN D16ADILITIE6 t' SM 310YW 1 :n MAIR UMS ON ODOM SHALL OE LttiER g _ I I II OR OTWERWT- It I r IM II II 1 ORAb�f WS,PWCa4MG OR�TRIS T112WT TG \ TG 02 I ( WALL I'>oV CIO TG TG TG TG \TV % AS I II II JW RETAIL t 1 '� TG \ TG TFL 08410A — 64 0841mA , - ---- - - - - - - - — _ t II B Revisions for e ` A. EXTERIOR B. VESTIBULE � ii City of Tigard ELECTRICAL ROOM U PLACE Pt,Yy� I S £ D1 WICKES STOREFRONT ENTRANCES —r—` — I— '�_3 '� ' ' 1 6IDEIOmRETAILI Plan Review for °O�"Tp - >tiBuilding Shells �- I g ►' �I PL TER ELECT.METER Ft ENCLOAUIQE-� — c�L'I r1 I May 2, 199E > •� b� N To COLUM T 7 —TENANT s B , tll't� TYPICAL WALL DEMI6INCx 1 I StDELALK / O CURB — - - -- -- - -- �I i ��--- / ILr�L— 1 0� / - FIRE SPRINKLER RISER I � � � / VERIFY LOCATION ON TENANT = P-ANTER CURB ,� / 3 / I IMPROVEMENT C,"TRU�TION I WICK�6 I I p \ / / DOCUMENTS. I A R C H I T E C T S • CANOPY AS ABOVE- � �Oio ` I , I , I A PnowassIONAL CORPORATION 1 D3 VERIF LOCATION CW A250O 102T SOUTMMilT fALlY1011 )URF 150 0550�D I �' i I T I.C NSDON i I I TYPICAL. I �• r` ( I P'OATLAW,OAFGOM 97206-2447 USA TWIPIVIN 50 1 212 5751 MAX 505"1 fa{14 CONC. L AND I �� ,m 1103 6TORAC� L I I , AND STAIRS N pA I ---- m5�ta0t � rwaan�er. / D A►� C A. D E 1 I I lk As D1 ! I BOULEVARD CENTER •�• /.Gy TRENCW DRAIN = I I I ► 6EE GIVIL� TIGARD. OREGON / I i r • // DS- IIpylcr G�7 81DEWALK -G — 2TDb— -- CANOPY /, ' ' I - I PROAMor A�6 . 04007 AEOVF Pu Am , 04003A2 w rlo. e - 11160D — 3'-0' AS MMO►r, T!, aae.oRrraaw CURB / ,_�� .r-- TYPICAL F'E0. 23, 10t e / -- -- -- ----- -- I PROPERTY LME -- t -- -- -- -- - -- -- a-2-Cla / 16'-0' 44'-0' 62'-0' 62'-0' / 11160B — TYPIGAL DS 0 1 &4 05 0 W13 4- BUILDING 1 FLOOR PLAN N F 1 PARTIAL ENLARGED PLAN F3 FLOOR PLAN Wear I� ' A 2 1 �r• Cascade Blvd, 13029IShell Only) 0 • BUP 96-0097,MEG 96.0055 2of41 I If this notice appea, clearer than the document, the docuutenl is of ma!ginall quality. CD - -- --------------------- i I�tJllll;� , • �NI IIN�IIII un irli . '�� a I�Irlll� � Nr ,j . ... „ ,. ,. .. :,_.. ._..:... ,.., - 3:G-.....,• adaer. 4,ti ,war ...rM'tY� _, F _ _brxi..kA yy, 'nkdee" ,C. : ., -.: :. :. .. -. .. .._.._. , , e...r, c. .—.. 1 . ,•__a ,. _a.. .4;. -- AL�IIlIAI:,:;;pne(� . ,v _ aeetillLya,aS.r.v .a.,..S— G+` its '.�r 'I(YIIIWnv.x.e J.� (r. lY♦ 1 " -' _.'a'tl., _..flM.'1lAM1,m :'= �liA'LI��.' .:1 't�C�OtS�.C'Jd. ti � 1 - 1 �'•'r, x.:.,- ��,��,g,'�ir, I� r,�;'�f "� � ��"� .�`r '4, t _, v 1 '..;,r {r,,;"- a•. t r �b� FYI+ y�,� f'1 '�! ., 'f `r .�� ''k x , � r,., � �t .r,. :,.'.:.. _ b _�"rh L '�� r. � �qq at��,I ¢i >,.• - �- " . ., r F - , a9d�Mi<. .. -... .ra.:r>�..bra.�.:..::a.P. ex.�n,,a.-.,�..r�.� t fl, � KEYNOTES ItI1110�j10 r+sTALs O'b5¢+OA WALL LADDER a 14AFETY CAM ' 066009LOApWA DOCK 14061NG 5"4 OVERWEAO LME OF PARAPET ZiBOLLARD DOOF'FRJPlE a WALL - WHERE APPLIES 663¢OF ATBEL PIPE RAILI IW SEE MECW. MW VF LOADING DOCK STAIR 01600A ON BEVELED --- - PLATE 060x0 W=,AND PLAOTh oil own '- STRAP TIE GRID 2 I I SEE STRucTURAL 06100A EX7ERIOF.PLYWOO:; ---- ---- 01600A ON _ OY,1009 BUILDING PAPER 30 X ------- 016004 ON 01600 --- <- -- _�----GiJRE3 BY Mf-GH. I I 061008 061009 ON CRICKET- I I x_1 C T v 6 2 2 Ir10100 T4lR4AL 4`10iGymv pm7mLT" 0bID0A WHERE \ I _PRPT. CLEAT GOVT. OHIM-�—_— _ . . ---CLEAT 012104 R-6 BATT 6{6Lf�ATION APPLIES ---- SHIP A9 REQUIRED I I -_--_ - - + !' — 017109 R-I!BATT N L.ATIAV I. T.WALL - CLEAT — - I I I - 0151IN .d + M110G IR-IS BATT N&A-ATIOIJ - 2 -- GOVT.G '- I I --- -- CONT.CLEAT Y I -" 01511E 511100 RERD.VAPOR RETARDENT 01241,5 GYPSUM"ATHMG 2 - CLEAT 'm151'E- 14 I ( -- 0 - - 01241.4 EJ/A.SYSTEM (7J 2x 1 r' -- -- SHIM 0141CA METAL WALL. f-'.',NEL-rrPE I � TOP PLATE in � -...------RIPPED P.T.4 X 1 LA ___— _ a --- 0 � - - ----�-�- ----- ---- _ -- -- _..- __ __ _.__,,.-•- ---- 0160019 014100 METAL WALL PAPIEL - _ 9, I -. -.----. T7PE 1 ACCE66ORIE6 2x -----.__-- _ ---- 'fy - 01400. METAL WALL PANEL - r SEE STRJCT. :1410D METAL WALL PANEL-Tl"PE ? 2x ------- - — - -- -_- - ` • TYPE 2 AGGE66OME5 - A3 ROOF CURB A4 PROTECTION CAP A5 COPING 01611A-C UNASSIGNED 015110 DUILY-UP ROOF SYSTEM > > 2 —� —o — 6 AREA DIVIDER 01511P CANT STRIP O1511F TRAFR<IG PAD 2x -- -- - -_ -- - - � C-ROOF 94023 A6 N.T.S. C-ROOF 94023 A3 1 1) 2 =1'-0 C-ROOF 94023 A3 � � 2 =�'- C-ROOF 94023 A3 DlSn,G caoR•iPo6rnoN FLAb►11NC� -- C O CAp oi3u. SASE PDMS nRAhE C 2x - - — 9 m C1600A COPING DL 20GKMG F _ C O Ol60CJ 5 PARAPET WLu-L 3KIRTMG .� 01600E MISG FL4B14MG GRID OIbOOE WA66kGNFD 016001' CONDUCTOR HEAD 01600D 6GUPPER 019014 014OL W/ -- 4 IR' 01410D OVER C1600A DOIW6POUTT 6TRAtNER 061008 3" 3" 3" DRAW BAND 01600_1 LNA666NED 061x04 - -- - L �- -v.- D16OCK DOUNbPOUT BRACKET �i ' '- - -- --- 016009 0160O.L LK,HT FIXTURE CDVER _ �------ 01600G • ° 01120 ROOF HATCH 011209 SAFETY POST 011419 OAR- �- - � --- PTFE BABE FLABHfNG - _- .___- 016009 +i4 CONT.CLEAT 01WIA ELA6TOf-ERIG 6EALANT 0IWIG BACKER ROD -- 019019 ACRYLIC 6EALANT BEE 6TRUCT - + ! _ -- -- - -- m1SIlE 019010 EXPANSION FILLER -{al _ --rmn - - - 4 ONVO DOOMS AND WWCND S - OSIIIA HOLLGW METAL DOOR�RME — SEE BTRUCT. Ill OVERHEAD COILWI DOOR TYPE I • a. 063319 TYPE 7 OVEM-WAD C.OILMG DOOR - fi D034CA OVERIaEAD COILMG GRILLE ASSE?lIB1�' B2 COPING AT ENTRY B4 ROOF PENS [RATION _ — 08360A OvERNEADDOORA68ETBLY C-ROOF 94023 A3 B5 ROOF AT' WALL C-ROOF 94023 A3 1 2 = '-Q C-ROOF 94023 A3 VIll o�F�T FRAMlt*b6 DOOR 06460A 61NGLE-5L.IDMG AAJTOMATI:: f 064609 DI-PARTNG AUTOMATIC ENTRANCE - TYPE I OS46OG GI-PARTW,AUTOMATIC ENTRANCE - 'YPE 2 R - — 01410.0 W/ 014100 I 0SS00A CLEAR :16ULATING GLA66 UNIT 6 I 066009 CLEAR !ANGLE GLA"UNIT OVER 061004 016008 OVER I 2 3 I O!l06O P1NOWIS 06100. a ' Ill 5/B'OWSSA EGYP6UM 50ARD 06100.8 OVER 5 6 ' 1! i ' L FRAMING - _! __-_- 166'-0' ------- --------- ----- — 1(oeo Ea11P1'ENT ---- 016008 __---- - _-- 60' _ --__- sa' I' DONT.CLEAT ---- ----- ---- - I III60A EDGE-OF-DOCK LEVELER TYPEI p — ( "160G ,tECNANICAL DOCK LEVE,.ER- - 0,5,1E Fs TYPE 2 t A8 CTION I 11160D DOCK SHELTER 7 I -C3 1 111#10.11! DOCK 6E AL A5 A3 I B3 �— — - SEE STRULT. Bl A5 I xOTEcJ THIS SHEET t I I A6 1 AS I CA•WOP1 -- -- o C1 ROOF AT EIFS WALL PLAN BELOWO;T -LINE OF I I' MECH. EQUIPMENT 81�wNFOR 1 11/2"=V-0"�-Q C-ROOF 94023 A3 R5 AD'15 1 WALL BEL i IT4;ORMATION ONLY. VERIFY SIZE, Ies LOCATION, AND QUANTITY. I ? A - -- FOS`" ALL DIMENSIONS TO FACE OF CONCRETE _ --- - - --.-,- -------- - ._ _ - --- ------ - -- ---- ----- IDS 0- _ _ --- -- �� - FOS F� — ----- -- -- ' OR CENTERLINE OF COLUMNS AND OPENINGS UNLESS NOTED OTHERWI6E. �! ® 82 I I ( F �io I 3. REFER TO 134/A3 FOR TYPICAL TYP. I ROOF PENETRATION DETAILS. TYP. I I ROOF -FIXTURED I I DIAD. BRACING - I I \ I 25'-0' METAL I HALIDE,I8X18 SEE STRUCT. C2 I I DISTRIBUTION 1 '� I �.. o CRICKET- I Y J 2 D2 TYP. A3 AC-I -- - -- - - - - --- - --- ' -- - ° 1t City of Tigard .. YR U I _ i � � I - 1 ---- I -- - � � - -_-- ---- - -,-- a Plan Review e iew for 4 A4 ± __ - I BuildingShells I - -01511E I ` F I AE A4 YP' I I 1 & Site Work � SIM. 5' 2' 24'-10' 24'-10' I 5'_2' B5 - - — ;; February 23, 1996 --AREA B5 AS 1 - STRUCTU L CURS DIVIDER FOR BRA IMG - SEE LJREF-I STRUCT. 1 n A AC- G - - CANOPY ABELOWY-- \� 00047 VERIFY ON TENAN I I I I 1 I ARCHITECT S IMPROVEMENT CONST I A PROFESSIONAL CORPORATION D3 DOCUMENTS 1022 7L A5 I SEE DTL. Cl/413 I _� i 1 I 1 R PORTLANDHREGONWEST A0A205-2447 UITE SA \` LI TF EPN016 503 22?5757 FAX 60!241 1614 � I I -- Pp T y s w CANOPY I < I , CASCADE BELOW y r s o 1 I , I D, B O l-1 L E V A R D CENTER 1 _ h 1 ITIGARD, OREGON y Sr..UPPER - _- > 4 (2)DS + E 65 1 4(2)DSR I F1 I I 1(2)D5 I PROJECT NO 94003 r i FLENO. • 94003A3 r ^I �1 ly � D2 R DATE r Fl:O. 23, 1996 1 116 VgDNb r IDA TE Y DlbCRP7DN r --- -- --- -_----- --- -- 316'-m. . 6 v N BUILDING 1 LOY K. SCN � F3 ROOF PLAN ROOF PLAN .. F hOR Ce9Cedo 131A,13029(Shell Only) OREGON ©UP 96 0097,MEC 96-0055 Fad 3n,41 A3 OWE I,No. . u rr. If 111k Ilmice :1ppe,lrs ch;l1•er• (11;111 the document, (he document is of n181,4iiIII11 yuaR;ty, ,t IIIII1I II a- 4. CD t�#�I}i�lllll 4'�lll�l'il1�i III�II�I Illllllllllll IIIIi�i�lllll IIIIIII�1 .4�.l ,"I.L I. � .11li 11111111 Alun i rt `i Ilfml Inlhul tnllonlnnllnl mlhm Inlhmll!lilrn nnlul�illulhnlilnlhlnlnnlnn uniln I i *WypEY�_ e.-F �,�, rJds.y ,+ YIYyq+ . . _ _ ... _ uxaa'S. • Is TV --A Ir. FS �—91%- L u _ rs KEYNOTE CjjjJJJjj.,,OR 4 1 y 1 COLOR 4 • � � b ___ coLc>fe 1 //rpeA wu L.Az�DtR .so+'bTr care d__—____ 6 ,� a DOCK MR" PI s w,wu rrn sI�N aY oTl r� 9 te116E+►DA v10214 B OIIF I TION tW I COLOR 4 / F LOIN M Door OTAArt I COLOR 4 4 LOCAL AURISDIG ION_-_ --- j ROM 01-0" MMiO lloap 4►a rL A6tiG IMYCJ. t ewwes OULD6, i PAPW - � I '� I Tyr COLOR 2 � T•- folifeWA - T r1 'r - 1�Y1�AL DOLOR 3 COLOR COLOR 1 ( I �I /UMC T1 W. r10N7N�PIr77fGT10N "' r : ------- -- -- ___ --a------ _-------------- - - ---- _ _ /'1> o Pt-1;MATT INSUAT1014 i -- -- - - --- - __--- - ---- - - ----- -- ------ --- _ - -._ -_ _ -- --- ---- _ - IZit�Js Pt-111111 rf%IFAT Ntli 4T10N 1P114LA - --- -�- -- -- VVWW 8-111 ArT 1 i TION - Y _ 1 -aI6N DY`otNER+b - -= -- .-r-_ -_ i_,_ _�__ "WC A"01 V ape WT.�,T �L VINVY T',;.P. a LOCATION I ( oil." Kim,6.6YStlN �4'�• SIGN aY D1 AK ,�, ��1 - LCC.�1L .UDI6DIC1'ION-- ._. 1 I -._- ----.-_.- _ I'�4t� il'tWM Ml�1TF1�i6 . CANOPY ,'� :� � '-y' IEC]11N. I CLL& '-9' L erWWA MTAI.llMLL PAML-Trr�t i - --_ - SUPPORT i4_ '1- _ e•1we MTAL IWLL PAS - COLOR 3 _ C1 L-f --PANZER ME T COLOR 4 4._ -3, t TYP If41iD r•!!TxI21�LLcaEPANEL - /'UWC PW U.MALL PANrtlL-TV 2 1®'-D" AFI, . An COLOR 2 -- r 1 , tTP1R 2 AC.GlE6O1l�6 4) -- -_ AT ENTRY S L J _ ---- CANOPY b (-- dm C-ITT r1thTlt I I , . b �� I T I I .a • - -_ - - COLOR 3 1 ps TRA PO PAD - /wM4 GOI'rOr11T1oN i+LAMM/a '. - -- T I I s z:{ ♦ 1VGT.C>tvl Gi[ PISCR�C:1 1Nt C.Ar �iLl I�AI� :.t.^ t. 1 .••1St:.'•:. 1 i Y- • i _ w II t• I • 1F 1 � .r... %4 os4 I I o ' a I tar>.oe L .rc,eT M jr[ I � PJ •_"_-- ---- J - COLOR 3 OG�iG1iC7oR fa[MG' r r J -• - -- -- - - - - _ sbeeN arls�►s�R "' ~ -Al PARTIAL NORTH ELEVATION PJ OTWA b�TT PWT 01%M ACWYLWSEALANT . `T- - x . - e� �LA�TQ't1YC eLtAi.Aetr ..M. coo"Aft Locum I E MXA NIC-LdWMAL DGOR, 1E ENTRY BEYOND __ MBNA �a/�D Co4_m Dom . _ Iy MYIa �PIMAD co L ba Poom I PANELS ',1E. ED AT �4LIE I 3� ( I M1 40A ovrJW&AD CotLfA4 4#t LLg 016M SEE Db/Ab ANEL6 VIEWED AT AeM7ILr COLON I ! I I � SEE Db/Ab MDMA ovtlp�tAD DOOR a"&vLy /bNOA Al.UrtliPl lNTRM4C,t OC+OIR r� M4WO 6T - � R100F SLOPE O'IiWA _ CI!lAr�IT FwAMP1a,Eti ; 016mm1 OVER -` _------_ -- _-_.-_-_ TPRPT__ COLOR I I H=J_-_ --- ---- - J 111104 eA MnLt•4uD�Aurcru,TIC L1C.1Ir fIxTURE ---- --------- ----_ -- -{-- - --- —_ — . TP1�T. --�- -T-- --� ewes eI+ .wrc�r.At1c OR I _ I ---__- COLOR I `---- - O1z -_---- COLOR I _--- -__ _- COLOR 1 I .- --J --------- w4beG Nbr APMV mC PE 2� -- MMibA GUAR POA AT60 GLASS WIT —`��.�• —./'�-- Mbara cLbiue 6P14L1 at.�iJrfT 4'- ' r, '-!' CANOPY CO 4OR - ICOM IMl�M C L.J SEC�1F"t1TY - - - _ e'WUA WTIEL.PRAMPC. ` ? --- el�a t+rM"tirl■OLiy t�lUAt6D LlCsitT - OR 4 J b ?' COLOR 3 b ? N► • _ FIXTURE L - N -- , ♦ ; - _ ID 1116mD �— NWN iaJR F ;b A M1t"Oe Pec"&#'1 QDocK L AllD -DOILNSPOIJT Tyra I 9*3" COLOR 3 '-� 3 WeG rV4PANrJL DOCK LEV ELIMCOLOR - 3 X d COLOR I C= a ELECT.I TER MO a s 6"ELTm IflbOD - Of 14CLO6 Pa - - - 0 PJ - - _ - - - _ _ p B PJ B PJ B _ _ _ NOTES THIS SWEET � 112.• E O ELECT.METER COLOR 3 O O C Q Q k - C1 WEST ELEVATION � "360A OA GEE PROACT MANUAL SECTION - L 1'OR EXTEMOR P COLOM "M• 5 PARTIAL NORTH ELEVATION a PANEL TYPE..` ell -- - O STEP PANEL 3 '/Z 3 4 O REVEAL PANEL 5 y C O MT PANEL D'141mG BEYOND I I I AS - eIT3 x..61 I - u �I • COLOR PRF'T. - -..----- - -- _— -- - - -- TPRPT _ COLOR 1 Revisions for `r TPIQF'T. - �� I T.F'RPT. I . . City of Tigard m7 mmF COLOR I COLOR I ------------- ------- ---- --- ----- --- --- �--'- ChFI _� BEYOND -' -� _ Plan Review for `2 COLOR ' -- - Building Shells SECURJTY LIMY 0 F1 (? DOLIN TS 41- ' -3' ' OR I COLOR 2 EO. Ea I May 2, 19% )DCUKSPOUTS '�-----�' -- 0 ' p �' b' 2' COLOR 3 b ? > S 0 CUFJT1' A2 L C r CC lOR I COLOR 3 I 5 � w r � 1 a � 9 1 F'J PJ PJ Q P Q PJ Q P ARCH I T E C U Q O p O I a E 1 PARTIAL SOUTH ELEVATION A PROPIESSIDNAL COMPORAT10N 1022 SW I`W l"T SALMON OURT 360 PORTLAND,""CON 17206-2447 U" ■ TRPM016 SW 222 3757 FAX tial 241 U14 ! E D C ml?4111 B - ______ --_-• -- A , g f r —--� fa'lbmm-A � Fwa�cr Cc�Lc�R I 4 I SIGN BY OTHERS I COLOR 4 VERIFY SIZE 4 LOCATION uf/ I I CASCADE I ( I LOCAL JURISDICTION I LI----- ----------j — J. I � I —m16mmA `'�-- I BOULEVARD COLORI I � AORI CENTER ROOF BEYOND COLOR I - ---- - - _ - ---- - -- -- COLOR I J I ,. � I � ---------- ---- -----.__ __- _. _._ __ _ _- _...__- __._.._._ - _ _._-.- ._-- -----•-`�_ __.SIOIV�Y=t?T.iaER5=-= _`-T' _ - I VERIFY SIZE 1 LOCATION W/ I -- OM41A ROOF BEYOND •1l•IRC.°f{214-I+12�.._ —J COLOR 3 1' 1 TIGARD. OREGON 01,000.1- OVER - - - L FIXTURE - IL 4 COLOR? -3. L J 4 - - -3' t 1 I CCANOFYTS I _ - rF&Epm 6 94003" rra 1 •4003 CGLORI bnrR, FZ9. 43• tsi9s -- - �•.-,--------91 --.� t: COLOR 4 —_` t'?)DOU.NSPQlJT9 SECURITY' LICsI'It Mvr�o+w . 1 6 2' �'f COLOR I FIXTUI� r• prm COLOR 3 i CAW r''Y COLOR 3t Ed Al nt 5.2•�G C2 I COLOR 3 I COLOR I '�- ' CALOR 3 \�✓� 14 t�Ir, CA, P r QA P QA P A PJ ---- --u� J PJ -- -TV - - - - - - w.Pr n nr 1 p P E? iJ I L D I N r 1 1 O ELEVATIONS F1 EAST ELEVATIOIv F5 PARTIAL SOUTH ELEVATION .uPlrr . ( Cescarlr City f, 1�0P915hell Only) c 9UP 9fi(",'L, MBC 96-0055 I 4of41 If This police appears cle:ucr th:ul file docurnenl, the document is of marginal go:o':ty. flow 30 X _ ! J I l 1 1 1 1 1 1 � IIjI Ili I i t I Ili i i ,ji!►li ili;I illlili ►JIB �! ' '!�... • :. . I l I ! 1 ! I I I .Al� .111► illll i I i mill ttt�tm ttuNul ttIhllllltnllm mlllnl IInIIiItIInlllni IiI111Iu u1�llllillnllnllumhul►Inlhn l ti �li` .- 1. 1 . a ,dry rr FIR i KEYNOTES @P000 M ALS 0S600D LOADING DOC-+K NO61NG Q 1� I'-ID' I'-II' Oeb"A WALL LAG✓ER a SAFETY CAGE ' O511"D 0%49BAPILAD DOCK FRAME 7 u 4 --- CONCRETE WALL Q i d""E STEEL PIPE RAIL W-A 1 I/4" DIA.05500E 09300P LOADWS DOCK STAIR RETURN INTO CONCRETE WALL AT BOTH ENDS — T UJAL O6f161ti00 EXTERIOR �t"L'A1� Q GRADE BEYOND 0610013 BUILDING PAPER ----- CONC. WAL.L 01000 Ewo.p*-AL 4 M010TN,e PIEOTIGflp�1 -- -- CURES BEYcJND I - 01210A R-Ii MATT IhbULATION 012109 IR-I%MATT 046U_ATION <' I- C1210L R-19 MATT IN6UL-!TION - - GRADE BEYOND iry N � WHITE FACING 01210D RF.IIS. VAPOR I�TARDENT s ' -' -- - - 0 01241A EJP."r•.SYSTEM GRADE ~ 01241H GYPSUI dr1EAT1.11NG, 5� 01410A PETAL WALL PANEL-TYPE -- _. - --- -- - -- - IRV T. FLOOR PANEL TYPE 1 ACCESSORIES GRID F'I[ Q - -- j 01410E PETAL WALL PANEL-TYPE 2 LI' j r 0141OD PETAL WALL PANEL - * j 9 TYPE 2 ACCE56ONJES 01511A-C. IJNA.bb IGNEG I I W ^� O1511D BUILT•UP ROOF SYSTEM 01511E CANT STRIP 015116 COrIff<>eITICJN FLASHING 01511!` TRAFI-iC PAD 01511A GTIi1GT DEVICE PROTCGTIVE („AP _ - - -- 015111 BASE F A6HING MEMHRAI* ' COPI � -'�� DlbOtlls PARAPE. WALL OKIRTArG F'ARAPETI 4 ° -- -- PARAPETI _ e' -- -- }--_-- -- 01600C MISC FLASHING I I A3 STAIR SEC`►'ION V1600f Ter) •+ • I • 01600E WAASNGNED 11/2"=V-0 01600G DCXUN6P'OUT 01600." DOUNSPOUT STRAINER ' d . �t 01600.) UNAS6IC�NED . d _ 01bOOK DOLLN5PG�1T MRApC(`T EU im 016001 LI&PT FIXTURE COVER ` �• �' - __-._1_.. _I • - - - .-.. .-- 01120A ROOK HATC" - 011208 SALTY !'�,ST � - 016mOA 01SVIA EL/46TOMERIC SEALANT q B O.1901D ACRYLIC SEALANT - - -- --) 7— -- - -J - - T- --- - _ -v-- • 01901E BACKER ROD T• " `Jl - 01901D EXPANSION FILLER 01410.6 • 82 ® �_ NO1t~ DOOIr!AND W 4DO • • - -- HOLLOW META' DC.OReFRAME • {�� " � I I _ OSIIIA �' • • BS • "331A OvfRNEAD COILING,DOOR - I TYPE I ° u- _-DIAGONAL I , 0B3jtD OVERHEAD COMING DOOR - -•s - A-r- I., -, I BRACING SEE TYPE 2 _f— •• i Pb S T RUCT -- I W 0e340A OVERHEAD COILING GRILLE ° d• I ` • 1 I - ASSEI 10LY C1� I STRUCTURAL RECESSED " I ST 5EE LIGHT FIXTURE Oe410A ALUM,MLT1 ENTRANCE DOOR T - FRAYING SYSTEM OS410D 6TOREKRLJNT---- 00460.A SWxENT LRANCEIDINCi .wTOMATIc � � R OF �� Oe�wO.0 p PART INC�TOHATIO - ?17 OSr80tS 91-PARTING AUTOMATIr {� 30 X ENTRANCE - TYPE i ` ObfiO®A CLEAR IN.'SUI.ATING GLASS UNIT b I O8&.VVD CLEAR GNGLE GLAS6 WIT 8 =. LL, A — Imp— NOti000 t�ne�ee - • " I OF CEAPPR�INGaVERI ONTE �nI. I 09155A STEEL FRAMING117 e I CONSTRUCTION DOGS --�_ ---..__.�.- I 092558 5/e"GYPf P BOARD • d • : -- e . • " _�` --- -._____.._ I -- -- - 11000 1�G71LM�'ta-1T IT • ----- I Ltd �- - � • • IIIbOD PECHANICAL DOCK LEVELER - ` . � • ° " I I I IIIbOA EDGE-OF-DCX.K LEVELER TYPEI 111606 C:NANICAL DOCK LEVELER - I� •, ---,- � I I1DIyl=gT• I 102 RETAIL 2 D4 ui60D DrrO�cK2eHELTeR • d I I 11160E DOCK SEAL 20 T. SEP— BREVEAI `C• 0' ©" -� - - --- ---�-- ♦T. _ T. FLCORF:OUNd T. FLODR � f "1 DATION DRAIN 211 • '• -+ • - • , B3 - BUILDING SECTION BS BUILDING SECTION �Z 2. A B 01141A MECHANICAL I e 2 1. STEP �--p --- -- - - - " �ITA.CSEE City of Tigard T. 5TE T. REVEAL— � — _ � n,�/ I I ( � C i• 1 N PARAPET Plan Review or �5 Irl': T. FIRRPT, A5 If - F_ ---- -�_ -- BEYOND—..� ��.111d111 Shells _ ,A -- -- m,b©mB -� - -- _ A5 g 1 Irl' " 5.1/1' TOP A3 ��• •�� T ID 41& - I rA5' hw' _ OF ROOF & Site rk February 23, 1996 • " I Ciel I -- -- --_-_ 0"111Pi.B - - - -_ .__ _ _ � s I. — SEE 5TRUGTRUAL -01210P- 1191 11108 t $ d " " J —� _ •tl• • I ® I APPEOX�ATE LOCATION r93'- " 102RETAIL2 i\ RCHITECTS ' 3" M 9'-3" TENANT IMPROVEMENT 7 « —__ _ -- G I I I CONSTRUCTION iJOCUMENTS. T. REVEAL � T. REVEAL - . - - ry 8x8 COLUMN GRADE A PAOFESSIONAI. CORPORATION ^N SEE 5TRUCTRAL 1022 SOUTHWEST ZALhgN SUITE !SO M • • �T. FLOOR - �/ PORTLAND, OREGON 97205-2447 USA $ 3 �4 3/4' 31141- 6 114' TELEPHOW 003 222 5757 FAX SM 641 1514 C3 BUILDING SECTION - - --- y -- ,�.;:' - , 1/8 =1'—Q" P100.1icr 5� CASCADE x� PANEL VIEWED • PANEL VIEWED - PANEL VIEWED BOULEVARD AT ANGLE, SEE C3/A4 AT ANGLE, 6EE G3/A4 CENTER AT ANGLE, SEE C3/A4 A3_ 1.� "- - ---- COLOR I " 1. PRPT. A3 T. F'RPT. _ --- _ ©OLORA -- -- 85 I eA — ROOF BEYOND 31 0'-0" m'-m" T. PRPT. COLOR I —._ T. PRPT. --- _ ---- - COLC3R 1` - - - - - - _ _ ,----_-__-_ - - _ __ __ – - - - --- _ _ __ _ _ _ _ __ COLORI � TIGA.RD, OREGON T.�100R ° 1. FLOOf� , CANOPY - - - - _ _ - -- - - - -_ _ _. _- - -- ___ OUPPORT COLOR r CANOPY � le CANOPY TYP. / i SUPPORT oao.iFCT No SUPPORT - 01410.0 ----- -- CANOPY COLOR A • 04003 • I COLOR 4 --- COLUt1N COLOR 4 F&F No 94003AB - 1 1 BEYOND - ce EOPY DATF , FEb. 23. '1000 CANOPY Cf��OR 4 _ COLOR 4 DOCK LIGHT AEVIlION! , (OA TE , nn4cw►Tloa. T - FIXTURE r -1 11160 D1 STEP PANEL D2 REVEAL PANEL _-- 1 1/2"=1 '-0" - 1 1/2 1,=1,-0� n \� o L� I C= o - - -- - T FLt?OR T. FLOOR ® BUILDING 1 tm K. CH N FOUNDATION —tll�®B SECTIONS DRAIN—— - i 1 m I ' DND, BUP 9B�D09tl,MEG 96.005OI'ly) 1 50141 D3 BUILDING SECTION DS_ PARTIAL WEST ELEVATION A 5 171r=1 , 8 =1'-0 If 1116~ nDlire appeals `kcal-`+• IINan Ill` document, the document is of marginal qual,ty• Il�lll�lllil p iii Ilil� �17111� Iql � lil Ilrj j ill i 1111141,111111 I1Il1 illlill CD ! - � I I 1 1 + 111I +Tim 1N' �n�ml(IIIIfm Nlllnllhn(hnl Inllnli nnlnnllmhm mllllll nnbnlmnlnmm�lunmuln Via. ..m=,r._m„•,_.:::-,o"'*"�r.e'I.+o*gR1�'. �q"v4NV'TArt+lII�F�!F�111�'.�. , . . • • C` Ep.7"'77 _77777 as di. KEYNOTIFS b t)lEtalRro MIALO 0*bi&0A wALL LADDER 4 6AFETl cAa# At ft5VVS LOAp*1G DOCK NO61140 06600,: OViM MAD DOOR PRATE N600D MOLLAPIP 1661500E &TF.EL PIPE RA.ILNG6 e "6"F LOADNG DOCK 6TH R 30 -�I ------ wiOitillD Wt710D AND PLASTIC 06WDA Ex-MmOR PLYUOOD 06WOO DUI!ONG PAPER — ARCHES AF30vE _-- --- -- �__-- ts'1/IOI r�i4L A FIOMdT1A P'f6oTEG-T1q� CANOPY ' r_ 012WA)VO R-11 DATT OJLATION • SUPPORT--- -- �-•�'-`- �_ �� Ol21DA R-II GATT N6ULATKJN �I - Q� A WINO'C R-19 GATT NGULATION - - DOIW$FJtJT \ I \ �--r W ^'+ 01210D PC".VAPOR RETARDENT f. -- �ROOF DRAfN 01241A E1fA.6T6TEM 'T. PARAPET - -- ---_---� __.---� - --_—_ ' - � 011418 GYF'6U'16h1EATIa04G _ -f--- -- --_ '- 014WA FETAL WALL PANKL-rrm I cps 014100 FETAL UALL PANEL - t I — TYPE 1 ACCE660MMEG ,, ` FMFTAL WALL PANEL - 014Wc METAL WALL PANEL-TTM 7 014100 TYPE 2 AGGE660RIE6 01611D CUIL i-UP ROOF bTbirm _ _ _ - _ _:_ r _ r t V'TbI A-C ULL664NED - -- -- -- -. - _- - 01611E CANT&TRIP -- ^- -- - - _ 01611G TRAFFICOMPC TtON FLA6NING t -Jj _ 07611E TMiMPIG PAG O161U GAGE PLASHING ME 111! FOC �� 0 01&IU4 6TRUCT_GF.VICE PROTECTIVE GAP -----._�LDOA COPNG 01600, MI&C FLA64046 WJKTWi FRACONCEPTUAL CANOPY OTLOOO PARAPET UALL 0'16000 BCI,M°M''ER ; 1`11NG Orli.Y. SEE STRUCTURAL 01600E UNA"k1A%4ED 016COF CONOI.IGTOR HEAD 0160016 D0uNS1°OUT ® II 01iOOJ UNA"ha#4ED 6TH R I 01iDOK DOIIN6POUi BRACKET e B1 CANOPY PLAN _ 016AOL LrmWT PIXItRE COVER 1/4"= '"7 I 01120A ROOF HATCH 011200 &AFETY P06T • 01501A E LAVOMERIC WALANT 0190113 ACRYLtC 6EALANT �\ 01WIG BACKER ROD - - -` --- 01wID LXPANBICM FILLER /M M POOIM AND WIC C)o » -i-" O&IIIA HOLLOW 1"E1AL LIN.JRA-RAM 06331A OVERHEAD COIL NG DOOR- TYPE I 003311! OVER1-WAD COILNO DOOR . -- TYPIC 2 00340A OVERHEAD COILING GRILLE A66ET BLY 003i0A OVERIEAD DOOR A66E1 BLy 0041OA ALUf1NUH I.NTRANCL r%OOR "410A 6TOREiR0R FRAMING 6Y6TEM bRJCiLH•6L._)ttdG AUTOMATIC EWRANCE 0646015 151-PARTING AUTOMATIC ENTRANCE - "rol I 06"O.G GI-PARTING/1JTOMATIC ENTRANCE - TYPc 2 0060MA CLEAR INbIAATNG GLA"WIT 06000D CLEAR 61W LE GL.A66 WIT 5 VWSSA 7f(2,6 SSEGTM",A1•1150ARD N Z M Ft _ nola� ■al4+t•G1Nr 4 THr-c:)UG'HouT _-- - -- _- _ C� 11600 MFHA� KLEVELVELER- BS TYPE I _ A3 11160G MECHANICAL DOCK LEVELER- TYPE 2 - 11160D DOCK SHELTER .r 11160E DOCK 62AL -- — w C2 ENLARGED PLAN AT ENTRY SEE STRUCTURAL o City of Tigard 1 , Plan Review for Building Shells APPROXIMATE LOCATION OF CEILING. VERIFr ON & Site Work CONCEPTUAL CANOPY I TENANT IMPROVEMENT CON5T. FRAMING; ONLY, DOCUMENTS Februur 23 1996 SEE STRUCTURAL -- I I I � I I B4 — RECESSED OMNL IGI-ITS A R C H I T E C T S ..EIM i I A PROFESSIONAL rOR;'ORATION r I C4 1022 20UTNWEST 2ALknN SUITE 350 I iti PORTLAND.OREGON 27205-2447 USA a r , TEL64 11E 603 222 5757 FAX 503 241 K1A U �.. MOJf l:T . CASCADE BOULEVARD CENTER 1 ExtEwoR Iml ,tee_ T� ' a TIGARD, OREGON PRO.rtct 94003 - Fu No 94003AS VA re . FEB. 23, logo a oArc • o•scw�roN f -� 7 T FLOOR-- - —— — --�� -4-• 4 ,'IIIIAWftt r1r'LIF I to pyK. R CN t� + BUILDING 1 N 15 SECTION AT ENT ' SECTIONS OREGON R` ' 2 `' Cas•-��Ip,in; d.�3029(SlIellonly) arlr>t wrtr no. , A V {�I 6 nt 4 1 96-0055 - If Ihis notice appears clearer 111:111 the documew, the docllmncnl is of m,Irpin;11 qua1:1.•. CDt '.Illi. RIM J� III�III�► �17I+II�IIIW llll�+Ilirjl IIl�II++11111 II+IIIIf+VIII +�IIIII�III�� . > I+jjllli IIIN!1111 ! C �Aii Hil�llff iltllllll i111IliIIIIIIIIIIIi Iflllllll IIIiIIII111111I1i11 Illlii;ll IIIIIIIIIIIIIIIIIIIli141iiIIIIIIIIIMt illli111 fllflill � S ,I .. .'. -.. .. I. r .�',�•� ',u1.i! .FI' ,.t .,� �r h... "IST �I ,.' � .,., . ". yy I 9 i � �:.,,:.M�, u,,; .;,,. �.:,: _ x.:rc., .I L._, '' .• ,,; ,. '✓� FR _ Ilt+i�.71�!.•-` ;11q,?• .:., 4 F3 YNOTE5 so.-IV. - ( - - I _ _ _ - -I - _- - - - --- -�— - - --�--- MRAu - - , 9' - -- - -- - A1D - - - - -- - rI T - --{----------r- ------- ------- - -- -.- -? -- I —r OS60'E'J •JALLLADOCJ[NOMBG C.AM DER SAfeTT' --- B '7CN1 OF 01141 I - —CURB i A10 -1 I Oi+iODD LOADING D f: 1 11'0-0" AFF GONG.RETAINING ! I I 1 - I 06.006 SOUR AD DOOR PIIb1P1H CANOPY AT c,. _ _- ---- _ WALL -- cANc4Y Ay ' I GJ I I 61 I ( ,) J i �' abb"P ILOA L r�iPL'RaILINsib W i ObSODf LOADMG DOCK STAIR E! Y - A50VE 0601610 UW&AMP P�AOTIG RECES5EM 115W - -UI I I i METAL GNT3 t I `�� I - - ( I -COLUMN 59._0. I i 04100A EXTERIOR PAPER Y40M O O O O O O LDFO BUIL , `C -7p7 IMI_REIAIL4' 01210A FA-11 BATT 146I�J.TICNCANOPY 17106 R 19 ItSATT M6ULATiCIN14"ITIF FACING ABOVE — I0m ( 1210D RAIIII BATT MbILATk)ID5 - — — fIF0 0120D REII VAPOR RETAFrAW fl _ I I -- 01241A IS'Ji8.6YSTFM � ------- SPANDREL _ - -- -- -, _ __ I 0 I 01241, AIYPSJ•16HEATHl161 : C ENTKY Im:'-I D5 I 0 i 01400 METAL WALL PANEL - Y i PANEL. CJ FOEi i 014100 METAL WALL PANEL T7PE I C ► CO TYPIC I ACGEbb/7RIE0 60'•6' ____ O141O.0 METAL.WALL PANEL-TYPE 2 014WD METAL WALL PANEL - - -- ---- -- - TYPE 7 ACCE66�E6 AlSTAPLES REFL. CEILING PLAN A3 STAPLES ENLARGED DOCK PLAN - — — o1511A ZI CAN61GNED S A4 STAPLES "ENLARGED ENTRY PLAN a1511D TRAFFILPROCF6Y6TEM I 01511E CANT STRIP 01511E TRAFFIC PAD r 1 8 =,'—O 1 =,'--0 - D15uG GOMPOWTION PLAbHMG D15IIN 6TIQUCT.DEVICE PROTECTIVE CAP 01511) BA&E FLASHING 1-EYIORANE b CURB - -- 6 O D --- - ----- - - -- - 61URTMG 116�G HI6�CAP1'LAa SMG _ --- ----- 01600E CONDUCTOR HP AD 0'11410 CANOPY -CJT1 F' _ - �•- 016006 DOIWaPOUT ! rJ1600N DOLLN6POUT a BANE A7 11' 0" AFF + - CONC. GUR5 GJ + O Al__1ci — I I 014,00J UNA"IGNED C) 016009 DOUN61"W BRACKET - --- - REGES$ED 115W rTET L O ;--t--- OIbOOL LIGHT FIXTU%E cOvIR I COLUMN y HALIDE DOILNLIGuTS UI I - - i - --------------- 59'-0' � , l me T ----- I I 01120A FrOOP HATCH � TR'J55•SE_ STRUGT. I -�----_ - -------. _ ---- ----___.. '. - - I'-m' - - -- l7 SAFETY D POa DURA ART STONE BOLLARD -- ( 055mrDD -- - I b-PB H4-30-A-513-LSB I O15OIA ELAOTOMACRYLIC RICOEA 6tALANT -_ B V lE ----- ----- CANOPY (L TYPICAL OF 4 ' I 1�cID E ION O _ ._ 01901.6 NAC.KER ROG� ABOVE __.__._. _.-_._.. _. __._._.... O xPAuaa FILLER o O d c� n U -� �J -------------------------------- 14'-d' I1'-4' I b'-O' 4'-0' 0� Oe000 DG�ORS AND W2GOtUb 1�7 STORAGE '" © LINE OF _-- ---__-- _-- - - a IL �ji - • SOFFIT LL I tQ� �( 06IIIA HOLLOW METAL DOORiFRAME 2 b' D' ---- - - LLILLLLL L,I x ® 0 08331A O SRHEAD CCXLMS DOOR - -- - 1 --O O - - - - - ` 055Dm.D _� _ F05 I Q DS Ci — i "331t OVERHEAD COILING DOOR. DS TYPE 2 _ _� � 1 A� FOS C8340A OVERHEAD COILING GRILLE ~ d — DS -- —�_ —_ — �°� QI i A66EMDL T W 012410 AT 10'-0" �- - - / FOC O 00360A OVERHEAD p0�'�R A68Ef10LY IP14' VESTIBULE _ 11160E _ ENTRANCE _ 092556 AT / CONC. CURB J - 104-4 - - _- ' _ _ - "410AA 6TOREHRONt FIG 66Y TEH 06460A 6,NGLE-61AUTOMATIC — -- I ENTR1 INCE D O.H.CO!L I 08440JB BI-PARTPIG AUTOMATIC B1 COMP USA REFL. CEILING PLAN AAO eENTRANCE - TYPE I ^ GRILLE -- c. ENTRANCE - TYI-E 7 i 094606 51-PARTING AUTOMATIC F ABC VE — C2 o�AA CLEAARR an�dGLH�A6LAS UNIT ELEC.METER ENCLOSURE �� T b -- .} B6 A coo" (Mi"" �'-©' 4'-m_' b'-0' 4'-0' 0)7650 STEEL F�1.1MG ©8410B e FINISH ?-- I C� 0,\ V�lrl��`�� I I 092650 5/b"GY"LJM BOARD B3 COMP USA ENLARGED DOCK PLAN } -- B4 COMP USA ENLARGED ENTRY PLAN 111600 ME04 EDGE-Cr-DOCKLEVELER !8 =1—� 111600 1 tEGHMIIGAL DOCK LEVELER- / - TYPE I III6D.0 ME04ANICAL DOCK LEVELER- E - ----- " r I I . 2 4 8 111E D CK 6WA�TER ? _ 96'-0' S9'- 4t3' 0' -,'OTES THIS SHEET C � ENTRY ELEVATION Z VESTIBULE ELEVA''ION � _B2 — --- — I. ALL DIMENSIONS TO FACE OF CONCRETE DETECTABLE WARNING F5 OR CENTERLINE OF COLUMNS AND 1/ -1'-6 - 8, -1'-0 I I DU 'PETER ! -_ ARB SURFACE. SEE CIVIL All ENTRY OPENING5 UNLESS NOTED OTHERI4A5E. S 3 EN LOSURE GOI ICRFTE PARKING SIGN AT 4'-0" SECTION 2. TYPICAL WALL ASSEMBLY Ib TYPE 129 I ABOVE GRADE. TYPICAL WHEEL5TOP I AT b STALLS. B3 UNLESS NOTED OTHERWISE ? - 5'-4' 11' b' _ 5',4' D3 10 1 ! C t - I --- - I /,�' j' 3. 15EE TENANT IMPROVEMENT GOV- i I 1L EO EQ _0' 4'-0' EQ, EQ.. A4 I 010 �� I I i 010 i 1 SIGN AND EXIT PATtatUAY T I! g SIGN A DN DOCUMENTS FOR EXIT I I AT2 _ Al A4 N.G H.C. i/:, ;�', V I B1 84 E LIGN INC I ( 51M , A7 A7 h I.C. H.C. H.G N.G. C. CONCRETE .-I .- I N :'•OLLARD A 4. ALL INTERIOR IMPIQOVEh1ENTS AND �n PLANTER - _ . �/ SYSTEMS UNDER SEPARATE PERMIT. 11 SEE STRUCTURAL FOR TILT-UP A - IF ^..-. 9 PANE ?S I -- �-- -- - - -- '_ - - DIMENSIOrW -- ---- 0 ' DI - I • - -SIbEWALK T D1 T o 0 0 I , �. : / \ CS r6 - 1055000 A10 GJ GJ GJ I GJ CJ 0 _GJ CJ - I - I I -� I J_ GJ b. SEE CIVIL FOR ALL SITE-RELATEp .. . . FOUND 010 ..... _......._..__.__ -1 DETAILS AND DIMENSIONS DATION RAIN - - - - - ' PLANTER _ T. F,OC'R.-- 'I 100ENTRYn - -- - - - --- —. �_ - J -� SIRE .PRI E A to©_I FINISH I B4 d !! 11 II I! ^ rh li II04 STI I p II II II °I TEENARNT S APT II II II II 4 I it ul II I 11 N p I ( LOCK-uP VERIFY • • ° p 1 ENTRY ELEVATION FINISH I III I U II II - ;I I I u 1 If r -�- -Jy I_n_ T = _ �i ICA IVE a4 NT ENANT City of Tigard Ijf�----- LINE OF ul I it =j - -� r -�U LPul I �\N �' I ( DOGES 0 ON Plan Review four - SE° F+EG SEE 5C-+ED SEE SCHED SEE SCWED. PENTHOUSE ABOVE II 1 I I E I r1oTl — ' � —� I � � �' L_J�i \�.� I Imo' ��- �, DETE TOR - 5E sc ED I L.� Building ing Shells I"c- ON C+e I i/ PENTHOFOUSE • ABOVE h I & Site Work n - I axa GOL >N 1 _ _ FF — —Ir - —_ n. / / • W / / • \ w TrPIGAL I February 23, 1996 - • w W M, \ / �, \ / /— N \ \ ^D2I I I I I UU A s�Ar--a-T, i3 _ 52FAAK-OGUT TIP -� D E I 010 o DOOR TYPES 'ro55mmD - TENANT DEMISING 9 -- WALL l SEE SG�+ED.� _ `JL° SGI.1F'D. I IL kDi 1 Z Q I �I2 o At ® Ato ARCHITECTS '—__ I I 101 RETAIL I 105 RETAIL 2 + Y u 51M STAPLES COI"4P USA z w A I I I A PROFESSIONAL CORPORATION d5 W , 3UJI W OC `� *VST SALMON SUITIE 250 Uj PORTLANO1022 TNO GO 97205-2447 USA I fI W I I \J TELEM ONE S0:1 222 VV FAX 502*411514 F G 2 -- DOOR TYPES (cont.) _— FRAME TYPES I I PLANTER RETAINING (� PROJEcr W E 1 DOOR & FRAME TYPES _ UTALL-- - - �� '_o I ,� B3 CASCADE -- - -- -- BOULEVARD _. CENTER � At3BRF VIATIpINB; ` A ALUMIMIM `'1F MMfUFAGTURE �"' 1 AA - ANODIZED ALUMINUM M METAL TLL 1 I — NB PL TE — AL ALUMINUM A GLASS P PAINT O-- -- --1- 4 _- _ _.---- .-.-_-�- - --_.___-.______.- -- CA - CLEAR ANODIZED FF - PREFINISWED 11ABOVE _ -- -- - -CL - CLEAR GLASS TG • TEMPERED 6LA6S — I11 I I 055000119 FIG FICLLOW GORE a • STEEL 0550011 ---- - I !;,-1' t 41 - HOLLOW METAL WG - WIRE GLASS II I Al Ci _j r - I ROOF HATCH IP MARK TYPE SIZE DOOR_ FRAME DETAIL NOTE - -- -- ABOVE. VERIFY ROOF NATC;N I ( I I T I G/4 R L�. OREGON ABOVE. VERIFY I H ( LCO�NST I DOCUMENTS- TYP. TYP. �L= ' W �1 a - - - - - - - - -- - -- - - --T imb OFFICE LOCATION oNT.I. ib- I F _ _ _-� C0N5T.D 10l BTORAt'sE -- - -- - - - -- - -- - __ _.. - - - � II PnoJecrNo. . 04003 D WIDTH WEIGHT E L a _ __ I 10_0-1 A 14'-IV., 1'-6" AL GA AL GA 11 TG --/ - AUTO ENTRANCE DR UNIT ' I ` I 101-I- D I- Y-b" T-D" HPI P FT1 P- I? -- --r r 9 IL- -- I �_ �. .� I �V� a III I D3 I .&E N� , 04003^7 101-2 D I 3'-b" T.m" F41 P HM P 21 -- --/- I OFFICE h, �[ '�]J `p it- =Q II I C 10 0�rE , REE. Z3. 101oA I I� A ofVOS ON* DATE . D&N R/'TION 102 1 E ID'-D" �0'-0" 15T P t5 r 13 n I L . . � — -- b Im7-7 D I 3'-16" 1' 0" F41 P HM P I4 -- --/ - - - • 104 B - 14'-P1" 1'-b" AL GA AL GA 15 TG - /-- _ ,_ I — — 1 JIL - Imo-2 G B'-0_ l'-F" AL CA- AL GA I6 TG (1)DS I— 9C.T G.J I I - B , —'fJ R. I Cci 104-3 C II T-6" AL_ CA .8,L, GA Ib TG Im5-I D I V-O" T-0"- 41 P - F41 P Il -/•- -- -- 104.4 i w, 106-1 D 3'-O" l'-0" F41 P F41 F� � 1' - - E►K',LOSI' R ' V-0" — Er r/rL• -I j H76-7 D I- +U, 0,� 1�0" FM P FIM P._ 11 -/-- — PROPERTY LINE- - --- - -- .-- _ - --- - - - --- -- - - --- -- - - --' -- -- - - -- - - - - - -- -- - - ----- -- PROPEI¢TY LME --- -- -- -- -- -- SNE P �-- 101-1 D I V-0.1 1'-©' F41 P HM I'' 19 /'. - ? .,. _ 25,.0- 5m'-m' -- _— SstJ`-m' BUILDING ." L RUIP G 7 3'.0" 3'-0" F41 P HM P 54'•0' _ — — 13 -/-- ROOF HATCH FLOOR PLA N -. 335'-V' - • D t 2 �1 4 5 6 7 8 0Nw r NIR , A ' OREt.ON �a. F 1 DOOR & FRAME SCHEDULE _ , ascadn Blvd, 13U?9(Shell�,�,�,., 3 FLOOR R PLA N bUP 9G 000.,MEG 96.0055 I OF 70,11 1 If this police appears cic:u•cr than the 3 document, the document is of m:u•I;in;ll yual:ty. I I.�#1111l11111' thIIIIIIIII� i1r�IIII lirll • Illllll�ljlll IIIIIII1IIILI Iillll11111h 1�:�l.I L30 X �i�. 1 � ftlllllll nllltnl tullnnllulltul lullull Illllnnbinhnl mlhntmnhluinnhnlinnlnn�nnitil I �rf�i ttl r , II : ,,.,..,�:a,,4aL�.�, ,Isis L,ur1"t -.� . _- __ . _. .._- •>1�IWeW$ti4, .. ..:: r , ;_. .. ,� „ ,_' _^dr-YrW-i.';. , .�_' : �-----._.... ..v s',::i.;.,7ddhiF' --- -- '. ary.r...:::. re. .,..— _... iSuYh- .., •....... �,.,.: KEYNOTES 41•IOO MI1TA4n • NEN•A WALL Lt MR n EA]ElY CA'I/ MNODIS LOAOE DCO(K'IM INNML C•KR6AD DOGE RI LW O PAR114T ENCA>D LAID -- /\) r YNNOOf LOADNO DOCX ETAW GTA -WJERE APPLMO - ObbO°Ln OH I --_ PLATE 1 W eE1KLCD ERpOma TEEL rlr!RAJ N16 I• - -. - Wa b .__--- ��"��• �- "IhTFIiE - GRiD IM!'i ,ADKOA R.YTC /EE p]R]ciu41. :=A OOEIuu¢rLT000D Duemc —OA]DDYMEO] Il I I } ILL Lbe NELDYG P.W0. WLR'F�T- I -fjy-T-PR—PT— sJI vi 1611 DQIT IYIO Twp VL r M'M'RD�POW11=9M h- MEA, 1'rf I1A R-MLIEU - IIpIIHOTEEL I170D KN.Vlr RETAIIDUUVINE IA ILII, a)I66r 6161 IT]A'D 6YrW "ATHI° RIPPED PT.A X 1 LJ wm 011WA METAL,ALL PYIL-TYM I • /_/— -_-_ - __-...,- .� - 9• T - 016°0D 011102, METAL FALL PANEL - TVIFE- OUbL METAL i4LL P.VIL-11TE] — IEE 61RICT. I14wo METAL WALL PANEL - A3ROOF CURB 1 r A66IFE A ppquE6 A4 PROTECTION CAP A5 COPING MIND MIIENYIR A6 AREA DIVIDER 01°IID CANT amp .TED ClpllE LYII c pA C-ROOF 84023 AS N.T.S. L-Roof 96023 A! + + =+' -O C-Roof 96027 A3 It61V TIMAN IT • 1 1 2 =1'-0' C-ROOF 96o2J AS VINe4 §a t,D VICE F11071 WSW •1IUCr.DENQ PIUIECTIK LAP 01>IU GIE PLA6441 MQlRAI! 016MA COPNK 0160015 PARARr WALL 61carm 116ML 11pC RAwMG Lt6mOD JkAbo DRO Ot6m0E w1M TO Ol6em4 Q'.LMNPpIi E m'1600H DOY>MrNT NTRA! I DI4EIDAND Oil" LNA,% o MIIOD M SND 0160015 Wl L LTG FIXTURE C R P! mll]mA ROOF N1rLH A -� ! - PIR MAK FLAwMM 011]02, GAIETY PC6i Ol6MD IIA ] 4'--T CLEAT 01WC !0115 WIA EACK"LQCEKALAMOIbDELLER CONT.CLEAT OlEllkw., IMODCHI 0pIILA W LM METALcummn E1R,n.01241A " If4LLR] -® p>:'.n T FE 7 C01LE1M1 CCPR . WE 6TRUGT. ONllmd A4SE ADT COLLMG GItlLL! B3 COPING + + 64 ROOF PENETRATION B5 ROOF AT WALL °° mA >KR EID C?LR A64EMMLY c-ROOF 96023 A3m WA ALU1W1eNTRANu emcee t 1 1 2 =1'— C-RooF 9027 AS 1 1/2---J'- C-ROOF 96023 A3 os.lmn GTO Etgx I Mµvr G p2, p 3 meu6eA NuaLe-eLlmon rrtmn6,Ie ' Lb40n DIMG AIfrCMA)K E1014W]CE - TYR I mNNmD el.rAe]nrA••A]rtaune EN,RANC, - TTP! ] pYmOA GEAR IRp.1 pGL WI wIT eecL n [AR N6rAE rA.AAS ee wrt IE611 IRADEs ° W012"D M 4*� ARD , I � 3 B EMO Ea4T'wrt EMd cDrs,-LF-IwcK UKLd 4 2 335'•0' M6/ y 25-0 46''0' 19'.0' D TY"MR I ICAL DQ'JC LMIOR 3 Y M 69' b',p e6lc �2 CAL DOOr LEKLER IY L OO p°1ln•4TER 4 � I AID R3 NOTES THIS &eET A10 A10 I _ L INFORMATION PECK ONLY.�ql"SIZE, LOCATICK AND DUANrITY. Al u 2. ALL DFIENNONS TO FACE OF CONLIETE OR CENTERLINE OF COLLMNS AND A 0 9 O_PE� A �tl AID IOPEN^d:A JN1-ES8 NOTED OTIHMIUM. EL u !�nf a7 3. REFER TO DA/AD FOR TYPICAL I PS D $ ROOF PENETRATION DETAILS. y • ® Al nB3 a \ CRICKET, k 7 City of Tigard CTYR RTU-6 2,P Plan Review for - - — _— Building Shells & Site Work Al9 Februwy 23,19% I AI OTSIiF q AI '3 1 BIM. 1511F � � AREA DIVIDER b ARCHITECTS ' pl A PROIEppONAL CORrORATRM. 4� A10 1022 EOUTNMEIT 5A ,Ii, ERT,MO A F011nID A ,pREAON 97M-24 IF IRA a R1 I T981tlE,pt pY s+V FUM 111 Mu . p 333111 SATELLITE o.. RTU-I DISH(NIC) RM 3 — --r-- - - -- - — - - — - — -- - - -- — --- _ CRICKET c y CASCADE - -O BOULEVARD BELOW 0 Y _ OISIIF IEEE mcm CENTER E I EL—� CRICKET F 0tV0A VERIFY 0, Q 155 _ y RTU-11 LOCATION ON TENANT in 3 Glp OL'C IMPIB9VEMENT CONST DEF.1 COMMENTS. SEEDTn . TIGARD• OREGON LOCAT01V0A R IMPROVEMENT ORI ON TENANT DOCUMENTS. CONST 8 EF-7 DOCUMENTS.SEE DtL.C±3 OB reorr.xa . IAOOJ f ADM R I F N.rr . FEe. 23. 1996 1 } 1 7 OB Icium" wr.ao.a a.n . xawro. tl DS E3 \ + l PROPERTY LME rU SM'•O' 1 SL-M. aa6'•v - Yr, SCR �n - � -- 3 a 6 6 7 B BUILDING 2 ' I F3 ROOF PLAN — ROOF\ PLAN Y N ' ��e,own. leozxlsnou omn ' • Bw el;an4].MCY96pp5E •'� Vv Col<I 4.152,AI• r i I Ir Ihir n�llire apyrnn rlrnrrr Iluul III. dunuurnl, the Jnrumenl is of m:vEinnl Iprr';y. �/'�) X C D Irl TNI111 , giIIIIJillr Dull! gIIlllliPP IIgIUII�III IIIUIq!JI� _ I! DII V n nnkll Inlnulnnhln ullluo ilnhm mduu Inlpnl.uulnulCnhnl unluu un l l I 1 ,..,.-,•A,. -..,...-,.,,n.,arnn..xr-e• m+'++.�s^n+R°r.'RERIB�AFR.. .. .. i . . . - .-. .._, .,: -. r ,v .fir'.rP+'n.•.. - .. _ FI) I' L '� t _ ^' •.�i` ' '-�" •I�' is _. i�' 'f � ..Y.'•_ ENTRY �' S A10 AttcTION 4 3 KEYNOTES ENTRY Olb@0A -FLUORESCENT A11 SECTION COLOR 5 __ _ _._ _ 4;. I LIGHTING - - �-' ._a --��r----� � Di�lOo i"RTA4.1 .A WALL I COLOR - - 3 01410A WITH 014108 - - - d*WoD BOLLAIlP LADDER , &PRAM CAS! _____-�-- - 0660d.0 LOAPNG POCK N06MJfi 06600.6 OVEIbaEAD POOR FRAME 016lD0A I COLOR 12 -T- _ - s --- - - I �E 6MILLOAD Ca D RAICK STAIR i G01.OR 10 ---- - _-- - ; 01600A _.__ I O6b00F LOADNG D�'X"JC bTA1R -- - --_- --- -0160@L OVER COLOR l -, - •6000 WOW*V PL0bT1C LIGHT FIXTURE - -j J 06"A EXTERIOR PLY0000 0.1241A SIGN BY OTHERS c 1 V - COLOR 10 ' VERIFY SIZE 4 LOCATION W/ Al 0124L4 01600A IBOC7F LOCAL JURISDICTION I STT COLOR 1 F --� - - - - - �b a euu Pn�PaPEp , COLOR b - BEYOND- - L - - -- --- -- -- - - - - U 01600A �^ COLOR b ROOF - # _-` _ _ -�C— --, �-, BEYOND I -_- I ~ X111910 1iil�VIL I P10NTU!!'160tOCi1A� s TPRPT. l --- -� C7 --"� ---- - - - - - - C_L- SMOA R-q BATT N6LLATION t ` - - - - - - - - -- - - --- -- -- - - - - - -- - - - - - - -- - - - --- _ _ _. _ - ---- - - - - - - - - - - - -- --- - - - - - - -- - -- - - -- - - -- '---- '-.- - --�_ - - -- . T'_`. Dl?IDa R-15 BATT — - +- -4 ---- - INlIk"TICNI LATI 111111pL R'1BATT P6LLATIGN - ONP0 .1 L)v ER IT)E FACINGPffNF.VAPOR RETAR7EtT CLOR b LIGHT FIXTU OV41A EJFA6Y6TEM 01241E GYPbM 6gA TNNG =FLUORE5CENT--CORg 8 1/2' PANEL TNICVESS A COLOR II - — --_- ..-"- -_ •-_ _�-------UP'LIGHTINGi --.---_..- _._ -- -._-- 014WA METAL WALL PANEL-TYPE I _ 01410.0 METAL WA1_L PANEL - r' - - _ _ - TYi"E I ACGE66pRIE6 1141A r T -- _ __ _ _ _ --- 014106 METAL WALL PANEL-TYPE 2 r1 GOLOR10 - _ '- = f� , ----- _ D1 C-- --3F - __- 7C ;- --OC---- -3C-_ _ `3 01410D METALWALLPANEL - -.- - - s COLOR l L I MTL. SU O T _ _ _ _ B L J l' PANEL TWICKNE68 m COLOR 1 r I @OLOAR 1 TYPE 2 ACcEWomEs T -- C ---- ------- --- - _ _ ~ I- R L J --� o1StIA-G UNA661C�IED - - -- 11D QUILT-UP RcXJF 6Y6TEMNO 0111 µ ^. : COL OR 8 � -- - - - 5 2' -- - -- 01611E CANT STRIP - -__ 5 1/2' PANEL THICKNESS - _ COLOR 6 L 5 2' 01241.A - �5 —s'? — / r T - - ---- COL I. g 1 0 COLOR 11 I D�nF CCMFIc PAD --_�- III _ 01SIIG GOr1PObITION FLA6HtNG � Q 4'- COLOR O1b:1A 6TRJCT•DEVICE PROTEGTI'r£GAP { 7 :=EH I w + .➢ REVEAL-- _- - 3 01511.E BASE FLASWWG MEMBRANE 00 ((�� 0160CA COPING COLOR 8 GOL 0 , 00K I I ` 5 1/2' PANEL THICKNESS COL.OR 8 COLS P ME TO � I '_g- - I oT6DDa PARAPET WALL 6KIRTMG ' s 10'- T ENTFY I I mp{4 - d 1600D M16GUPPiR WwG D16o0E UNA601GrIED •,-:.W ,,•; CO\c LUMN C1_ Pi - PJ O PJ CONC. COLUMN `- EH - - Oliom�a t7OLLN9t�ou7 6TRAINER 0 O COLOR II - - O016001 44A*)dWD A A A U114, �I CCN-OR 12 -- 016OCK DOUNGPOUT BRACKET `J 01600L LIGHT FIXTURE GOvER 055 0D PANZER MESH TO _ A 1 PARTIAL NORTH ELEVATION _ tm'-0" AFF AT ENTRY- O1120A ROOF HATCH 1 j =I —0" — 01720.0 6AFE rY POST 01101A ELASTOPIERIC bEALANT O1SDID AC*Y'Llc SEALANT 01SOIG BACKER RDD 0160ID :,1P"I11N FILLLR FLUORESCENT I Io D��AND B - — --- ---- 3 � OIbC's�A - LIGI-ITiNG COLOR l -- -- _ D Al O o6111A HOLLOW METAL_ 000PL4 RAWE ` - -' 01410A WITH 014108 B G A10 -` COLOR 12 D E I 08331 A TYPE I AD COILING POOR- ��8 _ 0141D� WITH 01410$ TYPE I FLUORESCENT I „ COLOR 1 -- - LICNfINC I - COLOR t? I 0133U3 OPE 2 rAlllVri DOOR- -- FLUORESCENT ;Z L NG 06340A OVERHEAD COILING GRILL. - - - - CIA10�WITH 01410.B I I I I I .j -A A66V mLY 1'F�7 : L — ROOF BEYOND 06160A OVERWEAD DOOR Abber-}LY 01141 A a COLOR l -- - -� -- 01600A I m1600A Q ~ 08410A ALU'lelll ENTRAAICE DOOR COLOR 6 -- I COLOR b I I E 01600A 06410D 6TOREFRrJHT FRAMING SYSTEM COLOR b I _--- - -------- - ---- ----__._-OOF _— - - - 064AOA AMGLE-6LIDMG AUTOMATIC i —�—il OOA ENTRANCE - _ -- - - BEY1RD O OB OB COLOR b -- _ - - - - T� OFt b Ob�6oe ENTRaNr.E°� TYPE AUTOMATIC — ��•i ••• ••• 004bOL BI-PARTING AUTOMATIC -- i - - - - - --- - - - _ ^ - __ - - - j A ANOPY _- - - ' SUPPORT _ JAG-- _ ENTRANCE TYPE 2 REVEALS - -- - COLOR 8— ROOF `► -- COLOR 6 ` - - - - -- - - - - ----� -� BEYOND 1 - _� — _ - - ROOF 06800A CLEAR IN6ULATM1•Ys GLA68 UNIT 6 RCOF -- - CANOPY - - --- - -_ -J _ -- -- - ---- - - - - -_ - +� BEYOND - - _g, --- 9 - ^- - COLOR 6- -r-- -- _- - -- - BEYOND D66oDa CLEAR 61NGL.E GLA66 UNIT sF _ -A COLOR 6 COLOR 6 p1~ if @1141A - EQ EW -- --- -- r___r o9?,sA STEEL FRAMnVG COLORCANOPY 09166.0 Gro"L FRA 1 BOARD Y COLOR 1 4'- 3' O COLOR l DOOR _ EQ _EQ C1 f , SUPPORT 1! - W I LIGHT -' L J COLOR 1 01241A --------- --- - COLOR 8 I E COLOR 12-- COLOR 8 5' 1' 5' ?' - ` _ - - - - R E/i0O E41111'�'IPIT - CANOPY 11 DA EDGE-OF-OFL-VELER COLOR 8 p s IIWO.0 CK ��ANICAL DOCK LEVELER- e i C7 O DOLOR 8 � � _-_--- COO� ro OR 10 - --- -- _ _- _ --- _------ W - DOOUNSPOUT - - --- Al LIGHT N160C tMEC TYPE�mICAL DOCK LC ELER- r 08331.8 11160D DOCK&WELTER G GONG. UMN COLOR 8 � 9 I -- E-COLOR b tl16oE DOCK SEAL GOER COLOR 8 COLOR 8 055, 0 D E - COLOR b 1-1-fl- _ _ _ CURB— .� I I I I e - nlbmA NOTES THIS SHEET I. SEE PROJECT M,udUAL SECTION __ 0'-0" _ 09300,FOR EXT,:RlO* PAINT COLOM. PANZER MESH TO -- - - - B - - PJ B PJ B PJ CONC. RETAINING - - - -- - -- - - _ 0 - - - - �p� a 10'-0" AFF AT ENTRY - WALL - COLOR b ` - '- --- - - - - .� `t G ` A PJ A L 1 NORTH ELEVATION PANEL TYPES ~" C5 PARTIAL NORTH ELEVATION ;' 1/ =1'-Q" O STEP PANEL - t6EE DI/A1, PANE / f O REVEAL L SEE D? A6 •t FLAT PANEL >S I o3 2 i 4 5 Cs b A10 A10 I j B3 : I ay AID k,01419,.0 AND 01410D I I 1 • PARAPET 01410.0 AND o d II - - BEYOND � i I BEYON ' OOA •�TFRPT. .. ��. o f COLOR h - I I 01600A t.� i �_. _. . .__-._._.___ ____.____..___.__.._ j t Tigard COLOR 6 Pl�ll. Review for TPRPT. ' , . F2 ROOF t5EYONp � - - -- - __ _ _ -- - _ - - - -- _ _ -- - - .- -._ - - - - - - - _ - _- - - _ _ - - - - -- - - - ROOF �eYOND Building Shells - - - - - -- - - --_ _--- - - - - - --- -- - -- -- - DOLOR b - 01600.D ---01600K -- COLOR 6 & Site work 4m' 4m'-m' - 0l6mmx SECURITY DGOR LIGHT D February 23, 1996 _ COLOR 6 - - '� -0 - -- - -- y - 4m 0 O _f-_ - --- _..__ - --------- - - ---- ` DOOR COLOR 6 L 16"TLIGHTr LIGHT (1)01b0?JG - TYP. - o COLOR b 0 p Ii COLOR 6 COLOR b y O COLOR 6 COLOR b _ Al ��COLOR 6 C Al gr ii 9 PJ PJ - P J -- PJ PJ PJ ARCH ITEC -r O O O O O O O (D C� O 0 PJ U PJ E1 PARTIAL EAST ELEVATION A PROFESSIONAL CORPORAT*N . 1022 SOUTHWEST SALWON &URE 950 PORTLAND,OREGON 97205-2447 USA ! I Tf1F WK 50W 222 5757 FAX 802 241 1614 ! COLOR 9 F E D G B 01600A _ -- I COLOR. 10 - - - - - - $$ bb �. 01141A �.PR�� ly COLOR 9 - BOULEVARD CASCADE PARAPET CENTER 1 COLOR. 6 I ( - 01600.A OLOR 6 ( COLOR 9 -- - ( + (BEYOND 9ID ,}, �I PRPT.�Y �.... __....__.- _ _.....__...___... -...._.__.__.__... ..__ .... ROOF c I i ml600A — BEYOND -- - ( I COLOR 6 - -- - - - - - _ " - - - REVEALS _ - - - - - - - --- - ROOF BEYOND - - - ^- TIGARD, OREGON _ — — — - - - - - -- - -- - ---- ---- - -- -- - -- - f -• - - - - - '- - COLOR 6 01600-L VER 9' LIGHT FI" URE ► _ CANOPY SUPPORT 9' k COLOR 8 - -0160 D CANOPY COLO 6 RICE No. , 94003 COLOR B 4'- DO0 r , COLOR 1 r PAN ER E TO -- -- 0124111 — DATPAOE, NO. ' 94Q03A9 R '-3 COLOR b 0l6 x CANOPY SUPPORT CA rE . LIGHT L J L J 10'- AT ENTRY----",, NTRY--- COLOR g --_- COLO 6 40 COLOR 8 FEB 23. 1996 __- _ - 11FV/d�bN! , DATE DeSCRN•►qAI, r ' COLOR 6 - DOCK LIGHT 5 11 (� 5' 1' COLOR 8 COLOR 10 GOK b ELECT METER l=NCL05URE(GOLO , 6) 8331.. 11 FIXTURE Al Al - - CONC.C LUMN I SEE ELECTRICAL - - - 016006 -- 08331 fl p IM. C I COLOR II GOL b COLOR 6 I'I ` - COLOR 8 i I I ( - - (2)01 OOJ3 05600E _ 11 CnLO 6 COLOR 8 0550OF B COLOR 8 L] LL WDO td5500D �\ PJ PJ FJ PJ PJ _ 1� 00R `+' --._ O:D sNrer r,ne , " 5 v 11160.0 V O O O O O PJ C PJ G ° t I� ., ( BUILDING r2 V F 1 SOUTH ELEVATION F5 PARTIAL EAST ELEVATION ELEVATIONS • =V— - 1 8 ewer Ne. , A 9 Cnscada Blvd,13029�hell Onlyi 1 1 ' nL+ BUP 96-0097,MEC 96-0055 9 of 41 It'111k notice appears clearer Than the documenl, the document is of marginlll yoal;ty. hilt t � II . • �� t I t i I l i i t t t � a t t � r� i i t t t t i Ilililil�lilt Ililil 11 r . C DI Ill .. v't Ilntl tln t t,nhmhulltm unllltl a►ibnunnhul uulun uuluntnnhln►Ilidnntlll�hl � ' 1 I ;. .. i KEYNOTES 6 d*~ MOTALA M600A WALL LADDER 4 SAFETY GAGE Oi600Z LOADNG DOCK NOISING 0904WG OVERHEAD DOOR FRAMIE 0&WW4D mOLLAIIID 06600E STEEL FMPE RAILNGS ObSOOF LOADNG DGCK STAIR 0"" SO=Ai*D PLASTIC 06i"A EXTERIOR PLYWOOD OGr1"J5 8WLDNG PAPER itiw »rtalr+AL �hk)MTI�PwoTECTtaw Z 01210• R-S MATT INSULATION 1 01210D R-Ma MATT INN LATION 0 p121V C R-MI MATT N LATION - 04TE Fa,CNG 01210D REN#.VAPOR RETARDENT 01241A NJ",SYSTEM 012416 GYPSUM 4HEATHAJG L 1410A METAL WALL PANEL-TYPE 1 0141OJ 5 METAL WALL PANEL - TYPE I ACGE660MR6 014iOG METAL WALL PANEL-TYPE 2 ' RID RID 03410D METAL"LL PANEL - 1 1'PE 2 ACCESSORIES • 015 -C UNA661G D 01SIID 15UILT-UP ROOF SYSTEM 01511.E CANT STRIP dviblip TRAFFIC PAD ff�� 0151ICG 001?,r'OOIT ON FLAL'141146 ` I I 01511H STPLbCT,DEVICE PROTECTIVE CTAP 01511.1 DA6E FLAE44Na MEhPRANE F----,._ -— 0160CA COPING • I 1 01600• PARAPET WALL SKIRTING TOP QF--I - `. IL— �TS� I —_ + _ 0.1600E UNA6640N D PARAPET °- • a --4 - PAR A.PF_T I :• - -- — :16"F f m F 7 WE AC • I I I77- 016000 DOYSbPOUT STRAINER _FS_ --- -- 016"-) UNA66IGNED ® 016"K 66"1 L icTIJTREe ACXV T • e ° I � � I - 0,600• ' • B C D 9"120A ROOF HATCH F - - - __ ---- - • - I L� I 01120p SAFETY POST 01901• ElA,s7Q1ERIC: SEALANT 01901D ACRYLIC SEALANT -� ROD VISCID EXPANSION FILLER PARAPE{� I I BEYOND -_ UNIT,MECSEE AL �~ DOOIU AND ILOi?CSb • • • ( HVAC I ( 06111A HOLLOW METAL DOOF FRAME t • ��'� �' - • ® • T. PRPT. .LID I —' - - -- --- - ---- _`- '_ � 06331A O�RNEAD GOILMG DOOR �S 00331b OVERHEAD COILING DOOR - • TYPE 2 ° `�j ._ _ - -? -♦ M340A CfVERHEAD C:C .NG GRILLE T. PRT'T, wseerexY ` ' • • ....1 C6360A VVERHEAD DOOR ASSEMOLY "• e. I I r I I ------ 01110-G ` 0"ILA ALIl•1Nl M ENTRANCE DOOR - --- m1zlmB -- -- m,zlmJ3 Ae1 OS410ti STOREFRONT FRAMW3 SYSTEM - ------.--- --- - ----- SEE STRUCTRUAL OauOA SINGL!•SLIDING AUTOMATIC • I ✓�' -� --- {� - - - - - - 09255A -- 01210.G ENTR,MIGE AUTOMATIC, I ° , --- I ` - • - - -__-._.__ APPROXI`1ATE 00460b ENTRANCE - PE I ENTRANCE - TYPE 2 S 8 Irl'__° - _! -_ LOCL.TION OF C6460C GI-PARTING AUTOMATIC GEILII y(y,(N,LGa _ - - -- - - -- - 06WCA CLEAR INSULATING GLASS INIT 0"fAVG CLEAR 01NGLE GLASS UNIT a )L- ,1L• - I _ ___�_ _. _- ACOUSTICAL CEILING --- g18COLUP7N. - l 1.J TILE APPROXIMATE el0010 fNllt•!S SEE STRUCTURAL LOCATION OF � OFFICE OW55A STEEL FRAMING 104 VERT• I 105 RETAIL 4 PARTITION Ovst,b Sys"GYftUM 150ARD • --_- WALL. fN.I.GJ 110010 MGUIPI'1fT O,-m., III•s0A EDGE-OF-DOCK LEVELER • 4 - -7--� - FOUND.DRAIN T.FLOOR • - .— ..-. - 1 606 MICMANICAAL DOCK LEVELER - ly ° FOUNDATION^ c I DRAIN - 11 2 1160G MICNIANICAL DOCK LEVELER - III60D DOCK SHELTER B3 BUILDING SECTION 11150E IGOG7G SFAL 9 T. STEP T. REVEAL • _ - ° - 01410.0 __, . � •• I L�' S Irl' E--- -- 0141@.0 ENTRY BEYOND --- e •• y A - 01600A B G D E r U - 01141A ' - 0141@.G - --- MECIdAdNIGAL Ik UNIT. SEE WvAC T.PRPT. Ci of Tigard --� -�— 016008 � -T_--; I -1�� g "° - - - T Plan Review for T. STEP — _y �T REVEAL •- 0121@.G ----- __.-�- _ - -' CANOPY - i - Building Shells • ` - - BEYOND ------. _ y -- $EF STRUCTR IAL , i - ; I ,�. • 5.,�. _ - - _ -- 12 10.G & Site Work A ` - _ 1 I - APPROXIMATE February 23, 1996 y I I LOCLTION OF • - - --- - - -- - CEILIN3,(N.IG.) _.-- 0 8x8 GOLUMJ. - APPROXIMATE 101 RETAIL I SEE STRUCTRJAL [� LOCATION OF e WALL. (RIC.) FOUND. DRAIN +T. FLOOR -_ _- - - —� - - - - . `� 1, FOUNDATION A R C H I T E C T S DRAIN - ----- mg'-3 -- 3'-- -- —'` C3 BUILDING SECTION ;< /1 PROFESSIONAL CORPORATION T RF_VEAL -� T• REVEAL '• ITE*50 1/8. /8 ^1._0 � OAT1022 LANDHOREGON WEST A472otS-14 5447USA � •- TELFFHOW.503 222 5777 F&K 503 2411514 3/4' 6 1/4' • I I I I PROJfC 1 _ CASCADE BOULEVARD •° •L - fes- w------ - -- - -- - --- - - P�-P-� CENTER • 01600.• [ -- - -V-- PARAPET • ,}, 15'_0" - - --� ^--_ __- ---- __ _. AQ BEYOND IT TIGARD. OREGON , t.FLOOR-- e 44 T.FLOOR n CANOPY CANOPY • SUPPORT / Em-_ 06331.• SU^PORT T — 4CANUPY —CANOPY PROJECr Ma. A 04003 • -..._- —__-__._-- _- FLE NO A 04003AT 0 11160 OA , IRED. 23. 1008 a ° 06331.8 - --- —__- ------ �y RLL-.O. REvu,ON. A DATE A OF.CRPTIDM ,ro .l AT��,O / t3TL. 67AIR SYSTEM, SEE a 6TRUGTURAL ------- --- 11160• � 1116N7`.G - D 1 STEP PANEL D2 REVEAL PANEL ! 40 b 11 1 JI J FOINIDATION _-_-- !o — lNEEr rrrc E , DRA - FOUNDATION BUILDING 2.-', WY K., DRAIN SECTIONS r+ " Ad�Blvd I3029(Sh. I,rA,,•I D3 STAPLES DUCK SECTI�IN D5 COMPUSA DOCK SECTION Da RI ;"'W 0(,97.MEC 96(11,1.5 _- , Jy L�er1 'tib aM r•.c,,. a. a ;r„tl1, nye iT �+ * ”IlL t'1. r If this nolicc appears cic:u'cr Ihan the y document, the document is of nlarLpinal yua1;1�, j !•I+l!�►I� !i ,: _ �;.f t� #�_�� +�1+1+�+F+l+ ►1�1►I►�+I+� ��it+l+(�{� �lilil+�+i+l� ��I�i�l�!��_I ;ill!;;�III_�� :��( 1�i�1. � }��1�11t�1 - --�rr-� —fi-CD ilii► , h • A► n+iuii,+In{InI�!nhmb!!ili!n m!I!!n!nil!+n imhm!!nlmi nnhmtn�iLmun!Inu+imhll _ ICEYNOTE5 HDi110o t1tftALs ' 06b0EA WALL LADDER 1 bAFETY GAC# LOVEI AD DOOR FRAME /ifiOtD BOLLARD a e6600E STEEL FVV RAILINGS _.,. .. ., 0600Gi LOAii1NG DOCK 6T41Pt f---- ----- IW!J-Dox —.- WP.J-Box AND _ GOipUIT CQrpUIT Q EE>e`11 IOR YWOOD 2�-(P' A2 -- 0 i410H "1009 BUILDING PAPER -- -- -- 2X17 P.T.TOP PLATE 2X P.T.TOP PLATE P16Dymcrww S.A.BAND CONN. 68.BAND COMI TT P46ULAT")N 01WO R-1119 CAT R46LLATI(.1N Y - BLDG.LIGNTING aLOGKsH .LTING — — 011106 R-h DATT M66LATION - A,T.PRPT. T. PARAPET — "ATHIN ------- 108 I I 0124 1 J5 GYP6ll'1 G a 01241A E IP'.✓.SYSTEM 014108 014 i • BUILDING I I 01410A METAL WALL PANEL-TYPE I 014109 METAL WALL PANEL - 30 X ) LIGHTING -- I I I 01410., METAL WALL PANEL-TYPE 2 r • - _..__ I�'HAT G.+dlrlEL - -- --— - Tb - SEE 6TI31GT I TYPE I ACCESSORIES i 4 ----- 014WA _ _._ --- 9'1410A 01410& METAL WALL PANEL - r..� TYPE 1 A,GE660RIE6 • • ' SHIM 0IGNED 1511D ` BUILT-UP ROOF SYSTEM D1yII-E CANT bi Z P L 0151U� TRAFFIC PAD 01yI1L, GOI'1POSI7ICN FLASHING CAP Al STAPLES COPING _®_CONS,. WALL A2 STAPLES COPING ® STL. STUD WALL 01410A __ —��' 01511.14 BASEFLAW,Wa,MEMT.DEVICE RCAIIE 1 0 C-11WF 94)03 A11 I 112"=V—Cr C—ROOF 94003 A11 0160mA GOP4Y� 9TL. STUDS ©16COB PARAPET WALL 6KIRTMCs -� ] 016000 6CUPPER 016006 MI6,FLASHING SEE BTRUGT. ---- o1600E uyAbelG►yED I i 01600E CONDUCTOR HEAD - -- --�- 016006 DOILNSPOUT • '0 • ® 01600J WA5B�ED STRAINER ----- -____— -- 0141011 01600K D0046PMT BRACKET < 01,110A 01600L LK+NT FIXTURE COvER 01120A ROOF HATCH 011208 SAFETY POST 1 a • ----- 1 Irl' HATT CHANNEL. �T _ + - - - —�� _ - - -- - -- NEOPRENE \ I I 019DIA ELA810MEf@IG SEALANT — CLOSURE STRIP 01901c. - 01901& ACRYLIC SEALANT BACKER RG7 , 1 0IWID E)Q"AN610N FILLER � '• a. / - ----- _-- ]X P.T BLOCKING r -, I I coo" DOORS AND UNDO 6 — — NEOPRENE + CLOSURE STRIP --_.-- - 09195A 06111A HOLLOW METAL DOORiFRAt'tf • • - - 014108 I I 08331A OVER 54EAD COILING DOOR - TYPE 1 O'VE • • �-�_._— __—_ --- TS. SEE 6TFsUGT. I I 083318 TYPEE22 AD G01LMG DOOR - ¢r a . 01901A I I 0834CA OVERHEAD COILING GRILLE J AS6EMBLY .ate_...�fl__ ----- B1 STAPLES PANEL JAMB -______ -- NEOPRENE CLOSURE 08360A OVERHEAD DOOR ASSEMBLY C—EXWL 94003 A11 STRIP I I 06410A ALtl"1RyUM ENTRANCE DOOR - _�� 06410.& STOIQEf}epNT FF2N'1ING SYSTEM 06"OA &M -SLIDING AUTOMATIC 014108 i i TRANCE 064601'~ DN PARTING AUTOMATIC - --- - -'-�T 5 I I -r 'o, 064606 EENTRANCE TYPE AUTOMATIC 7'C •+ 4 -_.— 01901A L -1 CU00A CLEAR INSULATING GLA66 WIT 068008 CLEAR SINGLE GLA66 WIT ---_— 01410A — 01241A e+.000 PNWA41!6 � 011418 r1 e e • �� • o92SSA STEEL FRArTING II 097558 5/6"GYP6L"BOARD C • • '� L J •, I no" lG1111mmwr 11160A EDGE-OF-DOCK LEVELER r �'. 111609 TM KMICAL DOCK LEVELER- 11160L MC AMICAL DOCK LEVELER- + 4 r---- 1X P.T.BI.OGKING —__ I�• I I I L vE R - 11160D DOCK SHELTER ' { • •� . r 11w0E DCXK 6EAL C 1 STAPLES PANEL BOTTOM C2 STAPLES PANEL CORNER ® MTL. STUD - 1 C—EXWL 94003 A11 1 1 2'_� _Q" C—DXWL 94003 A11 1 aw SIM • '� 1! CONCEPTUAL CANOPY FRAMING ONLY SEE ' . I STRUCTJRAL -- CONCEPTUAL CANOPY I c FRAMING: ONLY. • C�� SEE STRUCTURAL I • e Ci of Tigard Plan Revietir for 01241A 0,2418 - Building Shells e + - & Site Work n . . ,• _____-.- —_--___ .._- ------__–.-- •. February 23, 1996 ; I • m u � � I Irl' �• _ I y • — 01241 A j 'r r t; c ---- ----- - -- -- I — 08340-A a I 1 20 GA.MTL. STD I r _ ARCHITECT S �. STL.FRAME SEE STTaUCT. I A PROIcESSIONAL CORPORATION 0 I 1022 SOUTHWEST SALAbN SURE 150 �— - CONC. COLUMN I PORTLAND, OREGON 97205••2447 USA 2 1 ACC•JSTICAL , ! TELWNO►E 503 222 5/S7 FAX 505 241 15'! ` x' LAY-IN CEILING I CONC. COLUMN PROJECT , W tti 3 � i CASCADE N N BOULEVARD EXTERIOR 101 RETAIL 1. CENTER EXTERIOR 104��TIISLILE 1@B�4EIAIL 1< , ' 1 r TIGARD, OREGON •RO,OFCr NO 94003 a4Q4 Fir NO 94003A11 (' r �Cy vA rE ' F'EB. 23. 1098 REVISIONS . 13ATE . t7••BRPTDM . 4 FLOOR .• wEer roar& . BUILDING 2 i I�OY KIR CH SECTIONS �. F3 SECTION AT ENTRY — STAPLES F5 SECTION AT ENTRY -- CompUSA • CASCEtd"Blvd,13029(Shell Ontyl OREGON 13Up 96'11197 MEC 96-0055 " M'TFL'1?r3p. ,.. ,.:-. ... •'ARG, �1MEr NO. r r v , „014 1 If this notice appeal's clenrec 111:111 file document, the document is of marginal quality. 111111 j -r i Lt I I � � t I i II 1ltllll�tithl �� lt�tlr� titilil�lilil �iliti{�litlt �i�Illil,li�: R-11411� r 011►:rlh "IrTII y hrtlltlll tllrl�lr IiII1NIIIII�IHI iIII IIN ttllltill Irttlttll.Illllrirr nrrlt+u nirlirnulnlnrt rnhri ►� I 4 S 4 k + r - A .. .: .' .. g. .. A" pow, WNW V. _. -.' 't',I•'8{W..- YAiiNd_ r. l,vaaUR, ,, 'P q:D.ti'd:n l:Pi SSQIfAA.t:..I�k r'Y :...°, .:'Lil+n ,a�F1YMe .,SH .k:•id r.'.. ,n:, .;Air— ;..:;WtY4faE,n:Ji:;t:dd It3C- `:,�..,_�r>.�'�'�*e'EM- SL''�`.v5f'..Sk'.'S4.�.•: „. _ . .. .., .. ... ,... ,..,..,w � _ -. i • 4p KE` N' OTES stalL L PWALS 055Z*,0A WALL LADL)ER d 6AFETT GAGE 055009 LOADING:DOCK WObWG ftbbOC OV9111"AD DC<M FRAMk 051,00D EsOLLARD I Ill' 3' 14'-9Y ft 0E fTEEL PIP£ RAILWGS y 0>SCCP LOADING DCaGK OIAIR I 01141A4 - - - DOOR OPENING _ 91000 WOOF AND 1'l..yTIG . 01241.8 j 01:4106100A EXTERIOR A I � °D 01?41.4 061"" DUILD NCAFIER 01501A 01WIA WIC OM I 3/4' W4.4. 01901 G _-_ Ol~ T"mm"AL 4 MOIbRJ!FWDIZGTWN I - I � I"179'4.-yl _ DRIP EDGE --- 08460$ 01710A R-II BATT 14BL'LATION It-it MATT 11,�ATICIN 5 I � II - 19 �--• •HEAD — E — Eo19A LL1! N7-, 0,710RRE•Il5li.SfAV.TA.CTP1ONN4 R,6 U RLEATTAIOFNi1�- L 0101A 010A OI:OD WHITE 01241A E.IPA.bT6TEM E 11T 0641015 _ 012418 GYI'6krl6"EATHHO n_ _ 01901A � J1 ^' -- 3/4,DRIPAr) EDGE 3!4' 30 X o1410A MT,AL WALL PANEL-TYPE I G1410l3 h1ETAL WALL PANEL - . -- - OEuIA F. 0141Q�' METAL WACE66ORPANEETYPE 2 - -- \`' 01410D METAL WALL PANEL - I I9lIb' IS/160bb0rDA-_- -. ----- - --------- 084108 I ------ TYPE 2 AGCE65OR1E6 0 I IS/Ib15/16' I 0846011 -___.--_ - W_ 08B00A I cm - o1511A-G uNAb6KaNED -- I 016115 E1W1_T-UP RGOP 6Y&rEM IS E CANT 6TRIP A 1 HEAD JAMB SIM._ A2 HEAD/JAMB SIM. A3 HEAD JAMB AT WINDOW A4 HEAD JAMB AT ENTRY A5 JAMB AT VESTIBULE — WICKES A6 JAMB AT VEST. — COMP USA _ m�s��G TRAMIC� T�t1�Ab�11 -T.DEvIC =1`-� C-EXWL 94003 Al2 3"=1'-Q" C-EXWL 94003 Al2 3�-1'-Q" C-INWL 94003 Al2 31�=1 '-Q C-INWL 94003 Al2 1 1 2 -:1'-0� C-ROOF 94003 Al2 1 1 2"-1 '-Q C-ROOF 94003 Al2 015111 BA6EFLAtw4N•E°TECTIVE CAp MllR,44F_ ► ' • 01600A COPING 016008 PARAPET WALL bKIKTING 016005 6C.01PER LING 0,600E WAS6K,NED o1600G DOLLNSPOUT HEAD p I F.O GONG PNL. -- - �r_- �- - - 08800A I 4 -©, -_� 0160011 DOUNSPQJT STRAINER 0PENIvv 01600-) wA66r.0eD 0160010 C42046FIOUT !!RACKET 0 -- ------ 08460A 0,6001 LV-HT FIXTURE COVER BEE©©RUcr - I I °D -- _ 0150111 o„7oA ROOF HATCH — - 0841oB I I 011705 6AFET1 P05T -- o1901A I I ' � � o1901A ELAbTOMERIG SEALANT • er �- 084108 - I A----- 019018 AGFtTLIC SEALANT F — 08111A p _f _ r- _ -- _ - __- -- Oea10$ 01�01C 15ACAER ROD • _--.._ -----_--- ( r--- Ol90ID ExPANSION FILLER '� ma •�A o9oslo eooRe AND u1*oaI16 tJ I L. � I n L--•---- _ obIIIA We-4.LOW METAL DOOR/FRAPIE OBPOOA o� 01600C \ 06331A OVERHEAD COILING DOOR - __ ------ 0 150,A TYrE I SEE DOOR .• --- e1741A ___ I 065318 a�RHEaD COILING DOOR - SCHEDULE FOR I -� _---- DOOR TT PE POST uTL TYPE 2 08340A O"ERHE•.D COILING GRILLE a BEE AI/AI? FOR ADD S' B5 JAMB AT VESTIBULE -- WICKES _ B6 JAMB AT VEST — COMP USA A86EMD_T B1 INTERMEDIATE JAMB NOTES 4 Dlt'11N51ON5 B2 OVERHEAD DOOR JAMB _ B3 MULLION AT WINDOW B4 SILL AT E.I.F..�. oe�6mA OvfRH;:ADDooreAbe�Er,nLY C-EXWL 94003 Al2 3 =1'-� C-EXWL 44003 Al2 3"= G-INWL 94003 Al2 3 .1'T C-INWL 94003 Al2 1 1 2"-1'-Q C-ROOF 94003 Al 1 1 2 =1'-0� C-ROOF 04003 Al2 08410A ALLJMU.•'IENTRANGEDOOR 9/114108 OTOREFRW F'RAI.IWG 6Y6TEM - --- -- 01141A 01501A __ __ _ 8� �j'-;' OE460A SINGLE-9LIDMu AUTOMATIC 6TOREFRONT OPEN'G STOREFRONT OPENING Ob4G0B 51-rT�r�AUTOMATIC . r_ 01WIA 01WIA-- -- - ENTRANCE - TYrE I ry iv 08460E 51-PARTING AUTOMATIC 5 - _ -- --- -- ENTRANCE - TYPE 2 01141A 0860mA CLEAR nNeIILATINfS GLASS wIT s - - 0-'1418 Cft"Z CLEAR 6WGLE GLA66 LNIT \ 0841 Q�$- 01!0100 l<NNFIA ; 01901A 08410$ I 091595 6A/”L PbI'll BOARD B O'�2S9A STEEL fFtA111NG F - E 6'X6' STL. no" — - - -- -- 6'X6' STL POST [r I I - 01501A It"A EDW-OF-DOCK LEVELER 111608 MEC44MCCAL DOCK LEVELM - 3!4' POST Ty" I - _ 14'-0' �e 11'-b' I _-. ------.. _ — 11160E TM�CAL DOCK LEVELER - ®� E DOOR OPENING- I POREFRONT OPENING 11160D DOCK"LTER I 11160E DO 7L SEAL I 14'-6' - ------- E—._- 4 STRUCTURE C3 SILL AT WINDOW C; 5 JAMB AT VESTIBULE — STAPLES C6 JAMB AT VESTIBULE — STAPLES 3 =1'-Q C-INWL 94003 Al2 i 1 2 =1'-Q C-ROOF 94003 Ali - '- " 1 1 2 -1 Q C-ROOF 94003 Al2 'i < s 01600.E SET >S SEAL ALL IN MASTIC N — AROUND BED -� lSLOPE v ; 016m0F - _- --- -- I Citi of 'Tigard LME OF SCUPPER � 1 _ °�T°�`° . Plan Review for F rz� I 51DEWALK SEE CIvIL Bu'-ding Shells D4 SILL AT ENTRY & Site Work 3 =1'-0 C-INWL 94003 Al2 I J L INE OF R.-OF ---....-__� I I 3, 1 __ __ - - --- _-- February 2 996 j ry T. ROOF - _- -=- ---- - _.- _ ------___ _ _.--- ------ -_---- SEE STRUCTURAL • ? ELEVATION ARCHITECTS _ ©IbDDG 6C-UPPER.CONDUCTOR SUPPORT HEAD. 4 COVER RODS A PROFESSIDI AL CORPORATION C 1027 90UTHWL•9T lALMON SUIT 9910 PORTLAND, OREGON 97205-2.447 U*A p -. __ _ --- -- - ------- -----__ TELEPHONE SO!2V R7117 FAX 5W 2411514 ! 4-MIN - - n-- - --- --- ---- — E 1 SCUPPER SECTION SEE , INFO FOR 2 7 1 I I I I ADD. INFO. � L_ - - J Z J iwoJ•cr , 1 1�2"=1 '-0 C-ROOF 94004 A6 CASCADE 6. y r BOULEVARD +y I I c CENTER > -- CONT -3,-- - I I 6FALANFD aKto — 111 - �i Ii -��-- __ EI_Ev 6EGTION I - -''-"� -. ® -_ TIGARD. OREGON iv LAP I I EiOOTTW SIDES - • - I I I I _---_.__. _.__- r l E--.-- --OPEN ALL SIDES F&E NO 04003A1 Z -_..� ►wo.lerrHo 0400`J L_ -�� --- -- DA re , FEB. 23. 1996 • I I ' I Ri VMlIDNA DA r! , WMMr»N-•`• LIGHT FIXTURE 6' DIA. i PLAN - ---->� -- F TO BE E PLAN ELEv, 1 II ___— _�_ —__ 2'-�' - UkTERMINED PLAN --01EC70 L _ _1 _DOWNSPOUT BRACKET_ _ F2 CONDUCTOR HEAD F4 LIGHT FIXTURE COVER F 1 1/2"=I'-U' C- EXWL 94004 A6 1 1 2 =1'-0 � C-ROOF 94004 A6 3/,V=1'- C-EXWL 94004 A6 • ewer rrrL• • - DETAILS - L C7' K. USCH L tLOY • . a/19�t las. ^ Cascade Hlvr1.13029(Shall t)nlV) ' (� E90N �/ BUP 96 97197,MEC 993-OUSS • 12 of 41 If this notice appeara clearer Ih;1n the document, the document is of marginal qual"ty. IfIII�I IIt IJ�}��II�IIII� I�IIIII�IIi1 f; '�III�I�II� ii�ili'�IIIII Iillill�Illi► IIIIII�I�.I�� ak ! !�F: ( Ii� I IImI �i - r� ' � _is rllnl I�Ilhul tnllllnllullllll nn lln mllnnimihul Inllmlmulllmnulnlllllnlulilillllninrrii�h min i .,� � .c .PR`a.F�a r. ,na,r.. n..Rc.-..w ,,. , _ .. + ...._ ry.•. r„ a.>n: .�n'+c ...gym, „ .. .. _. ..... .. ... .. ,..,.. •. - .. .. .-_ .. ')91�` .. ,. �, 1�17R�S !''•nAPT`AT,IF�.. :, _ 1 .. .. 1 -- 7 r�.• I KEYNOTE 5 AooO 1"ETIiJ 05500A WALL LADDER / 6AFETY GAGE ¢ 0550013 LOADNG DOCK N061NG JA ebb" OVERHEAD DOOR FRIW"W- Obf0"D 5MLARD 055WF LOADING DOCK 6TAIR e ----- ---- uIP AW3G ES SECURE TO _._... ._►+ASP 4 LOCKNAEP- ---- ----- ROOF,WALL, 4 FLOOR. - LOCK PROVIDE SOLID � EE�OR PLYWOOD < BLK'G. IN WALL 6• DIA 6TL PIPE 6' DIA STL PIPE Ob100D DUILDING PAPER Z3'•4' I6'-0' I'10a0 T1i7Y"tlil. 1 I'T018T1E!r16CJTEGTICS� -- 1/4' x 1/4' FLAT BAR5 ° METAL METAL--- �� GAGE VERTICALS • 8' 0.6 GAP - — - 10— DIA Bil_ PIPE CAP ---- - `/--T 6' DIA.STI. PIPE 01210A R-II BATT M6ULATIGN - �� - - ON _-- ------ 5Af�ETY CAGE 1 ROJr -----_._.__ --- --- --- ovLoe R-M!BATT LATI T_ ' e' CMU � 8'CMU 01210G R-10 DATT N6ULATION - ACCESS LADDER 1 T WHITE FACING i Y C P ATT BLACK f f '� I I r3" ; i 012AIA e.IF.6.5Y6rEM J 01210D RElrf.VAP RETARDENT - I / `fl ,p 1141D GY 4EATWING A ; �' - --- -- - --- 3/4' DIA STL.KNuRL':D I L !' I I _ L I�.- - _ 0 Peil16+ fd7v65 ° I'-0' OC VI RTICAL ( f l L I I I 1 1 0141OB METAL WALL PANEL. -I E 0141015 METAL WALL PANEL-TYPE I TYPE 3' x 318' STL. BAR ')TOG1K CANE MOLT GAME BOLTMETAL WALL 1 -I I I _)1 . - • LAC:,ER RAILS III I I II III I I III 071410D METALWALL PANEL - ZE. ___. ----- - \\ LU 1 l 11..) l-�I_1 N I I 01410G TYPE 2 A 66ORIE87PE 2 - 5 T L HOCP5 ° 4 -0' of 0151115-c; UNA66K,�•NEG FLARE �1CMP ° BOT 0161,D DUILT-UP ROOF 6Y6TEM _ ELEVATION ELEVATION ANT 6TRIP -- – — _ 1 015COh1P0'SITION FLAS1-LING 01511}1 6TRUCI 11G GT.DEVICE PROTECTIVE CAP Al SAFETY CAGE LADDER --- "� ` 1600A copwa _ /// 01541.1 DMEMMRANE AbE FL.A6NING —p- --� y - 0160OC M16C FLA61`41 G Ib'-©' 01600E PAR151 PET WALL 61:1RT1NG 01600D 6CUPPER 01600E LNA5616NFI) ROOF HATCH w; -ti— _ CEASES FCR PADLC%'CKS �� __ 0 o16meF calloucloR 1.�EAD S ' _ 016001 LNA661GNOED a — 1 01600 1 DOWNbPQUT 6TRAINER 01600 I,- K pOUN6Pc� C 1T BRAKET O. 016001 LK•FIt FIXTURE COVER 1YP. AOOF GUR9 W.' E 01120SAFETY P06T INTEGRAL FLASHING CAP - r <. b' DIA CG�IGJ1 -FILLED 6' GU , 01120.A ROOF N TC I cuRt� SEE 153/x3 ?T� PIPE •�OLLARr` WALT_ TTP i I W+EI.E F:EC]'D --f J l - 019OI01W.G B�ER RODACRYLIC LAYrT 6' DIA BTL PIPE 0190115 ELAbTOMERIC 6EAL:VT o (71 1xb —� - 6019OID EXPANSION F1L.L[. � E'JB-PL+R:.IhS ` '- � _ _ - ' • "JV BAR J015,y ~ _ -_ +� 6TL PIPE BOLLARD f3 UTA GONC.•FILLED WHERE REO'D 0!000 DOOM AND L44DOUS 06111A HOLLOW METAL DOORFRAME ST, STRUCTURE 4;'I I_4. ` j p� i'4 \ - �� TI• l' l' CHAIN LINK 0633111 TTYPPRi•I LU/ OIL MG DOOR - - - - I'-4' � '3'-4' I'-4' GATE � 0633IE OVERHEAD GOILNG DOOR - GRAIN LINK 1'-4* GATE W.' SLAT5 I CANE TYPE 2 0634015 I�VEEAD COILING GRILLE RH 3/4'0 KN fz- Tllvj$ 61GNT•O5SNG CURI - --- 6LAT5 I GAME BOL T-TTP. A66EMBL 7 ° I'1' oz.MAX L'1oLT-TTP a W — PLAN PLAN 08360.A OVERHEAD DOOR ASSEMBLY — = - - 3' X 1/2'FLAT BAR NooP5 B� D U M P S T E R ENCLOSURE B3 RECYCLING ENCLOSURE m641OB A1LLf'IEFRINIUM ENTRANCE POOR (, -- TOP 1 BOT. I 1 X 3%I6' • ._ — 0641©B eTOREFRONT FRAMING b l'4TEM _ 0644�,©A enJGLE-GLIDING AUTOMATIC INTEED. WOOPS BEND NC ENTRAE BACK 1 WELD �TL1Rf�1RM W C.TO STRINGER 08460DI•PARTNG AUTOMATIC AUTOMA i ° —_----- 064boB ENTRANCE - TYPE I PTRAIGE - TYPE 2 TIG 2 Ir!' X 1/4' FLAT BAR VERT-5 EN 3 -- ° S' cc. WELD TO NOC lli. X 068"A CLEAR INP SLATING GLA65 UNIT S - - --- 3' x 3/8'FLAT BAR bTRINGERS oeWOM CLEAR GIP GLE GLA66 UNIT ° 22' APART W, 310' BENT PLATE ANCHORS • 2'•6' oz. VERT. MAX ANCHORED TO WALL. oemoc 92Ee 05515 STEE BTEEL FRAMNG 0925515 5/6"G7P51.111 DOARD ► --� - 1~ EL1lll'1'EN7 3 IO 11160A EDGE-OF-DOCK LEVELER 11160D MECHANICAL DOCK LEVELER.- �j TYPE I MTL. STUD WALL 11160G TYPE DOCK LEVELER - C y� 111 O 60D DOCK 6NELTER S - 11160E DOCK 6EAL BOLT STRINGER5 TO CS ;p - FLOOR W/3/8' fE �I BRACKETS 13 0 C1 ROOF- HATCHZLADDER f CAGE 2 r ELOPE ccNc. l AT TOP TI 1 C5500D _ '_T ._ b -- LINE Or mA'IE"'ENT City of. Tigard N � Plan Review for W Building Shells t w & Site 'Work - -- >I February 23, 1996 D1 BOLLARD --- A mcm yN i • 9 ARCHI 'SECTS y n n 7 A PROFESSIONAL CORPORATION FILTER FABRIC OFR •• GRA/EL1022 SOUTHWEST 8ALIADN SUETS 9150 t ' 4'DRAIN PIPE - 'S • Al❑ A E PORTLAND,OREGON 97205-2447 USA 1 TELEPHONE 501 222 5757 FAX 603 211 1511 A. n • 6LOPE •/ f)�J15PROJECT r OD o � �Jo I CASCADE ° moo BOULEVARD ° •v �°� . 00 CENTER d t°O�'o ODAo 0 ° o 6wo OD °O'A d 0 ° : 10 =) I i—III- TIGARD, OREGON � o III�III—� °�° 0 ¢, I=1 11—III_ 940031 °rob °��Z)0 '0 • • PROJECT NO F , Mo o° 0.0A n • • • I I I_I I i—1 FILE NO , n °a0 aaO .0 A d •• , •� DATE FEB. T 23. 11 190 d q0 Ou • • d d • I_I I FEB. I I- RFViIiONOA TE OEICRtrTpN GEE STFZrT FOP ADDITIONAL INFO F1 PERIMETER FOOTING DRAINAGE !MEET TITLE 1, 7 = I . C-EXWL 93040 A5 DETAILS OY K u H ,NEE T ND , A 1 3 R P Cascade Blvd,13029(9he11 Only) ^RECON ea.0055 J V (� 97 MEC 9 14ZQF 0 130,4, If' Ihis no,ice :appears clenuer 111;111 111e docu►nenl, the documcol is of mm-pimil qual'll . _ !+111111111 illIII1ll � Ttllirl � � � lII 1111111 Ilill��a111 :�� ;� ,., '� � I � i {. 1 { i � { (. III � III' III � II30 X CD � illlll)tiVl{t RII11t - I�flt tNIIiIIIIIIIIItlII IIIIIIIIIIII►Illi!!III!IIIII nnlnninnlnu nnlnumnllnllnnlllnlnuinlllunln til hi�l�t i `•tl i • , CURB ISLE PLAN FOR SPECIFIC T YPfJ CONCRETE WITH NEA VY CONCRf 1EPER CURB/SIDEWALK DETAIL A RAKE TEXTURE flN��/ TES �^ �' GENER _ it A L NO :WORK SRALL CONFORM WITH CITY Uf TIGARO CONSTRUCTION STAN&ROS IND SPEC/H(AIIONS, •• • •• ( i " , I WASHTNGTU,V COUNTY STANDARDS, AND OTHER APPLICABLE CODES � • � f• I . ..,,.': .:' '., . t.,... •. .e. ..,+� � ' EXISTING TOPCGRA c / / > ORNATION AND UTILITIES SHOWN EASED ON TOPOGRAPHIC SURVEY ,•+•, - PREPARED BY G d , ..,,,I SUf(VEY, 0116 SW NIMBUS AVE, BEAVERTON OR 91008 ii i 1 \ TRAFFIC CONTROL SHALL BE CONTRDLLfO 44 ACCORDANCE WITH THE STATE JF OREGON MUTCD AND � 5- WASHINGTON COUNTY REOLAIREM£NfS AS APPLICABLE� £XCAVArOR(S/ MUSE COMPL Y WITH OR c 757541 THROUGH 7f7S71, fXCAVATOR(SI SHALL NOr/FY ALL 0 UTILITY COMPANIES FOR LINE LOCATIONS 71 HOURS/MIN) PRIOR TO STAFT Of WORK DAMA,if TO \ ` UTILITIES SHALL Of CORRECTED AT THE CONTRACTOR'S EXPENSE 1"-0' CRUSHED ROCK I9SX COMPA['I/pN) A \ \ CONCRETE SH \ CONTRACTOR SHALL VERIFY LOCATION OF ALL EX/SrING U)IL/TIES P;VOR Tr CONSTRUCTION L T 31 • BROOM FINISH SEC/ION A—A \ NLf THE CONTRACTOR WILT BE RESPONSIBLE FOR COOROIIVATE ING ALL UTILITY SERVICES TO THE !T S PEDESTRIAN CONCRETE WALKWAY \ ELECTRIC, PHONE, CABLE, £rC ALL UTILITIES ARE TO PLACED UNDERGROUND COORDINATE WITH ARCHITECTURAL PLANS N/S \� �� \ \ / SITE LIGHTING IS D—ON BUILD !P!ARONS OF Slrf LIGHTING f/XURES SHOWN ON PLANS ` \ DURING SUMMER TIME CONSTRUCTION THE CONTRACTOR /S 10 CONTROL OUST FROM VIS CO,4STRUCT/ON ACTIVITIES \\ � ALL WHEELCHAIR RAMFS ANO SIDEWALKS TO Mffl ADA REQUIREMENTS ANO WASHINGTON COUNTY STANDARDS HANDICAP PARKING SHALL BE IDENTIFIED BY AN INTERNATIONAL HANDICAP SYMBOL PAINTED ON THE ASPHAL r FOR EACH STALL AND EACH ISLE SHALL Of STRIPED A STANDARD DISABLED PARXING SIGN SHALL BE PROVIDED !OR EACH STALL AS PER BUILDING AND k' WASHINGTON CO+A+:TY COOfS t� ALL HANDICAP Sr,(uS SHALL HAVE A "OfrfCTABLf WARNING SURFACE" ENTRANCE AND EXIT MAXIMUM SLOPE Of 1% /N ALL DIRECTIONS FOR THE HANDICAP STALLS PER ADA STANDARDS SIDEWALKPER CITY STANDARD WHEEL STOP SHALL Bt 'UTILITY VAULT', 190(6, U-0-, OR fOUAL ANCHOR TO ASPHALT WITH DWG NO PRVT-ENI Il) 5/0" REBAR, 11"MIN EMBEDMENT LSff PIAN FOR WIDTH AND LOCATION) � �� PAVING 1/0"R 6" R /-- 15R • , ix M/N1 /' 2R \ \ ` ASPHALTIC CONCRETE /A C) PAVEMENT SHALL BE CLASS "B" AND "C' AS DEFINED /N SECTION 0074S00 STO /6" '� p1DAiC OF THE ORE60N\ \ CONSTRUCTION MANUAL. Off Of TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY DUMPSrfR /� STA x, CURB CRUSHED ROCK BASE SHALL Of AS DEFINED 1N SECTION 0064100 OF THE OREGON DEPARTMENT ENCLOSURE- OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION MANUAL, 1991 POUR NEW SIDEWALK ON ��' ` �� \ \ \ fIRN UNDISTURBED EARTH - ^ T�, / OR GRANULAR BASE AS ` '• . 1 0 DIRECTED BY THE ENGINEER •y- /'^ \ � fq SPACE � \ NOrf SIDEWALKS AND CURB TO Of CONSTRUCTED OF 505R ND LUPE 3000 PSI, 1" 10 4"SC UNP CONCREff '��^ STANOA CURB EXPANSION JOINT SPA S SMALL MATCH y 6 SPACES tet. \\k, SIDEWALK JOINT SPACING AS SPECIFIED ON THE d 7D ( I f Of EX Al PLANS. MAXIMUM SPACING r P 54 /� -P �� \ \ E� fJENO Of CURB EXPANSION JOINTS SHAH BE 10' -�'' 9' \ \\ A ,pI{ALT �- ~ � �~ ' / �p !�` \ \\ 41� IB' STANDARD CURB/GUTTER Mrs STANDARD 16" CURB W/S/DEWA L K ^�''�� . •: � `••'dR, — ,'-- ��' / � 16- STANDARD CURB \ STANDARD CURB 10' �.• •' 140 3'-1"BIKE RACK _ L r e> -► " \ "+sr- t .� CAPACITY Of S ~j' v ,-` ,l N v Qo �°- \\�\ EDGE Of PAVEMENT - ENTRANCE/SERVICE ROAD PEDESTRIAN r '� \ (-• -•.'•I PAVEMENT SECTION !' CONCRETE 4;! WALKWAY _K \ 11, V"-\ d p \\ ;�. CONCRETE .SIDEWALKS / RAMPS ^1n N ., _ as,p•�_ __. f� Y '��r 1 j \ R PEDESTRIAN CONCRETE WALKWAY 1/1" R (rYP.iIR wt+1L. �, N - '� " �s �� e ;� r•t v T�! �� 6' ("URB �� \\ Y� CONCRETE DOCK DRIVES EPDXY TO At 0" " A C 1 't :;�vr� r^.� / s 1y !R !, \` \ % �C ^ 3 < \ c ALL CURB RADII ARE 4'UNLESS OTHERWISE NOTED Y g q 0R \ r EXAMPLE, 3R . )'RADIUS ROCK BASE 17, ` r +rnit IR \ •t�. COMPACTED SUBGRAOE \� - NOTE CURB TO BE CONSTRUCTED Of 3000 PSI , \ ,p 1" TO <" SLUMP CONCRETE VAN `\ STANDARD 6 CURB NTS 1 v �-'1 qt n ,ice PYLON � �� to c SIGN II )r is \ _ -•`'"w'," � _."r-" .i �� v, _ D s t` �, _ I III I tlfflCf 'o -'-EXIST, DRIVEWAY 19, ( T/7"AC PAVNMFNf, CLASS "C" \ 15, F � d" CRUSHED ROCK, 1" - 0" I (95X COMPACTION! d' SIDEWALK \ a /^ 3R �• 4c 3'-1"BIKE RACK CAPACITY OF S FUl1 Y COMPACTED SUBGRADf \ \ I l95X COMPACT/ON-RELATIVE O,NSITYI ''' OR �a z 3 SPACES I City of Tigard �, S/ORALE 1 ` PARKING AREA PA VEMENT SEC TION - ^ — ...---- �-- - � �°z<, _ --'�� io'�{ ' � � z1' 1 160. NTS �(� r' �,.^ 1R I C i RAISED TRAFFIC ISLAND • y BRIR Plan Review for � - \ .: lIR 34R OR OR 0R 0 OR ISR ' Building Shells OR ' +• l 3 F S'ANDARD C B I7YP.1 y _ ., i I L \�. ;G ti .1- ,I _-� ENTRANCE AND EXIT li SPACES d i' 116 q PER CITY STANDARD & Site Work . � � • �`�\ `� O vt r' 3R �� f� I � I � � I I DWG NO PRV r-ENT zz `� 1• v SR 4 I U TSR - (9A C PAVEMENT CLASS "C" u�' r o >^ SR 1R I I I I February 23, 1996 (97X CONPACIItlNI � y __ _ OR l0"CRUSHED ROCK, 1" - 0" •t 'ter "*r (95X COMPACTION) e • ,. •�'. 3+Op I \ \ \ FU(l Y COMPACTED SUBGRADE 4' S/ EWA • R (9S% COMPACTIO,V-RELATIVE DENSITY! D CK , \ IR RECYCLING `� R' - < -- 300' I I I ENCLOSURE ,� - •- I ' + I I - J.•Z' H C. CURB 1 -cur I 19 CONIC PAD, I I EN TRA NCE/SER VICE ROAD PAVEMENT SEC TION rAETILIF SURFACES b , A ELECT TRANSFORMER (SEE ARCHITECTURAL PLANSI 3'-1"B/KF RACK NIS --- LOCArION CAPACITY OF S I I I Harper ---:.: ` I I Ri hellis Inc . , v+ ,t �, _.___.. I , I E N O I N E E R 3 ' EXIST. DRIVEWAY \ ry p, S1u0 sw MACADAM AVENUE, 5WfE 580, NgAi1AND, ON 9I201 p 1, �` ctN,�, R R I I ~� I I (50-1) 22 t-t t t �•I, _\ I pl' I 3 ' 30' I ) S FAX (Soni 221-1n+ ; m c a 1, 44 DUMPSTER L d I 1 1? - 1R MCL OSURE I I � r moo. � •'•� s rOaAGf 4' SIDEWALK • I 115' \ d' SIDEWALK I I I I 11 CAS C A. D E I 1 I !I0' 1 t^ WATER QUALITY FACILITY I BOULEVARD CENTER ' -----------------=- --.--------------------------- ---.-- ----.---� 7 V EXTRUDED CURB I I►I r'AOJECr N0. , 94003 (MCM--04) BILE NO. MCM04-C1.DWO .I 1 oerE FEBRUARY 22, 1996 I I I II III IaE V/91OND , C+rr '0159CRIP noN ifoo N I PRO cFs� i I \FF Q, 1,3,06,9 1 u SCALE: 1" 40' nRF:Go\ III s�G a e SITE yg9CFSlL "kpp' I �► DIMENSIONING 1 : PLAN C1 Cascade Blvd,13029(Shell Only) BUP 96-0097,MEC 98.0055 14 of 41 t If 111is police appears Clearer Ihvt the documcnl, the document is of marl;initl qustl;ty. a I dii+ . ' .tnilnn I(nhui nnlai11iu11�m iulliiii nnlnnhmhm iinlm+nnlin111inhn1lnnlnn�u1hn � the '6AYi(.•.%unN3 q Y71,4 _ :,�U 6 n:G;'17.1�''tu: n.'w,�;-.7;• �'r 1 Y � r } .'p "r twi4 C' €xj',I '}.., ;k.l•4`Fr�i 3Y34-,, ,`y,.iiYs 1�"�'., I A."t, RI ...11N1T,'� y (up,r w M Rf3S'. GENERAL NO TES: \ �\ WORK SMALL CONFORM WITH CITY OF TIGARD STANDARDS AND SPECIFICATIONS, WASHINGTON COUNT!" \ ' STANOAROS, UNIFORM BINLDING COQf: A:14D OTHER APPLICABLE COPES 170 - Ex/SrhYG I'CONTOURS CONTRACTOR SNAIL OBTAJN ALL REQUIRED PER191rS AND LICENSES BEFORE STARTING CONSTRUCTION --1" - PROPOSfU 1'CONTOURS � \ CONTRACTOR SMALL REMOVE AND DISPOSE W TREES, STUMPS, BRUSH, RO07S. ANO OWER UNACCEPTABLE s _, ' MATERIAL OFF-Silt MATERIAL SHALL Of DISPOSED OF IW SUCH A MANNER AS r0 MEET LOCAL RfGULAriONS j7`�` PRUPOSfO CA/CN BASIN \\ \ \ \ \ CONTRACTOR SMALL KEEP AN APPROVED Sf7 OF PLANS ON THE PROIfCl SITE AT AL: W/ Rill ELEVATION TIMfl /•� � � \ 1% EXISTING fIAND SUR INFORMATION RNLI US A f, KA VN BON, O (N{ TOPOGRAPHIC SURVEY PREPARED GRADE SLOPE • BY G 6 L 1 AND SURVEYING, alk SW NlFIdbS AVT, BfAVER ION, Or ➢JON ALI urTOR/S) MUST COMDR INH OAS 7S7i4f THROUGH 7SYS71; EXCAVATORS! SHALL. morifY Al.l UT/LIrY COMPANIES EOR TINE LOUI!pN•. ;,HO(AgS (MINI PRIOR TO START Of WORK DAMAGE TO \ r \ UTIL ITIES SHALL Of CORRECTED AT Thr ;ONIRA CIOR'S EXPENSE SfE SHEET Ci FOR \ / ENTRANCE PdOFILE / CONTRAC70R SHAL( Vfq/fY LOCATION Of ALL U11LNlf5 PRIOR TO CONSHRUC/ION [X/STING UTILITY LOCAT/ONS ! ! C 1 \ y SHOWN ARE APPRUX [ AND MUST of ✓fRIfIFO BY THE CONTRACTOR ADDITIONAL �� UNDERGROUND UII[IIIES TIES M MAY Y EXXIST LEdERAL S/fE PREPARATION �� \ � �„•, /r uAADYWG WORK SNAIL CONFORM TO THE CONCLUSIONS ANO RfCOMNcNOAr/ONS Of THE GfOHECHNI[A! IS J ' gyp• is \\/�s \ REPORT PREPARED BY GfOIfCHNICA[ RESOURCES. INC DATED, NOVEMBER 1, I➢➢S EROSION/SEDIMENTA TION CONTROL NOTES \ ` q� M \ ME \\\ _—��. 5 p °° \ /Z �+ 1\ A fi \ \, SCALE, 1” a 40' A� NOTES \ ROSION CONTROL ___ -' .� f �1h1 p� `\ fV/CES 70 Bf Pi ACED _ �r� �p° i \ APPROVAL Of THIS EROSION/Sfp/MfNrA1"ION CONTROL /fSCi PLAN DOES N0l CONSTITUTE AN �A`7 EACH /RENCI! DRAIN •--''.i-�� 1 .30 j ��1\��\ ( \ OCATION 1 ° 17v 4D '��r7��, " ti EDGE Of APPROVAL Of PERMANENT .QOAO OG ORA/NAGE DES/GN (ELT., Silt AND LOCATION Of ROADS, , , �° s F� 0 l PIPES, RfSTRI[TORS, CHA vNE[S, RF ZEN 1/0N FACILITIES, UTIL I TIES, f/C 1 1\1`11\` \ .%�' `r. % • I I ASPHALT THE IFfPLfMfNHATION OF THESE ESC PIANS AND THE CONSTRUCTION, MAINTENANCE,REPLACINfAf CONTRACTOR AND UPGRADING ur rHfiam is CSC If FACILITIES IS THE RfSPONS/B/LITY Of 7M£ V10trACIOR UNTIL ALL CONSrl�I/CIION/S COMP(fIEU, APPROVED AND VfG[TAIION/(ANOSCAP/NG /S ESTABLISHED \\``\\```� - •sem � - \ s v iJl oo :t 74 k\ TNf ESC fMClllr/ES SHOWN ON 1M/5 PLAN A."T 0f CONSTRUCIfD IN CONJUNCTION W/HN AIL \ 77.60 TW �.�' _ �•-•� \ LADENCLEARNG AND GRAD/NG tmrrRIfS, AND/N SUCH A MANNER IO TQ ENSURE rHA BLE ATTER N7- \ 176111111 BW LADEN WATER DOES NUT ENIFR THE DRAINAGE SYSTEM OR V/OLA If APPLICABLE WATER \\� 17500 773.K STANDARDS ~` 770.70 ow• 1 - 1�1� _ '. TNf ESC FACILITIES SHOWN ON THIS PLAN ARE THE ,YININUM RfOU/RfMEN/5 FOR ANTIrIPATfO ?\ lit SITE CONDITIONS DURING THE CONSTRUCTION PfR/OQ THESE FS'C FACILITIES SNAIL Of 11100 BW 1 � EROSION CONTROL � - LIPGRApfO NfEDEO FOR UNEXPECTfJ STORM£VENTS AND 10 ENSURE TNA/ SfDIMfN7- t DEVICES rQ of PL (ADEN WR LERER DOES NOT LEAVE IHf 5I1f t AT EACH CAfCN \ ` ` I THE ESC FACILITIES SHALL Of INSPFC/fU DAILY BY THE CONTRACTOR AND M,1lNf4/NE0 ``1` I.00A LION' \ �\ ♦`�y J '`, D` 1 �° ` AS NECESSARY r0 ENSURE THEIN CONIINlIfO FUNCTION/NG THE ESC FACILITIES ON INACTIVE SITES SHALL Of INSPECTED AND MAINTAINED A MINIMUM OF STAPLES � •- � - ,.^�- -��c•-• _ --",,1'�� ' t>'/,� �''`�- � \\b � ONCE A MONTH, OR WJIN/N L,f 40 HOURS f01COW/NG A 570AM EVENT \ \ \ \\ FINISH FLOOR \1` \ \ t , \\ EL FV 175.00 A/ NO TIME T SHALL MORE IRAN ONE f00r (I') Of SED/MfN/ BE ALLOWED /0 ACCUMULATE \ W/THIN A TRAPPED CA ICH BASIN ALL CAr(H BASINS AND CONVEYANCE LINES SHALL BE `\ 1 - CLEANED PRIOR r0 PAV/NG rNt CLEANING OPERATION SHALL Nor FLUSH SED/MFNT-LADEN \`\,\` 113 \ �, 111 J„j,�a \ �_ WATER INTO THE DOWNSTREAM SYSTEM \� \ ^ , `X �* STABILIZED CONSTRUCTION ENTRANCES SHAG Of INSTALLED AT THE BEGINNING OF \\ \\\ I \ N. I 1 I% p490 /N� S CONSTRUCTION AND MA/NTA/Nf0 FON THE DURATION Of TMf PRO)ECT ADDITIONAL117 Z5 1^ ~-` \ MEASURES MAY Of REQUIRED 11' ENSURE THA/A(L PAVfO AREAS ARf KEPI CLEAN FOR rHf 170 ,� ` ✓ TXS{S + � � DURATION OF THE PROJECT ` \\\ \ t7tT - , ,\ J \ AOf THE PAD DO/IJONAL GRAVEL MAY HAVE f0 Of ADDED PERIODICAL(I" TO MAINTAIN PROPER FUNCTION \ 1\`\`\\ IF THE GRAVEL PAD DOES N0/ KING i 1£LY REMOVE SITE AND MUD FgOM VfNIC(f WHEELS 14 95 �� `` / \k �"' ' SUCH THAT HUD AND O/RT 'RACKING /S ESWL T OFF-SITE, OfkOONAL MEASURES MUSH B£ \ TAKEN SUCH MEASURES MAY INCLUDE HOSING OFF WHEELS BffORE VEHICLES LEAVE THE SITE �OR OTHER CONS/RUCf/ON f£CHN/DUES/WORK OPERA TIONS Mp01FlCAHIONS WHEEL WASHING \ \ \ I • \ 1� I -_ ` �r \ SHOULD of DONE ON TH£ GRAVEL PIN AND WASH RWA UC SHOOED DRAIN THROUGH A SILT 7APP/NG S/RUCIURf PRIOR /0 LEAVING THE CONSTRUCTION SITE \"` ,� -- 1'Nf CONTRACTOR IS SO(f(Y RfSPONS/B/E FOR PROTECTION Of ALL WORK, AD/AGENT PROPERTIES AND E SOL /REAM FACILITIESrH FROM EROSION AND SlL TRA NON SNAIL of ,\`,``\ \ \` J w , CORRfC7f0 Ar THE SOLE EXPENSE OF THE CONTRACTOR \\ \ / FIH,fH rLOOR 1 w__- \ J. I J� T75 - `\\ �\ THE CONTRACTOR SHALL 8f RESPONSIBLE FOR THE HYDROSEED AREAS UNTIL VEGETATION ELEV 17500 �EXI5/. DRIVEWAY 1 ll �• UPON THEN/S All A lSNCp ANY E ADDITIONAL NYDROSffDlNG NECESSARY TOP ESTABLISH THE I\`1`\ \\ VEGETATION SHALL PE DONE BY THE CONTRACTOR \ J D t \\ SEDIMENT FENCE/STRAW SALE SED/HENT BARRIER NOTES �95 Dpl `\ THE I IER FABRIC SHALL BE PURCHASED !N A CONTINUOUS ROI( CUT f0 THE CENGTH OF IHf WHEN JOINTS ARE NECESSARY, BARRIER TO AVO/0 USE Of/O/NTS TIL7FR SLorii SHALL BE \ SPLICED TOGETHER ONLY AT A SUPPORT POST. WITH AMIN/MUM SIX INCH !."1 OVERLAP, AND ' \\ I \ � J BOTH ENDS SECURELY FASTENED TO iHf POST f1/ \ \ I 4 fs y 0 0 J I I1 1 \ \\ , _ r7S.00\fW �0 �i �s i Al SEE S,rEfT C7 f R r O THE ENTER FABRIC FENCE $N:;: BE INS/AlLfO TO FOLLOW THE CONTOURS, WHERE FEASIBLE 'n ```1 +1�+ 171.00 Btr 11 ` - 1r I )SO p� �1 y. 0 \I k�R THE fEHCf POSTS SHALL iE SPA['f0 A MAXINTIM of SIX Ff.ET /6'1 APART'AND DRIVEN 1e° 1^ \by 1� 0 1�e0 ,1, 0 7j�7S 1) I `� ! SfCUREI Y /Nf,7 THE GR1 UNO A MINIMUM Of 30 INCHES 1lk `\ N. A TRENCH SHAL L OF _XCAVA rED, ROUGHL Y a INCHES WIDE BY 12 INCHES DEEP 18'X/l UPSLOP£ AND ADJACENT TO THE Wool) POST TT ALLOW THE Fit)FR FABRIC TO of BURIED 1 ^ 173 75 ,l i ,x ,w J \` \\ I \\` 17350 I 7<.10 ht /7375\ 1)375 Ik JlJ tt\ i� — 515 -- 1 I �. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT ffNCf SHALL BE \ / ATFA LEAST SECURELY 1") THE UPSLOPF SIDE Of IHf POSTS USING HEAVY-DUTY W/RF STAPLES O \\\` B 173,70 AT LEAST ONE INCH N"1 LONG, 711 W/RE OR HOG RINGS THE WIRE SHALL NOT EXTEND INTO `1 \` I Q� \\\ ; 1 \ _ `it !!! 1)9S �(, 17 I I I `_1 THE TRENCH A MINIMUM OF FOUR INCHES (< ) AND SHALL NOT EXTEND MORE THAN 36 INCHES \ fW) o 4 �• \ 71 w g0 Lp 10 I ° ABOVE THE ORIGINAL GROUND SURFACE !0- 6 N, \ 0. BW THE STANDARD STRENGTH FIL FABRIC SHALL BE STAPLED OR WIRED ID THE fCNCfAND 20 I ` 1 ' f1 t / \\� INCHES Of THE FABRIC SHALL BE BF EXTENDED INTO THE TRENCH Li I THE FABRIC SHALL ,NOT FXrENn sDD\ \ MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND .SURFACE flL TfR FABRIC SHALL NOT BE Vt r12 \ I 1x0 /,`, ED I 3 • • STAPLED TO EXISTING TREES — _ i I , City of Tigard WHEN fXrRA-STRENGTH FIC IER FABRIC ANO (LOSER POSH SPACING ARE USED, THE WIRE MESH 1 $/DEW 1 ° I I g SUPPORT fCNCE MAY Of fCIM/NAIfD /N SUCH A CASE, THE FILTER FABRIC /S STAPLED OR \ - `1 � ` 1 \ \ ( I • W/R£D 0lRfCfLY TO THE POSTS WITH AIL OTHER PROVISIONS Of THE ABOVE STANDARD NOTE i I I I Plan Review for FOR STANDARD STRENGTH FILTER FABRIC APP(PING �\ I I I I SEDJMEn' FENCES SHALL BE REMOVED WHEN TMf" HAVE SERVED THBR JSEFUL PURPOSE, BUI R NO BfFOhF (HF UPSL ORE ASIA HAS BEEN PERMIMEN HCY STABILIZED Building h _ J t g 5 ells l I \ I SEDIMENT FENCES SNAG BF /NSPFCTfO BY THF C)NTgACIOR IMMfO/ATfCY AFIfR EACH '� T4 /1 /W • RAINFALL, AND AT Lf.lsl ,'AJLY DURING PR010N(iF0 RAINFALL ANY REQUIRED REPAIRS 1)pS ! ```( \` / 3J7 QWI� I ° \ & Site Work SHALL BE NIDE /Mh!OIAIfLY ` ` \\\` ` 1 �•. '•)70./ I3 IW - 1ti I I 1 , I �� 1,--EXIST. DRIVEWAY Ar NO TIM' SHALL MORE THAN ONE FOOT I1'1 D£I'TH of SEDIMENT of. ALLOWED 1'0 \` 1113 BW , 7i sa MCI s I I February 23, 1996 ACCUMULATE BEHIND A SEDIMENT FENCE OR STRAW BALE SEO/MEN1 BARRIER SEDIMENT \ \ `" °WISH FLOOR ( I ` SHOULD 3KES £RfMOAS OR REG"AOEO INTO SLOPES AND THE SEDIMENT BARRIERS REPAIRED AND _,� \ `t dp 10p 11� ELEV 17500 1 1 I I 2 Rf-fSfABL/SHED A5 NEEDED \ \\ '�-• - ` -�•�-, � I I I __l Ott_TW 17175 FS• A, I STRAW BALES SHALL BE STANDARD 40 l0 60 POUND RECTANGULAR BALES OF CEREAL GRAIN ` \\\ -� -- 174 41 TW --- -- 04 SEED STRAW 2QEWALK DETAIL o 1 0/0-FITTER BAGS SHALL at CLEAN I0071P RfCYCLEO WOOD PRODUCE WASTE. SIZE OF BAGS SHALL of N f S I � �'f � COOgOII/ATT STAIRWELL LAYOUT • '�_ ld"Ka"x30" AND WEIGH APPROX <5 lbs, AND MADE OF 7/1 INCH PLASTIC MESH. \;'`\ \t �• 4 % 1/ n rj' 17. 7 TW 1 WITH ARCHITECTURAL PLANS SEEDIN `````\\`�\ I I HpLrper t X11�� nava- I I `` \`\`` 1 �1 �� (TRENCH ORA/Nl j p I -i II RECOMMENDED EROSION CONTROL GRASS SEED YIXfS AA,f AS FOLLOWS F1,411AR MIXES DESIGNED \�" f68 . ig h e l li s , Inc . TO ACHIEVE EROSION CONTROL MAY Of suasnTUr(D IF APPROVED BY /URISOICl/ON �\ 1\1`M \` WATER OUAutY FAtilY16 r 0 0 1 _ I �I' E N G I N E E R S 1 6 (CATCH B.1 SIN) I I DWARF GRASS MIX (LOW HEIGHT, (qW MAINTENANCE/ � 1 I i ICATC BASIN PROTECTION \ 1 �` \`\\ \ r las 174 q ' DWARF PERENNIAL RYfGRASS, e0X BY WEIGHT {� {� \ \ ( f/ SLOPE - - 1 SLOPE I 5200 5w 4K.ADAN AVENUE, SUITE 5110, PORTLAND. OR 97201 CAfEPING RED ffSCUI )O% BY WEIGHT ` - 5 1 11 APP!ICATlON gAIE 100 POUNDS MINIMUM PER ACRE \ \ 1; \ / \ a _ I ) 22 S FAX t 2.1 1171 172 _ .._.. I� I W t AX 5031 i �� 1 00 u 2 SIAN04R0 HEIGHT GRASS MLY ANNUAL RYEGRAUE, 60% BY WEIGHT II ` — ------- TURF-" -- r I YPE FESCUE, 60% BY WEIGH =, � \\\`\ \ � \ I �. : I APPL ICA lION RATE 100 POUNDS MINIMUM PER ACgf E•RLaSION (ONfROI` 1>0` ✓ EXTRUDED CUR© s65 \ \ \ \ \ 1 SfD/MfN7 FENCE �� •_ t 70 I I I 165 00 165 00 \ \\\\ I A IS WL(LNG TRACT THAT SLOPES N sLROUGHENED To BEFORE SEEDING BY '/RACK-IMPRINT, P R PARALLEL 16550 ` \`� \ ` r _ I vRo✓Ec* A CRAWLING TRACTOR UP AVO DOWN S10PE5 TO LEAVE A PA1HfRll Of CLEAT IMPRINTS PARALLEL -• �\ 1I / TD SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE MORE STAB(F SITES FOP SEEDS TU RfST DRY DETENTION FOND SECTION A —A J IF HYOROSEED,NG IS USED THE HYOROMULCH SHALI Of APPLIED WITH GRASS SEED A/A RATE Of LIED L WITH A DI SLOPES Sf££PfR THAN 10 LI ATI N nY,^^C.'ND M AND SEED G SHALL BE NOTE SEED POND WITH WETLAND SEED /n rill CASCADE APPLIED WITH ABOND/NG AGENT (TACKJF/ERI APPLICATION RAIf AND METHODOLOGY l0 Bf PEA M/XTURf !PRO-TIME' NO 501 OR ` \ I / SEED SUPPLIER RECOMMfNOAPONS APPROVED EQUAL/ BOULEVARD DDD CENTER FILTER FABRIC MATERIAL 136" WIDE ROLLS), I '� USE STAPLES OR WIRE RINGS TO ATTACH TO V I I) l FABRIC WIRE I"X 1" WIRE FABRIC 114 ;,A.1, BIO-BAG JR I II 1 OR APPROVED EQUAL I STRAW BALE WIRE FABRIC —�- q PROJECT NO ,94003 (MClA- 04) u �~\ `�L - I \ / I„II rTtETVO MCM04-C2.DW0 Flt lfR FABRIC OA 7E FEBRI.ARY 22, 199f! r` POST RIFVT9roN8 nA•F N N III ell BURY aorrINM�` v G PAVEMACCE55 POIN e"Xri" rRENCII I E P FPPRWOOD POS rS, MIN U ` ,`(`'EO PRO FFs STANDARD OR BETTER ^` I R.25'MIN y: Q CS C t ,NF S� LAIHfRNAf£ SrEfl --1._ CLEAN Plr RUN �,Oii9 V "� F, O� FENCE POSISI OR 2”-MINUS GRAVEL SUBGRADE RtINFORCtHfNIX a MIN PROVIDE full WIDTH 6 0'-- GfOIEXr11t, AS RfOUIREO BIOFIL TER BA GS/S TRA W OF INGRESS/£GRE'SS DEP ih' AREA 120' MIN; � •r uRF.t;n. BA ES— TEMPORAR Y L A D I N G A N D �9'�AJ ,o � Q�Q SED/MEN T CON TROL FENCE GRA VEL CONS TRUC TION EN TRA NCE CATCH BAS/N PRO TEC TION EROSION CONTROL N rs -- Hrs PLAN � EXPIRES Cascade Blvd,13029($hell Only) STIFF r NO 13UP 96-0097,MEC 96.o05S 15 of 41 01 If This notice appears clearer Than the document, the document is of marginal L1-.al.,ty. {Ill�lll�I! . .: , j ,: 4, 1li�1�1l1 t�11111�1�t �II�III�I�IfI . 111111111111141 IiIIIII 111yJ11 Ilml+ nin�� mnl+ � N m-,W- � pli1111 t . _. - .. y s.eury 64" LILA +� �i.>t�:f] T �4w '� �-�, .'i •iw - . .. '3d lit N <r' .e ,,�;.. 5T0• FRAMt � `'' L AND COYER-1*_1 - 74—"DVA �____ -.--�•� STANDARD MANHOLE - I FRAN AND COVER L-FGWSMEO GRADE OF STREET 1 \ *ERA NOTE � GRADE' RINGS 5fNERAL S fMYSNE'D GRADE ALL WORK SHALL CONfORK TO rMf CITY of TIGARD STANDARDS A SP rAF _�M�YN !". MAX 1J.. \ O 0 NO E KA 110NS, WAsmw i'ON COUNT Y STAAIO,IIP.95, U/WKOAM PLUAYIYG LODE, AND UNIFORM PLUMBING CODE , IIA LOCATION AND DESCRIPTIONS Of FXI5/WG U!!L/rR'S SHOWN ARE COAWY.EO FRp1 AYABLABIf RECORDS AW'OR FIELD SURVEYS THE CITY OR UIILIrY COMPANIES DO NOT GC,ARANTEf rMf AccwACY NAP rAR COMPLETENESS Of SUCH T1K CONTRACTOR SMALL COMP OY I L WITH ALL REQIVREMENIS Af ORS 757541 10 7SIS11 THE CONTRACTOR SHALL J'CLEARANCE I y \ ( Z \ NOTIFY EACH UNOERGROUND UTILITY AS LEAST 41 BUSWESS-DAY NOLIRS PRIOR TO EXCAYArWfi, BORM16, OR S"KIN -- ---- -- \ A. POTMMWG ALL untirY CROSSINGS SMALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVAT#x OR BORIYG /O _ 41 FILL JOINTS WITH \ \ ALLOW THE CONTRACTOR TO PREVENT GRADE OF ALIGNMENT CON1r/KrS CfMENr GROUr \ \ \ �\ PROVISIONSDURING ALL 8�MADE BY rHf CONTRACTOR TO KEEP ALL 1XISTWO UTNITIES W SERVICE AW PROTECTTHEN i ciij MANHOLE SECTIONS \ urILITK$ 9R ANFFRFfRFNG PORTIONS Of Ullttrifs, THAT ARE ABANDONED/N PLACE S.YALL BE REMOVED BY rHE \ CONTRAC•i, TO THE EXTENT NECESSARY TO ACCOMISM THE WORK THE CONTRACTOR SMALL PLOG THE 1 CAS REQUIRED/ 5}1 ` \ RfMAIMIAd EXPOSED[ADS Of AOAA04N uratrlfS. _ SLOPE >t� BRfAK DUr I" CLEAR (MIN) A. STORI+f 2q Am" " STORK LIRA.: PIPE, BLNOS, AND FITTINGS SHALL BE SMOOTH INTERIOR, NIGH DENSITY polYfINYLfNIE CORRUGATED \ \ \ Cf s RFMOVf UPPER HALE Of �\ „ , PIPE AS PRODUCED AND SPECIFIED BY AOS, pg00(ACT NAME NIIITML UNLESS OTHERWISE SPfC/fK0 SEWER PIPE INS.'✓^F MANHOLE � \ \ SCALE, 1 + �O ROOF DRAINS FROM bUILDING SHALL CONNECT 10 SITE STORM DRAINS IN LOCATIONS SHOWN ON THIS PLAN. /�'�� COORDINArf EXACT LOCATION WITH ARCHITECIURAI ANO MECHANICAL PLANS j -' 16100 7- ��'h - \ ADJUST MANHOLE AND QEANOU/ RIMS TO FINISH GRADE /Op Of 1 � -- THE MANHOLE MAY Of POURED �� • PLATE / + MONOUTHK TO B" „ROVE rl/F p I663f _ BARREL OF THE MAIN SEWER ' \ --'' - ALL WATER P/Of SHALL BE DUCTILE 1 14"IN Q ` Jdl.dl � 1 \ ROh 1011. CEMENT CONED, CLASS S2 AWWA SI OUP � d d" N/N L e" MIN C I 1515 d0 • �� All PVC r CER MAINS AND FIRE PRO rff710N 1INES IOCA FED 0WS/0f OF PUBLIC IINP#OVEMENIS SHALL wfr • ��' \ \ THE REQUIREMENTS OF AWWA C900, CLASS ISO PIPE, OR Ie, OR A.'PROVEO EQUAL DOMESTIC SERVICE LINES I" PLUG W/ SHALL BE SCMfOUIE 41 PVC ACC PIPE SHALL HAVE 16'N/N/MUM COVER MEASURED PROM FINISH GRADE M� ��•' STA IE APPROVED UOUt 4'I ORN'AiF • • • MANHOLE Aho SID STORM MANHOLE-- \ \L;C�\ \ LE O£TfCrOR CHECk VALVE ASSEMBLY SMAC( Of INSTALLED AT VAULT SEE ,F . 16:9516-, STANDARD MANHOLE -�^ \ PLAN PLATE I R(M!L . 174 f0 If N = 161 r3 rill", W/ ' ` \ ) \\ \ ALL WATER LINE TAPS TO PUBLIC WATER LINE SHALL of MADE BY THE TUALATIN VALLEY WATER NAAWOL E CONFORMS VIIH N T.S. I f OUT I6e 3e I f1". ,I �^ � ASTM C-478, OREGON APWA SIO SECTION A-A -�� \ SANITARY CLEANOUT DISTRICT (TVWO/ AT OWNER'S EXPENSE CONTRACTOR WILL PROVIDE ALL fXCAVAF/ON, BACKFILL, '' CATCH BASIN 1 I f Y6944 THRUST BLOCKS, AND VALVE BOXES � / \\ THE DOMESTIC WATER Mf TEV SHALL BE SET BY rVWD Ar OWNERS [XPfNSf / \ CONTRACTOR SHALL INSTALL ALL PIP/rA6 4 METER BOX I-��- "fir' \ ---� 12" CONC P E \ - L`�''1 '" All /RRIGArION SERVICES SHAD -.tWE A SIAIf APPROVED DOUBLE CHECK VALVE \ RIM EL 3 )0 ��' - LIGHT POLE IF.-183.57 -7 ` if , f6903 - d" STORM /rYPI \ ASPHA; I ASSEMBLY INSTALLED PER rVWD/t£Q4wfWNrS 150 L f r / UPON COMPLETION Of THE INSTALLATION OF THE WAFER SYSTEM ALL LINES SHALL BE FLUSHED AND 4 ��'� 00040 ./" \ \� \ SEf SHEET C6 FOR LATERAL INfORMAIIOM DISINFECTED /N CONFORMANCE WITH S f THE CONTRACTOR SHALL TEST ALL LINES/PERVTHE rVWDISION EREQUIREMENFSWD REQUIREMENTS o ��' lLICi W/ 4"I ORIFICE 1 j ME511C ` 4 CEN'EPLIVE Of PLUG '• 1 �. ((l�� 1/2" PVC DOMESTIC SANITARY SEWER 4 / 5 SERVICE INF \ SANITARY SEWER PIPE SHALL Of PVC ASI K 0 3036, RD 3S All SANITARY SEWER CONSTRUCTION SHALL A � 0 BUfl0/NG J I� IE 8" CONCRETE+ BE IN ACCORDANCE WITH THE CITY Of I/GARD STANDARD SPEC/FICA/IONS `5 J -5(- y ' �� \\ .'� PIPE IE- 181.45 .IDJUtr MANHOLE AND .IEANOUr RIMS TO FIN/SH GRADt r— 12" CONCRF M/SC, UTIL I TIES 3 1-I/I' PVC - \ IE-183.21 I.E. NOT' 1NfELECAPIPROPRLA1f UTILITY GAS, AND TV SERV/Cf SHALL of COOPD/NATfO BY THE CONTRACTOR WITH -.5 DO�Yf5l1f SfRyIC!`- _.- CArCM BASIN 3✓ i IS FOUND TTY COMPANY CODpD/NATE LOCATION WITH OWNER AND EM!INEER RIMPEl 177.00. \\ _ `•. - I S i PHON TYPE) It = 174 SO {r \5 Rl,' .- I73 00 =�" v �` '"-NRf HYDRA I 0051 -- ./O 0, \ � td"IN \\ . if 170.0 O WATERLINE =�' 5 • 0 � \ STORM LOCALES PAINT t INSTALL 6 L F d" ` dd"S/0 F(AI TOP MANHOLC 1 _ IE 8' CONCRETE P� S , 0 3500 l \ 5f \\ PIPE IE- 180,04 I _-- Sr0 MH FRAME d COVER t 1` \\ 6 SAN -� / \ / _.-STORM LOCATES PAINT /-1/1" STAINLESS I0055 ST 4 ER I. \ INSTALL 116 L.P. 1" STORM rJ \ ? IE 8- CONCRETE NUT AND IOCXlNG WISHER 0 0557 \ J` _ PIPE IE' 180.83' / 11 TOTAL EACH SIDE, k ` 5 \ \ \ 3/1'ALUMINUM PLATE l / \ UNINU 0"IU LEGEND �[AN A(UMINUN ANGLE \1 \ - CU AND REMOVE \ \ W,11D CO ` -! �•CURB INLLET: z-�� PROPOSED STORM LAW 5 \ rt" F AS, IRfO CONNECT RIM EL. s 180.22' tel`-!ELF FA2"IMG CON( STEEL \ \ f1"rB" TEF REIN "_/INE 10 EXIST PROPOSED CATCH AIN SELF TAPPING CON( ANCHORS PHILLIPS 5-11 OR EQUAL 5 \ a1�7��d777 W/ X CQUPLING - - I.E. IN NW a 177.29' (10" CONC) f C BASIN STORM CONTROL MANHOLE LSE TA IL (1 TOTAL EACH SIDE, 1 \ .. e f !6d if LE. OUT S 177.17' 10" CON( — \ SANITARY SERVICE - �-••' - \ PROPOSED WA NTS A \ f INTO BU2U/NG EXJ ! ( ) PROPOSED EIREfNYORAN/ ASSfNBLY 6"DOWNSPOUT \ IE 17109 ,, r VOL;E T rof tMOV[D - LOCATION 17YP1 , \ e / PLUO OR Aurtr EXIST-IE A r MAW 1 I 5 EfESTO M AWAROVfIIfNI! \. - PROPOSED WA TER SIR V/[f/NErfR ` STREET � A \ • s I ( ) PROPOSED SANITARY LINE EXISFLDRAINAGEWAr� CATCH BASIN OIL TRAP ttt 1 \ o Ar N 1 £xlsr Fr /IfDAAN- /' I �R RIM EL s TkO.11 ITYP AS SHOWN) \ c o /' IS r0 Bf REI OC rA; _ �. gs. RIM EL. I!l.SO -I' •�• _ PL Ur- DR ilA .� 170 00,� Exist rf�S4IAbV I n ' Comp USA --' �' INSTALL 36 L.F. B. `; �, \ 1 • �r r -= 00678 �` EX/sr sp [ I AND BOX !D. MOV I ^-EX15T. DRIVEWAY \ FINISHED GRADE f - '� t 1 EXIST. FLIT HYDRANT--.TO Of RELOCATED _ �'X/ST TEE A A I I J_ PL UG OR FLANGE 8" C PIP I FRAME -BOL T DOWN N N ` 7.29' d"D 1. FIRE SERVICE LINE / f+ r I . NI i \ - FRAME AND COVER I. PROTECT EXIST IE 176.44'i k -- - S \ 1-1/1"PVC DOMESTIC SERVICE / r r~ l / ,_ - e.. WA rfRLAVf. I ki ' 4"D.I. f0!LINE I. ' \ 12" PVC PIPE r e D f WA rER ' ADJUSTMENT IE- 168.66 \ IFRO14 BUILDING EIRE 1 SPRINKLER SYSTEM! - \ Dowr/c WATq_ , 1 SFRVICF LINK' t n I I I I - 3/4"PVC DRIP LINES W/ VELOCITY BALL _ _ + I i I �'- L F P DRIP VAL Vf � 175 4 I I _ „• i \1 ST \"�" SIORM �I i I� Sr�,?M AATIOL[ F� *114'EL A 1770 I 5 . 0 0100 II y / a I IA , t6700 112", E.1 If /N = 16690 IIB" NI B'■ 9"CROSS \ t \ lE OUT I66BS /1<". SI d"r 6" REDUCER \ 1 I f I l //DOUBLE DETECTOR CHECK i l -LIGHT FOIE VALVE AIAV VAL4 I t - T"0 MESTIC WATER .?��.__-_>,>T.+r:;:�•�,L F.7ar•J'i �;� / f - 6" GA IE VALVE \ \ \ \ / CATCH BASINS lrypl � l /SYPHON lY I l I t Atr"OS/SERVICES \ RIM EL = 173 00 I�- ( / t 1 PVC S'OPING UP TO d"0.1. WATER e"0/ MAT R \. / l. . ,'11.SO I a I--- EXIST. FIRE SE'C'TION A-A FOC TAP CONNEInJNS \ \1 ` C�pI, �' II I � 1 ~`r.---OOMfSI/C I rAP VAL V!/ 11 A ( I DOMESTIC t 3 00 1---DOMESTIC- S t I 4'DIAMETER 3/4" TAP-RACE FIRE HYDRANT ASSEMBLY 1 �5 I+ I � 1 I � W014 , CMANHOL ONCRETE I VAI VE DRIP LINE INCLUDING 6" GAFF VALVE i C lJ I S \ ( • • SECr/ONf CONE AT (OW P. 1 ` 0`Sr'�a 4"0/ FDC LINE 3/4" vcLO[lrY I 1 t set p,TE 1fR01y BUILDING EIRE / ( l'' , \ � t 1- I 1/!" fSrIC WATER �� of Tigard! J 1 \ I METER SERVICE FOR /RR/DA LION � L 11 I R `R SPRef BUI SNG FIR 1 (REFER *0 IRRIGATION PIANS! L1 BALL GRIP VALVES I 5\ 1-1/1"PVf DOMEST/C SERVICE \ I • l-I/7` PVC DOMES FIC SER VICE I I � BALL VALVE VAULT II t1 COQ 6" D/ FIRE SER VICE LINE I 'z �� I % Plan Review for 3/<"PVC GRIP LINE, EDC TREE (SEE DErAILI OREC11011- -� 5 - - WATER o \ NO E. SEE SJNEET CS F • • TO POC TAPS 1 1 (7R WATER ` �` Doti p��PO�L" 'I �. WA TER SERVICE CONNECTIONS. /SEE PLANT �^ 3/4" \ f�rr� ____" _ 5 �� y�o -_ BEI9tL I \` Building Shells DRIP LINE FLOW 5 A \ I \'t IE N t -- �I`. DRIVEWAY A I � II 3/<" DRIP LIAK _..I ` \ _ �� FOUND F I _ 1 �r Site Work 11 10" STORM now 95:. t Id I eee I% 2IOn CATCH BAS/* 6 •----- l \ s '---t CATCH BASIN (Uu TkAP) February� 1� 1 !SYPHON IYPEI / ( f 'J x 1 I RIM fl = /6900 RIM EL 172 7f' I�Jy II f J - � If : 167.05 ' ir�Q/ Tip CT1 I � EXISTING EIRE HYDRANT - INS FALL fO L f 10" @DRIED f c 6" TEE IIGHr / S = 00100 ` GAS CATCH BASIN- \\V/ \� 1 - e"r 6"REDUCER 3/4" TAP-BALL- l ' / /� YI !� RIM EL 171.35' I - 6" GA If VALVE VALVE DRIP LINE // t ` I I - LE, IN N - 189.53' 1 ( 0" CON( r DOWNAT IOW P/ STORM CCa1R0L MANHOLE, \ SANITARY SERVICE INTO BUILDING I ) M HL FRAME // SEE DETAIL -� - I TIM EL DRF70 90 /SEE LOADING DOCK DRAIN SYSTEM/ i f 164 45 I.E. OUT S -, 169.34' (10" (ONO / It EL 92 90 I EDC / RIM E( _ 169.50 t Sff SHf£f CS f0A LATERAL INFORMATION J AND [DVFA / if /N : 16635 114", N.) �\ r-35 1 F e" PV S = 00086 If OU• 16923 (B",SI 6" DOWNSPOUT LOCATION ITYP./ I y 19lF _ oee7e S! harper f I f IN . 165 e0 /e". F 1 \ /-STORM CU FALL 11 f IIS 50J 1£ our , 16d 16 /74", sl / /1 4 1t W(SEAQUA INGPLAIUIY I I�pl R�ighellis, Inc . INSTALL 49 L F I4" rSffj GRADING PLAN) II rr per(• . BALL VALVE VAULT DETAIL 10CF 0100 S - 00050 �S7 FBF£- Sl�►r 3e7Lf a" SrORH ; E N o I N E F R s N T s 5 ----- I I ---- 1 00 1<" STORM OUTPA LL ----- ---- '-_-•�» -��--��'-��"�" �"-��--�• ' 5200 SW MACADAM AVENUE, SURE M. Pd/lIAND, 01!P7r0' INS JAI/ 10(f 14", S = 70 -- r -' -�"' � \ 593) 227-tUt FAX (nAN 221-120! �J lf. OUI 16555 /14", $1 1 -I STORM Cl~r D CURB FLAT-TOP STORM MANHOLE p tY RIM fl' l 1 N 12" PVC PIPE REFER TO "S FORM CONTROL ' DErAIt FOR FLAT-TOP NH RI . 16845 I N IE- 165.50' RIM E( - 15950 \, I ` l£ IN , 165 60 (e", N/ W%$7" L UO, W/ 0 S"I ORF/CE I E N . 165 77 (12 04", N p l PA VE OUT OF PAVED 45' PEND GROUT if IN = 165.67 174", N1 I I Y ------ RO rA r£AS \ GRA Tf l E OUT , 165 62 (24", S I --I t q REQUIRED HINGED OFFLfCIOA TO FINISH GRADE \ AREA DRAIN: ( a FACRIrAIE CLEAN-OUT168,82' AREAS oa" e rce t,1,4,s/ a STANDARD CAST IRON ( ) I.E. IN W 64,34' 10" CONC —RIM fl. CATCH BASIN OIL TRAP 11 MAIN-- �\ !.f IC.B, L2.6I h- ( ) TCB 1,61 I /SEE PL ANI m /SEF PUN/ FRAME AND COVER RIM EL. - 168.54' I.E. IN N „ 184.52' (10" CONC) ll j ;'; NA FIVE ' LE. IN NE = 187.34 (4" CPP) I.E. IN E - 187.37' (10- CONC) 1 _ '� I.E. IN E e 187,2T (6" CPP) I.E. OUT 5 - 184.29' (12" TONT,) l GRANULAR � BACKFILL CASCADE I.E. OUT SW - 165.79' 12" PVC BACKF/LI �. l ll� /1 .01 - BOULEVARD nIx - "?" MIN I 0 00 "IYNCH" CATCH&A SIN ` w CENTER t USE PIPE MANUfAcrURES ADAPTER CONNECrOR OR � r `r "FERNCn" -L£XIBLE COUPLING WITH STAINLESS COMPACTED r I f C B 13,<,Si SFE£! C(AMPS OR APPROVED EQUAL MAIN `\ rSTC PLAN) FILL -- �-- 6" OR B" PVI' TCB 1,45/ W'1OR TEE AT MAIN DETERM EN THE REQUIRED (SEE `" --_--- - ISEf PL ANI PIPE BEDDING AND BACKFILL QUAIL IL TCB t/ F/lT*GS NEEDED FOR EACH �A' ;r� •.o 94003 MCM- CA1CH BASIN. 1'OF 6"0! PIPE, S"003 NLS ( 04) 45- BEND --� MCMO4-C3.DWC3 TURN (LIN N - CAP c•n FEBRUARY 22, 1996 CATCH BAS/ti`/AREA DRAIN DETAIL WYE BRANCrI \� _ TURN 6" NO HUB END rORAIN,ZURN Z-806 FRENCH0 (IURN ITEM N0 -E1 TS• GRANULAR BACKFILL 1 -\ Ar ..;'ti< Ic+rF.' CFlCI�iPtpN �-�! OUTLET (IURN NO. -Edl \ N T S 6" OR 8" X 6 8" Ell' ALL SIDES Of Our , 1698d) IURN HEAVY DUTY CASE OR 10" I SEE h- � IRON GRA FE. (IURN NO. -G) IRON G DUT Y CAST 1 :-f�- I� � IRON GRA FE _ ® + PLAN) �1 _r TD STORM SYSTEM -- -�� 11 1--p- -T-�-�(�(—T�-m�T- 1 T �T (L•OCANON VARIES, SEE PLANT 11 1�II1IIlIl1 -. 1LLIIIII-IlI11III �IL11111L.11111J1L11IIIlI1. L111 1"x1iF FR STEEL SEE NO f£ ANLL F FRAME � 1'SEf NO If (� � l -\ PROF�r- PROVIDE d SECURELY t£ s SL DPT - MANHOLE OR PIPE TAP ANCHOR TAB/• CATCH BASIN ,;ff ��IAHI 10' iIURN FRENCH DRAIN ITEM NO 10101 Lf VEL STRIP SEE NOTE Ljt U .,� 1 \F ��p -'~`- - I'ISTALL PLUG (END Of LINE ONL Yl -10' (IURN TgfNCN ORA/*/FEN N0. 1009/ 10'MODULAR SECTION PIPE TO PIPE �--- No rE Ir, Q $RFAK OUT WALL I"M*. 4"MAX CLEAR Of VALLEY CAST IRON FRAM£ AND COVER SHALL BE IURN I-104 SECTION PIPE WALL GROUT SPA!'f WITH NON-SHRINK VALLEY IRON 6 STEEL CO NO 'S 201 16'7 OR 703 I8'7 14"x14"x41"CYNCII GROUT UTILITY PLAN 1 OP )N OR APPROVED EQUAL CATCH BASIN W/ NOTE. INSTALLATION SHALL Of IN ACCORDANCE WITH OVER CAPPING)O/N7 USE fEANCO"ft£XlBlf COUPLING W1 7H �Ir- J�°I 19 �94� C/ HEAVY DUrY GRA FE /OAD/Nti DOCX rHE MANUFACrum'S RECONMfNDATIONS SfA/MLESS STEEL CLAMPS OR APPROVED EQUAL ' 11, RIM fl 170 f0 TRENCH DRAIN TO Of PLACED IN CONCRETE CUT HOLE INTO PIPE AND *STALL "FOWLER" I E IN , 16110 ON FIRM NATIVE SOILS SEWER BOOT TAP TOR APPROVED EQUAII F$ L �V /E CUT 16913 � EXPIM -- /97 S T�DARO CL EANOUT N r LOADING DOCK DRAIN S_ YSTEM STORM GRAIN COW CLION OETAIL g�FET N� C. 3 Cascade Blvd,130?9(Shell Only) • ■ BLIP 98.0097,MEC 96-0055 NIS N.T.S. 16 art 41 ' If this police appears clearer Than the docutnenl, the document is of marginal yua1"IV. X111+ t � + I I k _ � ! � !� :1�.�130 X I iluu Ih�fi .ire - .m-Ni tr�tn+ttultut i��ihmtiii�hiii niiliiii m,limhmliiii++iiihiii nnlnn+irnlmm�uhmtunl+m tt i J I ( 8 ', .. .�.... P�SVIa.I".lT,u'�wW .....,.-....-ltiwikL'.w.`:b.a:.�c.:r......mrh.n♦. ., ,:�._.- .f._:..ml..,:._� _ Y,�: �......,.i.... .�...... ... .:.•.�.."..uuaci.:.a.... - -..w w...r..�..:......,..a,._e.-ire.... ..... _ ,._.... .rw.... .. `..,..... •wru dr.ra,:.�-: '. ..:us.u■rtiu"° ir3k' , "Awe IMFWMF- fo 1 REMOVE APPURTENANCEX;STESW WITHIN PROjur PROPERTYG STRUCTURES, T LAVE., ASPHAL AVESPHAL I', CURBS, FENCES, ANO TOPOGRAPHIC SURVEY 1 REMOVE EXISTING TREES WITHIN /HE PROJECT PROPERTY LANE UNLESS NOTED • r; \\ \ OTHERWISE \ \ ). TOPOGRAPHY SHOWN/S FUR/NFORMAI/ONA( PURPOSES ONLY CONTRACTOR N RACIOR IO t 4 0 F 1 VfRffY ALL FIELD CONDITIONS PRIOR 10 CONSfRUCfION. LOCATED I N THE N W u \ 4 REMOVE, ABANDON, OR RELOCATE EXISIW$ UTIL11'Y LINES ANO APPURTENANCES / WITHIN THE PROJECT PROPERTY(INE COQPOWITH IA ROPRLITfUil(ITYCOMPANYPRlpp YO CONSTRUCTION REFER To UTILITY PIAN FOR UT/L/liESTO Of SAVED. SECTION 3 59 T 1 S ' R 1 W' W. M . • S. REMOVE OR RELOCATE EXISTING POWER POLES AND GUY WARES (BY OTHERS). CDOR04YAif WORK WITH THE APPROPRIATE UII!/lY COMPANY PRIOR ftl CITY 0 F TI G A R D , R.O.W LINE \ CONSTRUCTION n \ \ 4 REMOVE ANO/OR RELOCATE fXISTMIG STREET SIGNS (BY OTHERS) COORDINATE �\ WITH TNf APPROPRIATE AGfNCAES WASHINGTON C O U N T Y OREGON 12' DIA. UNI. - \ -- 1 UNDERGROUND \`\\ \ \ SURVEYED JANUARY 3, 1995 VAULT �\ BENCHMARK: SCALE ,• _ 40' \\\- :- �\ \• \ �\ A STANDARD OREGON STATE HIGHWAY DIVISION REFERENCE. MARKED "P.O.S.T.' ON THE BEAVERTON-TIGARD HIGHWAY (HIGHWAY 217), 1500 FEET NORTH OF GREENBERG ROAD, 0 FEET SOUTH OF SCHOLLS \ \ OFERRY HIGHWAY 2177, 217.34 FEET EASTOF PGE POLE 06981 -1967-,67, AND OF WEST DIGFOOT FOOTOF EASTPAVEMENT OF OSHD RIGHT-OF-WAY POS7 MARKED 'P.O.S.T. 399+98.89' �' ,'♦ ' `_ \ \ , \ �P� BENCHMARK ELEVATION - 194.237 FEET 12.11'Ob \SIGN = es on' NOTES. - - -- -- -- f R 17 \ �~ 12" DIA UNE l- - .' 4-4' -- - T t0 1?� = ,, , D 16 ' �a c'2 ,bK 9 1�Vo. .I' ra o ria -- '9S. � \ CH S +1:1157'35' E �E0 r N It 1 \ WATERLINE LOCATION WAS DERIVED FROM AN ASBUILT DRAWING FROM THE TUALITIN VALLEY ( � 5 521iT1t o a { , a 'N� \ \ 272 98' WATER DISTRICT. THERE WAS NO UTILITY PAINT TO PHYSICAU Y LOCATE IN THE FIELD, SO \ ` H 2 °rr.Rl . LINE �~ \ LINES ARE APPROXIMATE. NN X C to D sd\ \r \\ \ \\� - GASUNE LOCATION 1.. 5 DERIVED FROM AN ASBUILT DRAWING FROM THE NORTHWEST NATURAL GAS COMPANY. THERE WAS NO UTILITY PAINT TO PHYSICALLY LOCATE IN THE FIELD, SO LINES (a ARE APPROXIMATE. Aot'E 'K(IDUAM REst 12" CONC• PI EDGE OF OU� IDI OR CONIFER /[� -1(33.57 ASPHALT 1% \ S R.O.W. UNE TOPO NOTE IE 8" CONCRETE I F(I \ E J 44:T. DIA. POST FOR BILLBOARD E 181.45 _ 41'42'94" _ \ ,�' 1 ) �_-__ ._ - �, A•4, \ \ � - ,�- TELEPHONE RISER 12" CONCRETE IPE TELEPHONE RISER '� ' ?1� \ \ ' - IE-183.21 \ \ \ v \ FOUND T R - 181.23L - 117.39' WATER METER E15 GAS METER 1 �� _ CH - S 22%)4'46" E ( 4 AUTO SPRINKLER r!.1 - GAS VALVE X - a -�` _ \ �3 i 114.81' WATER CONTROL VALVE\\` _STORM LOCATES PAINT ��J MONITORING WELT. IE 8" CONCRETE I UNDER GROUND POWER VAULT 2 PIPE 1E- 180.04 GAS VALVE F - POWER VAULT STORM LOCATES PAINT Teo ` ` ZA IE 8" CONCRETE %; - S.'RINKLER IRRIGATION VALVE PIPE IE- 180.6.3' L ' CURB INLLEI: F` 'NR - - UNDERGROUND POWER UNE -C 3 \\\ ` - - _.---•-- \ � `� TR o ; I RIM EL 180.22' --SAN SANITARY SEWER LINE \\\` ` 1 \ �. HORSESHOE .w r.ND 0 E END \ 3 7.85 AC �` -•.,� 1 u 14 _ , - 1 E. IN NW - 177.29' (10" CONC)11 -� \\\\ \I 1 \ �ti I E. OUT S ; 177.17' (10" CONC) STM - STORM SEWER LINE \\\\\ ` \t PITS �'1 , sH_c-=ACOVFRE` � -.� ~~`'� 2 - / usr 2F1 D A e ` --TV-- - TELEVISION CABLE \\\\`\\ � !ice ` PICNIC AREA "^--._ � "`--�� \ \ � END CURB CTE MANHOLE, \ \\` n` \ / \ a i .,RIM- 180.[/1 ` WAT - TELEVISION CABLE a ' oa '�\ ` CATCH t3ASIN (OIL TRAP): - RAILROAD TRACKS POSTS CON�RE�FE-P\S �� Coe ``~�"� �_ _ �� c o%' RIM EL - tg0.11' _ __ C o4RIM- 174.26 `- �� v+R SI r \ I \\\\`\` GATE POST \ rrW��V - WA /- OIL-TRAP " TN ° u A 14 ; /: '" V`I TER VALVE `\ \ CD \ 2 1/2' PVC PIPE` -r/ 1` `1 RIM- 173.87 '� 175 x *R D o / (---EXIST. DRIVEWAY \ ��/ I� 172.77 OIL-TRAP -- �_ 8` CON.. IPE ® - CATCH BASIN OIL--TRAP IM- 173.06 GUARD'' I I `ROLLER GATES \ OIG CONTROL VA F' n IE S = 116.49' 3 I / RIM- 111.80 j. HANDRAIL RIM= 175.27 POS _ ;Q \ - H \ O - STORM MANHOLE /,,GATF POST v Q F1 °'�'' - ,_ SANITARY MANHOLE (UNLESS \\�\\\'\\I \r .\ --OIL- TRAP - - o r . , . \ 12" P PIPE RIM- 170.84 ,�a -'-- _ 1 ----+'-- -7�-'� WA �{ r��Sr NOTED OTHERWISE) \\`\\\\\`= 16 66 I I ' ; \\ D 1d� f o D e. t rA� / u �A -"VYAT �, NTRY KEYPAD �A D o4 - '� / Ta cr e t 5 AUTO SPRINKLER C01 CRETE Pi�D 0e 2 I / rJWER VAULT W FIRE HYDRANDT Cl of Tigard \\\\\ \\ 1 t\ r \ RI - 17U57 U H r� 1A © ♦ • 2 , \ 1 p 02 jfi.rI3F1 IA ,� �,.~/� 4 .. 0 02 STREET LIGHT Plan Review for ` 10385 SW_CASCADE BLVD BETA I � � f -- ,., TAI NG I �� - Bulldxxl Shells �� ` WKL ® WATER METER y \\\ LOA iA �L SPRINKLER CONTROL VALVE 1 \\\ 1 \ 0 04 a DOCK' '+ 1 • +< 1 y♦ OIL-TRAP e ; r D 02 & Site Work RIM- 170.84 _j SANITARY SEWER ISIOTES:` \1 ,\\\,,\\\ I - I ;% I \ y \�I - DECIDUOUS TREE February 23, 1996 RIM= 170.57 / • \ �T / - Q \\ \\ D I• '/ \ SANITARY MH I/1: \\\NX k o 02 RIM- 187.17 - CONIFEROUS TREE I �• v+ IN NW- 178.86 (8" CONIC.) \ OUT SE- 176.68 (8' CONIC.) D O4 • ' // • Cw � i \\\ 1 } SANITARY MH X12: - MISC. SHRUBS \ USH FT Harper DIREC N \ I .� ', 0404 WATER I - - RIM= 185.76 \ OF R \ I • s" NEN POOLING / I ' r Lc POST (12" CONIC.) - SIGN \\\1 \ r IN NE- Inc. v �' \ \` FLOW \� �. UNDERGROUND ( D + IN NW- 173.76 (8` CONC.) • ` ` 170 ,VAULT I.E. NOT EXIST. GHIVEWA`I IN NE- 189.82 (12' CONC.) X - - FENCE LINE ! N 0 i N E E R s '•1N FOUND ' ' OUT SE- 189.73 (12" CONIC.) ••0- - UTILITY\\ \ N . / i O 1 1 `\1\\\ \\\ �• _ ° /�/ ! // /' ",W--ROLLER GATES L POLE // _ / 5200 SW MACADAM AVENUE, SLNTE 580, PORTLAND, 011 91'201 \\ \ \\ RIM- 170..'." � -s� /- - �r� •., � ItL�sH 3 T WA 3 (503) 221-1131 FAX (503) 221-1171 \ ` U 11 N USH E W e $H E END D 2F. R I II CATCH BASIN (OIL TRAP): ( ) SANITARY MH /3: `� - CU, ANCHOR \ RIM EL . 172.76' RIM- 181.35 .�_ _ �6 T + TOP OF s i'' IN NW- 168.23 (12" CONI 0 - GATE POST { t GATE POST ) � CRETE PAD � - usH 2Fr Du (e) DusH sFT vBURIED PIPE II I� J � OUr SOUTH- 168.20 (12" CONIC.) _ D oa Q t c 04 I "CATCH BASIN: -O - - HANDRAIL a\\ RIM EL = 171.35' --\ \\ \ ® I.E. INN 169.53' (10" CONC) < 4 SANITARY MH N4: ; IORAG STANDARD CURB J STANDARD I.E. OUT S - 169.34' 10" CONC RIM- 176.23 BLDG. / CURB " """ WOOD WALL IN NORTH- 167.32 (12" COAL) EXISTING BUILDING j /' \\\\\\\\\\\\ ,\\\\ ✓,��_/_ / Q, '• / �� -r-..i./'� ",�"` i`'�'II 4~p , r�'z•_ �5 OUT SOUTH- 167.32 (12• CONC.) -` iSANITARY MH /5: �j CASCADE RIMF-1 167.38 o 01 IN NORTH- 159.20 (12` C(MC) BOULEVARD --- _ - - - H" DIA. LINE OUT SOUTH- 159.11 (12" CONC.) EXISTING A/C PAVEMENT A"PROXIMATE LOCATION - CENTER (/b L - \ S 88'41 W 444.85' - /� ', - '.c a ` I �� SANITARY MH #8: 6 17 \ D 0+ '" lr r r- EXTRUDED CURB t��3 I \ \\$ a 1 - RIM 184.89 \ 12' PVC PIPE � - 0•-.. � •• \E 165.50' \ \ END `�•�� -`�-_ '-' . - �-~"11U' • 'D IN NORTH- 157.23 (12" CONI) . _ t J � . \\ `\\\\\\ \ \ STANDARD \ END STAtJDARO, BEGIN I I OUT SOUTHEAST- 157.15 (12" CONI) ' EXISTING CONCRETE \\\\ \ \ F XTRUDED CURB AREA DRAIN S 7`117'00" W : �/ J 13.60' �\ DOCUMENT NO 96003215 RIM 168.82NO 94003 (MCM-04) ' CATCH BASIN (OIL TRAP) I.E. IN W - 184.34' (10" CONIC --- MCM04-C4.0W0 RIM EL = 188.54' LE. INN = 184.52' (10" CONIC) o '+ / 'r FEBR'IARY 22, 1996 \ \\\ to\ I.E.LE. IN NE - 187.34' (4" CPP) I.E. INE - 167.37' (10" CONIC) X �' ! �r , •:- ..: ,,,. , P t)W I RJf EXISTING GRAVEL SURFACE I.E. INE - 167.27' (8" CPP) I.E. OUT S - 164.29' (12" CONIC) ' 1155.19, (12. 2 �I - -. • PREPARED BY: R.O.W. LINE a N G k L LAND SURVEYING, INC. 12" DIA. LINE \�j 8116 S.W. NIMBUS AVE.BEAVERTON. OREGON 97005 FROFF ` i I EXISTING LANDSCAPING t , PHONE: 64'-0308 - t --i---w GTI- MANHOLE JOB K 1371 C 1 RIM- 167.42 CATCH BASIN rev.1 additional toDo south of Previous survey rvey 12-14-95.RIM EL 168.15 SITE SURVEY U R V E rev.2 added Y� missing and text - -95, I.E. IN N - 164.30' (1O" CONC) rev.3 added right-of-way lines 12-16-95 AND LI,E, IN E - 164.25' ce- coN., I.E. OUT S - 164,15' (10` CONC) DEMOLITION PLAN /CATCH BASIN (OIL TRAF): sNFEr Hn Cascade Blvd,1302NShell Only) BLIP 96-0097,MEC 96-ob55 17 of 41 i If this notice appears cle;u•ec 111;111 the document, the document is of ma1'kinal qual:ly. •, i�!�!�! i�i� �, �. - �,�i�i��i�i n��!�!�i1i�� f)�`�II!�!��(1 !lil!I�I!lili 4!I!I!I��.�.k wt1Ct nlll� rt Nll�llil III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII�NIIIIIII�IIII IIIII1111111iillllllllll�lllllllll�lllllllllhi 1�` mmmm" 30 X , :.m.•ee"/b'-...Yn. ... . r. _..,..YYYW-WTI. ..a'•.,aa�^�. ':..rYl°..�a..d:�:..i�...d.av m. �_i-."' __ I SONS TRUC TION NO TES. OSAW[UI EXISTA C PAVING A/ ALL CONNiCT/ONS AND TRANSITIONS AS SHOWN O6 OVERLAY EXISTING .4 C PAVING AS SHOWN SEE SECTION ON SHEFr 3. \ 15 REMOVE PRIVATE BUSINESS SIGNS WITHIN RIGHT-OF-WAY ITYPI ?3 INSTALL 6" PLUG. IE. = 164.45.I . 11'-0" MIN FROM EDGE OF ?AVINGI. 07 CONSTRUCT WHEELCHAIR RAMP PER CITY STD NO WC-RAMPDWG. 16 REMOVE EXISTING FENCES WITHIN RIGHT-OF-WAY AS DIRECTED 1i TAP NEW 6" SANITA?Y SERI"ICE LINE INTO EXIST 12" SANITARY MAIN n If NEW 6" = 169.18 it EXIST 11" = 169.13. '2 CONSTRUCT PRIVATE ROAD ENTRANCE PER CITY STD NO PRVT-ENTDWG A( WIDENING W/ FUCC DEP SECTION SEE SEC TION ON SHEET 3 17 TRANS/TION NEW CURB, GUTTER AND SIDEWALK INTO EXISTING AS SHOWN INSTALL 31 1 F 6" SANITARY SERVICE LINE SLOPE 000SO O CONSTRUCT RAISED CONCRETE ISLAND SFE SECTION ON SHEET 3 PAINT STRIPING O CONSTRUCT CONCRETE SIDEWALK PER CITY STD NO. CONC-SWDWG I8 REMOVE EXIST 10' CONC PIPE /LOCATIONS WEST AND NORTH OF CATCH BASIN) 2S PER CITY 510 N0 STRP CfGOWG. INSTALL B" PLUG It a 16944 SEE PIOPOSEO OEVELOPMENI i0 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STO NO CURB-GUTOWG 19 UTILITY PLAN FOR FUTURE SANITARY SEFVICE LINE EXTENSION REMOVE EX/ST AREA GRAIN INSTALL OVERSIZED CATCH BASIN PER USA STD. DWG 16 O EXIST UT/C/TY POI TO df RflOCA TED /BY 0rHfRSI COORO/NATE W/rH APPROPRIATE NO 370 CONNECT EXIST 10" If/ AND 11" ISI CONC PIPES TO BASIN GLENO 6" 14/N Of 3/4"-0 CRUSHED ROCK INTO EXIST GRAVEL DRIVEWAY Q UTILITY 11 ADIUST RIM, COVER, OR FRAME TO FINISH GRADE TYPICAL FOR ALL ITEMS LOCATED GUTTER EL - 17004 IE. IN = 1673' (EXIST. 10", f) if. our = 16429 (EXIST 12", Sl 17 TWO-WAY 1ffT TURN STKIPE PER C/rY STD N0 STRP-LfG.OWG. . O WITHIN THE NEW A PAVING AND OVERLAY AREAS,REMOVE AND RELOCATE OR REPLACE EXIST VAUL r AND FOC FDC'S TO B£ ON-SITE REMOVE ?0 CAUTION! PROTECT EXIST. GAS LINE LOCATE PRIOR TO DIGGING EX/ST WATER MFTER, DOUBLE DETECTOR CHECK, AND 8•" LINE FROM VAULT TO MAIN /N STREET 11 EXIST TELEPHONE PEDESTAL TO B£ RELOCATED Ii OTHERS) COORDINATE WITH 1B INSTALL OVERSIZED CATCH BASIN PER USA STD DWG NO 370 INSTAL! NEW 8" GATE VALVE Ar EXISTING TEE CONNECTION TO MAIN INSTALL 11 L F APPROPRIATE Ur/CITY 2/ REMOVE EX/Sr DRI VEWAY AND CROSS CUL VER I' AS REQUIRED AND DIRECTED TYPE OF INSTALL 115 LF 10" STORM. S = 00200 Z 8" D/ WATERLINE. PLACE 4 - 1" METERS W/ 1 1/2" SINGLE SERVICE LINES PLACE 1 - 1 1/1" DRIVEWAY SHOWN ON PLAN. GUTTER EL = 18113 if OUT 176 43 10", IW) L ME 13 REMOVE EXIST TREES LOCATED WITHIN RIGHT-OF-WAY (TYPI 0 PER r FOR LRD D TAI W/ ?" S/NGCf REPOSED I.INf SINGLE SERVICE LINE INSTALLATION 21 TAP NEW 6" SANITARY SERVICE LINE INTO EXIST 12" SANITARY MAIN 19 INSTALL. OVERSIZED CATCH BASIN PER USA STD DWG NO 370 :J J � WA REIN STD DETAIL N0. 7 SEE PROPOSED DEVELOPMENT UTILITY PLAN FOR FUTURE IE NEW 6" = 163S1 if EXIST 12" = 16316 GUTTER f( = 18574 if OUT 18014 43 10", ISE) lV WATERLINE EX TENSION ANO COCA I/ON Of NEW VAULT W/ DOUBLE DETECTOR CHECK 1< END CURB, GUTTER, AND ENTRANCE CONSTRUCTION SEE ARCHITECTURAL SITE PLAN DOUBLE DETECTOR CHECK SHALL BE 8" PER TVWD DETAIL NO. "OCDA", IWITHOUT FDC) FOR PROPOSED DEVELOPMENT BY OTHERS INSTALL 47 L F. 6" SANITARY SERVICE LINE S!OPE = Otil O 0 Qz Q { . ICS To - _ LJLJ NK �.. ct O � F F c ,. F f F � P POSED DEVELOPMENT IB Y O THERSI v I • • SEE ARA/\rfr rURAL SITE PLAN STA 1.0199 I S1A I.1c i - OFFSET 1181 L 22 `^ _ PROPOSED CL�B lQ• SAWCUr AND CONNECT TO EX/SIING I i -- i 11 I 11 STA 00' 1T 28 v CURB, GUTTER, AND SIDEWALK ._ i ?3 i PROPOS.^ -�- tx PROPOSED ;1?00' LT 2 13 PYLON S16N BEGIN HALF-STREET WIDENING ND ; I BUILOING k5l A C 0 VERL A Y /SEf SEC r;ONS SH T 31P T TA 0.46 98 NEW RIGHT-Of-? � o, WAY11 OFFS 17 01 L A ( i7X17 I . PC STA 3.70?8 ,� 11`-+ • _ + i, IB 1 _ 4 10 9 1S ',° 10 P C STA ?.96 18 7 OfFS£r ??00 C 15 11 i ° t Li .,[ • , °� • •` • 1. • .'7 • .•I;.!1<. f ,� II\ �A�- -- - - - - / - - -- , • v �• Ln LQ -•-:�. ..... 0: • -t. � r .: -�. � �.t-rte - - ,r -�"•,_.-^'•_ �'`-.-._ A --- - WA T ►--t CONSTRUCTION CENTERLINE - - \ ` • \ ` LQw LAJ 0 0 � .. _ �u .---r Z r4PER PAVEMENT STRIPING II (�� 1 0 S - 150 MIN - --- I� TEL '� - �M. STA, S.?757 _ rpt ISL - _--_ -- _.. __ TET. _ ,._ _. CA SCA OE LVD - ---- -__ - - --- 6 L WAT wV ~• • TEL - T - - - - - - - - -� - -- - - - - - - -- - Z EXIST DAVE 1�a ► •� 7 � � • p °'� v7V1 � i �+ EXIST �RLV£r//rY - . °V °a-• ° `- -• /�' • CURB RETURN DA TA STA 1.3311 11 A = 89'S6'43" A = 90.03'17" 6 B 4 27 R 25 00' 1 R = 25 00' a 4v L 39 25' L = 3929' Q A = 28'1S'37" Q p = 18.15'37" 3 L = 5 3' 4 R = 50 75' PC SIA 2#9628 GUTTER fit = 174 B5 P C STA 3.7018 GUT TER E; = 176.89 L = 15 03' L = 50 7 ' 1/4 A GUT TCR EL 175'.10 1/4 A GUT TER fl = 176 80 STA 3.33 30 C L CASCADE BL VD - n I rs� � •.... 1/2AGUTTER EL : 175.49 1/2AGUrTER EI = 176 SS PC SrA .3.7107 GUTTER EL = 17730 PC SrA 3.7064 GUTTER EL � 17730 D 151'44'23" TA 0.00 (. L OCASUrH ADEENTBLC 314A GUTTER fit, = 176.00 3/4 A GUTTER EL = 176 30 1/2 A GUTTER EL = 177.70 1/2 6 GUT rER EL = 17760 Q R = 0 75' SCALE, lr" : ?0' I P T STA 0.46 98 GUTTER ELEV = 17574 P7 STA 0.4702 GUTTf.R ELEV = 17574 r T STA 3.94 76 GUrrfR ELcV = 17793 Pr SrA 3.94 33 GUrrER ELEV. ° 17788 L 199' I � I 4 J \ O Tigard 1 - z 39 W 9 -x K w i Q H _ I ► ! v p Plan Review four , X90 -- _ __ ___ _ - _ _ - . . ___ _ t _ . -___ ___ _ __.-_._ - _ �----•'----- __..___._ _--- _ _ � f _ of - � w '�►. ldin h i � � e moo I I ? � �_ � I ' ` �� .'A ding ells o � j & Site Work n w� w Q O Ll -- _ _�- _-._- m February 23, 19% J -_-_ __Ln h $, Ln o m a �, � w + W EXIST GRADE v AT CENTERLINECD .__ y Ll t a' a a W au i ?,76% 352 L F 11" I 141 - Harper o STORM - - _ -- _ 00115 _ 5 z `'' R�zghellis, Inc + -- •.I E N G 1 N E E R S FINISH GRAD _ A T u'UT TERL E � � 5200 SW MACADAM AVENUE, SURF 440, PORTLAND, OR P7;n 1 - I I �•� (503) 221-1131 FAX (503) 221-117, , - -- - --" - - - - > 170 -___ _-._.___ __ __-_ _._ .- _ - __r 1 L. _ __ -- - _ _-- ---.__ ._ _.. .. - S rA 4.06, 19 7' L r MANHOLE ~' ----------------__..__.___.._ 411 LF. 11" 5 ORM �_.__ - ---------- -- PROPOSED " WATERLINE CR SING STA 5.17.57, 6 7 ' L T _ VERIFY CO NFCT/ON ELEVATIONRIM ELEV = 18153 TO MAIN P /OR TO CONS ION INV ELEV IN ; 17 .20, 12",fl z 4, S = 0 0?B2 INV ELEV IN ; 17 40. 10",(W) INV ELEV OUT = 76 Ot, 11",757 a I r Uj STA. &I33 rA 4, 10 S' L T CASCADE OVERSIZE ,.ArCH BASIN � 6" S NlTARY SEWER CORS/NG CASCADE SBL VD. - UTTERL/N PROFILE � STA 1.10 2?00' L T I RIM f/EV 1711 06 1. 1 91 SCALE 1" = 20'(VERT) BOULEVARD INV ELEV IN = 164.40, 12",Il�l � � � , I 1" = S' (VERT/ I INV ELEV. IN a_1117.37 10"(E) F.X/Sr INV ELEV OUiF = 161 12",IS) EXIST •oo 2•00 3.00 CENTER 1.00 x•00 5+00 z W W m S p ^Q ,F 04003 (MCM-04) MCM04-C5.DWu FEBRUARY 22. 1006 r z / i SHFF>' ', I l CASCADE BLVD. STREET IMPROVEMENTS Cascade Nivd,13029(Sh,-i'!only) C 5 13UP 96-0097.MEC 96-On' 9+EE t NO i f 1a of 41 ,j If this nulice appears :Tearer Ih;fn the document, the document is of marginal EInal"fy. I ._, .: , � ��I��I�1! �111�1��11�� 1�I��f��r�� . ►III�N�+I�I� i��i�i�i�i�i i��i�i�I��i: ��;��I��I��t , - _�s�ihl�l� . •��n�liiit I�Ilinnmlhminnlllll nllllln nllhln Imllnl tlnlnll nnfumnnimm�ninn�nnila �m�h ��n ' i V} I I �/{. �,�{• IVB •' k' .1 Kft� I Y�I T':.1�� 5}I Mai di.'�x;- �P',p,,,-"5�:'1°-yg1cP 3I�'�1 �' «'.w'••T'.?i.;�LS$]i ' CQNS TRUC RON NOTES: - �� OVERLAY EXISTING A.C. PA VING AS SHOWN SEE SECTION ON SHEET 3 15 REMOVE PRIVATE BUSINESS SIGNS WITHIN R/GHr-Of-WAY (TYP./ ?a INSTALL 6' PLUG /f = 164 45 II''-0-O" SEXIST A.C. PAVING AT AL( CONNECTIONS AND TRANSIT/ONS AS SHOWN Oj CONSTRUCT WHEELCHAIR RAMP PER CITY STO NO. WC-RAMPDWG. 16 REMOVE EXISTING FENCES WITHIN RIGHT-OF-WAY AS DIRECTED 24 TAP NEW 6" SANITARY SERVICE CINE INTO EXIST 12" SANITARY MAIN, HIM FROM EDGE Of PA VING) O IE NEW 6" = 16928 if EXIST 12" = 16903 lop CONS'TRUCr P.4/VATE ROAD fNTRAh'Ci PER CITY STD N0 PRVr-fNLOWG O A.C. WIDENING W/ FULL DEPTH SECTION. SEE SECTION ON SHEET 3. 17 TRANSITION NEW CURB, GUTTER AND SIDEWALK INTO EXISTING AS SHOWN INSTALL 32 L.F 6" SANITARY SERVICE LINE SLOPE = 0.0050. OCONSTRUt r R4ISED CONCRFrf ISLAND SEF SECTION ON SHEET 3 PAINT STRIPING O CONSTRUCT CONCRETE SIDEWALK PER CITY STD NO. CONC-5W.DWG, 1B REMOVE- EXIST. 10" CONC. PIPE IL OCA TIONS WEST AND NORTH OF CATCH BASIN) ?5 INSTALL 8" PLUG if = 16944 SEE PROPOSED DEVF OPMENr PER CITY SrD NO STRP-LEGDWG 3UTILITY PLAN FOR FUTURE SANITARY SERVICE LINE EXTENSION. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STU NO CURB-GUTOWG 19 REMOVE EXIST. AREA DRAIN. INSTALL OVERSIZED CATCH BASIN PER USA SrD. DWG. ?6 O BLfNO 6" MIN. Of 3/4"-0 CRUSHED ROCK INTO EXIST. GRAVEL DRIVEWAY.EXIS r UTILITY I T Y POL f TO Of RELOCATED TED IB Y OTHERS). COORDINATE WITHA APPROPRIATE IVO. 370 CONNECT EXIST f0 /E) AND 12" IS) CONIC TO BASIN UTILITY if WITHIN THE NEW ARC PAVING AND OVERLAY AREASM, CO VE , OR FRA ME TO FINISH GRA DE TYP/CAC FOR ALL ITEMS LOCATED GUTTER fL 170.04 l.f. IN = 16737 (EXI,, f0", f.) lf. OUT 16G.?9 /EXIST. 11'; Sl ?7 TWO-WAY LEFT TURN STRIPE PER t"lTY STD N0. STRP-CEGOWG QC O REMOVE ANO RFC OCArf OR REPLACE EX/S r. VAULT AND FOC FDC'S TO BE ON-SITE. REMOVE ?0 CAUTION! PROTECT EXIST GAS LINE. LOCATE PRIOR TO OIGGINu. ?8 � Q CX/Sr WATER METER, OOUBLf OfrECTOR CHECK, ANO 8" LINE FROM VA UL r TO MAIN IN STREET 12 EXIST. TELEPHONE PEOESrAL TO BE RfL.00ATED IBY OrHfR51 COORDINATE WITH INSTALL OVERSIZED CATCH BASIN PER USA STD. DWG. N0. 370. INSTALL NEW 8" GATE VALVE AT fX.STING rft CONNECTION '0 MAIN INSTALL 22 L f 1 REMOVF EXIST. DRIVEWAY AND CROSS CULVERT AS REQUIRED AND DIRECTED TYPE OfINS W APPROPRIATE U1711r>. O GUTTrfR fL1.5-Citi.?3 If OUT 116.<30�00./W! 8" D/ WATERLINE PLACE 4 - I" METERS W/ 1 1/1" SINGLE SERVICE LINES PLACE 1 - 1 1/1" DRIVFIrAY SHOWN ON PLAY. Q METER FOR IRRIGATION W/ 2" SINGLE SERVICE LINE SINGLE SERVICE LINE INSTALLATION 13 REMOVE EXlSr. TREES LOCAr�O WITHIN RIGH/-OF-WAY ITYP) 2? TAP NEW 6" SANITARY SERVICE LINE INTO EXIST t2" SANITARY MAM'. 19 INSTALL OVERSIZED CATCH BASIN PER USA STD OWG. NO 370 z Qj PER RL IN STO DETAIL N0. 7 SIE PROPOSED D[VELAUlT PMfh'T UTILITY PLAN FOR FUTURE 1< END CURB, GUrrER, AND ENTRANCE CONSTRUCTION SEE ARCHITECTURAL SITE PLAN /f NEW 6" = 16351 /E EXIST 12" = 16326 GUTTER EL = 18574 /f OUT 1802443 10", ISE) Lkj WA TL-RL INE EXTENSION AND LOCATION OF NEW VAULT W: DOUBLE DETECTOR CHECK FOR PROPOSED DEVELOPMENT BY OTHERS. INSTALL 47 L f 6" SANITARY SERVICE LIIrE SLOPE 0010 3. DOUBLE DETECTOR CHECK SHALL Of 8" PER TVWO DETAIL NO "OCDA'; /WITHOUT FOC) O0C 0 CL CQ I / r lA L PROPOSED DEVELOPMENT I SIS_.!' � / CURB,RETURN DATA Cr. Q IBY 0rHERSI j SEE ARCHITECTURAL SITE PLAN / p = 71.1.''58" R 25 00' R = 25 00' C a 3115' L - 4739' Q P.0 STA: 8#0836 GUTTER EL = 185.14 PC STA 8.86.45 GUT rfR EL _ 185 75 1/4 p GUTTER it. = 18526 1/4 p GUTTER EL = 18580 '1111 1/2 p GUT TER EC = 185 38 i/?p GUT TER EL = 185 84 /SQ j.'4 p GUTTER EL = 18565 3/4 p GUTTER EL = 185 30 PROPOSED CURB -__.__�__-_ _ P)-f SFA 0.60 03 ! +850 -- 29 P.r SrA 0.36.49 GUTTER FLEV = 185.85 P r. STA. 0.60.03 GUTTER FLEV 184.85 14 30 X CD ffSf r 12 00 R 2.00' L T ♦ ^ �+ / - P _ _ 8.87 04 P T S T/ 0.36 49 / S T.-0. C.L.7. FFSE T 22 00 C �( END CURB, GUrr R, AND SIDEWALK TA 10#09 94 • - GRA VES. OFFSFr 12669 L r �''` V .` 10 ?► 1 ` (� 21 ,h T' 13 / 1 OFFSE r' 15 90 L 6 8 10 9 ?S ° P.0 STA 8.0836 ;� �) BEGIN AC TAPE • __ a NEW RIGH r-OF-WAY o OFFSf T 2?00 L 1 :' 1 % '� END A.C. TAPER. � -►_�� • - _' � - -• -•- -' -- --. _.- -�-- -'- --•�- - -- - - - --• •--•-_. i._.�. � �. _ r V.' � � _ MACH EXISTING PAVEMENT. 4.J r _ IZI 12 16 1. - 1,V Y r - - z W L.F 1 ' SrDRN. �.1' Ar cc C.''S? Of,sE.F. 22.6 E114-j _ _ LQ _ - `_ _ _ _ L � Z _ - _ - - --- - - - __ - _- - 1 - - --- - , CONS rP'lCTION CENTERLINE Y L _ - - WA T ----- -- -- - - _.,�-� WA a TA R PAVEMENT STRIPING �N --'-�__ O EX/ST - �-1 m ��` _ -- - -- - - - -- ------ - - - -- -- - 150' MIN. - RL/NE CO�� z CENTE - ' (�•r1N S 5?'39'40" W - 12 17 ?4 STA *5 01if L ��\0��` b`�o• Z ST,' 8+87.04 STA: 10.09 94 C.L. ANGLE PuWT MATCH EX/ST CLcn a z c o J I '� C Q W STA 0.00 7 C.L.CLCASCADE BOULEVARD 6n� �u, e� SrA 0.00 CL NORTH ENTRANCE SCALE: 1" = 20' 1 V h L2 3 W City o Bard i o c c V o Pan Review or ?00 010' VC } Building Shells PVI Sr4 6.50 I ^� a v z vV/ El - 18356 & Site ti'1�ork 0 o in 2 F A O = 0 70 ! k Ln r-1 C j a,� ,, c^ w ^' a Q } I o o: K = 28571 t ^ o ' W �r1 ►9e - - - -- - -- - -. _ _ - - - - --- -- m �^ February 23, 1996 - _ ----- - t, c -- - +.� - --- - ---aoCA LW f °p fXlS GRADE In Z �J m u� -4 AT I -- - - - - - - _ ..- - - - - - - - - - - - - - - - - A T N rERL INE I c ; V+J - -- - I � �- W - - _ -- - -- O.SOaL-. ---- a a W _ - - - - - - -- 1.00% �, _ tA - rper W �_ r I FINISH GRADE `" i b �, ighellis, Inc. T GUT E N O I N E E R i --`-------- _ 351 L 12" STORM -- --- - -- --- - �� 5200 SW MACADAM AVENUE,SUITE SIO, PORTLAND,OR 97201 j J S r ° 115 (503) 221-1131 rAN (503) 221-1171 ^� I L OVERSIZE CA r(H BAS/J STA. 8+85.04, 22.00' L r. I I INV EL£V.I OUT = 184.24, 11 ,ISE) _ - -- x cc CASCADE S rA 1.3)24, 215' L T 6" SAN/J"�IRY SFWfR CROS ING f 16 9 39 CA SCA DE BL V0, U T TERL IN PROFIL E I BOULEVARD SCALE. 1" = 0' IHORIII IVER r1 Y Ln 7+00 8+00 9.00 fO+OD = o r 640 CENTER W W m N U PRJJECT NO, 04003 (MCM-04) FILE NO MCM04-CO.DWO - I PA rE • FEBRUARY 22, 1996 J ,+EV151UNd OArE DE9t.air rroN I • I 1 7 c' z / u 54FFT TITLE CASCADE BLVD. STREET IMPROVEMENTS h - SHEET NO � C Cascade Blvd, 13n�• � DUP 96•(1097,MEQ or,oell Only/ 19 of 41 UU55 •' 1 i' If this nofice appears clearer 111:111 the document, the document is of marginal qualAy. IIIII�I 111, ".Ilag i I I Ill nlllll�l�l�� 1�11II�IIr�� I�i�1�1�111�1 IIII�I��IIII� �I�I�I��If�} :. III!! i y {dill f!!II�III IIII�III!(IIIIIIIIIIIIIIIIIIZIIIIIIII IINIIIII IIIIIIIII IIIIIIIttIIIIlI111111111IlIlIIIIIIIIIIIIIIIIIHI Ili�litl Illl�ltl! . ;uy..d1t •...,.Iu.,r 1.. .� ,,..t, L� y d mw ! •ti0 r.�uma.nm�w ,i. 6.,: HIM.- TO M� ..ti 7mj!1w'I .. ,.;..,',,,r,.••:..-,+.,anr:'"'M!IC'9'nF^"',r'nSl!;4!.P.+,r :+xso^?N^,�.aan;,-q ..,., .r..:,:,,,rr• ,.,...rv, +e• •.,,.r+m.+,.-r . .. ..� +.ea,.ar,..,+"x,-nr.+,e..,..,mr`An c. -•.r„w en...,errm..• ap.,ap.•wPrvar.,.+rm+v.•,,. !'nr!+rf•^ 'e,'..'•axw!�rs,..-.,•!eTew�I�m.'^rnr.wiR+IR#191ar4s+^,.,�in•""' R1 0,1 a., � La'1a,Y).. '. A ,;A4 `` .' 4. it `:.,.r., .��, ?•.Lw, ` • .7; lu• v, ;.: t.;.,.r 1;�',.,:,.r� al.:`i�� .kik,..�p�' ...,y 1�•y, :n, .,Y ,t ,�.;. Asn a 161. S '.�,'j ` 1" .FI,{1: i u° ate 4�'�'' • ,r j 1 kr rt, r v 1,. ...« ..... ,.. n r ire .. .,.. ;. . ,...Y.. a .. .,• ,-:' ., - lu., d. :. ,. ,. .. �. 1. r r -. ', , it4. y , i :Y. • .. rt. ,Mr .0 r. .1 v p y , a aS. 4. ( w Ax3 I, 7 „ k" , :: . . .. F ..J: , I ,. �1I�•., ,,. 8,�.,: Y r'. 3 .e;: C .,.> [ .:-r: , : n- ,,.. , r i.. . N.... , 'C .? .. Cy .r.:.:. r r, ,, {. ,_..y ..,. , .. .. , r.. ,. .. r1M%' yy4 r , r`- r .. , ,�7 .. f.. �.Y. ,.h�, •fe ,, : .:�� , ,: x.r f 1, '. ,r, ., :. .., x c w .. . .. ,-r ,:,� ,�r.�w,..". ,u ,w... .-.r a ..�,, ..: •s_.«r..,•,. .:,.,i�:4J�4•s�, w. ,�a ..I�pr+h_ t• '7r? �'��(�`p 1 A 1 w�''(E} 8 11 Ico, ltr r�., 43�, L, r GENERA L NO TES: 1 WORK SHALL CONFORM TO THE I900 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS/RUCTION Of EROSION CONTROL THE AREGON CHAPTER Of TME A/IfRICAN PUBLIC WORKS ASSOCIATION (APWA), THE OREGON OfPARTMfN/ �\ Of TRANSPORTATION STANDAR[' cPECIFICAT/ONS FOR HIGHWAY CONSTRUCTION/OOOT - 1991/, THE TEMPORARY EROSION CONTROL. APPLICABLE WASHINGTON COUNTY AND CITY OF TIGARD STANDARDS, THE UNIFORM BUILDAVCi CODE (USC), AND THE UNIFORM PLUM04VG CUBt IUPC(. WA4'MI6r0N fP1l M '^ THE CONSTRUCTION NOTES AND "TAILS SHOWN ON THIS PLAN RLFLfCT RECOMMENDED 5110m 17 CON# EXISTING TOPOGRAPHIC INFORMATION AND Ullll/Ifs OBTAINED FROM FIELD SURVEY PREPARED BY G 6 l PROCEDURES IO PER OOK, JA UA COUNTY EROSION CONTROL PIANS' a LAND SURVfY/NG, INC, /116 SW NIMBUS AVE_, BEAVfR10N, OREGON, 97001, PH /5031 641-/301 TECHNICAL GUIDANCE BOOK, JANUARY 1911, OR ITS SUCCESSOR � /•—�` IT IS THE INTENT OF rNfSf PLANS TO SHOW POSSIBLE APPLICATIONS Of RECOMMENDEDALNUWK � O 1 PROCEDURES IN THE EVENT THAT EROSION CONTROI, IS NEEDED ALL RECOMMENDED - - - - - r - - - - - --- --- BfNCMMARK ELEVATION . I1i137 FEET PROCEDURES ARE Df.PfNOEe'r ON CONSTRUCTION N£IHODS, SIAG/NG, SITE CONDITIONS, U A STANDARD OREGON STATE HIGHWAY DIVISION REFERENCE, MARKED "POS T" ON THE WEATHER, AND SCHEOULING THE PROCEDURES SHOWN ON THE PLANS ARE NOT IN/ENOED TO BfAVERTON-I/GARD HrfrHWAY (HIGHWAY 117/, IS00 FEET NORTH OF GREENBERG ROAD, i HI PO/NT ECFV = 18 85 LQ 1000 FEET SOUTH Of srNOLLS FERRY ROAD, 11 FEET WfST OF WEST EDGE Of PAVEMENT Of Y SHOVE OF ALL IHS A GUI T/ON REQUIRED IN AN AREA AT A PARTICULAR /NSTANf ct TNfY SHOULD BE USED AS' A GUIOfI/NE ONLY ► F u HIGH POINT STA = 0.3 98 OF HIGHWAY Ip, 11736 FEET EAS/ Of PGf POLE CHIT "1961". AMD 1 fODi EAST Of PV/ STA = 0.42 PV/ STA = 0. ` J OSHA RIGH[-Of-WAY POST MARKED `POS/ 39!.16/9" ALTERNATIVE METHODS Of ENOSION CONTROL MAY Of VSF,O /F THEY ARE APPROVED BY THE Y J 2 ENOINEER AND MfIr THE SCS UNIVERSAL SOIL LOSS EQUATION CRilER/A 4.4 Tip p VI EL EV - 186 01 PVI ECFV r 18 (0 CL £X15TIN6 MOND,ws, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED REPLACEMENT �Y 2009 SHALL BE AT IMF CONTRACTORS EXPENSE THE CONTRACTOR/s RESPONSILI fOR CONTkJ( Of SEDIMENT TRANSPORT WITHIN PROJECT 4pb T Z a ti AD = -1005 AD = 30S Q ct (NUTS DURING CONSTRUCTION /F AN INSTALLED EROSION CONTROL SYSTEM DOES Nor PROJECT K = 199 K = 6 56 LjLj EXCAVATOR(S1 MUST COMPLY WirH ORS IS7541 THROUGH 757571, EXCAVATOR(S) SHALL NOTIFY ALL ADEQUATELY CONTAIN SEDIMENT ON SITE. THEN THE EROSION CONTROL MEASURES MUST Of _ `� 2 '4 UTILITY COMPANIES FOR LINE LOCATIONS 71 HOURS (MLN) PRIOR IO START OF WORK DAMAGE TO FIELD ADJUSTED BY THE CONTRACTOR AS NECESSARY (/y� L, t7c v Ca °o 20.00' VC 20 00' VC O UTILITIES SHALL Of CORRECTED AT IMF CONTRACTOR'S EXPENSE `hy a Q LW PERMANENT EROSION CONTROL 4+ v W `-� CONTRACTOR SNAIL VERIFY LOCATION OF ALL EXISTING UTIIIT/f5 PRIOR TO CONSTRUCTIONmm tz' TEMPONARY EROSION CONTROL METHODS MUS! REMAIN AND BE MAINTAINED UNTIL PERMANENT `j BEFORE /NII/ATING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE CITY'S PRIVATE o H v W EROSION CONTROL METHODS ARE /N PLACE AMD OPfRAT10NAL \ o v �'' y� I A N /1 Of.'fLOPMfN/REVIEW ENGINEER, MICHAEL ANDERSON, (039••4171/ 10 ESTABLISH A PLACE, I'lM£, AND • ♦ 2 , p DATE FOR A PRECONS IRUC/ION MEETING o o W H rn It w4 w VEGETATION JN ALL £MBANKMEN/S AND DJL4t 0Bf0 AREAS SHOULD Of RE-ESTABLISHED AS \ 1"� O Iq Q_ o SOON AS CONSTRUCTION IS COMPLfTEO < < ~ m W a f THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, Al 630-4171 TWENTY-FOUR (141 HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT \ Ln L'I 1O ? y, ADDITIONAL INTERIM MEASURES WILL INCI UDE, A/ A MINIMUM, INSr-ALLATION OF HAY BALE C tiv SEDIMENT BARRIERS OR SILT FENCES AS PER DETAIL SHOWN ON THE SHEET THfSf MfAS'URfS 190 b V 4+ — - - -- CONTRACTOR MU.r/ COORDINATE ANY CHANGES WITH THE CITY CHANGES MUST Of APPROVED BY THF ti WILL Of INSTALLED ALONG ALL EXPOSED EMBANKMENT AND CUT SLOPES TO PREVENT SEDIMENT r� a )� CITY IN ADVANCE Of WORK P£RfURMANCE, ti ] rY TRANSPORT ��D �Im � � y W A TEMPORARY HARO-SURfACf PATCH (COLD MIX AC OR HOT MIX BA St PAVING) SHALL BE PLACED ON VICINI T Y MAP TRENCHES WITHIN ROADWAYS AI TNf END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, THE SPREADING Of MUD OR DEBRIS OR STORAGE OF MATERIALS OR fOU/PMENT OF ANY KIND UPON ANY N.T.S. SMALL Of Lf`T AT ANY T1Mf IN AN UNSAFE CONDITION THE CONTRACTOR /S RESPONSIBLE FOR AND/S PUBLIC ROADWAY/S SIRKILY PROHII111D AND VIOLATION SHALL Of CAUSE FOR /MMED/ATE CANCELLATION LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROStCURON OF THE WORK Of THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-LAP AND STOPPAGE OF WORK TO ACCOMPIISh CIfAN-(AP. ONE AS-BUILT HYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION pSX MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY EFFECTIVE EROSION CONTROL IS REQUIRED EROSION CONTROL DEVICES MUST Of INSTALLED AND IMPAC/ AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL Of PROVIDED TO THE CITY BY A Rfalsr[RED MAINTAINED THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK /0 EX/Si iR f AT CENTS INE �/ C7VAL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE ACCOMPLISH EfffCllVf EROSION CONTROL A SEWER SYSTEM AIR-TEST /VHS) T V TEST REPORT AND ONE SET Of ewfLINf "AS-BUIL/5" OF THE FINISH GR f FINIS GRA Of STORM SEWER SYSTEM SHALL Of REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO A r CENrf IN£ (BY 0 HERS) CONNECTION OF ANY muAto s TO THE SEWER SYSTEM 18O _ ____- _ __-_ _______� _.__ � V am P 1 TRAffIC CONTROL o �' ALL TRAFFIC CONTROL MEASURES SHALL CONFORM TO THE LATEST EDITION Of TME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AS MODIFIED BY THE OREGON DEPARTMENT OF TRANSPORTATION to w w _ _ -._ _.—....._.._..._. '� 1� CONSTRUCT/ON S/GNNNG SHALL CONFORM 10 APPLICABLE TRAFFIC CONTROL PIANS Of THE OFfGON GI� W STATE HIGHWAY DEPARTMENT STANDARD DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL ENTRANCE TO PROPOSED DEVICES, UNLESS SPECIFICALLY APPROVED /N WRITING BY THE STA/f, CITY AND ENGINEER S' VARIES S. DEVELOPMENT (BY OTHERS! z TM' CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN(S) AI THE PROJECT PRECONSTRUCTION SAWCUT SEE SAWCUT REFER TO AR ITfCTURAL r—. MELTING CONFORMING TO THE VARIOUS WORK STAGES INOKA TED /N THE CONTRACTOR'S OfTAA(iO AND A.C. PLAN AND A.C. SITE PLAN Qi - PROJECT SCHEDULE REMOVAL REMOVAL _ TRAFFIC CON.n7^ ., �£l•IC£S. F(AGPERSONS, EJC, SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALT Of ffff'1/VfLY ,YAINTA/NfD A C OVERLAY ?% 2% STRUCTURAL SECTION EXIS TING 0.00 1100 A •�_ N THE CITY RESERVES THE. RIGHT /0 ADD TO OR MODIFY TRAFFIC CONTROL R£OUIREMfNTS AS MAY BE NECESSARY 10 EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY - W — NORTH EN TRA NCE CEN TERL INE PROFIL E MAINTENANCE OF THE WORK AREA AND APPROACH ROADS/S THE RESPONSIBILI7Y OF THE CONTRACTOR SCALE: 1" _ ?0' (HORIZ) THE WORK AREA AA'U APPROACH ROADS SHALL Of MAINTAINED /N A CLEAN CONDITION, FREE FROM 1" = S' (VERT) OBSTRUCTIONS AND HAZARDS EXISTING STRUCTURAL SECTION [- STREETS 2" CLASS "C" ASPHAL T CONCRETE 2" CLASS "B" ASPHALT CONCRETE 5� v ASPHALT/C CONCRETE (A C) PAVEMENT SHALL BE CLASS "B"i "C" AS DEFINED /N THE APWA, Gj d DIVISION 7 (SEE SPECIFICATIONS) CONCRETE CURB AND GUrTER 3" OF 3/4" - 0" CRUSHED ROCK SEE CITY STD. CURB-GUrOWG 12" OF 2" - 0" CRUSHED ROCK CRUSHED ROCK SHALL BE 3/4" (M/NUS) AND 1 1/1" (MINUS) AS DEFINED /N APWA, DIVISION 1 (TYP, BOTH SIDES) � (SEE SPECIFICATION'S) CONCRETE SIDEWALK `� 0 4' LU COMPACT/ON SHALL Of AS FOLLOWS SEE CITY STD. CONC-SW.DWG .11.41 5� SUBGRADE SHALL Of COMPACTED TO 9SX RELATIVE DENSITY ASPHALT CONCRETE SHALL BE COMPACTED 10 91X RECATIVf DENSITY CRUSHED ROCK SNAIL BE COMPACTED TO 95X RELATIVE DENSITY H/G POINT ELEV = 17413 - TO RA/SED CONCRE TE ISL A ND SEC TION H/Gh�l POINT S TA - 0+3 .96 �R91Nd.�iE N.r 5 PV/ STA = 0.42 PVI STA = 0,6.? STORM ORA IN PIPE, BENDS, AND FITTINGS SHALL Of SMOOTH INTERIOR, HIGH DENSITY COL YETHYLENE t o V/ EL EV = 176.40 PVI ELEV = 1;4 16 = a CORRUGATED PIPE, EOU/VALENT TO ADS PRODUCT MAN[NUUMl. v - - --- --- - ------- -- "' roti AD- -13.50 A.D. = 10.5 ti STORM SEWER PIPE SHALL HAVE 3 FEET MIN/MUM COVER OVER TOP OF PIPE, UNLESS OI,IERWISE NOTED W ti 2 c K = 148 K = 190 i ti A S10RM SYSTEM INRs) TV /EST REPORT AND ONE SEI OF BLUIINE "AS-BUILTS" SNAIL Of REQUIRED o N r BY THE CITY fOR REVIEW AND APPROVAL 20 00' YL 20 DO' VC = o _ City of Tigard. LD 3 Y W mar, UTILITIES `' "_ .. Lm a W __ - - _ ____ o G L Flan Review for ELECTRICAL, TELEPHONE., GAS, AND TV S£RVICL SHALL Of COORDINATED BY THE CONrdAcroR WITH THE ^4 2 o N O W 2.., h 0 N h N APPROPRIATE UTILITY COMPANY COORDINATE UNOfT ^ADHD LOCATION W/TH OWNER, ENGINEER AND Building Shells APPROPRIATE U/ICIIY COMPANY n W 4 t o ALL PUBLIC UTILITIES SHALL Of PLACED UNDERGROUND �� G' .�. 30 1 Z j H W W ; Y w t ,�A TER I P.U.f I 8' 22' �o V► _ o ru c� �, 1.+ J ~ __-- 4 a �__-___ W k & Site work „ I Y 180 u 40 Q. Fe 231996 - 6'-6" VARIES OVERLAY 1 1/2" (MIN) I WY.ri ALL WA TER CONSTRUCTION SHALL CONFORM WITH TUALA TIN VALLEY WATER DISTRICT STANDARDS AND SPE(IFICA110NS i 1'-6" � - AND AWWA STANDARDS I SEE PLAIT CLASS 'C A C N NOTIFY TVWD 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRECONSTRUCTION MELTING l TELEPHONE NUMBER 145-3331 I >~I VARIES 0' TO 6' ALL WATER LINE WORK MILL BI WSPEC FED AND APPROVED BY TVWD I p� o I 1' MIN 1 1 fX/ST. GRA f S –�x z ALL WATER PIP[ ANO FITTINGS SMALL BE DUCTILE IRON, CfMENT-LINED PIPE WILL BE TYTON JOINT DUCTILE I SAWCUT AND O AT CENT£ lNf _ o O IRON CLASS 52 I ti ti f.! I A C REMOVAL a o v ALL WATER VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE. ALL WAFER LINES SHALL ti.I,+. I o) x) FINISH GR E ,; FINISH GRADE rp e r HAVE A MINIMUM COVER OF 36", 36"Of 3/4"MINUS GRAVEL COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY 1., �,, �� 1 170 ATCENINE - - -v.. . -_ ._..IBY 0 HERS) POURED TEE, THRUST BLOCKS IO AT LEAST B SQUARE FEET OF BEARING SURFACE RE&AIRED AT I ?X 2X 2% I (MIN/ N ighellis, Inc . EACH TEE, CROSS, ANO BfND LOCATION, -- / E N 0 1 N E E R S ALL WATER MAINS SHALL Of'CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION, BACTERIOLOGICAL XPi/ ° Tf515 WILL BE TAKEN BY fOTWO. j/ '. L 5zcx, ;w MAf_ApAII AVEH,c. Su'tC ,eo, w,7arwW. dt 9)2n1 EXISTING SIRUCTLIRAL SECTION _ Isc,�7 :z+-rr37 VAX rsos) z.1-1121 � TVWD Wn. INSTALL ALL SERVICES PRIOR TO PAVING. WATER MfFERS WILL BE INSTALLED B) TVWD UPON INDIVIDUAL � / - - —_� _ - REOUESI AND PAYMENT BY OWNER. CONCRETE SIDEWALK — DEVELOPMENT BENTRANCE TO Y OTHERS)POSED > SEE CITY SrD CONC-SW OWG 2" CLASS "C" ASPHAL r CONCRETE I I REFER TO ARCHITECTURAL 2" CLASS "B" ASPHALT CONCRETE 5i,E PLAN CONCRETE CURB AND GUTTER 3" OF 3/4" - 0" CRUSHED ROCK z a SEE C/TY STD CURB-GUT OWG 12" OF 2" - 0" CRUSHED ROCKO 0.00 1.00 AhG'.:E r W r CASCADE BL VD. A.C. WIDENING AND 0VERLA Y SECTION SOUTH ENTRANCECENTERLINE PROFILE I� CASCADE NOTE: STREET CROSS SLOPES SHALL BE ?X (MIN.) FROM CONSTRUCTION CL S[4Lf. )" = ?0' (NOR/Z.l N r.S 1 = 5' (VERT.) BOULEVARD L^ u CENTER zo r. z W m S O •1 veo,Eer No 94003 (MCM-04) arta wn MCM04—C7.DWQ CA TE FEBRUARY 22, 1996 I1Evr3roNs DA rE aff9cmAnrtm r i S-FE, rrrt E a CASCADE BLVD. STREET IMPROVEMENTS I f -y IMEEr NO C7 i Cascade Blvd,13029010 Only) s r BLIP 96-0097,MEC 96 0055 20 n141 y If This nulice appears clearer [117111 the document, the document is of m�:rhinal quak=y. MM IT ��IIII�IIrp IIIIIII�IIIi1 IIIIIII�IIIII IIIIIII�Ii',11 30 x C D 11-11111.........' 11111tifill Iliihm nnhililrulim liiilim lliilnnlmiliminlil+nl nnlmilmihminnlniilmilait I�i'�� t ..:, .... '- . H y:IS;3 1i�!:'_ I Lai•,'V' 1 t LL .w eY t ( t i. `•, u'W _,., ^•, ,1',V'yN>~• .;... w._....rt -.., .. ,..- „_,,-, ... _, - . ..,, a, r°",, •r:r•. �r: -;sr .,,,a '�. .y. ... .d N .. ., :a>. r 1. r ➢ :�- ,. fi'. ,.;,.,. ., x4• a .r., .� ._, 4' ,., .., 1. � .. ,.. A. iY I .«- .. 5 ,. ..t, F'.' '�•._, ylr% 'Aryry T.,f'1C...sv 'j'L• ' y.., '4 .�# ,. .?., !, ., ,.,rs 4.e, .,r ,.X•f�•. ;r � 11 F F t 7 ' ,. -. J .. ,... ... M-11PI'VI p.,M 817,,a,,. a. +..b _..' � „' ,.,,,_ Art �. .. ,,aa , ;.,.IML . i 1 NJt'. .. ... }.. 1 ,�: .fir. ., ...a,.- '� ,..r., l ,. r... .. ,. ,. ., .;. ': , •, .. gp a v, �p Yr ,. . . -. •, � Tit... 1,. II•,' .. . . , ,y,.u .: e Y , ,.. ''�., t; ., , , •k A r k .AAAA•, .,.�, ,L „ , r, n, L: .. +. ,,.T t •'1 ..,,_ .,: �r ,.1-. x � r- . , .,. , : _ ... ,•„y. tat -L : .... .. .AAAA ,,�L ,,�_ ,,rr. .. �,:i �N .n,^,�:.a�"., ,�:1:.. .... :i 1 _a•. ,.: �t, � ,.. h_. :,;.:3 H•; ,l{/A''II��W k T r'Y.7Y :.Tu..... V{ 4 `•6(r ir1"n.... .. ,• � ��.�,., 53;_t�Y vlx. •, ., .. „ k,,. A...#{".. .Li... fi, ,n A, .1±•. p'..,,,.:,:,:, � ..�. _ ..a.•MSS;..,,..;;�'i(�,1,,.._r ., ...; - ..-.:. r, . ,., ":h«s ; :,L.N ..4_rt,,,•nu . . ..C,`:r•- - - . , , FOR CURB INFORMATION R .W.O , 1 SEE CURB DETAIL CURS KllF1T GENERAL NOTES S• MIN. --- { SEE NOTE S RJW sow L • i.Nt°” 1. TRAFFIC SIGNS TO BE 48' X 4e' $ 1 SECTION A-A _ MIN. 3' A.C. IN 2 LIFTS ffi�„� G BLACK ON GRANGE. 4 w I r NAWBN r''• • I 2. NO COl1ECTOR STREET UNE CLOSURES r STREET AREAS OUT Of S11KE1 AREAS t00' y `1 SAW CUT- -" 1 -- YM4. OR LOCAL STREET CLOSURES DURING rT '� B' THC FOLLOWING TIME PERIODS: ,' * (� • 2' OF 3/4'-0' BASEROCK ,• •: 'd EXISTING SECII O �` A W: COMPACTEDSUBORADE ••• +• RESIJRFAgHO / // W&1 7:30 - 8:30 A.M. -K-- „ .• V �. •t . .•.•. +. 2' OF 3/4' - 0- '-"-.:•`• /j// 0' 4.30 - 5:30 P.M. �V �) �► .• • • • •.• J , SECTION H-B �� . . . • . // 1 3. THE GTYS STANDARD SPECIFICATION o • ___ ___� �� SIDEWALK ADJACENT TO CURB — • • ' • •;• jj ...I�o oN UNIFORM TRAFFIC IS *MA_ 1� lL t :' •• •• //' � FOR TRAFFIC CONTROL IS 'MANUAL W .� a (1 S' MIN. — • • • • / /// 01 yyr, U.S. DE FOR STREETS AND HIGHWAYS', _t/2A • q ROW 1. FOR USE ALONG MEDIANS, CUTTERS MAY BE REDUCED WITH PRIOR • • / U.S. DEPT. OF TRANSPORTATION, O [� 4v x'41SURE R APPROVAL FROM THE On ENGINEER. CLASS B ��i/ u FHUA, 1888 EDITION. `� CONCRETE rI,RON °n • MC#R Q M .. f •BACKFILL CLASS A V J ST T 1 CTm WA In ROAD :f T 2. CONCREIt 10 HAVE A FREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. • " • ' BACKFILL Q TO RC AL DRIT'V[Vd Y rT� � S 3, EXPANbION JOINTS: ; • • • /�`/ ,� 4:'J. •• ADJUSTED IN FIELD. DO NOT REDUCE 2• ._ 0' ___ • 100' 4. ACTUAL SIGN PLACEMENT TO BE • // 1 z • MIN BELOW MINIMUMS WITHOUT CITY A ,•, > SEE NOTE A. TO BE PROVIDED: • • /// �• APPROVAL • 2' :1F 3 4'-0' BASEROCI( •• • .. / I) AlI EACH POINT Of TANGENCY OF THE CURB r • �• • •• / %� ' • S. THE CITY RESERVES THE RIGHT' TO ADO TO o COMPACTED SUI3f7EADE 2 AT EACH COLD JOINT. GRANULAR BAr,.r". • •• ••• / / OR MODIFY TRAFF,C CONTROL REQUIREMENTS 3) �T EACH SIDE OF INLET STRUCTURES. / // SIDEWALK AWAY FROM CURB +) Ar EACH END OF DRIVEWAYS. • :•• • /j// • tOp' Fy • — S) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEF' • • •• / > I • MIN AS MAY BE NECESSARY TO EFFECTIVELY `r- a • NOTES: •• • / • A CONTROL TRAFFIC AND TO ENSURE PUBUC 8. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, ' 4XIRUDING, FUliOER• v SAFETY. 1, CON( (YIETi;SHALL BE 3000 P.S.I AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE WIIH A THICKNESS OF 1/2 IF-H. c , B BOF 4. CONTRACTION xTINis: 8, NO LANE CLOSURES WITHIN 200 FEET OF Y J o iGO' A TRAhTIC SIGNAL WITHOUT PRIOR CITY 2. PANELS TO BE S FEET LONG. A, SPACING TO BE NOf MORE THAN 15 FEET. MN• 0 Ar"OVAL • 23' MIN. RADIUS (TYP.) II lz 8. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 '.LACHES. � O{�rw 3. EXPANSION JOINTS TO BE PLACED Ar SIDES OF COVE'WAY APPROACHES, 'v UTIIJTY VAULTS, WWF.EELCHAIR RAMPS ! AT SPACING NOT TO EXCEEL 45 FEET. 5. BASE ROCK 2--0 OR 3/4'-0, 95R COMPACTION. SASE ROCK SHALL BE TO FCR RAMP lt4FORMATIDN SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER. T _ ►earN. LEGM SEE VIiEELCHAIR RAMP DETAIL 1 FOR SIDEWALK ADJACENT TO THE CURB RND POURED AT THE SAME TiME .'S THE PIPE BASE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. '/2' RADIUS. G. DRAINAGE BLOCKOUT - 3' DIAMETER PLASTIC PIPE BACKFILL RN SPREE r AREAS O T Q•'"y 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF a INCHES IF MOUNTABLE A. I.D. PLASTIC PIPE WITH COUPLING T•r.. O TRAFFIC SIGN 4FOR SIDEWALK INFORMATION CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. IF S/W IS AGAINST CURB, FILL 100' �X SIDEWALK DETAIL OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. ROCS( M BACK OF S/W. MIN. • CONSTRUCTION ZONE R.O.V. e. DRAIN GLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER 2 IF S/W IS NOT AGAINST CURB, O 1 •""'iN•"'� i BI TRAFFIC CONES OR PLASTIC PIPE AT 2% SLOPE. CONiNACTION JOINT TO BE PLACED OVER PIPE. FILL ROCK 2' BAC( FROM CURB. APPROPRIATE DELINEATION DEVICE. PRIVATE ROAD ENTRANCE OFF ^ ,n T— --- — — — CONCRETE SIDEWALK CURB AND GUTTER PIPE BEDDING AND TRAFFIC CONTROL OF PUBLIC ROAD W/CURBS �I � �� BACKFILL DETAILS / TYPICAL DETAIL ' J IB7� APIMIOWm or DRAM BY � N!r[11D4C1 AMROVm BY OIIAMN BY 0[go By APPR01�„' DRAW °'F RtfEgIFE APPROM BY DRAWN BY Ir/OOIa DMwP r • VI n _ vAK 00.DWF-JOJ CN " �; ,] IAM.00.Q-]0° CM � � CN' , A*PROW.D By ° .- ' TY OF Tl ARC'' CITY OF TIGARD — CITY OF TIGARD M-40(1m) CAM � U SCME DATE DRAWNIG va •GALE DATE OWo• FILE SCALE DAR DRAINING MrL CITY O F TIGARD CIT Y O F TIGARD DAA CAN P ' ;1RECC,N t D[TALf\mm-4xT.Dm OREGON MALE DATE ova FILE SAME DATE owe FILE O N Kra 7-6_,17 OREGON - KT.s 7-11 a eDETAa!\CONP-fvOW10 N.T.a 5-10-W N:DErAIu%'Aft-4UT.DW9 OREGON N.T.S. T-Fu a0ETAL3VVE=.DWQ OREGON N.T.L 7-"3 kovP ArOONtm � I-4 W w � •r 3 r__t r 12.5' 40' 40' • z 3 N - THRU 1,4AFFIC 1 12.5'T NN n 4 TURN LANE LINE - Pr WHITE UNE �H 1rS'�,1 m r m 2•II�.YWIY LEFT TURN STRIPE AT 4 YELLOW W L_ M ITII TYPE 1 MONO DIRECTIONAL �� C� o �C---4' ��LINES WT ASM D��A`T�iO D.C. x 16' I LD• • CRYSTAL. WHITE RAISED PAVEMENT MARKERS AT 15' O.C. TRAFFIC SIDE — OUTSIDE UNE IS SOLID INSIDE AT 15'/46' -- TURNING TRAFFIC MTTEIIN. 7 I �✓ 4' r DIE TWO YELLOW S ARIES -te' r _ TWOYELLOW m WITH TYPE I •-DIRECTIONAL YLLLoW �B VARIES__4' ITHH-TY'•E RAISED AVEMENT ---__� RAISED PAVEMENT MARKERS AT ' O.C. 'r (2,-4. m m m MARKERS AT 15' O.C. FOR USE AT —Z 4' INTERSECTIONS, WHERE MEDIAN NOSE p IS LESS THAN 4' WIDE. 0m J a VARIES -1e' O 40' —�4' LLB ..._ r WHITE UNE WITH TYPE I O. �'•� E/3 CENTER BI-'— --{• MONO-OIRECDOIML CRYSTAL WHITE O TURN LME TRAFFIC SIDE— _�4• SPACED ATKVM A�TOV MANSIDE A AT 4 UNE. 01) . r AND Door ANaArlo STARING 5-3 FOR DETAILSSTOP. _`/1/_ J✓(. O ?M BAR - DI tT Io[ STANDARD SIZE Is e' WHITE MC FIELD LOCATE w ARROWS SMALL BE INSTALLED STOP BARS SWILL BE INSTALLED USING USING THEMOPLASTIC PAVEMENT THERMOPLASTIC PAVDIENT MARIOND MATERIALS MARKING MATERIALS PER SECTION PER SECTION 60 OF THE OOOT STANDARD 50 OF THE Door Emi {.. �20� VARIES SPECIFICATIONS FORNTHWY. CONST.ANDARD9PEC,.ICATXXWS FOR NW/Y. CONSTRUCTION. J C.L. 20' LOCATE 10' FROM �+ \ FROM STOP BEGINNING OF FULL ME �6 12 5'��•-y1 j�''-�40• 40• \ ti BAIT WIDTH OF TURN LO LATAE - r WNTTE LOQ WITH --r TYPE N i-DIRECTIONAL WHITE PASL9 SPACE AS SHOWN PAVEME)1: MARKERS AT 40' D.C.. ON MANS. TWO AT it www PNM z Z LWW O — LANES MINIMUM SPACING AT 6'. 3 Y W City_ ®f 'Tiger i„ TNF7EIIOPIASTIC PAVEMENT MARKING IATEROLS - 4' NRDI TIPS I B1_OFECTp1yL YELLOW O C v C3 10 CROSSI"XS SWILL BE INSTALLED A'SING 40' 40' MEDIAN STRIPE - T'x0 r YELLOW UNIM In Q W . W _ Plan Review for PER SECTION 64e OF THE ODOT STANDARD OM -� 2' X12• SPEOFlGTXIHS FOR HAM. CONST. �� SIDE 4' MIRED PAVEMENT MARKL.NS AT a0' O.C. ��rYEU.01W STRIPE L-_" FACE GLIT'o Building Shells L� ( f 1 ,{ e' r FACE CURB o CURB �f BICE LANE UNE - W WIDE Site y■� '- —I- WHIR UNE & V ite Work RAISED MEDIAN RAISED MEDIAN STRiE - r YELLOW LINE "^\ 5'4' • PAVEMENT MARKERS AT 40' D.C. RASED �� February 23, 1996 O .��5 .c. O BILYCIE LANE MARKING - SEE 0 STANDAz L� Z O RD S-I S FOR DETAILS z �--I I"� I 2 JWAI,LROAp cRsING - SHITE o 1• ,� .> PRIM LINE PF71 DETAIL N _ ;Harper 50' NOTES: 1. LOCATE STOP BARS 10' BACK OF THE EXTENDED 4. ALL PAVEMENT MARKING SHALL CONFORM TO OREGON (IBB+) O U} \R i g h e 11 i s, Inc . FOG LINE, EASE OF PAVEMENT OR CURB FACE DEPARTMENT OF TRANSPORTATION SPECIFICA7 Ne E N G I N E E R S LOCATT CROSSWALKS AS PER WHEELCHAIR VAMP LOCATIONS FOR BEAD 9000 PNM. COPIES OF THE MATERIALS I"— 20' - p• �I I+ OR 5' BACK OF EXTENDED FOOLRIE• [DOE OF PAVEMENT OR SPEOFICAT10N5 ME AVAILABLE FROM: O I DNOOML LJQS - it YELLOW'LINE AT O�rte• ENUM ER OF MATERIALS AND M-ZARCH 5200 SW RACAL AVENIAE, SUITE 560, PORTLAND. OR 91?0' to B 20' O.C. AT A 36 ANGLE WITH A r 3. ANY REMOVAL Or EIOST,NG STRIPING TO BE HIGHWAY MATERIALS LABORA )Rr Isn!j 2:1-1131 FAX (503) 221._111 VARIES CLEARANCE TO MEDIAN CENTERLINES. DETERMINED IN THE FIELD AND R CONSIDERED RSG AIRPORT Raw S.E. INCIDENTAL WORK. 31R1PIN0 SMALL BE GROUND OFF OR AS SALEM, OR 97310 kr 3B• r DIRECTED � THE ENGINEER. (503) 378-2621 STRIP/NG ILIO TES = m _ — m — W ALL PERMANENT STRIPING SHALL Of 1NSTALLfO ACCORDING TO THE MUItJ iND THE -----I MANUFACTURERS SPECIFICATIONS THE MATERIAL SHAL I BE EQUAL TO OR at rTfR — --THAN DURA-STRIPf 160 MILS THICK FOR LONGITUDINAL LINES AND 90-110 MILS ILII s, THICK FOR LEGENDS, ARROWS, CROSSWALKS AND STOP BARS), OR INLAID 3H STAHARK FAVEMENT MARKING TAPE (A440 FOR LANE LINES, STOP BARS AND CROSSWALKS AND STRIPING t :S TA LL A TI 0 N LEGEND W 380 FOR LEGENDS AND ARROWS/ INLAID TAPE SHALL Of APPLIED DURING THE FINAL a ROLLING WITH A FINISH ROLLER � CASCADE ALL LANE STRIPING SHALL INCLUDE REFLECTOR MARKERS SPACED 40 FEET APART, RFFERENCE APPROVED BY DRAWN BY 20 FEET APART w TRANSITION AREAS WASH. CO. CAB CITY OF TIGARD - BOULEVARD SCALE DATE DWG. FILE CENTER OREGON N.T.S. 7-9-93 J:DETAILS\STRP-LEG.DWKi _— 0 p T zo L- N �{. Z L'i' W �E � = Q h PPO,Fcr NO 94003 (MCM-04) I rIL2 NO , MCM04-C&DWC DA rE FEBRUARY 22. 1996 IF VIS toIV9 OA rE IDESCRIPT'ION I I , , I i I i� v \\\ 94EEr r,rLE CASCADE BLVD. STREET IMPROVEMENTS SHEET NO C 8 .0w 14-11 I Cascade Blvd. CII),9(;hell Only a. BLIP 98-0097,MFC 96-0055 21 of 41 If this 110lice appears cleal,el' than the document, the document is of marginal quality. t,i,tll i l� _ 1,1,1,1 111,1 111111111Ill ' 101111111 30 X CD n r ilmt ` rt1A Ittltin t�ullttlitullutt tulllnt mllnninlihm nnlun nnlnnllnllnnttlnlinlinnhlll 1m ►t1 niti►at t ryry :. r �6 y' .y. � ,. '1. ., n, to r `,• n a, 71 .. w 1 .., Y �>yu � , �. �l, .. 's t, 4 �.' .A .+;, � -„ � � rt3 � -, ,,,-,. til,. , :"1 "tf Y . ,. 1. :: + , w d , of 1 d a! - , 1. ..♦ ,.r f,. V. .. .: 7.. -b ...H I ,. ., .,.. l .. r.. 1 ... r.. n't: ., hf ,. .. . Y 1'-,•: NC " Y. : r I .. ,.. '. ,A yt, : „ kk .. ,. ,. Y .r c. r,,: ..J, • .' IRA .. 1. I ,+.,. '-, , ..a. J.. ., .. , 4. .y{.,. .. T x. -i!^. .M .,, ..a , .:., •., .. .,., .' Y >. :C•`, t ..,c. ..+.. }:..::,, .,. r .,p. .rl'•Y5„ y... A, 'r '.. .' -,, r ..: ' .t.,9. n a )• h�� ii I .1 •� ppi�s ..: p-.., ... 1 ,. .:. .. +a. ,..Il.. ... .,_.. _ -,. .. C .,,., : . ,. , •. . , . ' ,- ,. _ A:. - ,J '.I�' 1 _. ,. •r ... 'T, -10. .. . ,• : .. ....: ,+ ,. G . 1 p i r I :,.. : . .a, ,{ .. • U ;;yyam� ry0.4 � L ice, q perµ 00.r ^'lel 420 tr STANDARD CAST i5«N'Ma/VS 1F'` :.� W n, ,:i R r Ian, Alt ♦•i +. r, ti Y6� J' FRB MAM COVER STANDARD MAl110.E �t n: GRADE RING W. „ t N: ' ' " MIK W. V } - _ �' �4- ' 'k;,i!jQ, �' 4s '':"4 FINISH GRADE -� :ate ; "'� / O - I.W. - y WATERTIGHT PIPE PLUG A _jA O O 0 A �L + t y: ��• : :', 00 0S 3 O O 0 PROVIDE 3/4'-0 FORA O O ., NOTES ' .tilr •''ZP:• MINIUM OF 6' AROUND O — 2 1/2 x 3/4 I•L,I I l^ ''* CLEANOUT INSTALLATIONS ARE • `�� LL EANOUT 2 1/2' x I/2' LILJ S0, EDGE FLAT BAR TYP. C6 x.r ,Ix r LIMITED TO EASCMENT AREAS ' O 0 � SQ. EDGE FLAT BAR I OR MAY BE ALLOWLD ON A O � TEMPORARY BASIS IN • L eo 1 f, n; ,• 1 RIGHT-OF-WAYS, r�a' ,,... 1/4' ALLEN HEAD MOLTS 3 x 2 1/2' x 3/1'L N Q QQ {' r• ��.� "• V LONG RECESSED SANITARY STORM TYPcs . Lwj "+r \ ,• 3/16' 40.tnYlyrF,., ,• • 1 Q ` �4 , �,� , • • � _ ter- i ` r �� I•,, .'.. 6• —I PLAN In (� 1 BOTH ENDS 3/16'l' +� '►I' :•.�• r '• 2 1/2' x 5/9'_ 3 1/2' 1 . V �I,r,.w, +,,," �S•xr�. ;�� .• ► • �.;�..� ALL BARS —� S0. EDGE FLAT BAR �,,,.l .'1 •t}l:j .�:�a e � ,�.�y. ..• �.�•�. .■ ;.. oar•► — J3/4'-0 CONCRETE ENCASED WYE r"--` ��-tet ---i {{ ,� PLAN TYP. 3/8' x 3' BOLT 1/2' 1/•' SECTION A-A Y 3/4' SQUARE NOTES, ( ! � STANDARD CLEAN D U T 1, USE SUBUNBAN TYPE ONLY 1N NDN-TRAFFIC AREAS. TYPE■ P. COVE} AND FRAAND M[ SMALL BE WAY CAST 74M74MASTM A-48 CLASS 70. i W I W a'. I /' 3. COVER FRAIL TO BE MACHINED TO A TRUE SEARING ALL AROUND. SECTION A-A f A A B D B 4, NO',CM LID FOR LIrTING NDt. DRAWING NO. 150 STANDARD 1'-1 1/2' 1301313 o 0 o N ❑ a SUBURBAN AND STANDARD IOVERSIZE I'-1 1/2' 1'-0• U " a a❑L , ❑ (7 MANHOLE FRAME AND COVER TYPE DIA, PIPE W. I,W, I REQUIRES TWO GRATES It N :p I 0 0 ❑ 11DRAVING ND, 120 STANDARD 10'-12' 1`3 1/4' 1'-1 7/8' r STANDARD' AND 'OVERSIZL, ARE WASHINGTON 1--� W I?w: IOVERSIZE 15'-27' 2'-4 3/4' 2'-3 3/8' COUNTY DESIGNATIONS, ° 1 W / I REQUIRES TWO GRATIS F.,q --1 '----� 9 7'a' FRAME GRATE .� DRAWING NO. 380 DRAWING NO390 � V n 6'' _SECTION B-B ,�{t t2,0 f Cd L N ►�°� i . 18' I SECTION A-A CLEANOUT RING Q r �d AND COVER DRAWING N0. 155 NOTE TWO NO.3 BARS SEVENAT , a,3 BARS � J g THIS TYPE OF MANHOLE SHALL 60 --RECESSED AREA - SEE DWG, NOTES, = m DE USED ONLY FOR PIPE SIZE ONE NO.5 DAR B N0.400 FOR DETAILS, 4y �'y o�� jll 12' MAXIMUMOFOF 24. OR LESS, 1. 3/4' PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY NOTE- FILLER MATERIAL- SEE ENGINEER ONLY IN CONC, PAVEMENT OR GUTTER, AND TO EXTEND THROUGH NOTE L DWG. NO. 370 THICKNESS OF CONCRETE. INLETS/OUTLETS i AS REWIRED \ q � pG•2 A 2. ONST. CATCH BASIN PER DETAIL, BUT WITH DIMENSION 'V' TO ACCOMMODATEE -� LARGEST PIPE SPECIFIED. MAKE SURFACE OF 3, CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.GROUT FILLET SMOOTH IN 28 DAYS. LNO w h LNOTE, EA3 AND FORM GROOVED 4. IF APPROVED BY ENGINEER WALLS MAY BE PURED AGAINST UNDISTURBED v ti REBAR TO BE USED WITH RECESSED EARTH, EXCEPT FOR THE TOP 8', WHICH SHALL BE FORMED, o • INVERT TO DIRECTION CURB INLET ONLY, SEE DWG.NO, 400 Ci �� Tigard OF FLOW MAIN SEVER LINE SEE DWG. FOR FRAME DETAIL SEE DWG. N0. 380 z = Y ,,, l�r NO• 370, p0,2 FOR GRATE DETAIL SEE DWG. NO. 390 S, BACKFILL SIIALL BE COMPACTED TO 9SY, DENSITY THRnUGHOUT. to <uj W ✓ FOR SECTION B-B 6, OVERSIZE CATCH BASINS-STEPS ARE REQUIRED FOR DEPTH GREATER THAN u Flan Review for LOCATE MANHOLE COVER B PLAN 4 FEET. INSTALL 2 FT. FROM TOP TO WITHIN 1 FT. OF BOTTOM, MANHOLE TO CONFORM AND FRAME OVER LEDGE WITH ASTM C-478 OF AT LEAST 12' 1N WIDTH Buildin Shells MATCHED FINISHED GRADE OF STREET FOR CURB PLACEMENT CAST IRON COVER AND FRM,Mf CURB SLOPE OF PAVEMENT & f (SEE STANDARD PLAN) : A . ■ - SEE DWG, N0, 400 Ste Work SET FRAME IN -�-��- TOP OF PAVEMENT MAXIMUM 27' rROM - NON-SHRINKING GROUT + •. FINISH GRADE STANDARD MANHOLE TOP OF rlRST STEPt "? TO TIS UF CASTING ECCENTRIC ! SPECIFIED BY ENGINEER `o , AND COVER roll- FRAME ? 1 1/2' TYPICAL OR AS � L.J MANHOLE TOP SET FRAME IN GROUT STANDARD AB' �' • -PREFORMED 4' VEEP SUBBASE ' i', MAXIMUM 27' FROM • X 14i NON-SHRINKING �;o FIRST STEP 70 MANHOLE RISER ''J GASKET HOLE I ••i � TYPE ■ W DIA, PIPE N � � 'a � • —* P GROUT �. +,.. - - TOP OF CASTING ,. 4 STANDARD7/8' 10 - 12 2i 0 �' _ PRECAST ►' - .A ` 48' FOR PIPE ' _ :.' 6' MIN r: o CONCRETE —PREFORMED 24. 0R LESS UNDISTURBED e '- OVERSIZE 2'- 3 3/8' li' - 27' W o SLAB 4 PLASTIC GASKET >b ? EARTH �� v I! THIS PIPE DIAMETER DETERMINES a 48' n 60' FOR PIPE _ FOR GRATE TYPE SEE DWG. N0. 390 ;'E-. ..• Ia`� •: '. —'W'- SEE TABLE BELOW � 2T DR LARGER _J,,--- _•: � �arper a STANDARD 48' '}�';i M• COMPACTED i• W REQUIRES TWO GRATES. SEE -/ ••� n ri MANHOLE RISERS, 1? MAX FOR CONCRETE PIP[ ` :�ti:�•a; 3/4'-0 i7( DWG. NO.380 b •, SEE DWG. PIrD 370Cpr2.1) FOR p , �:.:;. CRUSHED ROCK PLAN L SECTION A-A e f.;!•� ■ 'STANDARD' AND 'OVERSIZE' ARE ib ig h e 11i s Inc . a WASHINGTON CO. DESIGNATIONS. N TYPE■ V DIA. PIP: 12' MAX. FOR ► STANDARD '-1 7/8' Ir1_12' E N O 1 N E E R S CONCRETE PIPE p 's A. - �� > r 4 IOVERSIZEj 2'-3 3/8' 15'-27' 1'/FL SLOPE r- ✓ Q. i. - �, - ■ _ . . • 4• ', ,� 5200 SW UAt;ADAIE AVENUE, SUITE 5D0, PORTLAND, OR Y72D1 A' (50.1) 221-1131 FAY (SOJ) 221-1171 NOTES,' '► e'•: �: •'a, � •> •.• � ••n •. ,' �o �:,• FOR GRATE TYPE SEE DWG. > .;•:,.;'. �,.:•.. SET IN FRESH I. BATTER OF 1/4' TO 1' TO _ �' 390 d . INSIDE DROP MAXIMUM 2'0' J FACILITATE FORM REMOVAL. s '. REQUIRES TWO GRATES, SEE 9' �' • ' VERTICAL DISTANCE CONCRETE AND I �I- SECTION C T I❑N B B ' ' 1 C AUT �11 2'- 4 1/2' u �° •64p INVERT TO INVERT � � 6' 6' WILL BE ALCOVED, f DRAWING NO, 380 �� 12' LAYER COMPACTED lE' LAYER COMPACTED 6' W 16 z 6'0• MINIMUM STANDARD' L 'OVERSIZE' ARE o ., �O 6'0' MIN, o� d I GRAVEL (3/4'-0) RASE MATERIAL(3/4'-0) _ 2• TOP OF VEEP HOLE ■, �) SECTION A A WASHINGTON CO, DESLiNAT10NS, -- AT SUBGRADE, F P,I,E • W h CATCH BASIN CASCADE , FLAT TDP MANHOLE STANDARD MANHOLE CATCH BASIN D E DRAWING NO, 020 DRAWING NO 010 DRAWING N0,370 (1 OF 2) DRAWING NO,370 (PG, 2 OF 2) BOULEVARD �• Ln • � CENTER z o z W W CO N C 94003 n:! it r RpIF Nor,vo MCM04 C4' CO .OW0 JCIA rE FEBRUARY 22. 1990 nE vac lgNg DA TF PEgCxlM•TbN i V / � Ig1+E3/T Y'TLF CASCADE BLVD. IMPROVEMENTS r n Cascade Blvd. 1:1029(Shell nr', S"EE r No C 9 BUP 96-0097,MEC 96-0055 ++�� 22 of 41 I :ir 1 r If this notice appeal's cleaver thaul the document, the document is of marginal qua';ty. •�(iI�I+ i �i#. �_: . �I� � iE��f�� i�i�i�� r,��i�i�r�� i�i�i�i�i�i�i i i��i�i�i��il i�i�i��!I,�ta � a:• �� ;��I� i' i nlnr� Cirri utn rrrlrrnlr�uhrt►in�liiir rrrrinrilrrr�hrn mil+�n nirinmunliiii�n�iliinmiri0r rtii lot. ' x ,7 .....�:.�...-.._.,.,......__...._., .�.._..._..._ .� :,�, ,..uwd•.,;.a.....-:,... - _:-.-_. _♦:�: _.s.• .,..W>,Lird, �E4i.t>O�trf► wiii �..��--,,��al.wll.� ,.,.�_:p;, iz_.rus. :•,+. n WT �3,. 7• Vr 4*1 "mffm 30 X WRIA .d .,. "1 n � - „ e + a.•ti, � h a, -ia7 _ ET N M j. 46 . °. �, ... .. . .. .�,r -".. rr. ,, � S .. .. .W.v r. . ,. r,.. , , .c," .y l.L r... .. .'�•1. ,F. 'P.� •'� t �"Z . - '. 94ar.p; s `y. M"',�' �y 4. . � .. _: las '1 .l.�, s �� •� x .v h' r. ,r •..�' , a ,:1hck!, • r y-�,^.�li.�'.. 1'`• - "t„ *4'•,'�,. i_ .'�,'�r.9,i• Ryj,.i,i 1,, A�'� r� . � y�, .:�,. { r �'. 4w.'!•T•.,� 'yy.n+,�+: ., µ]/ iTt v e�l.r`�� ,�1. ,�{;. �) S .r ...•. s •U rl,'♦ y , 'T( �..,.,irt •�, N� d> 67h e ` rSA r 4 5 6 7 8 44'-O' 50'-0' 62'-0' 52'-0" 52'-0' 50'-0' 24'-0' P. 24'-0` P . 24'-0' P 24'-0" 24'-0' P 24'' r P 24'-0' P 18'-2' 23'-S' ANOREL 18'-2' P J. 24'-0' 24'-0' P 24'-0' 13'-S' 5'2" AV �1 A TYP (TYPICAL) TIP 1 I I 1 1 A S-3 S-3 SIM. 1 - . ---- --------- = = ---- STRIP _- --------- POUR — _ -----= -=-=---- ---=- --- _-___--�- -`- - =====Y_ --____- _ ._----_--==-- - - _ ----- == --=- 1 -- N �1 4 b 1 ; C . C , C . CIL 11j DtV N 1 1 11 1 1 1 � I N 1 aa LI d � 1 1 ' • _ b 1 o i r r' r r- r- I �C I a./�N I ' ;..,.`CIS ° _ s 3- CONCRETE sue W/ /5 eARs 'I -3'-0' II LL AT 36' O.C. F.ACH WAY OVER S' ' I- � COMPACTED CRUSHED ROCK I , In 1 , V I � n a O.FC. : ' � r�.� C ;.� C J. J. RETAINING WALL 1\ti p ' r- r- 1 rC r' �J b L �OCED _ ,� , 1 - � C � r J. 1-— 1 L_ JO I r0 CONCRETE APRON7p 8 i �� CRUSHED ROCK OVER 8" COMPACTED ' I 1 ' T.O.FTG. 1 ' e 1 44'-9 3/8" RETAINING WALL . O 2 90' OF COLUMN r O 1 1 p 1 1 1 1 (b CIO LT 1 12 \0 DOCK LEVELER ; II 4•r i r ' PIT. SEE 6'90• `\ �,� S-3 i ;1 1 , I 1 N I ;� <8 Revisions for - 1 1 C CM, POUR STRIP C C C ; I f • • � I 1 I - --------- ------------ --------- - ---------------------- -------------------------- --------- - - City of 'Tigard -- --- -- – -- --- ----- —-- ----- -_ -- --- -_------ ===---- =_-=-__---== --- --- ----=_-_-_- _= - --------- 1 E Plan Review for -5'-0' -3'-0" -1'-8' 3'-4 1/2' 4'-3 3/4" 6'-8 1 2- T.0.F G. T.O. TG. T. G. 2 _3,_D" 5_, ,,._, 3 4" Building Shells -8 3 -8 3 T.o.FTC. May 2, 1996 Q d 22'-0' 22'-0" 22'-0' 22'-0' 22'-0' 22'-0' 22'-0' 22'-0"ll 22'-0"ll 22'-0" 24'-0' 24'-0' 24'-0' 24'-0" f P.J. P.J. P.J. P,J. P.J. P.J. P.J. P.J. P,J. P,J. P.J. P.J. P,J. �4E0 PROfEf y.1% GIN fC9,1�oy 4 17881 1 FOUNDATION PLAN BLDG. 1 17 AEGON Q' 25. R. PLAN NOTES: COLUMN AND FOOTING SCHEDULE NOTES 1.) �� - INDICATES CONCRETE TILT WALL. SEE SHEET S-7. COLUMN FOOTING REINFORCING ' c 1 TS 8 x 8 x 1/4 6'-0" x 6'-0" x 20" DEEP 5 1/2" THICK WALL PANELS ALONG GRIDS EO ,`J AND C2 AND SKEWED WALLS AT DOCKS. AN DCWLEN / L041JENGiA (6)- /S EA. WAY 2 WALL 2'-4' x CONT. x 16" DEEP (2)- /5 TOP AND BOTTOM 8 1/2" THICK WALL PANELS FOR REMAINING PANELS. Mc l pp I E / y„w UF WALL 2'-4' x CONT. x 16' DEEP (2)- /5 TOP AND M 2.) �� - INDICATES STUD WALL. M�.Z.11 ►f1r>WVIL_G 1�'W �1 O WALL 4'-0" x 4'-0" x 16' DEEP (4)- /S EA. WAY BOTTOM 3.) P.J. - INDICATES PANEL •TDINT CX)W.TM B i 4.) C•J• - INDICATES CONTROL JOINT SEE a 39.M S.W. KELLY AVENUE 5-3 PORTLAND, OREGON 97201 S 0'-00" (503 222-4453 © 5.) �� - INDICATES ELEVATION AT THE TOP OF FOOTING 6.) S:::S - INDICATES FOOTING STEP. SEE e U7.) 0 - INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. Poojecr , 8 DESIGN SOIL PRESSURE. 2500 PSF DEAD PLUS LIVE, 1500 PSF DEAD. B.) - INDICATES CONCRETE PANEL TYPE. SEE SHEET S-7. CASCADE BOULEVARD CENTER TIGARD, OREGON PAo.mcr Nr. , 95678 PILE NO. , Dnrs , 2-23-96 X&VIS*N! , DAM , oescll►rgN , • !_J •5-2-916 GEN. REVISION lWlf TIfi.1 • FOUNDATION PLAN BLDG . ! 7 MK PLOT DATES: 1/24/96 15:55.43 INFORMATION ON THIS DOCUMENT IS NOT 2/75/ 8 18:49.12 APPROVED cOR CONSTRUCTION UNTIL A 2/1 .96 11:43.43 smerr No , 2/20/96 16:32.21 BUILDING PcRMIT HAS BEEN ISSUED. C:\ACAD\VDL\9567B\95678F-I 2/22/96 9:47.39 13UP 96- Blvd, J3D;,,1(�t1911 Only) BUP 96-0097,ME(,��C�5 2,"1 of 41 r If this police appears clearer 1111111 the document, the document is of marginal qual;ly. +I+l+�+ I' I�. _ � •: } +,��III�IIIII ►1�I+I+�+I11� lil(I�+JIII • +�+�+�+�r�i�+ +I+II�+�+I+�I llil+li�►It�� ►,��1 ;t ��, CD _ . 'I !�111I 1 HIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIf IIIIIIIII IINIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIII!IIII!III lIIIIIN 1�iN I. A t f n - 310'-0" ---------------- 50 0 50-0" ------ --- -- ---- - -- - - -- - --- ---------- -54'-0" 52'-0" f - --24'-0" 24'-0" �0 _ _ - ---- 1 U1" ---- _24-0" 24'-0" __ 24'!0" _ 24'-0' tl'-10" - I _ �5'-4' 1- --— 2 4' 0" 2 _ J. ® P � SPANDREL 'P. . ® J. � � '- ---�------�---�f'-�---- -- ---.r- 1 ANDRE��-t-_ _-`-- - __ � —-- 4'-0" 2'-° H P J. B F,J. g P� PI.: Cg� ,�J B 0 1 t.__t OFC _ _ -- ' 1 0 1 I I io S 3. - X 5 I S-3, L ._J �\ S-3 L -J(�, _- - ---------- - - — - _ ---- ----J -- - ---- - ---- ---�- - I - ---- ---- -- ---- ----- -- --------_ J.___ J' J --- -- -- -r - -- ------ - ------------ ---- - ---- - ---- - -- --------- ' 1 � , /, If J POUR STRIP , Ai I' • 1 , ! 0 1 p � II \C` I � JN A 1 N r - r 7 i J. i 11 'C14 r--, r.. , r I N - ,r 4 t 1 1 1 II � I' 1'-6 6" CONCRETE SLAB W/ #5 BARS AT 35" O.C. g 1 1 0 FTG 1 EACH WAY OVER 8" COMPACTED CRUSHED ROCK 6" REI ORCED ' 3'-0 CONCR APRON G ' CJ J ,(� J' W/ 04 1 ARS AT ' ' 2 ; ' r__ `1 r--, r_J•_ r J, i i o 0 1 U - -_..._._.-__.-..-; -- —___.� _ I 48" 0. VER 8" 1 1 L. � ' I C a ('OMPA TD 1 1 ? L___ L--J c� 1 l✓ a , oc I 1 �� O L--JQQ T.0 FT Cl O i i did CRUSHtt)'ROCK K563 12 T.0 FTG. City . �J g QL Plan Review ,x: 1 i ; T 0 FTG T � ', 30 X ,I 0 FTG -fir • !9'-0 � 1 i i - - r 1 Building Shtft-�, r i RETAINING WALL ; I n 7 0 FTG. • a, 8 8 , & Site Work- a: 2 1 1 h i i I 3'-10 1/2" J \` February 23, 19% - 1 1 1 , 1 r---I J. J. J a 1 r1 0 3'-0" 1 1 0'-0 r--n r--� r--� r---I t 1 LI I 1 , � j \v/ ' h i L ---V L -JO L f C i i 1 3 ' 711 2" S-3 i ..s� - ------ ---- -- -- -- --- - N 1 I �_ I I I I r -H DOCK LEVELER I -; CONCRETE APRON �` UNREINFO CED 1 1 N 1 1 k0,. t PIT SE �, - ^ - I 1 .- -- OVER 8" COMPACTED L_ _ 1 0 . i / VERIFY E 5 J N .0 1 CRUSHED R K rl SLAB TO . " POWER TROWELED �� o �, 0j t 4 3 * -�'�k BURNISH D TO POLISHED I 8 g FINISH THI AREA - 4 2 I II 1 I H RETAINING WALL `_..1 y S-3 S-3 ry vFRIFY DIM S S- 1 0 5-3 co N - POUR STRIP O-i -.- �. I J. r J. J. J POUR STRIP -_-_-- =- _-- - --=-=-- 00 F ------ -------- --------------------------------- ---------------- - - ------------ --- -- ---------- - I ;o Pkat IN -5'-C" -3'-0" 3'-0'% _V-6- F 1'-6" I ___ -_=x- �— -_-- ---- -1 -6" _3._0:. -3'-0"- -`5'- 0 FTG. T.0 FTG TT 0 FTG .0. G 2 3'-4 1 68'-0` 3'-1 1/2" 3'-4 1/2 /2" O.FTG T O.FTG T O.FTG. T O.FTG Q 12'-10" 5 7 1 2" 7'-0" 1'-11 1 2 4'-4" 14'-7 1 Y 7 - 22' 4" P 22'-4" P 22_-4" P _22'-4" 22' 4' 22'-4" 22'-4" P 22'-4" 22'-4" P 22'-4" 22'-4' _ 22'-4" P 22'-4' P 22'-4" _ p_- -- 22'-4" �1 v i,/ F? L� ��P lays tz/�t/q G FOUNDATION FLAN BLDG. 2 - AN DrAAELEN i LOOIJENGA MCGAFFKA-E / KNAUF COMUM ENaHEM 3933 S W KELLY AVENUE PLAN NOTES: PORTLAND, OREGON 97201 (503 222-4453 COLUMN AND FOOTING SCHEDULE COLFTG+ I.) �� - INDICATES CONCRETE. TILT WALL. FFE SHEET 5-1. GG'LUMN _FOOLING REINFCRCIN�.� NOTES --- t� TS 8 x 8 x 114 6'-0" x 6'-0" x 20" DEEP (6)- X15 EA WAY BOTTOM 8 1,12" THICK WALL PANELS ALONG (;RIO C) SEE SHEET S-7 vRP.KC t , CASCADE O WALL 2'-4" x CONT, x 16" DEEP (2)- /5 TOP AND BOTTOM -- -- _— —' - -- �� 1%2" THICK WALL PANELS FOR REMAINING PANELS 0 4' DIA. STL. PIPE 3'-0" X 3'-0" X 12" DEEP (3) - N4 EA. WAY BOTTOM 2.) a�� - INDICATES METAL STUD WALL. BOULEVARD 4 -- — -- -_-- -- ------ - -— -- ------------- 3.j r'J - ZNiJZCATF� PANEL JOI'VT CENTER ® 4.) G J - INDICATES CC'NTROL JOINT 513 O ---- __--- -- _ ------------------_—_— .) / -d, G. - INDI(:AT'ES ELEVATION AT THE TOP OF FOOTING j 6,) 5.. 5 - INDICATES FOOTING STEP. 1 3.) - INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. r I G A R D, OREGON DESIGN SOIL PRESSURE: 15210 PSi' DEAD F'L.LS LIVE, 150P� FSF DEAD. B,) �� - INDICATES CONCRETE PANEL TYPE. SEE SHEET 5-1. PI-aierr mo 9S®7a FILE No - VArE 2-23•-96 REVIl IDN!I , DATE OwECl1I r4N eHEEr r,rLE - FOUNDATION PLAN BLDG . 1 VLMK PLOT DATES: 1/24 96 16:27 A __ I INFORMATION ON THIS DOCUMENT IS NOT 2%7[98 16:54.57 Cescese,6!w71;MEc 96 uc5Only) n lY1 APPROVED FOR CONSTRUCTION UNTIL A 2/10/96 11 34. aNEsr r+o 2/20/98 16'34.21 BUILDING PERMIT HAS BEEN ISSUED. 95678S-2 2/22/96 9:49.3 ,Up 9 240141 If This r.ulicc appears cic:u el• than Ihl. document, the document is of m11r•Kin:11 quaray. ��II�I� 1 II t� A 1.�#�III�IIIIL. fjlllllllji�a, I�fl�t�ll�E • I�IIIII�F�II1 IIIIIII�III�1 Ill�ill��.�h�� ,�I�l��l ....._.�� : .� Alli I�III 1��I�1 IIIIINpiIIII�IIIIIiIII�llll IIIIIIItI IIN�IIIIIIIII�IIII IIII�IIII ullhlnlnlllllil IHIIpIlllllllll a kti .. .. _........ ... ,.,....., �u,...c-....o.,,• .�.,.. .ate..—�+e1�5.ae1 - — —_- __ 7 �O+Nedlal�r.u�. w. .a- ,...,..�..�.�a i.,.._vv..a,.u.,wl . �.�.n,.w.�1a.. .a,.. ily.� ..,. g..e, ....�... .,�.rr.0 llFrl..r ....iwr 'i P 1• .Nt µ- • 1 �y{ e ,�.'iw '.t, ", fir' " f,. k��:, T 1�',' 'ltk lrr ..a' ,''+, ;{• :,p S.; .,r; ..t � ri., �� a M• 3/4' 1/16" MAX SLOPE TOP AND BOTTOM rah y •'r. } iy' rk" CaX 11.5W/ 1/2• DIA. NOTE: $F MK)OD FORK IS USED FOR PRE CAST CONCRETE TILT UP WALL � g J-BOLTS AT 12' O.C., STAGGERED S11 ID GEARING PLATE 3/4' THICK U.O.N KEY, KEEP WOOD WET BEFORE 1•_ • AT PLAN W,/ (w)- 3 4' DIA. pRILLEO GONCNETE POUR TO PREVENT �; /'� DOWELS X 0'-4"f `- BENT PLATE AT EDGE OF U4ERFiEAp DQORS � • AT 4'-0' U.C. BENT OVER Wt O BAR �, ANCHOR BOLTS S IY' MIN. EMBEDMENT SWELLING OR USE t/2" DIA THREADED ROUX 2'-0 ' ' 1/U` RADIUS TOOLED EDGE � ,' IN LOOP INSERT 01r FLUSH SHELL i f STEP EXTERIOR GRADE 1/4" TAKE SPECUJ CARE TO i fs Ix v KEY LOCATE KEY AT MID T p' POy1R JOINT. SIMILAR TO COLD THOROUQNLY COMPACT f , ZAT MAN DOORS � . �` TS COLUMN - SEE PLAN SLAB DEPTH CONTROL JOINT EXCEPT RUN SUB PAVEMENT AND ` ; i SLAB 1" IN 1'-0" � O O I y 1 PROTECT COLUMN FROM CONC1iElE REINFORCING THROUGH JOINTBASEIN FRONT /SLOPE AT OVERHEAD DOORS d I I SPLATTERS L TIGHTLY WRAPPING 30 X • ; • I r OF O.H. DOORS ' i SLAB WITH TYPICAL REINFORCING SIDEWALK - iNs�, j 8' I I M', 15 LB. PAPER. TRIM FLUSH -- -- -.1 ' ' DOCK BUMPER - SEE ARCH. SEE CIVIL I I y ♦ 0 I I N/ SLAB. • LIP ^- �: r : •� I ' I BLOCK OUT SLAB FOR COLUMN. FILL 1 -ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS 'jiI' :1 TYPICAL TILT WALL REINFORCING. .• 1 ! AFTER COLUMN IS PLACED o0 Y u PROJECT 1'-6' TOP AND BEND INTO /� 1____I 1 2 -SEE PIANS ANG SPECIFICATIONS FOR TYPE AND z p O00 -BEND PANEL R£INFORGNG INTO i�, SLAB OVER /4. Z �� o w tS 4 LOCATION OF JOINT. ij 3 1' ° =� COMPACTED BACKFILL :.f EACH iO a r I,.I SLAB 18' OVER /4 '> Y '; • r d r,. e`a 0j? '55 j ,AO SIDE Of WALL - USE CRUSHED I I 'p PAVING OR GRADE : ' • j ROCK INSIDE �' t ,I m ��` f 1' RIGID FOAM BOARD INSULATION c d I--- I COMPACTED SND OR A Y�Q-�QNTROL JC`1NT _._� - SHIM PANELS AT 8'-0' O.C. MAXIMUM ' 'I PANEL REINFORCING i I • ; 5a d, = I I d o• GRAVEL BACKFILL. DO FDN 8A y • 1� M MINIMUM THREE SHIMS PER PANEL) AND SEE FOUNDATION PLAN 6.8 ' R�o :� I ( 1 ,8 t� �/NOT FILL WITH CONCRETE. S'+ OUT MITFNN 24 HOURS OF SETTING po • �— "--COMPACTED SAND OR GRAVEL ——.Ti"_ • PANEL $ • • , C ,. r • �. ' FOOT NG SIZE AND b STANDARf HOOK BOTT - U. 0. N. ~ -*-----TYPICAL FOOTING AND VE.4T2 AT 4'-0' ON CENTER. •' 1 1/B' RADIUS TOOLED EDGE 3j4" X 1'-0" SMOOTH GREASED �o 1/8; DOWEL AT 2'-0" ON CENTER. ► c REINFORCING ' • "° :.�• SEE SCHEDULE \ . . REINFORCING - SEE , 1 CENTER IN SL48. . • FOUNDATION PLAN . y FOR FOOTING SIZE \\ P _� • AND REINFORCING •, •. ( iq . - 4' FDN, DRAIN WITH P s • •.' •.. v _ • FILTER FABRIC S DRAIN � 12) - N BOTTOM ' SEE PLN ROCK - TYP, 0-3" CLEAR 2 SLAB AT WALL APOUR JOINT .� SLAB EDGE AT DOOR OPENING 4 LOADING DOCK — TILT WALL 5 STOREFRONT ENTRY S INTERIOR C DDMEl.EO JOINT INSTRUCTIONS: s3-2 1 �1 -0 53-3 1 -1 -0 OLUMN AT FOOTING 1 -GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES. - '- 53-4 1 -0 _ S3-S 1 d1-0 53-6 1 •1 -0 Z -CAREFULLY REALIGN BARS AFTER TROWELING SLAB TO INSURE BAR IS PERPENDICULAR TO JOINT 8" TYPICAL SLAB HORI7abLW.,j AND VM RTI A t t REINFORCING J -GREASE ONE END OF BAR NOTE: GUARDRAIL REQUIRED WHERE ---� 4 -ALL CONSTRMilON JOINTS TO BE COLD CONTROL. JOINTS HEICHT "A' IS 2'-6' OR HIGHER. 3" x 3" x 1/4' ANGLE WITH 1/2' DIA X 8' STUD ANCHORS S -SEF PLANS AND SPEGIICATIGNS FOR TYPE NOI AT 12' O C. FULL HEIGHT EDGE BENT PLATE AT DOOR LOCATION OF JOINT. _._ N AT 16' O.C. PROJECT JAMB - SEE 4 B 0 D, p� D CON TROL JOINT o 18" AND BEND INTO SLAB \ FDN-dB SEE PLAN 1 1h z 3" EDGE ANGLE. MITRE . • 1/2' DIA. STD. PIPE RAILS il, CORNERS, WELD, GRIND a.�. Revislors for i • r BACKER R00. PLACE IMMEDIATELY ~� SMOOTH, PAINT, �� AFTER SAW CUT (SAME DAY) �- / ' I City O t and SAWN JOINT. 1/` SLAB DEPTH. -- 1 ?� `2-/4 CRIT. SAWING TO OCCUR AS EARLY I r 'I • a AS POSSIBLE WITHOUT SPALI_ING '"- 1 1/2` DIA. POSTS AT 8'-0" Q.C. MAX. i II Plan Review for } SLAB EDGE AROUND N �I • • CONCRETE. DO NC' WAIT UNTIL THE CONTOUR GROUT TO DIRECT WATER I a FOLLOWING DAY. —_ AWAY FROM PIPE 1 PERIMETER OF PIT ; Building Shells INT _ I— BLOCK--OUT INSERT FOR HANDRA9.IL, WITH AT 16 O.C. EACH WAY !! v i = May 2, 1996 - -� ^-� (—I I y '---UNDISTURBED to . (2) OPPOSING /3 TIES X �` ) `' �+ � i ,� TYP. PANEL PElNF. - EXTEND I I— ENTM i' VERTS & 8010 INTO SLAB 1' JO • �� - i' MATCH FOOTINGMl J I I REINFORCING - I c °' o (2) /4 AT TOP FOOTING SIZE AND REINFORCING - STOP REINFORCING 0'-3' .—^ -- +- 1-u " � • •• 8 A.� SEE FDN. PLAN CLEAR OF JCANT /4 AT 16" ON CENTER EACH WAY • 3' EO SHOP INSTALLED'TAB 1,^6" — 3 ;: '. TO WALL THICKNESS '= Ham . > FREE DRAINING (GRAVEL) ` +; ',. r III h;. T WN CONTROL JOINT T ` . o. a BACKFILL FDN-80 FOOTING SIZE AND REINFORCING p POUR JOINT, A FOUNDATION PLN �t 1 CON"MOL JOINT C.J. DETAILS 7 FOOTING STEP PAVING OR GRADE f —�—� 9 DOCK LEVELER PIT -) (3) j4 LONGITUDINAL J 'f! -DN-12 1 �1 -0 1 1/2' G. S:FDN-30 3/4' - 1 -0IA two 0 8 .IIS: :! -3 . I 1/1" BENT PLATE 0 'j li E'A SIDE OF PIT NELSON STUDS 2' 1/2' I ' I ' W/(4) - 3/4' DIA. •v HEAV'f TOOLED GROOVES • `�I 3` 1 1 �' FULL WIDTH AT EACH TREAD '� 11 3/4' RADIUS NOSING-• •. 6' /4 NOSING BAR AT EACH TREAD WITH lyl , DOWEL TO MATCH INTO CONCRETE 1'-6' FOR 'HT' LESS THAN 3'-0" c WALL BEYOND 2'-10' FOR 'HT' 3'-0' TO 4'-6' ;j•1 1 S-J EQUAL TREADS AS REQUIRED SEE ARCH._ i1" MINIMUM 3 10 F3- S: 8 RETAINING WALL DOCK LEVELER PIT "SITE4 1 1 -0 _ S:FDN-31 1/2 1-0 I I I I I REINFOCE LANDING SLAB WITH ;• a /4 AT 24" O.C. EACH WAY X14 X 1'�' TRENCH DRAIN - SEE CIVIL x - . O 48' 0.,. - FACE OF CONC. • `tiLo PROpe �•:"� �••W - 5'-6" 11' 1'-0' \S GINE i0 6'-0' n f Jrp 6 EQUAL TREADS AT 11 EA. H 1 1/2 x 1 1/2" T.S. HANDRAIL • • EXTENSION PROJECTION 1 1/2" 571 3' CLEAR n o,�� . • IR 6' MINIMUM 0, . IN FROM POST. RETURN / 1 1/2" x 1 1/2" T.S. TOP RAIL AND 18 GA. EXPANDED MTL COMPACTED ° AND CAP AT ENO. TREADS AND LANDING. '9 OREGC'N�Q' o b �8 AT 6' 0"D.C.SMAX•ENDS, CORN RS WELD TO INS10E FACE �v�Y 25.' LL W 6" CONCRETE(SIDE WALL L _ • • z — OF EA. STRINGER `FN M\ ►j BEYOND WITH /4 BARS AT RADIUS , . ,o R. 12' ON CENTER EACH WAY 1/2"x 1/2" STL PICKETS EQ. ✓E1cPlRFS 12/31/q(, + /4 AT 12' O.C. EACH WAY SPACED, 3 3j4" G.R. MAX. 6' RADIUS • �'°¢' •• !_' _ (2) /4 CONT. GRIND CORNERS (TYP.) 8 6 e _T __SMOOTH MIN. NOTCH CHANNEL NOSING _ FLANGE FOR RAIL 1 1/2" x 1 1/2" T.S. le 11 LOADING DOCK STAIR 12 T�?ENCH DRAIN DETAIL T.FLOOR - - - -- ._. S:SITECSI 1/2' 1'-0' - S2-16 1' 1'-0 L 3 X 3 X 1/4' X 6' - 1D L ' N-7 W/ 3/4 DIA. DRILLED ANCHORBOLT. 3/16" FILLET WELD TO MC 12 X 10.6 3 16 o INSIDE FACE 3 16 L a Cr .o ,� AN DOMELEN / L001JENGA OF CHANNEL 1"x 3/4" CHANNEL -1 BOTTOM RAIL L _ , PO ~ ` = M / KNAUF 1 8"' MC 12 X 10.6 1/16' 1 B L -- C C*49U ,TW O 9V� 1' 3933 S.W. KELLY AVENUE -0' L ^___1 W PORTLAND, OREGON 97201 IS 3 X 3 X 3/16' W/ 3/8' X S (503 222-4453 9" X 4' BASE PLATE W/ (2) - 1/2' DIA. DRILLED ANCHOR BOLTS 8' (.ML. REINFORCING U L 1/2-3 DIA. DRILLED PER SPECS. ANCHOR BOLT. WELD TO ►Aoj ert /5 VERT. TO MATCH INSIDE FACE OF CASCADE WALL RFINF., EXTEND 24` EA. STRINGER INTO WALL BOULEVARD CONC. CURB /4 CONTINUOUS ENTER 13�I STAIR SECTION STRSECT 1/2 1'-0 to 6" UNREINFORCED 1 1/2C;R J. CONC. SLAB TIGARD, OREGON rnoscr fvo. 95678 it - (2) - /4 CONTINUOUS orf io FTG. RE'NF. 1 O ' DA 7/ °fICAIrTp/V I • • _ 4 �a•sr rfr�r. . 14 DUMPSTER ENCLOSURE FOOTING FOUNDATION S3-14-78 1 1'-0" DETAILS VLMK PLOT DATES: INFORMATION ON THIS DOCUMENT IS NOT 1/24/96 16:211.24 C �• APPROVED FOR CONST'IUCTION UNTIL A 2/756 111 51�4 !rr•ET NO. J 2/1 /96 11:51.;;8 Cascade Blvd,13029(Shen only) BUILDING PERMIT HAS BEEN ISSUED. 956785-3 2/22/96 9:50 40 BLIP 96.0097,MEC 96-0055 25 of 41 If this notice appeo'-; clearer than the document, the docunwm is of marH:ins11 qual:Ty, IIIIII111 I+ . fit I�}(L}III}III i�11111II�i}l i11IIlIil1�� . IIIIIIII11111 IIIIIIIIIIILI . 111}111��,}144 , 1 L #II11�1 111111 tm� r>ai ` �nhm ImNnl mllun►lullml lulhm mlltililludlul nnlnu uninululllllln,11111nlinultan I I�In , -N�Pa„"^rwl*7F�rl�F«7!�M `.'9fi'r'�"R° �RlRnlclfuRt;7g1.91*fT•°�'F!rorN7 .. .. .. ,. .. .: .... .. .,. _ .. .. ,. .. . _ r • ..r G r• Alva �,. i''., ki+t' ! ^' "' :.ai r �,r. 1 1� ':1 ,.z t �'P + 'I'' i. t. n• t1 I S c .y _ ). A.. :Q r", ♦^•�y.'a x t '{, -. r- 1'. µ•` s p T. �" .ill.➢'•may" AT v', F • ... ,. _� 'Y � r✓ sly •? T . ,M ' °y . - I� (•4-� I ,. 4 V". 1 �*f' . ''yt � f GIRDER LOADING DIAGRAMS 7 MARK P d AXIAL LOAD 3 T- 2 6 � GIRDERS i TYPE) (KIPS) (IN ) (IUP CHORD) 16'-0" P P P F F --52'--0"__ 52'-0' 52'-U" 50'-0" O 13,2 52" 16.5k I r - - I NOMINAL SPAN = 44'-0" �) 1 3.2 52" P P P P P P 8" X 18 GA M I T STRAPSI 1'L SUDS a 16 Sk ACROSS RS. T6"THREE AT 16" G.0 TYP IFOR CANOPY BELOW _ ROOFTOP WALLS r �'� RRMOSWAL`R5T 48REE�JOISTS I EXTRA 2 X 8 (FL T) BLOCK Z x 8 AT 16" O.C. 81 13.2 48" W/ M 28B �A"{1CHOk Al WALL AT CANOFY I UNDER ROOFTOP 'A115 --� SEE SHEET 509 FOR + FROM GRID (OUTSIDE FACE OF WALL NOMINAL. SPAN = 50'-0" 21.7k SEE 6 __ ----START JOIST LAYOUT 8'-0" -6 1 S-6� W 18 x SS •.� '�-' ) 29'-0" r LIGHT GA. STI- FRAMING 29. G,• �) t 3.2 52' - - `r P P P P P P TOW + i 2 X 6 AT h2" OC TAW _ /T - ----- C 1 13.2 48" - _ „ NOMINAL SPAN 52'-0" 21.7k _ _ _ = A .•'(,' •' U.F. XTR ,iOIST ----- - ,, i SIMPSUN "MSTA3E" STRAPS UND WALL ' ACRG15 FIRST THREE JOISTS G 5 6 / P iP F P F P P I6 5k T t�F - c FROM WALL AT 48" O.0 ALIGN �� 13.2 52" W/ MT1280 ANCHOR AT WALL SEC D1 13.2 48" - - -- C ;� _ "° • „�» :., _t. _ e NOMINAL SPAN 52'-0" 21 7k --- 28K JOIST AT 8'-0" _ ,� 0 6� 0. _ - - - t 1 a N F///, - - S6 J�El 13.2 52" P P PP 16.5k 24'--8 "2" NS-6 17 T E1 f 3.2 48" 52G 7N 13.2k 52u 7N�13 2k T F 7 ry 1 x I ,k�' 24'17 11'2 t' 1 _ 52G 7N 13 2k r� L - - O NOMINAL SPAN 50'-0" 21.1k `J-6 4 A UB C T 8 X x 3/1 7N 13. F_ /: P ST ND EA 52„ {E / B ACE 01 TION L j +.L• 8 _ '� 4 X 10 REC R UNDER XTENU WALL j S-6 P ST T SPAN TWEEN JUI T __ _ - NAY i,EOGER TYPICAL P P F P F 8 , NF1 13 2 48" 21.7k `IMPSUN "MT128 " ANCHOR :`� - rc AT 4'-0" O.C. E 7 - - `-_ - - f ' P T 4 X t C 1N TI UUU� (?) - - --. 6" DIA SIL PE DIA ONAL - - SPACE QUAL I A ' ---- �`'^• NOMINAL SPAN 44'-0' S-J6 , , � ----- - _- �� IBP ACE (7 LO ATION 1 28K UI_'?� -- --- 4 WALL TEND 1.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR �R NK [R MAINS � __-.-- _ MECMANICA '� ' l j BETWEENt�AND©. / . L L �. SPRINKLER BRANCH G<05 ARE IN THE UNIFORM DEAD LOAD I 5 S-6 - 2 23 5 T ii F 2.) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD - O F / . 1 ` OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD O.W. 52G %N 13 2ti 52C, 7N 13.2k 52G 7N 13 21, 5[G 8N 13 2k 52G 7N 13.2k /' ,` 7 O .b 5 ___ 52G 7N 13.2kt 3.) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS W 1 A (� C p -- S 3 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD 2 X 12 AT 24. C. 10 556 S-6 4 \ / / 4 4.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARINC, SEAT(,, ° - C5 6� BETWEEN;i) D ) UNLESS NOTED OTHERWISE. / _ SIMPSON "MTT288' ANCHOR 5.) DIMENSIONS SHOWN ARE NOMINAL, SEE PLAN AND DETAILS FOR 5� 44 � � ' , AT a'-O' O C. SEEG7 BEARING CONDITIONS. -6 1! t - - S-6 { I? !, S 2BK JOIST AT 8'-0" 6 ) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER I '. � ; 7.) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. CANOPY BELOW ? - TUF - - 8.) NO NET UPLIFT FORCES ON GIRDER _ 22'-1 '2" _22'--f- J2,. 9.) DESIGN LOADS: 25PSF LIVE LOAD. T 0 r 7.0,F. ' ;/ 22' f 12 15PSF DEAD LOAD. T 48G 7N 13.2k 48G 7N 13.2k 48G YN 1}2k �LO.F 6 48G 8N 13.2k x �" __. _ 48G 7N 13 2k ayr_. 7N 1 3.2k y- ilk 0 2X12AT24" 0• i ., T,O. `� 2BK JOIST AT 8'-0" 0 C . / . ;Y�, SIMPSON "MTT28B" ANCN �• AT 4'-•0" O.C. Ci of Tigard t JO'-1 F �1'-° Plan Review fair 20'-1 zo'-1 S-6 0 F T 1]rr zt'-E.. 21•_ o F 21'-0 .� 21'-6" ,� o F , - 2s'-o' �f. 21'- 1'-0 .0. T.0 W M SIM. -^ T O F �T 0 O.F. i' • • JOIST LOADING DIAGRAMS - _ 25'-0" ) - ------------ - W F T.O.W. GG4 tat ��.�D 5 Build She4i i -0 IP MFR c AXIAL OA ��" I D.S. 2 '-0" �9'-0" DS • * `t«:; MARK �JOI`ST. LOAD �/ T.O.W. TOW _ _ & Site Wo& p (F LF) NO. (TOP CHORD) w - j` iJ" 32'-0" S-6 -.- - ---r --- -----^ ZONE 1 �- 32'-0' 32'-0" ZONE II - ------ M•' rf v r W(TL LL) -- ZONE II ZONE'111 -'r Fe 23, 1990 2� 28k 7--__ 3.6K 1�%' o PROr,, a :,' NOMIr'AL SPAN= 41'-3 ``' 31N1E /o '- NOTE ONE END SUPPORTED BY WALL a 3INP r w TL LL _f-_- 17 4 28K 200 �_ 36K 7 O CION Q' NOMINAL SPAN.- 41'-3 1 ^ ROOF FRAMING PLAN BLDG. 1 `��`ti5' 'M�v W TL LU �U •28K 9.3 Cl 400 _'-_-? K NOMINAL SPAN= 41'-3 _ - NOTE ONE. END SUPPORTED BY WALL h W(TLL.- --_,,� 28K L) X60 36K NOMINAL SPAN= 41'--3 " NOTE ONE END SUPPORTED By WALL ' AN DOWELEN / 1-OOIJENQA A 49K 4.9K B 3.6K MCQARRKXLE / KNAUF FUUAL EQUAL EQUAL 1322 28K QO W(TL/LL 3 6 OONBIA'r';40 E�VC�B NOMINAL SPAN= 41 -3 " 3933 S.t•,' KELLY AVENUE (n) PORTLAND, CREGON 97201 NOTE'CONC�NTRATED oaosAAkr' PLAN NOTES: (503 222-4453 DOWNWARD OR UPWARD ROOF PLYWOOD NAILING SCHEDULE - ---_ 1) - INDICATES CONCRETE TILT WALL SEE SHEET S-7. _ NAILING /NOJFcr LONE ALONDARY Ac-PAN -- ANEL EDGES OTHER PANEL REMARKS PLAN CASCADE ALONG PURLINS EDGES FIELD DESIGNATION 2; ---�� - INDICATES STUD WALL I 10d AT 6" O.C. 1 O AT 6" O C. 10d AT 12" O.C. BOULEVARD II 10d AT 4' O.C. 10d AT 6" O.C. 10d AT 12" O.C. _ " 3) ROOF SHEATHING TO BE MIN. 19/32 PLYWOOD W/ SPAN RATING OF 3?./16 P.ND STRONG CENTER NOTES• -- --- -- - - ---- A PARALLEL ARALLEL TO THE PURLINS. TYPICAL NAILING TO BE 10d NAILS AT fi" 0 C AT PANEL 1•) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND III 10d AT 3" O.C. tOd AT 4" 0 L 1Gd AT 12" O.C. _ *" EDGES, 12" O.C. IN FIELD SEE NAILING SCHEDULE FOR SPECIAL NAILING. ME,CHAN&AL LOA05, SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD 4) SUB-PURLINS TO BE 2 X 6 D F.N2 AT 24" 0 C U O N { 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD - OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD. 4) T. 0 F" DESIGNA'ES ELEVATION OF TOP OF FRAMING 3.) JOISTS t0 BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD (BOTTOM OF PLYWOOD), ABOVE FINISH FLOOR. T I G A R D, OREGON OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD 6) X.:_-X" DESIGNATES ELEVA TIONS OF TOP OF WALL ABOVE FINISH FLOOR. 4.) JOIST BRACING IS AT DISCRETION OF MANUFACTcIRER - 5.) ALL JOIST BEARING DEPTHS TO BE 2 1/2" UNLESS NOTED OTHERWISE. \ pAojfc r 'o fl5t378 6.) AXIAL LOADS SHOWN ARE t0 BE TRANSFERRED THROUGH BEARING SEATS, 7) D S DESIGNATES DOWN SPOUT fRf No UNLESS NOTED OTHERWISE. �Fv�enNe , orf • artcA�Ttav, 7.) NO NET UPLIFT ON JOIST. &.) DESIGN LOADS: 25PSF LIVE LOAD, 15PSF DEAD LOAD. y 'k - 9HfFT TrT6f '4t5+ ROOF' FRAMING PLAN BLDG . 1 vLMK PLOT DATES: 1/z4 96 18;23.3 2/796 16:58.16 Y" 114FORMATION ON THIS DOCUMENT IS NOT 2 �" 11 5378 Cascade Blvd, 13029(stlwi Only) APPROVED FOO CONSTRUCTION UNTIL A 1/19/96 16:52.37 stit•T S - 4 1.25 EIUILDING PERMIT HAS BEEN ISSUED. Z 21 96 9: 2.24 956785-4 2,2 /96 9:(52.24 BUR 98-0097,MEC 96-00 i 26041 -,GA. ._ _ ...__._ --- ,y`:- '.cl/:.:."a-,r .wl;�,'c.:ad�,7{u:a'riiwii'Iw'-'+b/•�r• � - If (Ilk police appears clearer th;n1 the document, the document is of nuwginul yua';ty. tl�ll�I r ti i' m l►1►It11 1. • �{: I., _-.VNOR D30 XI�IIIF .. i �nhm iiahm InIIInII!II!IIIIItInIhnl Inllnnillllhnl Ilnhnl Imlunmulnnlnlllnmm�lni�Ir11�'fih Irl In 1 , Y I S 1 2 3 4 5� 335'-0" GIRDER LOADING DIAGRAMS W 25'-D" - ---� - _-- - - __ 50'-0-0 50'-0" 50'-0" 54'-0" - MARK P d GIRDERS AXIAL '_ORD 54'-0" 52'-0" (TYPE) (KIPS) (IN ) (TOP CHORD) � �- ��- C-9 52' I I I { 12.8k i / 21 Ok ! , Lo 45" �- NOMINAL SPAN 50'-0" (5) 52" P P ' P P P f AMING AND WALL _� 6 ACING AT BOTH 12.$k 21 Ok I 60'_6" I TOfEAC.N ENTRES Y I _ 41'-0" f B1 48 I SIMPSON "MSTA36" STRAPS ril NOMINAL SPAN 50 -U" ACROS' FIRST THREE JOISTS �---- CANOPY BELOW /2 X 6 Al12" O.C. FROM y,-ALL AT 48" O C. ALIGN! I l /'""`CANOPY BELOW ,2• Wi 4TT2,,8 ANCHOR AT WALL i GLA v-+-x 3jc- C- -- r �( SIART JOIST LAYOUT 9'-0" C� SEE 8 6 IIll 1 -� FROM GRID OUTSIDE FACE OF WALL) i z 8k 7 21 Ok l s✓F j I 1 ! 6. O c s-6 5 1/e' x I C= b'-o" Ct 48" -- - ' \ _ --- 2 X 6 AT 16" o c AT Y ° 2" O.C. 29'-D,. � tE'- ' 2Xa'JA71 NOMINAL ;PAN 50'-0° + { __ i �`\ =1 CAN h 0 W RI z 1 P P P f P P SiMPSO MT118Q" ANCHOR 0. = / B' X 18 GA MTL UDS 52" / - ~ / AT t AT 4' U.C. SEE 7 6' �! O C. EXTRA X r. LAT) TU-3 128k 21 Ok Lo TOF r :_ _ y, , BLO LNG U DERE MEIN UN,T N w ^N • �1 48• r� END RO TOP WALL - -�• �� c� ' •�C;7F F NOMINAL SPAN. 54'-0, 1 , fr- F o aNc)R -�-,y -- - t r►. I r , pLg WALL (0 C 1 52' N 1 t CIA 157E I C r ' ' 2 M. JOIST$ AT a'-O,. I I , r P P " r ,• � r 'r r • RACE 4 RT)-4 = / / ' - V SIMPSON "MSTA36" STRAPS g _ - ME'H UNI 4-0" PAST/ y ACROSS FIRST THREE JOISTS IL 11 Ok E D OF ALL (T ) 1 FROM WALL AT 48" O.0 ALIGN rc 2.8k !� \8RA E.xADD IONAL"4 X 10 BELOW F EA , "R W/ MTT288 ANCHOR AT WALL �E1) 48" - L"J 0 8 (�) �� (�� POS TO-2 N BET EN .1 ISIS � � n /. � u �, � ;� Y SEE - 8 NOMINAL SPAN 54'--0" `4'-9' J `J ?) �J 5-6 1 52G 7N 12.8k 52G 7N 12 Bk I I �` f n F % 8k 52G 7N 12.8k i �� 5:?G 8N 12 Bk ,' , ,' F) 52" F P P P S-6 24 -9' LN1 92G 7N fZ.Bk 12.8k 11 )k OF MtCH UNIT I O RTI-4 �I C� /� ! / / , F { ��k• - - ------ __ - - -� \ I ME N. UNI �1 48" - RTU NOMINAL SPAN: 52'-0" I i MEC UNIT _ F O TE S. T 7' " 7 r r , � ' 7 N1 596 j ---Z6K J015 5 AT B` 0" O.0 - �' Tt}-� - - S-6 MECH bNfT ^Y 8 _ � I r I / r .r S-L O CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR 'SPRINKLER MAINS AND + __ - Y \Y\ + 6 MF_GH ANICAL ORDS SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD. _ �, ' � ' r , . - ��, BETWEENIJAND®. 2) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD / j,OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD23'-6' ` , S�5 ' 3 ) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS 51G 7N 12 8k O F. j x. I 10 I 52G %N 12 8k 52G ;N 1LBk 52G 7N 12.9k + 52G aN 12 Bk � � ' OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM C;IORD. l �\ .Tak k ,y �S-6 4 } DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR I � t ( - BEARING CONDITIONS. 4� S-6 (2) 2 10 A OUND II _6- 5.) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER S--bJ t BETWEEN(,. IAN 3 � - " ( R -5 _ - 8 ,E OF ECH. -� J ME H UNI r• � ) I � UNI TYP i •".'( h X �{�• �, ' 6.) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. 2 R U-4 ?;; :C :x• iC - SIMPSON "MTT288" AN'NOR p" O.C. MECH. N17 a, ,,' xX,' 7.) NO NET UPLIFT FORCES ON GIRDER r 26K 1015 S AT B- l /; f f aT 4'-0" O.C. SEE 7 p 1 . . I , r r . . I r ;., '.� X,' y _ I _ _ i ' r x J• 6 9 ) DESIGN LOADS 25PSF LIVE LOAD. r.,, K� g 1 15PSF DEAD LOAD. / _ �IEDGER TYPICAL - $H7- . UNIT - RTU 22'-- 3" 48G 7N 12.8k 4BG 7N 12.8k 12.Bk UNI fTiF 48G 7N 12 Bk 48G 8N 12.8k 4 -�" Cl �� Tigard Ct 1 _ 8G 7'- {g.>�1c CANOPY BELOW i I I t '� -- �- - -- -. Plan Review 1ew `RT 2 _ yi O.F CANOPY BELOW • JOIST LOADING DIAGRAMS - 25.= " z,= T ME H. UNI B1i11C�1�1 Shells T.W TUI RFU- -- 9 U-I H. UNII MARK W MFR AXIAL O 26K JOIi S AT 9' MECH. UNIT ` 3 ., ?. JOI T L LOAD __.. -� r r r MT=CH UN1l'< r, i Y O (PLF, N0. S S (TOP CHORD) O.F� - - y I ,� g & Site Fork 81 (d x' Tl LL c7 "' `' r j ✓ Fry 23, 1996 -- -,F 1-4 -2" 21' 2" 21'-P" _ - RTU 7 �r " y - "1'- 11 ( t 200 26K 21 -f 0 �_ O' O F MEC UNIT - 21' 7" 2l'-2" 21'- ;'� (0 PRO 1 OF OF _T `�� P E� 3 6k -� 1 Tf F 21'-0 O.F O F 0 F. ;K 1 .� -- - - " O 21�-0 r'. 29'-0_ o �`' GINF `'x T O.F �, F ', NOMINAL SEAN= 4'= -0" T. .F. •. .. ,"• m 17883 T 0.W '4 �4 9 r 5'-0" D.S. D.S. i";� NC1E: ONE END SUPPORTED BY WALL. D.�. D.S. D.S. D.S 2 '-0" 1-0 /Z. 1 T O W. g' n' A -' ----* -- T.O.W. JL�tiI `_ I / lr��I' �2 1 ?10 i_-;K 3 6k R. M� j NOMINAL '..FAN= 40'-0" �1cpIQ6S 12�'3llq(o _ J ZONE I 40'-0" ZONE III 32'-0" ZONE u - T-__--__._ ___-----�I�--...---- - •-�--:__... __ -------._ - ---- ZONE I 32'-0" ZONE 11 40'-0" ZONE Ill (3), °p 16K r;k 1 ROOF FRAMING PLAN p NOMINAL SPAN= 20'-0" BLDG. Z - -- WI TL LL �) X2700 16K `.�7 12.1 -- I VAN DOAIELEN / LookmNQA NOMINAL SPAN= 20'--U" / 1�1�1� 26K CONBIJLTINO ENCHMM TU 9 1 200 l k 3933 SW KELLY AtitNUE PORTLAND, OREGON 97201 PLAN NOTES. (503 222-4453 NOMINAL SPAN= 40'-0" 1) - INDICATES CONCRETE TILT WALL SEE SHEET S-7 -' r•IOTE:SUPPORTED BY WALL AT(D ROOF PLYWOOD NAILING SCHEDULE - - � W(TL/LL) NAILING _ � - CASCADE F 26K ) ZONE BOUNDARY k PANEL EDGES OUTER PANEL. REMARKS PLAN 2) �� - INDICATES METAL STUD WALL. (� 60 3 6k _ _ ALONG PURLINS EDGES -- FIELD - DESIGNATION BOULEVARD NOMINAL SPAN= 40'-0" STRONG CENTER I tOd AT L" O.C. lOd AT 6" O.C. tOd AT 1.�" O C 3) ROOF SHEATHING TO BE MIN. 19/32" PLYWOOD W SPAN RATING AXIS PARALLEL 'TO THE PURLINS. TYPICAL NAILING TO BE 10d NAIL 3AT 16" 0 C 6. AND AT PANEL 3 5K 1.75K N ONE END SUPPORTED BY WAIL It 10d AT 4" O.C. IOd AT 6" O.C. 10d AT t2" O.C. - i'%, EDGES, 12" O.C. IN FIELD. SEE NAILING SCHEDULE FOR SPECIAL NAILING. - -- 4) SUB-PURLINS TO BE 2 X 6 D.F.#2 AT 24" 0 C. U.O.N. W(TL/LL) nl 1Od AT 3" O.C. I tOd �,T 4" t1 C 10d AT 12" O.C. - 200 26K - - 5) X-x DESIGNATES ELEVATION OF TOP OF FRAMING NOMINAL SPAN= 40'•-0" TT O F (BOTTOM OF PLYWOOD), ABOVE FINISH FLOOR. T I G A R D, OREGON NOTE:SUPPORTED AT WALL AT (J 6) X'-X" DESIGNATES ELEVATIONS OF TOP OF WALL ABOVE FINISH FLOOR. CONCENTRATED LOADS ARE DOWNWAdD OR UPWARD, Povojecr No • 9L'47S 1.)C 7) D.S. DESIGNATES DOWN SPOUT. rA1-[Na 1.) CONCENTRATED I GADS TOP AND BOTTCi4 CHORD ARE FOR 3P$I!!ILSILR MAINS AND VA re • 2-23-96 ANICAL �,�, SPRINKLER BRANCH LOADS ARE IN THE UNP ORM DEAD LOAD AFvr�Iorus 1 BATE . tMlCAMTpN 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF- 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTnM CHORD 4.) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. 5.) ALL JOIST BEARING DEPTHS TO BE 2 1�2" UNLESS NOTED OTHERWISE. 6 ) AXIAL LOADS SHOWN ARE TO Bf._ TRANSFERRED THROUGH BEARING SEATS, UNLESS NOTED OTHERWISE. swerr rrnE 7.) NO NET UPLIFT ON JOIs-r ROOF FRAMING PLAN BLDG. 2 DESIGN LOADS 25-SF LIVE LOAD 15PSF DEAD LOAD VLMK PLOT DATES: INFOhMAT10N ON THIS DOCUMENT IS NOT 1/24/96 16;30.39 APPROVED FOR CONSTRUCTION UNTIL A 2/7/96 1 o:55.F lNgr,M S - 5 7 Ot 41 Blvd, tEC gs.)05 only) BUILDING PERMIT HAS BEEN ISSUED. 99678S--3 2/25552/96 9 54 23 BUP 960097,r+1EC 95 DU55 _- z7 oral If Ihis notice appears clearer Iha.I the document, the document is of mar-;'11:11 jill, y. IfIII�I +(CDVAM- � 1.Ii`F.}Ili r 111II�Il�I I +I+�Ilrf IIII�tIt11111 itllili�Ili i ililili�� t ! . _>1 �1►I► N TE ,r �I++ �rir +iml+I++I++n+nIIIIIIIIIuIInI Inlllm Iluinn I!Ilhnl VIIInII►nulullllnllmm�lllnn unl t 1111 113 30 x : 4 -40 II�1�_ _ JRG.�F SHEATI{SNG Ill - SEE --- I I — '4�� 3'-0•_ PLAN W1 SD4PSONHANG T ----rAu ll:R - SEE Ue' P S+iATH7NG LEDGER AND St!- r r--- _ U 7 It NAILER PLATE -SEE PER DOUBLE ROW DLO-H G I PURLIN BEYOND f (2} r3 X t HAIRPINS ROOF SHEATHING 10' - 1/e X 1 V2' X 10'PLATE �� EDGE NAn-LNG r ' 1 0 EACH DIRECTION) AROUND STUD ANCHORS PER PLANTh 3D-MARLIN 1 EA. SIOF. OF PANEL JOINT. h 1 4 �^ ci --- l V4' STIFFENER rPLAT�EWnH CENTEI9 LINE J Vr A - -- - ----------- ----- - - y I I I W MFR. 3/, I' X -1 1/2'X r-i'045M 91. As 4 as PLATE EACH SIDE OF PANES. JOINT 1' TION COLTS 3/4' 11/2, NELSON 3STUD ANCHORS L� \ ;t :NJ QONUITZON _ / U4 � E 014 X 1 %7 �.6 SGR TYP. 2 V2' VERIFY AT K' C r. r , WITH MA"ACTtRER, i ANGLE SEAT - so 1/4 If MIN \_�T PBt PLAN TOP CiIORD Of JOIST` frwgp:arar. �naa* i �' --- v.. 3` PWS on MINDS r '-- VY x t-'m' BEARING PLAT! W/O) 3/4'DIA. AM COLTS � t \ SEE PANEL GAGE AT v - 3/4' X r-Y x I'-y' EMBED PLATE , EACH GIRDER , ET--kP GNK WITH(a)- 3/4' DTA x 4' LONG ;•� CONCRETE TILT-�' WAL� - NELSON STUD ANCHOIRS ; ; \ JOIST IY*v A JOIST PER PLAN ' i' X i' X t/2' X I'-d A,,NGL,F WITH i 4' x i' x 1/a' ANGLE x a-e' stABlLsase LATH 2- VY CLI. EXPANSION ANCHORS - n+ ^\ • Va' X I I/r PLATE r V4 STV4W-` ':E AT GAITER LINE r -- � A ' T.S. C4LI11.IN PIER PLAN t�r M iTic'P— J L 3'-0* STEEL GIRDER E`ER PLAN 1 � � (2)- N X HAIRPINS STEEL GIRDER PER PLAN 1 QO NDT uEt r ', Ar• t i (, EACH DIRECTION) AROUND STUD ANCHORS ' 3/4'ST - GIRDER PER PLAN _ �' AD11..ZZEIIt PLATE x i' x G' FIELD GQNDITION - �/�- 1 STL. GIRDER O TILT—UP WALL 2 GIRDER SUPPORT O TILT—UP WALL 3 STL. GIRDER O T.S. COL. 4 JOIST O GIRDER —' '1'�°' S6-2 —� 5 GIRDER SUB—DIAPHRAGM BLOCKING 56-3 1 •1 -0 �`- RFS-6 1 .1 -0 RFS-9A 1 .1-0 P.T. 2 x 6 LEDGER BETWEEN -TX PRESSURE TREATED TOP M ATE ANCHORE,7 W JOISTS MATH (4)- 3/4' DIA. 11, WEDGE ANCHORS (2)- ?0d CaALV. NAILS AT 14' O.C. 1� PROVIDE SIM'5-N 'MTT2M AT 1/6' GA SIMPSON 'MSTA3i' ACROSS FIRST THREE JOISTS ✓ 4 TYPO. FROM WALL AT 4'-,D'O.G. TO MATCH STRAP AT WALL ANC /1/4' Hj.11 r I C O.G. N/3/4HOR DOLT W�'44 ADHESIVE EMDEDMQJT. INSTALL SHEATHING NAILING (SHOLIN DAswm) X 2" X 4'-0' S� BAR CENTER LINE 12i STRAP TIE. SEE PLAN. T NAIL TO StJb-fURLtnI EACH SIDE OF BEAM D 1 8' 2' t '+NYq ��PURLIN - SEE OF JOTS `� j �i I ROOF SHEATHING - SEE PLAN FOR 1/2' X S' X 6' BEA NC PLATE )q I� �� 1 81+12' l I12 O 18' 2' . '� - _ _ --- _ _ 2 x WOOD PLATE (OPTIONAL 1 3/4' LLVEL.) 1/8. u NER AIL , WIDTH TO MATCH JOIST WIDTH. I , SIEi-PURL3N - SEE PLAN A r 1 % 1r 1 1 1/4 14 9 SIMPSON 'F' SERIES HANGER 1 4 14 + 10 1/2" 10 1 2" 10 11/2 . SUB 'PlI.IR-IN. SEE PLAN ' 1 A• l{. 3 I h \ —SIMPSON 'F' SERIFS 7' x 4' x 1 2" x 1'-10' ANGLE W - HANGER. AT SIM. CONDITION ; OPEN NEC STEEL. JOISTS AT W-0 D.C. WITH / , —7' x 4' x 1/2' x 2'-8' ANGLE W/ X14 WOOD SCREWS X 1 3/4' At 3i' O.C. `` ' (4)- 7/8' DIA. WEDGE ANCHORS. HANGER. EACH SIDE OF TOP CHORD(STAGGERED) GONG. LLlL.L �I+ I 9 (3)- 7/8' DIA. WEDGE ANCHORS. USE SIMPSON 'LD PAIVEi. j II' �I i' , W/ 4' EMBEDMENT , STL. BEAM PER PLAN W/ 4' EMBEDMENT � W/ NOTCHED BEARING SEAT SECTION A SECTION A (AT PANEL JOINT P.T. 4xb LEDGER WITH 3/4'O F Ili' EXPANSION ANCHORS W 4' � U ' ET1T AT 3'-m" O.G. U.N.O. 2 1/2TYR AT SIM. CONDITION USE OPEN WEB STL GIRDER h 01 LEOCER BOLTS LEDGER A� ' PER PLAN , IV y/ C 12 X 20.1 W(10)- DR?Llm A.O. W 4' I� 7 SUf3PURLIN ® WALL 8 SUB—PURLIN O JOIST " EQUAL EQUAL EQUAL A�,,y L 56-7 S6-8 1',1 -0 ��,.My ' * J L r1 r e Revisions for 2� Citof Tigard � -- STL BE 4M PER PUW W City 2 gZ7 3 '/Z (8) 3/4' DIA- A929 DOLTS AT CHANNEL Plan Review for 6 JOIST 0TILT—UP WALL s6-6 9 , -o STEEL BEAM AT GIRDER 10 DRAG STRUT Ci�NNECTICN 95878\S6-9-78 _17—Z-17701 �-�-95678\S6-.10-78 , . , _D Building Shells May 2, 1996 18GA I' WELD HANGER FLANC `,�• I it 18GA I h TOPTO 2 FLANGE SEE 1FOR E ,I lull ,�QEp PRO�EJ' INADDITIONAL rrr�0. PL�� v4�5�i�p1NEF9��s 140' DIA. POKER ACTIATED FASTENER IN O.G. (HRU PLYWOOD TOO BM. FLANGE EA. I/4' STL. PLATE N/ (9) - 3/4' DIA. ft 17883 O� SIDE OF DM. WEB PD.T. 4 X 4 LEDGER N/ 3/4'DTA. "32' (*2) WB SCREWS AT EACH, WELD X 3 X r li GA- STRAP AT 4-m' D.C. LI/3/4 DIA. DRILLED CONNECTION - �IDA' � „OREGON - WEI.p HANGER GONG. WALL� �EXPANSION ANCHORS H/ 4' EMBEDMENT ' � r. FLANGE TO AT 3-0' O.G. BM. TOP 14GA 7 FLANGE 2siwsoN x b SDC-f°t1RL]N ;a/ PANEL ST�L.FPL TE AT AN O X�/rW1 4' EMBED JOIST METAL ROOFDJG PER SPEC- ,/-CONCRETE PANEL FLANGE / HANGER •F' SERIES ---- - -- BOLT F� R f '•� - I/Y DIA, X 4' ANCHOR 70-T'S I R 12/3114�O 114"V •' f. (I) iACH AT TOP 1 BOTTOM AND 1/8' DIA. DRILLED A.D. '" Oi CENTEKED. G 12X20.1 N/ 00) SUB-f'uRLIN PER b- • C I PLAN N/SIMPSON in , Q 'F' SERIES HANGER 1/2' X 1Y X 17' - 13/4' METAL CANOPY 12 AT 24 O/C. BEAM GN MSTA3b ACROSS EMBED PLATE N/ (4� - TYP. JOIST PER PLAN AF— BEAM AT 4'-0' O.C. TO ALIGN �" ____ 3/4' DIA. X 3' NELSON I /Z• W1 SKEWED SIMPSON - N/ STRAP` 4t NAIL L" STUDS AT 9'O.G. ROOF JOIST PER W HANGER HAT CHANNELS AT EACH END A PLAN STL. BEAM PER PLAN 2 1/2' � P.T. 4 X 17 LEMGER N/ 3/4 DIA- 24 O.G. N/ ..>- 118 TEK SSS - N/ SIMPSON 'LD' HANGER CONIC. WALL PANEL STEEL BEAM PER PLAN DRILLED A.D. N/ 4' EMBEDMENT AT EACH TRUSS AT 24' O.C. 3 I/r x 20 8e. METAL - AN f�MEL.EN / IODIDE NGA CONIC. TILT WALL STUDS M / KNAUF L3' x3' x Ib ' 11 .SUB--PURLIN AT STEEL BEAM 12. STEEL CHANNEL AT WALL 13 STEEL BEAM AT WALL 14 ROOF JOIST AT SKEWED WALL �. t _ 95678\S6-11-78 1' � i'-0' c-'_ 95678\S6-12-78 1'. 70 B ,• C��T1'1Ci 'J� C- 95678\S6-13-78 1" 1'-0' 25678\S6-14-78 1' 1'-0• '' I, 3933 S.W. KELLY AVENUE CANOPY 3 16 � -- PORTL ANO, OREGON 97201 3 16 X71 Vim^ 18 CA. X 8' "CC" STUD (l'j Il;il' (503 222-4453 { 3/8' X 1'-0' X 1'-0' EMBEDDED , S r 16� 18 CA. X 8" METAL TRACK ' b 41' I4 JMoe�; , i 3/16• .� PLATE W/ (4) - 1/2" X 4" � � � '' 4 3/ ' 18 GA. X 8' 'CC' STUDS -- - �+ I I. rwo�rer . NELSON sruos AT � �• t 9' 0 C EA. WAY - \� AT 16' O.C. { ` /l !' CASCADE 3/8" KNIFE PLATE '1 > 620 STEEL PIPE ' -•�- 1/2" PLYWOOD W/ /10 SCREWSMETAL--- BRACE a BOULEVARD 2® GA. CORRUGATED MET » \ DRAGS N/ 3/4'0 ' + BETWEEN P l� ��/�_�` PIPE BRACE NOl A325 THRU DOLT �r �s . �� 2 O.C. IN FIELD.N BLOCK ALL ~ SHOWN FOR CLARITY 1 1�'2' DIA. PIPE ARA(-F — fl 3 16 - ---- ' ,-' EDGES. CENTER W/ 3/4' DIA. THRU BOLT 3/16_ 6' DIA. STEEL PPE f. 15 CANOPY AT DOCK _��–�` AT EA. END i 3/8' SIDE PLATES (4 SIDES) WALL BRACE W/ 3/4' DIA. — NOTCH PIPE ' 1/2 W/ NOTCH FOR KNIFE PLATE �� _ _ _ — THRU BOLT. NOTCH AT 1 CAN78 3/4* ;_17-051 AT KNIFE PLA \ j, TS 8 X 8 X 3/16' POST KNIFE PLATE \ '/r KNIFE PLATE W/ 1/4' KNIFE PLATE TYR /16 SEE ARCH. TIGARD, OREGON 3116-V - CONIC WALL T1'P. _.- 1' 74 -- TS 8 x 8 X 3/15' STEEL SADDLE HANGER X 4• A- rte.` T. P.T. 4 X 12- / _ owon'cr.,o 95678 W/ (1) - 3/4' DIA. 1/4 TYP. �/ 8' X i8ATA16' O.C. - �&e r+o. . rH BOLT _ -� Ile _ OA 7/ 2-23-96 -- �/ Ihtvn VA r2-96 1/r BASE I-Lar: DENERI►L REVISION -- I 18 GA. MIL. TRACK CONTINUOUS lifft 25 II \ THR11 BOLTS 1 I W/ /10 SCREWS AT 8' O.C., TS 8 X 8 X 3/16" (!' \ STAGGERED. *1' GL 3 1/8" 12" P.T. 4 x 6 CON T. -_ NAILER P1.Ad I I TS a 8 X 3/18' W/ (4} 3/4♦ A`; BEAM HEDGER W/ 3/4' DIA. n+;� o DRILLED A.B. W/ 4- - ROOF JOIST EMBEDMENT AT 4'-0" O.C. 2 X 8 (FLAT) BLOCKING BENEATH X 6 JOIST AT 24• O.C. 1 7 BRA,;E CONNECTION DETAIL ROOFTOP WALL W! �51MPSON "U26" AT � i',':: � �' �\ -ADDITIONAL 4 X 10 DIRECTLY �Xr rrrt.l . EA. END S6-17A 1 1177'1 -0 UNDER POST 1 9, FRAMING WALL 18 BRACE AT WALL S6-19-78 ' 2 FRAMING 6 CANOPY AT DOCKS . _ DETAILS, _o V,,MK PLOT DATES: 1/24/96 16:32.2 INFORMATION ON THIS DOCUMENT IS NOT 2/7 996 17:1.54 2 APPROVED FOR CONSTRUCTION UNTIL A 98 11:58.48 smog No. S Cascade pled,13n2�)(Shell Qnly 6 BUILDING PERMIT HAS BEEN ISSUED. 958785-6 2/22%9F 9:56 426 + BUP 96-OU97,MEC 26 of 41 9 If this notice appears clenn'l 01:111 (Ile document, Ilse document it of ntarkinitl qua",ty. IvpllJill Ii r11I�I��II{ Ill�ilrt} �iIIII��II�Ii lili��lil.! i1iIlI�J I IJill il�+� .. ` r�I�il►utNtll Irnlrm��iulnu inilnu nnlnntlnllnu mllnu+nnlmiimfinpiullm�,!�nt, i Fill e Sills, lodgers, piotee, eta Embedded in or in contact with LOCATE CONNECTION AT MID--HEIGHT AND V-0" BELOW `v_--- TOP OF FRAMING (2 CONNECTIONS PER PANEL JOINT) SiRUCTUr:"L NOTES concrete...........Pressure treated Doug. Fir #2 t. Posts... ...... . .... . . ... ..Douglas Fir #1 I j T LATE TOP OF FRAMING. BOTTOM WHERE PANEL. JOINT OCCURS AT BEAM UNE, LOCATE 2- Roof, flour and wall sheathing to be APA Rated Shsuthing, Exposure / OF PLYWOOD ONE PANEL CONNECTION AT MID-HEIGHT ONLY. t GENERAL conforming to APA performance standard PS 1-83 and to !CBO NER- 108 Ser - - - -- " _ �. - - "-- !! 0'-3" X 3/8" X 1'-0" FLAT BAR r 1. These notes set minimum standards for construction. the drawings govern draltil for required thickness of sheathing and/or span rating. Install ____ __ _ \� __ -0. -WITH 2- 1/2' DIA X 1'-6" NELSON � --BUTTERFLY CONNECTION: 1/4" PLATE x 0-3" w over tittle general notes to the extent shown. roof and floor sheathing with long dimension perpendieutor to supports and 2 �4 CONTINUOUS AROUND / DEFORMED BARS BENT AROUND EXTRA X 0'-8" WITH 1/4' SLOT AND 1/2 DIA C'tNTER 2. Contractor shall verify ail dimensions and conditions on drawings and in stagger end joints (unless noted other w se ,n drawings). Use spacer tool to PERIMETER OF PANEL VERTICAL #4 BAR BY 4'-U" LONG. HOLE. BEND TOP AND BOTTOM LEGS IN OPPOSING field Coordinate locations of openings through floors, roofs and walls provide 1/8' end and edge joints, including tongue and groove joints ' / DIRECTION1, TO FILL JOINT, with architectural, mrchanlcol ord electrical plans. Notify Van Domelen Install 2 x 4 or thicker blocking of unsupported joints in wall sheathing. TYPICAL PANEL REINFORCING EACH SIDE DO Looipngo / McGorrigie ; Knout Consulting Engineers (VLMK) of any Block roof or floor sheathing where noted on drawings. / FOR 5 1/2" THICK PANEL - �.,,< NOT OVERHEAT' discrepancies. 3 Framing anchors, joist hangers, post caps, etc. To be "Simpson" or opproved #4 AT 1 -2" ON CENTER EACH WELD EACH LEG 3. Contractor shall p^ovede oil necessary temporary support prior to completion equal. WAY - U 0. N. / 0'-8" LUNG FILLER ROD BY JOINT 5 00 NOT OVERHEAT of vertical and lateral loua systems. VI.MK has not bean relined to provide 4. Ail bolt heads and nuts clearing an woad to DO provided with a washer. /16" ✓ 4. any services related to jar) site sdfet Precautions. or to re.iew the means, 5 All nulling to be per Table 250 of the UB.C. Nails called for on the TWO CONNECTIONS FOR EACH / `W1U1H + 1/8" Y P 9 P � J 2 1/2" z 2 1al2" x 3j8" x 1'-0" ANGLE methods, techniques, sequences, or procedures for the controctar to perform drawings ore to De common vela. SIDE OF PANELS AT MID / WITH 2- 1/2 DIA x V-6" NELSON t work Unless we ore specifically retained and Lompensoted to 00 otnerwise, E Cutting and notching of joists not otlowed. 1" diameter no'^ may be drilled HEIGHT AND 1'-0" BELOW " INTERIOR FACE DEFORMED ANCHOR BARS BENT in the center t TOP OF FRAMING , l 1 2 X L 1/� X 3;8" X 1 NILL ANGLE our work is limited to the design of wok described on our drawings for this /3 of the member depth. All other holes to be approved. � / � (POURED UP) OVER /4 x 4'-0" VERTICAL project 7 Studs mug tie notched in the lower 1/5 of the height of stud for electric and / WITH 2- 1/2" DIA BY 1' 6" gELSUN -, 4. Where reference is made to ASTM, AISC, AG or other standards the latest plumbing pipes, but no part of the notch is to us deeper than 259 0, width DEFORMED BARS GENT OVERXTRA - -- _. " issue shall apply, of stun Noes of diameters up to 1/3 of width of stud may be driiied in / #4 BY 4'-0" VERTICAL 5. inspection and/or job supervision is not provided by VLMK stud.m -�F=27 OR S37 f 6 All work s.iuil be in strict compiiance with the latest ed:tion of the 8. All laminated beams to be Douglas Fir with Fb = 2.4 kill per At IC 117 _ _ Uniform Building Code (UFC) as at by the State of Oregon and alt otner Specrf cotion. Combination 24F - V4 for simple span booms, all others 24F - `"7 2 #5 FULL HEIGHT AT EACH state and tocol building requirements that apply. V8. Laminated columns to be any combination symbol and grade with Fc y 1500 I / SIDE OF OPENINGS AT Design criteria: q psi minimum ord E 1,800,000 poi minimum. Appearance grade to be c • �=- a. Basic root Liv 1 / �--- OPENING,. IHSS THAN 3'-O � � BACK UP ROD i50X OF ' cad.. 25 #,Sq Ft. industrial, unless otherw 6e noted on drawings. AITC or A P A-t.W S X 7'--0 STOP REINFORCING I I -- EXTERIOR FACE U 0. N JOINT WIDTH. b. Wind. . ....,.... ...UBC 80 mph Exposure 8 Certificate required. Use waterproof glue 2'-0" BEYOND OPENING \ LL 3 4" TYPICAL 3 4- CHAMFER AT ALL c. Seismic . ... . . ...... Zone 3 X QWWHERE 2'-0` EXTENSION i5 \V1 ��"'fffTTT J 1" CLEAR - / `-' -- CAULK JOINT " 8. Mechanical equipment, mechanical and sprinkler piping (urger than 2" STRUCTURAL /c MISCELLANEOUS STEEL ,-� NOT POSSIBLE PROVIDE EXTERIOR FACE U 0 N ��1='eL EXPOSED PANEL EDGES diameter or any other items producing u hanger or support load of over 50# 1 Detailing, fabrication and erectidrr shall conform to the steel construction 4 90^ HOOK x 0'- 6" 1 (^ V�¢ shrill be hung by o system opprovea by 'ANK. Any Monger of support pr,tducng manual of AISC. S_7 _ ADGIiIONAL NOTES AT DETAIL _-) ADDITIONAL NOTES AT DETAIL- g 7 F a rood over 200/ shall have additional froming installed to transfer these 2 All steel to be A36 except as noted. 2 #5 AT TUP AND BOTTOM ioaar to the ni structural booms or wall unless otherwise approved. 3. All welas to he mode by certified welders to AWS strindaii with E70XX OF ALL OPENINGS EXTEND 9 These drawings have been prepured solely for use in the construction of the elecbodes 4 2'-0" BEYOND SIDES Cr OPNG. Cascade Boulevard Commercial Center Loa:atsd in Tigard, Oregon. Possession ,f 4 Unless noted otne,w se, bolts to be A325N for steel to stew' connections and S-7 WHERE 2'-0" EXTENSION IS 4p• -^ k..,. these druwngs does not grant a license to construct or faDricute the whole, A301 for anchor halts and connectiors with wuod. Provide standard plate NOT POSSIBLE PROVIDE _ PANEL CORNER CONNECTION TYPICAL PANEL JOIN Of arts of this project in other location washers under all bort heads and nuts in contact with woof. T , P P N s / 90" HOOK x 0'-6" 10 In p•rform,rg our professional services, VLMK has used that degree Uf care 5 All strucl.rol h,b.ng to be ASTM A500 Grade 8, Fy - 46 Ksi. All steel pipe 3 and skill ordinarily exerc.sed under similar project circumstances by to Do ASTM A50T (Fy = 36 kai) or ASTM A53, Type E or S, Grade B (Fy = 35 S-3 FINISH FLOOR N.T.S. - I . �7 2 �1 1�0 7 FDN-3 1 1 2 .t'-0members of the profession .n this locdle. No other worrunty, either _ _ _ r expressed or implied, s made in connection will) a r ren.' .r ng of 6 All I;ght gouge steel 16 gouge and heavier shall be formed from steel of at X' pr.,fessionO services ASTM A5/0 Grade D w th Fy - 50 list Light gouge steel 18 gouge and lighter tml - _ shall be formed from ASiM A611 Grade C with ry = 33 ksi. Detail and 'L WORK fabricate Gght gouge steel per AIS( standards 1 .Remove oil organic mater of ina tupscd from areas under the ',wilding of 7. Do not oversize drilled or puncliea holes with burning torch -ender paved areas 3 All drilled ex Onsion anchors installed in concrete t0 Ue One of Vie 'k. Fill materiae to consist of a granular motor d! or conditioned site following. Red Head Trubolt Wedge Anchor" by ITW 'Ramset (I.C.B.O. #1372); mcteridl. Place fin in Ifts not to exceed B" and compact to 43X standard "Rows Stud" by Rowlpluy Company, inc, (I C.B.O. #4514); or "Sup-R-Stud" by1 TYPICAL TILT-UP PANEL w AASHTO T-180 under foot-rigs, under paved oreas arid underfloor slabs U.S.E. Diamond (I.C.8.0. 03219). Other drilled expunsior anchors 0r•t fill a, 3. Bose material immediately order slab to be B" ioyer of compacted crushed acceptable only with prior written approval of engineer. Install all - FDN-1 1/4�t'-0 rock. anchors per manufacturer's instructions. Provide minimum embedment ord ' 4 See specifications for aaditionai information spacing unless noted otherwise on drawings Special inspect;on of expansion anchor installation not required unless specifically noted on draw rigs• FOR REINFORCING CALLED OUT EACH by FOUNDATIONS 9 All drilled epoxy anchors installed in concrete to be c ie of the following: F I. Design soil pressure 25:0 psi LL plus OL per geotechnical report prepared by "Epson Ceramic 6 Epoxy Ancl or" by ITW/Romset (I.C.B.O. #4285) or "Anchor-It FACE (E. F. ) LOCATE 1" MAX CLEAR Geotechnical Resources Incorporated dated November 1, 1995, Fastening Systems" by Adhesives Technology Corp. (I C-8.0 #4398) Other OF EACH PANEL FACE -- >- TYP PANEL FEINF 1. Allfootings to bear on firm ,.-1 1/2" , and sturbed soil or approved compacted flit drilled epoxy anchors ire acceptable only with prior written approval ofCLEAR T/4 L� \ - - ---SPANDREL PANEL minimum 18" below rinol grade Notify AUK before proceeding f dry unusual engineer. Install all c nchors per manufacturer's instructions. Provide -- - conditions Ore encountered ire the routine excavations minimum embedment and spacing unless noted otherwise on drawings. Special 1 1/2" CLR. J Do not excavate Lloser thou 2:1 sloe below footin exca.al,ons ins ection is re uiref of oil drilled a oz anchor installations. tit LEN H BARS FULL V 9 P q P y a PANEL THICKNE�u � LH LENGTH MINUS B'-0", 4. Clean all footing excavations of oose ma'eho by hand 10 All drilled expansion anchors installed in concrete masonry to be "Red Hood f AS SPECIFIED �� CENTERED S FacOvaVon3 may be made under continuous footings for nipe•: ^kr`n to be Dynubolt Sleeve Anchor" by ITW/Pareet (I.C.B.O. #1372). Cost anchor bolts t approved by A,MK, or other drilled expansion anchors may be substituted only with prior �ry written approval of engineer. Expansion bolts installed in masonry to be CONCPE,� installed in fully grouted cells, in an area which leaves a minimum 3 inch x-3/4" CHAMFER AT SURFACE c r 1 S.rength. 4,erage concrete strength as d•/ermined by job cast too cured distance to any edge of the masonry unit and o minimum clearance of 1-112 EXTERIOR FACE U. 0 N. - - POURED DOWN �__---�4- #5 VERT1t.Al 8AR- (2)- #7 BARS FULL/ I t I (3)- �i7 BARS FULL r �} ul Y rel der to bit occorain� to min,mum requirements Ot 28 days plus inendse incheb to the center of the cross web. Install all anchors per EACH FACE MTN #3 TIES (<�J1 LENGTH �� u LENGTH MIND`. 8'-0", depending on the plart s standard deviation on specified in ACI 318. manufacturer's ristructions Provide minimum embedment and spacing unless AT 24" O.C.- U.O.N ON PLAN I \I WI CENTERED 2. Minimum m,x requirements. noted otherwise on drawings. Special Inspection of drilled expansion anchor 1 TYPICAL PANEL_ EDGE �ii �,� a Location Compressi- Slump Min. Admixtures installation is not required unless specifically noted on drawings. _ BETWEEN PANEL JOINTS � #3 TIES AT 12. OC strength (a) cement Z _HOOK (psi) content STEEL JOIST 14" ENDS OF VERTir n,L REINF HEAVY TOOLED EDGE AT i" C_LAR 1. Steel joists shall be designed, fabricated a.d erected per SJI Standard SURFACE POURED UP 3/4" CLR � i Footings 3)00 U-5" 5 none Specification. Camber oil joists with standard cambers per about. Standard Specification C Slabs on 3500 2-4" 5 11/2 ORA (b) unless noted on the drawings. 1 3/8" BENT PLATE W/ Grade C.C. (d) v Provide bridging as called for by above specifications. Do not use slotted I 3/4" DIA X 6" J-80-,TS (interior) holes in bolted connections unless approved by engineer. 3- AT -0" O C , STAGGERED 4. Provide shop drawings and calculations that indicate joist sizes, loading, Slobs on !000 2 4" 5 112 WRA, AE (c) member sizes, panel point locations, cambers, bridging and any other EXTERIOR FACE U 0 N Wade information that may beertinent to the job. Shop drawings enoll be (exterior) stomped by an ergineer (the product engineer) registered in the State of NOTE RUN ANGLE FULI HEIGHT AT ALL OVERHEAD DOORS 3- #5 VERTICAL Oregon. BARS EACH FACE Retoimng 3000 2-4" 5 1/2 WRA/PT20 (e) 5. Provide inspection report prepared by the product engineer certifying that PANEL EDGE ANGLE OF PANEL JOINT W/ AT PANEL JOINT Walls the joists have been fabricated according to the design assumptions and #3 TIES AT 24" 0 C requirements. Report is to accompany the joists on delivery to the project. - U ON ON PLAN Tilt 1p 3500 7 -4" 5 1,'2 WIPA 8. Joist erector shall exercise extreme core during erection of joists to AOCIfIONAL NOTES AT Ut7AiL Panels prevent the joists from buckling laterally. Use spreader bars for liftin, joists and provide lateral bracing as necessary. Remove any damaged joists Miscellaneous 3000 0--5" 5 ARA from the job site. Do not attempt to reinforce damaged joists. PANEL EDGE DETAILS 5 EXTRA REINF. ® BM LINE r6-'N, SPANDREL PANEL EDGE DETAIL a. Slump exceeding specified limits shall n,t be Incorporated in the LIGHT METAL BEARING STUD WALLS --- '1 -,- 0 cost except D written approval from en neer. 1. Steel stud frornin shall be installed as per ASTM C754. G __ FDN 4 1 1/2'=1 -U 7 FON-6 1 1;2'-1 -0 c' _ 7 S7 R 1`-0 pr j ep y PP g• g b. VAA - water reducing agent 2 Metal stud wall tracks ore to be attached to concrete floors with minimum c. AE . air entrainment 0.14" did. X 1" penetration powder-dr,ven fasteners spaced at 24" on d. Up to 1 1/2% cal. chloride (C.C.) allowed during cold weather. centers. e. Po::oter: 20 (PT20) required for concrete placed below 40 deg. F. J. Metal studs are to boor on full width of top and bottom track. 4. Stud spacing to be 16" on centers. 3. Place and cure all concrete per ACI codes and standards. 5. Wall coverings to be attached per UBC Table 47-G or Table 47-H. 0• 4. Provide control joints in all interior slabs on grade uc 25'-0" o.c each 6 #6 gouge screws to be peed to connect metal framing except as noted an the way maximum unless otherwise shown on plans. Provide heavy (3/4") tooled drawings, SEE ARCH City id V of Tigard joints at 30'-0" o.c. In all exterior walks and slabs. FOR AOD'L. J 5 Sleeves, pipes or conduits of aluminum shall not be embedded in structural SPECIAL INSPECTONS INFO • concrete finless effectively coated The following special inspections are required. Provide engineer with copy of TYPICAL PANEL Plan Review for 11 6 Concrete Curirg and Sealer all inspection reports. •` REINFORCING 3/4" CLR. CRITICAL o areporation: All forms and exca•rotlone to be moistened before placing 1. Special inspection required during trio taking of test specimens and placingt 1/2� _� concrete of all reinforced concrete except slabs on grade TYPICAL PANELREINF. L) Building Shea Curing compound: Purks "Spartan-Cot*" with 14X solids or approved 2. Special inspection required of on concrete reinforcement prior to concrete 1 'i i 7 c. Executicr+: placement, '; L6 x 4 x 3/8" X PANEL WIDTH W/(3)- A706 BARS 2-�4� _ ' 1. Slobs on Grade Seal interior stabs with two coats curing compound. 3. Special inspection required of all structural welding unless welding is done 5 r, �v Site Work Apply first coat immediately after slob is finished. Spray edges as in an approved fabricators shop. All field welding requires special #6 x 3'-0" (2 HORIZONTAL, 1 VERTICAL) (31- #5 X 2'-0" sour as forms are removed. Apply second coot of 90 degrees to first inspection. Special inspection of welding may be performed on a periodic ,' J CORNER coat when an trades oro finished just prior to occupancy. Floor is basis per U.B.C. Section 306.(A)5.8.2. i CONC WALL PANEL ` BARS Rbi 23, 19% 3 Ani to be cleaned and hydro-washed before second coat. 4. Special inspection required of all high strength bolt A325) ,nstrllotions , SPANDREL a 1/2" FROM INSIDE FACE OF FebYuary L.7y 177V P g 9 ( E PANEL TO CL OF VERT BARS 2. Wats (light broom finish): Seal concrete tilt wall panels with two Inspection shall be performed after bolt installation ill complete per U.B.C. �i K I�_ coats curing compound. Apply first coat immediately after bleed water Section 306(A)6. r cr _SP 1D PRO ,s gone. Appiy second coat perpendicular to first coot after first 5 Special inspection required of all drilled, epoxy anchors in concrete or r, AER- EJ'p coat has substrtnt any dried. Second coat must be applied the same masonry. ;' rr, 1 1/2" �' tiE fy iG` day as the first coat. Apply curing .ompound to panel edges as soon ; _ _ c' e3 2' ft�`cy 1'813:. as forms are removed. SHOP DRAWINGS - 3. Fookings: single coat. Apply as war as bleed water is gone. Provide shop drawings for all structural products delivered to the project. r, • d. Wet curing/membrane curing: Contractors option. Any concrete may be wet Shop drawings of bidder designed items ore to be prepared by, and bear the Cured or membrane cured, subject to approval of the process by the stomp of an Oregon licensed engineer (product engineer). Such drawings shall tf-�� \ I _ - FIN FLOOR 7` v�REGON� �y Engineer (Eg. Footings may be cued by covering tightly with Asqueen.) certify that the drawings have not deviated from the VLMK design in any way, or :. �� 25 shall call to the attention of VLMK that the product engineer has deAoted from - �_� ,' 3/4'• THICK "ALERT TF" BEARING PAD - • V M� REINFORCING the VLMK design drawings. Such dev{ot;on may be cause for rejecting the shop -� 4 P S" �; SHAPE TO FIT BEARING AREA 1, All reinforcing steel to be ASTM A615 Grad: 60. except ties, stirrups, and drawings. / 3/4" THICK "Ill TF' BEARING PAD g~ -I 3{RtfZE> lZl3tlgL dowels to rrosonry to be Grade 40. SHAPE TO FIT BEARING AREA 2. Fabricuto ord install reinforcing steel according to the "Manual of Standard 1 -0" r' ` Practice for Detailing Reinforced Concrete Structures" ACI Standard 315 1 r; CONC. WALL PANEL 3. Provide 2 0" x 2'-0" corner bars to match horizontal reinforcing in poured- - r in-ploce walls and footings at all corners and intersections. r� 4 Splices in *oil reinforcing shall be lapped 30 diameters (2'-0" minimum) and 6 1r shall be s'oggered at least 4' of alternate bars. r 5. All openings smaller than 30" x 30" that disrupt reinforcing shall have an _ a T,0 FTC. _ amount of reinforcing equal to the amount disrupted placed both sides of opening and extending 2 -0" Poch side of opening. w\ v� 6 Provide the following reinforcing around wall openings larger than 30" x ",/4" CLF t-RITICAL_ 30 a (2 #5 over opening It opening width plus 2'-0" each side. B. 2 #5 under opening x opening width plus 2'-0" each side. y -- - C. �2) #5 each side of opening x full story height. REINFORCING PANEL ✓` AN DONEI.EN / LOOIt,JEI��C1A D. Provide 90 degree hook for bars at openings if required extension past REINFORCING McGARRIQLE / KNAUF opening cannot be obtained 7, Provide (2) A4 continuous bars at, top and bottom and at discontinuous ends of all walls. _ SPANDREL SUPPORT DETAIL 8 SPANDREL SUPPORT DETAIL coSW K e�e� 8, All wall reinforcing to be placed in ce.'ter of wall airless shown otherwise � 9 SECTION AT STEPPED PANEL on the drawings. W Provide dowe.s from footings to match all vertical wall, pi;ceter, and _ / 57_y 1"-1'-'�" C 7 57-10 1"�1'--0' 3933 S W KELLY AVENUE column reirforcing (poured-in-place columns and walis). Lop 30 diameters or �- _7 STEPPAN 1 � 1 -0 PORTLAND, OREGON 97201 (503 222-4433 2'-0" minimum. 10 Alternate ends of bars 12" in structural slabs whenever possible. - 11 Provide (2) #5 x opening dimension plus 2'-0" each side around all edges of openings larger than lb x 15" in structural slabs and place (1) #4 x 4'-0" Jr. at 45 degrees to each corner, 12 Contractor to provide design and additional reinforcing required for lifting •Aorecr tilt-walls. CASCADE 13 Provide shop drawings of spandrel panels for review. BOULEVARD ' CONCRETE BLOCK 1. Design rim = 1300 psi. i e Grade- N t o 1 lightweight units er ASrNI C90 dry to CENTER 2. All CMU units to yuP x 1i intermediate hurnid{ty condition per Table No. 1. 3. Mortar to be per UBC Table 24A, Type S or per manufocturr.r's recommendation to reach correct strength. Grout to have minimum strength to meet design strength and made with 318" minus aggregate. Monufucturor to submit data of minimum 30 previous prlsm tests on samples with sirnllor mix designs for mortare, grout ord unit members with an average strorl of design rm x I TIGARD, OREGON 1.333 psi Prior tri ccnstru4A,cl If 30 previous test6 are not available may test prior to construction minimum 5 priems ungroutea and 5 prisms grouted for 28 day tests to verify Y f'm. 4. Contractor to prepare and test 3 grouted prams and 3 ungrouted prisms pe every 5000 square feet of wall, during construction. 5. All work shall conform to Section 2402 through Section 2412 of the latest PILE PNLr r.O tiSfS7B NO r Uniform Building Code. 8, Reinforcing for masonry to be A;TM A615 Grade 60 placed in centers of cella AErr9pNa OAT/ DeeCRPrp1y as follow! (unless otherwise indicated)' oArP , a. Vertical: 1- #5 O 48" o c plus 2- #5's full height each side of openings, unless shown otherwise on drawings. b. Horizontal: 2- #4's 0 48" o.c. (firs' bond boom 42" from ground floor) plus 2- #4's at top of wall and at each intermediate- floor level e. Lintels: Less than 4'-0" wide-- -2- #4's In bottom of B" deep Itntel. 4'-0" To 8'-0" wide-- --2- #4's in bottom of 16' deep lintel. d Corners ord intersections: 1-- 24" x 24" corner bar at each bond beam some size as horizontal reinforcing. 7. Electrical boxes, conduit and plumbing shall not be placed in any cell that ANENT rrrLF Contains reinforcing. 11. See drawings for additional reinforcing. WALL PANEL WOOD FRAMING 1 All lumber species and grades to be as follows (unless otherwise noted): DETAILS A N D d. fists, beams and stringers..............Douglas Fir #2 nom And greater beams and stringers..Douglas Fir #' ..^^ Erc I, Bucks. blocking, bridging & mist ..... Doug. rir or Hem fir #3 2/7 PLOT DATES: S T R U C T• NOTES . T G J 7 v 4 etude. _ ....._... Doll Fir stud►" a "std" do S _ 7 ~ Doug. 2/7�9fS 17:3.2 • INFORMATION ON THIS DOCUMENT IS NOT 2/1 /96 10:32.10 better APPROVED FOR CONSTRUCTION UNTiL A 2/1 /98 12:0,28 !aster fV0 ....Douglas Fir 2 2/22/96 9:59. 10 9 2 -v 6 studs ik larger. .. N BUILDING PERMIT HAS BEEN ISSUED. 95878$-7 2/22/08 9:59.21 Cascade Blvd,13029(Shell Only) ? ( BUP 96-0097,111 96-0055 29 of 41 , If this uolece oppenrs chill-el. Olml the docuinenl, the doctiment is of marghial gnatAy. t.yt�t�t��i • t�tlt�t�t�t�t tltltil��t�t t�t�tlt��-Jt�► ► 11. .NltI30 X tl l' I Ilnl �� ttnitnl tntitnl nllhlllllullun a!!Ilun Inllnnlnnlllll�Inlnumnlnntmfinlmlllnlltlniln! ►i1�l�t ntt�ttr � f "l , I e j ,.,. ' 4i�1!idt'lili� ..�g9111JLi•.a'a ,i2 w�'Y 7'.'i,:-�:F��•�� anx� s:rm�.aw;.4'. :,,..y iA •>"}'k:: ,.�,�.,.-....., k „�+!F;roFv •-W y^�,; a:.- �I'r .a �. - rt: ..,, _ Ak ACROSS TOP OF PANEL TOP OF FRAMING. BOTTOM r`TOP OF FRAYING. BOTTOM - TOP OF OF PLYWOOD OF PLYW000 _ �`OF PLYWOOD C. BOTTOM - - TOP OF FRAMING. BOTTOM OF P ILYWOOD 2 H CONTINUOUS AROUND e INDICATES 7 --''' TER OF PANEL TYPICAL wAt.� REINFORCING B 1/2' HICK ) AT 14' QC- EA. WAY CONC. PANEL TYPICAL PANEL REINFORCING E - FOR LOCATION - TYPICAL PANEL REMAFORO NG o TYPICAL PANEL /5 AT 14' O.C. EACH WAY INDICATES 1 REINFORCING ) _.._J /S AT 14 QG EACH M411/ 1 SEE FOR LOCATION • 1/2 THIP( 7r SE[ 1 a CONIC. PANEL - SEE®FOR LOCATION (3) - VERT$. EA. FAE FULL HT.C (S) - �3 VERTS EA. FACE i I I I I f I I I I I I I I I I I ! I ! I l+ (3) - /S VERT$. [A. W/ /3 TIES AT ) FULL N . 3)- 05 VER TS. a7" TWOS � ! FACE FULL HT. 24' O.C. W/ /3 TIES AT NGT. W/ [3 TIES CONC. PANEL 24' O.C. AT 24' O.C. INDICATES j r CONIC. PANEL 1 , + , - INDICAES T 5 1/2- THICK !� - - - - - -- --- - - FACE - ____--_----- CONIC. PANEL - - —_- T - - — A 0 - _ _ _ - — - ---------- - -- AT PANEL E MAO1CAlEf LH TIES .C. REVEAL 1 • rAftIt . AT C SMA. OOOItCONC. PANEL — REVEAL %KD). SEE U•�04 TIES AT 24' O.C. •`--------------i FOR REINFORcwv 2 06 BARS AROUND OPENIN„ AT[=]SIM. BOTTOMOF OPENING TO BEB' BELOW F.F. (Soc-AwFMIISH F100RN T.S DASHED) FINISH FLOOR NTS. i1NLl1 /LOOK N.T.SiINISFr T Iii T lit —^ _ #4 ACROSS 80TTOM OF PANEL 9 I 1 PANEL A ELEVATION 2 PANEL 8 ELEVATION 3 PANEL ELEVATION C _ " PNl-A1 , 4 •, -0 PNL-A , 4 .i -o _ PAN-B, 1/4 -11'-0! '4 PANEL ELEVATION, 5 1/2 THICK PNL–B 1/4 -1' TYPICAL PANEL REINFORCING e TYPIC PANEL REINF. ICAL PANEL REINFORCING e 1 1 -'EE �2 /4 CONTINUOUS AROUND T0P OF PANEL -SEE e 2 /4 CONTINUOUS AROUND - TOP OF PANEL 7 - 2 CONTINUOUS AROUND PERIMETER OF PANEL PERIMETER OF PANEL TOP OF PANEL t PERIMETER Or PANEI TOP Of FRAMING/BOTTOM 1 (2) - /5 CONTINUOUS --h f OF PLY"" TOP OF FRMG. TOP OF FRAMING, BOTTOM PERIMETER REINF. TOP OF FRMG. _ - --- TYPICAL PANEL REINF. /5 AT 14' O.C. EACH WAY 2 /5 FULL HEIGHT AT EACH SIDE OF OPENINGS .-c'. A EACH o o - (3) _ L15 X 2'-0' SLOE IK OPENINGS (2) - /5 EACH SIDE OF 20'-G' CORNER 8AR5 EACH-0. OPENING. FxTEND 2'-0' 80T. OF PANEL BEYOND OPENING (2) - /5 FULL HEIGHT ATE ENO Of SPANDREL 5►OE OF OPlNINGS \ I (2) - AT TOP ANO BOTTOM (2) - /5 AT TOP AND BOT7 -7 S 2 /5 AT TOP AND BOTTOM OF ALL OPENINGS. EXTEND OF OPENING. EXTEND OF OPENINGS. IDES 2'-0' BEYOND SIDES OF OPN OPENING. AROUND OF O BEYOND SIDES Of ` 2'-0' BEYOND SLOES (1PNC. 2'-0' PAST OPENING i s. / FINISH FLOOR N.T.S. _ _ _ _ FINISH FLOOR N.T.S. INISH FLOOR N.T S. _ _ _ _ _ _ • x 5 PANEL & ELEVATION 6 PANEL_ E ELEVATION 7 PANEL F ELEVATION 8 1 /2" THICK 8 PANEL G ELEVATION — 5 1 /2" THIC;; PNL-D1 1/4 �1'-0' PNL-C1 1/4".1'-0' PNL-D 1/4TC� PNl-C1 1/4"-1 -0 TYPICAL PANEL REINF. TOP OF PANEL SEE S- -2 #4 METER CONTINUOUS NE ROUND �. _ PANEL 2 /5 ACROSS TOP OF PANEL ��EO FROFFf TOP OF FRAMING, BOTTOM �51 AGI N EF X/per OF PLYWOOD - _ ---.--_-- � 17883 9 � 1 - — F-1 OREGQ' AN DOt�ELEN / L �� INDICATES � R. TYPICAL PANEL REINFORCING 8 1/2' THICK EKPIRI[5 I Z1al q(O //5 AT 14' O.C. EA. WAY CONIC. PANEL / CONBLXTNO B'!� ' SEE FOR LOCATION • • 3933 S.W. KELLY AVENUE — S•-7 - Revisions for PORTLAND. OREGON 97201 (503 222-4453 City of Tigard � !''Iilllil�!!I' I!I IIlM!� Ill �i! ' ► '� Plan Review for .pio.�cr , I ! INDICATES CASCADE �+ (3) /5 VERTS. EACH FACE I i; /` 7' THICK I FULL MGT. W/ /3 TIES �; ! CONC. PANEL Building Shells 2 /5 AT TOP AND BOTTOM i'i AT 24' O.C. j i ! l+! I ; BOULEVARD OF ALL OPENINGS. EXTEND I +j May 2 1996 2'-0' B POND SIDES OF OPNG --- � � ; lj i lI -- ��TOP OF PANEL_ Y ' CENTER r i .TOP OF FRAMING, BOTTOM X PLYWOOD - - ---- --'— - - - - - - - - - - --- - - 2 J5 CONTINUOUS AROUNI! _ TIGARD, OREGON 3•-0, TOP AND SIDE EDGES OF PANEL TYPICAL PANEL REINFORCING, 3'-0' I! S-7 SEE 567 FOR ADDITIONAL 2 /5 FULL HEIGHT AT EACH i I nw.Ner No 95670 SIDE OF OPENINGS. (2) - /5 AROUND OPENING. I j 3,_O. REINF. THICKENED ED^,E �EXTEND 2'-0' BEYOND EDGE - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3,-0. Ru No. OF OPENING ~2 /5 BARS AROUND OPENING ogre . 1 -18-96 I I BOT. OF PA El 2 /7 BARS FULL LENGTH $WVNION9 . VA rr. OIICIIrr oN. JSEE S�7 FOR ADDITIONAL INFORMATIONrS-2-96 �iEN. REVISION FINISH FLOOR- .T.S.- 2 /4 ACROSS BOTTOM OF PANEL_� GI 11 PANEL K ELEVATION — 8 1 /2" THICK '�"' "r`� _ PAN-K 1/4 _, -0WALL PANEL I ELEVATIONS 101�9 PANEL H ELEVATION -- 5 1/2" THICK 10 PANELAAELEVATION VLMK PLOT DATES: PANELAI 1/4 •1'-0 INFORMATION ON THIS DOCUYENI ': NOT 2/15/16 12:1.47 sN[tr No. . S __ 8 r PNL-C 1/4�1'-0" 2/7/96 17:4.12 7-' -- 2/12/96 t0:33.46 ,��`J^��•^`- � /� APPROVED FOR CONSTRUCTION UNTIL A 2;?0/96 18:47.8 BUILDING PERMIT HAS BEEN ISSUED. 95678S-6 2/2/96 10:2.7 Cascada Blvd.13029(ShAl, vl BUP 96-00;7 MEC 9c mr, 30 of 41 If 'leis aofice appears dearer Ihan tilt document, IIIe document is of marKin;ll yual;;y, I -40 30 X IIIII�I I J} � _ # . Il�}LIII�lIIII fi�IIIIIIIIII# :#I;;I!1,IICj1 I�I'lll�IIII! ! lllllll�ill�l !!1�II14lII�: ! ��#:�! � _ _.I# JI�I Ilnu . ..,.- 1r , IIIhm�mhln Ilnlnmlullilll nnlll , u mlllfn mllim InINIII�nn!Im�nnlmm�!Ilnll mthl a g 1 4 I L. , Ir , ., -. : n ,. .: i. a ... .. 1 .. ..1 .. .... , 1. : .:, . ,r. ,, r t .. ... ... r. ?,4 r< . ��'. .. S !" b. "Al .. M ,..s ,�, ,. �t � ..:- - :. :. I r r.ri r.' ,.. _,. g. °>te ^l. r. '� r U�. ( G d : v : n : t• ,.. , . }", � ,, 1". t' '', : .. .., , ., .- .. ,.. : .. .. .. �.LL�e � ..: ..ti i 1 �. ,moi L.. 30 x t , , u,. r ..} :. .. 4 � 1 w., >r " X 20 CA :t. -:. '.: ', :: '. • .Y. ... l , A I \ F M +fig ,� ,.- - .. .., e ., a. .aI '.,. ". v. ., '^' ..:,' 'N: j`..�`. '4.. r y,''. •.t ..qa4 rr, ' C MTL 5 ,t :: ,.. ,„ ,,, ,,, �. 'n. '. 5..: - �! . .. r r , .-..- ?gip. I'�: lLR •?".: �.i r sr�o. AT 16 oc. �, ` 5-9 4s, a f l --— 45`-0" A F F TS FRAME T.O.FRAME �;u + .1, •'q �� P«, Y' '�' •�' .' ;:`' PER ELEVATION *. �* I T;1P OF MTL STUD LEDGE 8" X 20 GA. MTL. 8' X 20 GA. MTL - STUDS AT 18" O.C. STUDS AT 16" O.C. I �, r TS8X8X 3/16" _ e 'HORIZ. MEMBERS TYP TS r x 8 x t HURIZ \ , 20 GA MTL. TRACK C - W/ (2i - p8 SCREWS \ Ft ': AT 16" Or _ 34'-0" A F T G STUD WALL TS FRAME --`' PER ELEVATION 6" X 20 GA. MTL STUDS •� TS 16 X 4 X S/1 VE t.--�' _ AT 16" 0(', _.. - 29'-0" A�F F x 20 GA MTL 51.iDS - ---TOCONC- WALLL' AT 16" O.C. 20 GA MTL TRACK / wtCTUATED IFASTENEERS AT 16" O.C. ROOF FRAMING-�"�' I ,• :Tim .�.,,t�;� : r PER PLAN Li \ CONC. SPA '- I " 8" X 16 GA CC MTL. STUDS AT 16" OC El. PANEL 6 , 6 ~' - - L 6 X 6 x 5/16" BRACE TS 8 X 4 X 3/16" a" x 16 GA "CC" M rl � VERTICAL POSTS T`'P. STUDS Al 16" 0(, _ 18'--0` A F FF .r �eR B.0 SPANDREL BUILDING 1 FRONT WALL ELEVATION ,� ENTRY, BUILDING 1 SECONDARY ENTRY WALL ELEVATION 3 SECTION AT ENTRY S9-3-78 17, ,tit •. s �� . " X 6 BLOCKING AT BRACE CONNECTION ROOF DIAPHRAr,M� AND AT SPACE EA. C SIDE OF SUB-PURLINS - -- - - " �-- - T.O,FRAME 3/8" X 10" X 6" ; TS i6 X 8 X 5 16" TS FRAME c END PLATE G O +�.►�. 1-� 3/16 - VERTS. AT CORNERS ` e PER ELEVATION �� ' - �; 1 ,d TS 8" x 4" X 3/16" STRUT (8" VERT.) 10d NAILS AT 2 X 6 SUB-PURLINS ("It * SEE 3 FOR _ :«\ -.f 6" O.C. INTO 44 'u S-9 BLOCKING ,( CONT, T'S 8 X 8 X 3/16' 4 p4� y L 6 X 6 X 5/16" W/ 3/4" DIA. ADDITIONAL 'NFORM;TION ITHRU BOLT AT EA. END p i' SA 3 i�r L 4 X 4 X 1/4- W/ 3/4" DIA. I , Y 1" 3/16 / 1 1/2" DRILLED ANCHOR BOLT 8 r s 1 s 7 3/8" Y 14" X 10" EMBED PLATE 2 1/2' ---. Z N 'S - - ss W/ (4) - #5 X 18" BARS BENT AROUND EXTRA /4 X 4'-0" BARS - - a 3 � ' _ 34'-0" A.F.F "ON(.. FANLL _ CONTINUOUS 75 ,,,f„� �;.• • T.O.STUD WALL CONC: SPANDREL 16 X 8 X 5/16" (16" VERT.) V 'S8X8X3/16" TPER PLAN WCOLUMN ALL (4UTS BLOCATIONS) ACK TO NC I, I } r�� '" �'• — 29'-0" A.F.F. T.O.CONC. WALL TS 8 X 4 X 3/16" r-- -- —�_ 5 TS FRAME AT WALL t} CONCRETE SPANDREL BR VERT. (4 TOTAL) — ACE S9 5-?t3 1 + 1 '0 ------ T A� TS FRAME �-�" - 1 i — 59-6-78 1 p" TYP -�16 City �f it i� >{ PER ELEVATION lg� TS 8 X 4 X 3/16" VERT. Plan Review f � s TS 8 X 4 X 3/16",-�/' S� Review STRUT (8" VERT,) _Building S ie y 8ti Site ti'V` : CONCRETE NEL 8" X 16 C. MTL. "CC" STUDS 8" X 20 GA, MTL STUDS O�� x_ WALL PANEL I AT 16" O C. AT 16" O.C. Fled lC Lry LJ� CONTINUOUS O Z X 8 X $/16" l-' - (16" VERT. )HORIZONTAL �r•.",rGfC� (4) TS 14 X 6 X 3/8" /11 X 20 CA. MTL. STUDS :�l3tN� ��p 4-0" CONTINUOUS VERTICALS AT 16" r.0 AT PARAPET TYP. �.. . i � r Q 4 SEC170N AT BUILDING 1 ENTRY - � ` .�\ ,4��j — r '19-a-�e;a = f o. `1�� `� - 7 BUILDING 2 ENTRY WALL FRAMING ELEVATIONS TE 8 X 8 X 3/16" �- 2ENTRY ,/8-- 777-- (6) - t'-0" TS 8 X 8 X 3/16-_ VERT. VERT '`-•��+� (6) TS 8 X 8 X 3/16" STRUT TO CONC. WALL�� - A0 5 VAN DOMELEN / L T P MCGARRIQLE / KNAUF - — � - B X 2 A M L S U CtDNSULTINO MTI,. STUDS PER A 1 O T X t 1 1/2„ ELEVATION W/ (3) H F; L T 'I evwEm #I12 SCRE W1> THRU 3933 S W. KELLY AVENUE PORTLAND, OREGON 97201 TS COLUMN W/ 3/8" (503 722-4453 - SUPPORT ; BASE PLATE W/ (2) 4" X 16 GA. SIL. "Z" � 3/4" DIA. DRILLED A,13 SUPPORT W/ 205" DIA. - -- + ---- _ POWDER ACTUATED I o •no lrr > FASTENEkS AT 8" O.0 d INTO CONC. 1 1/2" MIN. _ CASCADE EMBEDMENT BOULEVARD CENTER CONC WALL PANEL �. 8" X 16 GA. MTL STUDS -- -`/ AT 16" O.C. TIGARD. OREGON �� METAL STUD SUPPORT BUILDING 2 SOUTH — ENTRY WALL FRAMING ELEVATION 10 TS COLUMN BASE PLATE >9-9-7P rf - t 2ENTRY2 1777-7-75-- 1'—O, R"noJrcrNo 9867e ! ! PILE E NU. :.. OA re • qE vrl ADNg OArII oEEc4r rgry.N'..- ..4 1 f. r ANEEr T&LO+ �h ENTRY ; FRAMING A VLMK PLOT DATES: 1 A4/96 16:28.24 INFORMATION ON THIS DOCUMENT IS NOT 7 /�6 16:5¢•14 Q lnPROVED FOR CONSTRUCTION UN71L A 2/1 96 12:3 sNlrer ra ✓ Cesoade m,Blvd,t3a2s(sneu BUILDING PERMIT HAS BEEN ISSUED. 2/20/96 16:49.26 31 o 99-0097,MEC 9li-gp55 956785-9 2/22/96 10:3,42 -------- 31 0141 7 •' r ` v If'this notice appears clearri. than the document, the document is of marginal (111.1':1}', art �Itlt t �. �L : . t �� t�;>�tlt tltl► tt t ► 1 t � � � t t ! ► � � � � � t i � �I�I�I� il�l� �I�lil� �11�� t;�� - 1�j�lll� i� _. ( 111111, III � i � 111111 ( ( Ali, .: I ' } �` :11141 1111 Iilf�llll IINIAiI Iilllllllltllllllll IIIIIIII!IIIIIIIfiIAIiIHII lIlIIIIIlIINIIIIIIIIIIIINlIIIIIIIIIIIIItIIIr!I 1111 1 BAR r � is I `h PLANT LEGEND SYMBOL COMMON NAME SIZEi"COND. SPACING BOTANICAL NAIVE Dwrdbs Fr 0141,a" P/sudDaiii naniwas 04/1 OaYhw.Okry Red MsPla 2bal,am ss eholw Aow nAam 0,42b r Ofory• PO PInOGA 2'Cal 20'ac Quanxiis(»moi RA Raywood Ash 2' 2d'ac'M shaM7r Facia—ory—W Raywoom. RP WPedepve Poor 'I•wl.a!4a 2/ho Pyna aHerysns*edspov VO2 VAbpe amen•b/lsReaa ZNrova 2'osl,ada Sd'aa,as ahoen Zoome>.mw'VMepe Onen' Ahmm 6OH AMn aMHaly 11=21• S'ac Mer A sssnvess an OM' DAR tJws Anwari WmaladeraYon 2f%24* Rhododendron Don.,maMr' °V Dew vllrrrarre low) �'aG am °LwHWl E:rorrymm 24•-30• ]ha,as show! Eaonpdw err+conrpsca JH Jspenese Huey 21•-21• 35,c . lbs uenai Corwers' ' Le'A'°illVoe 6 pal I'o.c Loucal4oe fonirwWm 011 00 Luyk—Glary LawW fl•-211 FnNan human 14 DW Luyhen' PJW PJM RhuVadwalhim 7 m" 1'ac Rhodatierrdnae RAW' PSR Purple SPMndourRhododm6w 21'30• 4'aa A/M Rf#odo4ardron 'li Splrndow IiXS1'r�6 'F �i 1 PWM P,dc Wer +yrw ?1•.,W• Myrk+wllbmloe •'o.a -�i IPL RouwYMULrunlagum fool, 6'ac. rf' �\ VbunMrm Mwa'Robuwun' l�•., r 1 Veuve 1•Por ffb.a .\ Vince rnsrpr 90001 ` ` Cwa!Brs/rr Cotuwaser fool S'o c CcArNsase/denwnen Coral b"llily •A ,7 Q � - \� PEuonWeoweow A►srn/Cobnr' 1 Pel SOb.a to / \ + _• S rd Nythmeed-eea plan 1b°P � FbWwa SOP i 12 f cij (' V7'.0`4z' ,_�-, Exl rp w.. o nnwrw P Douglas \ LP-London Pim 4 ` O-Red on Oak Os \ \ \ 1 � J I � \ C� Er1a1Y,p IV,"d renes PC, OhOr �t.L, ' - � � '• '1', 6r'ot�UP1N6� 6P+a�P�,' \� - < ,. a Pill,Oak f\T i u (1llZ !gyp11 G °•ly)i9i0 �I sokPYsues.ed Air u . T01i b Sr %0S sss w16e tarifendeb d and s 2*Jaw of omur*nr/wrt 2. AN sigoes NO be sobdred by oo,rrcoaMr P11n4lpa \ Y. SPecep if w void in hpsnd anlees bUftaid cWhnvAia. AoicY sriOlQ&a"b renearr e1110 fti ImbAicf s(io Mu calor n any M 40 c rc• oonsirso/on. - , . zt, .n.' PA — c 62A \ City of Tigard - \ Plan ][review for Building Shells & Site Work f \ February 23, 1996 , Z IZA 12. DeH FLA , ►AOJECT . t� ° MATCH LINE • + CASCADE _........ t - ire sheet !.7 � �-- .- _ - - • --mum= 1 ..............�......... �....c.. - - I .� BOULEVARD w..w.....•w.r . ae�eer... ..r COMMERCIAL I' CENTER \ TIGARD, OREGON PROJECT ND. , t FL E NO. DATE , RE V191ONS , DA re . DESORprpN , LANDSCAPE PLAN a�sT 2 1 " = 201_000 - TEOFEL 74 . LEY jI COMMERCIAL OREGON ; L A N D SC A P E 1. eHEEr TmLE '"LANpESCAPE PLAN � This prn has been pndpand ow*mm ty tor T"m Nfmsary,Inca. and PMaale InmsW lbr use In poll ft and -- Ip kjW bnrWedllentar rddptfojslll. Any(sIr1WI1POPisdlanordupkallan CHRISTOPHER FRESHLEY � d 111k pin v1diout wPrsn pmnled°"*on Tadd Nlulssry,Ene• ,;� LANDSCAPE ARCH I T E CT OW Pkamb himmi H le p(roSti41tdd. ism�e ,cm �ahrn�N 'i•nn S ,o..m_.aei frFEr No. Cascade Blvd,13029 She I Only) _a rnrletlnM t,e, • ,j•�IM1fn � ' f3UP 96-0097,MEC 96.00i5 32 of 41 If (his notice appears c•Ieacer Ih;ul the document, the document is of macg,inal qunf;ty. Ililiii i I( .�# f .� ,i A�,-� ��,I�II�IIIII '1�1IIIl�IIILI ��Ill�llilF • Illllli�lllli I IIIIIII�IIIII IIIIIII�III�� I�l��.�1, �1�� }�.I�k1,'II IIIIi 1 It�llll IIIIIIIIINIII�IfIIIIIIIIIIII IIIIIIIII IINIIIItIIIIIIIIII IIIIIiIiI Alllllllllllllllllllllllllllllillll.. Illf...lt ..QIH11.. 30 X1 i ,iJcu. ,a:y/BlfYilWin1�111Y�s - .•,•�i.,:a,;..�;.. ..:._,....,._.. _.. .' ,.Ii ,. Y .. •. ,.- i. :,. --..'::. .. v. -... a .. .. Y1 ?F J 1 tai ti ........,. .� :YF.JG::IwLs,i kr[XSy::u..,.. -�i3Y'^t'Ty;•,•,•,.. ..•. . r� • f a I It f \ 1 \ 1 \\ O \1 11 1 \\ 1 1 • \ 1 _,A MATCH UNE - a* *W 0 PIA 1 —Z R-A \ r ' r ldf 10 DW E , \ • 1 ih 14 D&H r ROD •,.I 00 fm I jr �1 I � ��` �l � v, PLS wE2••S - � � 'l I1 � --- -- . 5 1 r ` ; City or Tigard Plan Review for ,4- r2-P i __ Building Shells 5o d & Site Work February 23, 1996 � I 9 DWS I . b� �I I .• PROJEor. mon CASCADE � '?f'•r ,_I[„ �_ .Y�J' -v-1--/` L-J✓'per.)t.y -J-Z/W7.-� :`i[ r�-•��t L� E3OULEVAF? D COMMERCIAL CENTER TIGARD, OREGVIV `o �MAiN. Pno.[ccr NQ Pere No. , DAM , � l . RLVWVN/ r DATi 01Wnp TIN r LANDSCAPEA : 217-4 TEUFEL � SHE � L � N DSCAIf' E � t 01 ON IX 1 A ENEEr rma,4%WCAPE PLAW; zmgh*v,Gjausa For GseadiaJouN=QW& Thin prn has bean p"fed a>Adnk"favor Taub)NWW",Inc. and Pr.rew l sr4n, uM panni and dp'4'Ib"w Cascade Blvd,13029(Shell Only) CHRISTOPHER. FRESHLEY + Inavr�on Ib�tlhllt piola�t Any unauho�ltad uaa a dupigron d 1111 plan v�llhat vMl�n pa111iaien A01n Tiil Nunnry,ane, LANDSCAPE ARCHITECT BUF 96-0097,MEC 96-005; MlfT ND 33 0l 41 and Pkwu b hr#vdm Is�d tato s a TAYwU RV#n#1 •. ft*Tl Apft.*So"ft?1M • .14.6m�q•I II 1 L2 I If (his no(ice appears clearer Ih;nl the document, the document is of marginal qual.q. 1111111111111-ttv1Ifi i f, {Iff�l�l�l i(1�1�{�I�f�l: i�I`I�I�I�f�l CI�I�I�I�I�{�I I I�I�I�I�l�l�l FIJI (I IN 30 X I�I�+ �� . � ��i tnlllnl IIIIHIIIi�Illliullmll111 millln nnhnlhuihnl nnlull nnIlnllnnhlnllnllullllllillll �I 'i r ..•,_�, ,,.,.-,.,,:.*•.,.... _,.--r..avr..:+h+.'wnwm 'xilRAmsa'�awT"�!�@'1 .. ..: .... .ww..m�+rwN.•m...a-_+,,..mr�.p.-'�9'rt'" aw "'ae�R7aE!s _ ... .. .. .. .. 7F�• ., _ .... :, .... .. .. ._. ,, v RIGA ' ON LEGEND • �T ohm'"MC pr a hW n,A,rrtW f!kmw& '. ^ swimn OwsMpo A! N �rrl t .�,,,,,� � 8t1ID PV,.p �r alslMijr Ames,Iqn,rrsi*,Mn 18 111111.111196,"�t.* 6 n �/ttllp 01111 Sd*dW&40 PVC p44 hr staa w urair rood,, .01 Rakdit 1100- I SES T Clsst 800 PVC pow Av td utlw avevem. Stro 2 Irma d omw of p4m ❑ a*SAID 4W30' 4./1 Raktid MN JUST G Randlild ESRC-21 h1ot0an Co*Wm(wo r QW04. 1b 1.1 low .36 Raided 1004 10Q-LA V Fabco NmW 300Y, 1,6"DOW*Check aacldlOw pmvwgmr. t/Y 107L .711 Rakftd 1800-IWLA BN Valve, 1.6". ` FW low 1.R Rait" 1804 10F LA • tair6id Alodsi 3RC Qukk Caply. A S4 war. `4 I*a wills RdnbUd 180*-I0YAN-LA Rahbid Atodal PEI,Ekwok R N mo COrwa Valli. 1/1 1!7(L .Os Ratiblyd ism f2Q O Renrob CarNul VaM Number. >iAm 1?2 low. 1.30 Ralniow 100412H (Q Pnoi"Roai6Frp Va"- Wear AfodN Ugh, I.i" Fills 121R. LO Rimilft d 180412F Vr Are 12R Via Rair*kd 1800.12YAN carrL vAl vE lU 1N file CONTROL VALVE NUMBER 1 ! 3 4 5 0 7 0 .*1 Ratftd 1000-i 6Q GALLON PER ANNUTE s0 46 07 38 s0 46 28 21 CONTROL VALVE SIZE 1,5" t.6" J.g' 1.6" IX 1.6' 1.5• 1.6" 1/2 16R 1,00 Rand d ISM ISM L■LAWN, S-SHRu&GRD. S S ,, L S L L OFa isle 3.76 Rakftd ismi6F CONTROL VALVE NiWBER 0 10 11 12 13 14 15 f0 Q Q (? OAU ON PER ANNU7E 60 35 42 23 31 10 31 30 `�"' c isle „ides Rairbid 1800.1SVAN CONTROL VALVE SIZE 1.6" 1.6" 1.5" 1.6" 1.6' 1.5' 1.5" 1.5" ® LuLN/N, SaSHRUAiVRD. L S S S S L S S Pa►t cr. :2w .70 r-Bid r1-PC-T22-Of QCONTROL VALVE NUAMER 17 18 f0 Part Ci22% 1.30 T-bid T41-PC-T22-13 GALLON PER ANNUTE f0 42 23 CONTROL VALVE SIZE 1.5" 1.5" 1.5" � Fu0 Ci. ??R 2.70 T-Bed U-FC•T4!-!6 LwLAWK 3mSHRU&GRV. L S S Pm* C+. MR l.00 T-Blyd T44OC-T3426 GENERAL NOTES: 1. T1*PAM Is sdmoaatic, - NOT11Ft: pel"d anis in pMrwnp beds wAww*W �� Nc;s/now�r ti Pte. t. V !. So*i+a+w.�- f041M PSI. Dam�a-�Y 1Ms�t0 pd;Over hwd�-!i pd yrs S�2 Ursa dsnaN►daw !. Law Awdr•1"yqr,� Slwr ANi-t•pop.rp, Oretr�nntr- 1!'popwp. 3• VwOy 0'ra oo►rlaANltn Lnlwaert pou►rd mwaNawnwpr aid a1lr"rye p►1or to � &V work. No"ileo hWAJ00111P9 aIC1i111111111of Of MY docnPwdas knirmdeftsy �� 4. AOtAllt Aoki as 10W*19d Th@ owWWObr drab not w it u SW 00 ��as ov y wflsn N is obAmm in N»AWd for ` % go .••' S VeW O '"f r pnnwm tlnaf pant Of oorwmAn mmw fool ma4a to �,��= 11 \� �,,.• •••„"'.• ` Awibc.,r+•No ad k Ibr ofpmm we vele a .nY want ,,,•••- 0. Co•OrdnoOn/road tarNans w>IEr Os1se arrd atlnrbt b iwrue oOwpk+Js cAlowape. 7. AnWdr One aiAdomm corMat wiry b smh v&W a:.jw to cmenon for � � � �� ••r+'•,r`' �'� uta In RmIlt wbw Ask Cahr to br dIbmw and bbobd as %xra wfn'.It ovwellor: l 'X ••ti AllIt �- - al % h. for It Ile • 1' • It ' q II E City of. Tigard � Ail V . 0 Plan Review for • -- r= _ 2 Building g Sf ells & Site work �- February 23, 1996 PROJINCT \ MATCH LINE - see sheet L4 i e `� �' CASCADE BOULEVARD 0 COMMERCIAL CENTER ~'r ' TIGARD, OREGON me mcr Mo. PLM No. , DAn . \ �vrAWN, DAM I� D&WOPrioN IRRIGATION PLAN TEOFEL74 14 I Ss�r ,L ,A N U S C��I I P E , UR ' ' N elver rrr�a, IR11101AT10N PLAN Excluslvlihr C/ausa FOE m-fiscade Boulevard -•••*•l s� ('� This pin has boon pwpmmd excitalmly for Tadol Nusery,Inc �i�ck tcr n►� un a d� CHRISTOPHER FRESHLEY of 06 pin v0dwo«Min pamieion bnm TefBN Newry,lne, A N i) S C APE ARCHITECT L3 and Pin eeb Invesiln i prohbfrd - arssrr Na ' Cnscade Blvd,13029(Shell Only) Imn`I I NY1.0 +I M I" P111111ANe OUI3 14 CNN vn m wI a BUP 96.0097,MEC 96-0055 34 of 41 f If this nnlice appears ciearer Than the dncument, file document is of marginal qual:;y. D ' .. ;t , �`�li�i��i IlntI Milt . : :' mI#niI IhIINII+inInl�+mihlu mllilii Iu+Innhnlllui IIIIIuumnlull�Imllfnuhihlli+Imhn r ►,.m, .' 5 ..... . Flt.., .................,-.. ,a>WfIVj' e•G•dJ4., , I.. .:i w...�Nw. ��s�. .a...�._......��.;..,,.:..,.:..: ..:..._.::......,.,_.._..:.•.... ,.....,:. .. -. 'il.�r.:tYucw�'�at��.s-.��s:tc�� y��.�.�z+d.e' .:-. y.�. .WuJ.e�YaJJWv_wl�u:.�uiw.:c..a.,,L:.a...�...wrlw'v��..� "..��.. \ i 'MATCH LINE - aN N>wIt L3 \ f , • \ III- r � `� -4C it \ i f ..Y.Y.--------.Y.. ...N. NN........ .. .�...N...M.YY.N.N �« II ., 21`t Icy ��II .• �1z 13 14 1>; 16 111 I�4 I 1 ,2' ii. � _ 1 i ►I I I n17 \ / - - -- - - - - - - - - 'Ilk _. _- _ - _ - _ _ _ -;z i �1 II i ll-y ,r , , I 1" --�� •��— - CASCADE BOULEVARD COMMERCIAL CENTER TIGARD. OREGON rwo-oc r PA_a NO. , cA n, IRRIGATION PLAN "vo ` r �°A °O .r�, 1 of - 201-OPI TEII EL 0 COMME '? RCIAL - O��EUoN � p L A N D S C A P E ,y «+tar nria, IMIOATIOlY PIAhI 911129A&M Muse For QRSEM"goo mw j'E Ag This plan has basn pmpomd ouko ly far Tout ,Nwaary,lee. and aihndds Im.alord, l An u pdm,�,g dna daaioVks CHRISTOPHER FUSHLEY Irn4iWlon br Inis prsl.ct Any unau�hortaraa un or aupl�.uon of thla Plan v*hmd w ftn pdnnissim Ilan Taub!Nwuq,Ina. LANDSCAPE A R : H t T E C T Cascade Blvd,13029(Shell OnlV) and PMtnoeb Invooms is prohi oot lex s• TA•r4J. umi m rxttw.�o.o#1lonM rfs� • +m m a�� T Ma. , i ' 96•(H197,MEC 96-005, � 355 o of 41 If this uulice ;ippe;u•s clearer Ih;m the clocumenl, the document is of marginal gnn'�ty. f �I�fI�I�I�i I�lllil+til . III�I;1�� IIIIIIi�illll I�Ilill�lllll I�I�III�1�1�� ,, �_��_ #I �Il�l iluil rli r i = I-Un--- 30 X ulllimallim�nnlin�nllhn�l��il��,�ui�liu��nh��Il��lunl��I�im�Inn�In+ ' Irk .•.r s'�'>_�..W,.eL..w.'k.ui.. �.—..u, ..._..�....� �....`..n.-.� .a�l�uWrsy.�ti6 ......... .... .�;.�wYoae - : , 1 .y. ,�r3 m •i - yy i a W^ • r WPM PrF Adbilm yMti 4r" ,7.:i' ' '•' o-j! ' ��J�Al 1 a ky.' v.yy�.•`M It •+ a .r,-wTi"v MTtpopy , tl� Ji I Z 9 4 5 6 ,� ; k oil • I � igill< ► �b f , fill I r Q `► 4M ism l , � f ► I ► z N I 0f I I -RETAIL 01 1 0' LONGEST R11N I" 48 h115H TOTAL LOAD jUliI 2" 2" 2 GAS MET RS • . • ,• • (LOCATION TO BE G r- --- ------ - - -{ ------ - - - - -- - - I _ _ . -- �T,' - - —- - — - -.�__ _---------- ----- -----•---- - ----- -- -•------ - —•-- _ VERIFIED W TH NWNG) O I" —1.11 RETAIL '1 115' LONGEST RUN II 10M MBH TOTAL LOAD 1-1/4 I L 11LL " ROOT" C AP � I I upI i .WA Revisions for I I City of Tigard [^7 r r Plan Review for -- -- - - - ------ - - - - --- - - --- - - ---- - - --- - - ---- - - -- - - -- - - - - - - -- - .- _ _ ____ _ _ .. _ - - - -- -- -- -- -- -- ----- -. - - - - - -- -- - - - - --- - ----- Building Shells 0 � May 2, 1996 �- W zO Q ►=1 r-+ C7 LL 0 = zo DUILDINO 1 - RESPONSE TO CITY OF TlaARD PLAN REVIEW: O A A Aechaniaal �1 Q (J c� 1. The one settings will by an Solloroi Wiak►►a Taunt Space will be 7140 ofm (AC-1 thru 6 e 1100 atm and AC-: a 540) and the "Gent Space will be 1080 ago (AC-6 i 9 • 340) l T^ �` _VAC PLAN_ BUILDING 1 2. ,Sack• detectors will be installed per node. Exception will be SCALE: 1/16"*I'-0" taken for units which serve rooms which have direct exit to the exterior of the building. 7 OI f f to 3• VLHX to provide engineers design. 4. Label• will be applied to root mounted units. Electrician to A'i11J/li"-1'O" provide disconnect and 120 volt receptacle. 3. Wickes and Vacant space tenant improvesent drawings to be submitted when authorized to proceed. I � S 0 z u) EQUIPMENT SCHEDULE LEGEND �' t N AC-1,2 4, ROOFTC P HEATING 4 COOLING UNITS GUH-1 GAS FIRED UNIT HEATER ...... PI)) C z 546 CARRIER MODEL 48TJ016 MODINE MODEL PAE W/SPARK ICsNITION PVAC SUPPLY GRILLE Cr 15 TON COOLING r-APACITY EER 8.6 115000 BTU INPUT HVAC RE1 URN GRILLE 270,000 BTI! GAS HEATING INPUT 115 VOLT-1 PHASE U U 6000 CFM s.6"SP/MIN OSA 1100 231 LBS. HVAC EXHAUST GRILLE C 480 VOLT-3 PHASE 45 MCA '10 MOCP .f.r c FURNISHED WITH CURES, ECONOMIZER AND REP-I ROOF EXHAUST FAN NMR FLEX DUCT (D o v POWER EXHAUST (SIZE TO BE DETEM"''NED (riot to excead 8'-0"� `�' L ' (7, Pq PER TENANT REQUIREMENTS) E � N "' WEIGHT 1934 LBS. N d -' VOLUME CONTROL DAMPER z AC-184 ROOFTOP HEATING 4 COOLING UNITS oW�$; ® o 0 CARRIER MODEL 4STJO08 SUPPLY DUCT GOWN o U w RETURN DUCT DOWN `" � �-I/2 TON COOLING CAPACITY EER 8.9 o z 224.000 BTU GAS HEATING INPUT Q) W M � 3000 CF1"i V.6"SP/1"11N USA 540 480 VOLT-3 PHASE 18 MCA 25 MOCP FURNISHED WITH CURB AND ECONOMIZER WEIGHT 1051 LBS. d � � U, - �_ - - - J. u ,a O Joe No Gnscede Blvd,13029(Shell Only) � Z BUP 96-0097,MEC 96-0055 lMT. NG 36 of 41 I 1 If !his 11olive '11) Mu's clem*Vf* Ih:u► fhe doc►nnenl, fhc docun►errf is of n►;u•kin:ll qua►;fyn ) 111! •`� It[i iI�1111111t1N1 NIIIIIIIIiIIIlllll IIIIIIIII IIIIIIIIIIIIIIIIIiI IIIilI111iIIIlIIIIII1111Illlllllllll!lillllllll �h , �y ;w �.. �• ,. ,-:rte-, ,„ ,�. 4 , 1�a i I 3 �/ ( I � rib,( ! , j I I I I � I ► II I I �,. 1 C� - - r i s 0 T _-• � I I __� (_n r I i I I ► , I ! ice. � ( ``-.�r• - , pI I I W` -1-104• 1112. 2 Z. cANoR=ti' r lM CANOPY- I . I • 18EL OW ❑ 1 ' 1• REF �. \ —+•fay.• • i.J 2:/Z: I ��\lL_ I •w • i J I v. EF-I ❑ I-La EF-1 El LI46111, e - OVERFLOW (STAPLES) Sr—UPPER (COMP USA;BCUP}°ER 20 GAS METER"(LOCATION TO 5E VERFIED WITH MIWsi SCUPPER STAPLES-16'15 NG 5 BTOTAL LOAD,250' LONGEST RN COMP U8A.1540 MI3H TOTAL. LOAD, 210' LO 4GEBT RN r PROPERTY LINE F"`1 0 r- W C) City of Tigard U- �' � o o as Plan Review for o A w � I BuildingShells Q u � & Site WorkE—' } CIO i February 23, 1996 x � e HVAC PLAN -- BUILDING 2 = __ _ - -- — EQUIPMENT SCHEDULE ( 1 RETAIL—STAPLES) EOUIPME�IiT SCHEDULE (105 RETAIL—COMP USA) LEGEND SCALE: 116"=1'-0" 10 - - — / RTU 1,23, ROOFTOP HEATING AND COOLING UNIT RTU-142 ROOFTOP "EATING AND COOLING UNIT RTU-8 ROOFTOP HFAfING AND COOLING UNIT i ® 445 LENNOX MODEL CsGS24-1353-210 TRANE "fODEL YCU 120 TRANS MODEL YCG 015 "VAG SUPPLY GRILLE 10 TON COOLING CAPACITY 10.1 EER 10 TON COOLING CAPACITY 9.2 EER 6.25 SON COOLING CAPACITY 9.0 EER z o� HVAC RETUR�'N GRILLE h 270,000 FTU GAS HEATING INPUT 150,Qi00 BTU GAS HEATING INPUT 120,000 BTU GAS "EATING INPUT 4000 CFM g.6"SP 4000 CFM 9.6"SP 2595 CFM 6.111 "VAG EXHAUST GRILLE 460 VOL'-3 PHASE 29 MGA 35 f'10CP 460 VOLT-3 PHASE 29 MCA 35 MOCP 46-0 VOLT-3 PHASE 17.7 PICA 25 MOCP z WEIGHT = 1845 LBS. WEIGHT = 950 LBS. FLEX DUCT CLI o WEIGHT = 1628 LBS. 111111 FURNISHED WITH CURB, ECONOMIZER FURNISHED WITH CURB t ECONOMIZER I�URNISNED WITH CURB t ECONOMIZER (riot to exceed 0i 0 AND (�C)NCENTRIC DIFFUSERS RTU-3 ROOFTOP HEATING AND COOLING UNIT AHU-I AIR HANDLING UNIT (INDOOR) >i -' VOLUME CONTROL DAMPER w z RTU-6 ROOFTOP HEATIN_� AND COOLING UNI TRANE MODEL TCD x'15 TRANE MODEL TWE 030BI Q LENNOX MODEL C'sCSl6-261-50 6.25 TON COOLING CAPACITY 9.0 EER 1.5 TON COOLING CAPACITY � z 1.5 TON COOLING GAFACITY 10.1 SEER 8.1 EER 120,000 BTU GAS HEATINC:- INPUT600 CFM 0.5115f' � SUPPLY DUCT DOWN � 2400 Gi--M gb"SP � 50,000 BTU GAS "EATING INPUT 208 VOLT-I PHASE 2.6 MGA 15 MOGP 6RETURN DUCT DOWN � ' 00 Cb I=M 6 "SP 460 VOLT-3 PHASE 11,1 MCA 25 MOCF all 208/230 VOLT-I PHASE 18 MCA 25 MOGPWEIGHT 950 LBS. CU-1 CONDENSING UNIT (ON ROOF) ® c WEIGHT s 438 FURNISHED WITH CURB AND ECONOMIZER TRANE MODEL TTR 018co w FUR" SHED WiiTHB URB AND ECONOMIZER 208 VOLT-1 PHASE II MGA 15 MOCP ` - U v RTU-4,5, ROOFTOP HEATING AND COOLING Ul`4IT WEIGHT 120 LBS. � RTU-1 ROOFTO HEATING AND GOOLINCa UNIT 641 TRANE MODEL YCD 150 _ LENNOX MODEL CsCSl6-513-15 12.5 TON COOLING CAPACITY 8.1 EER Omo c'q� 1 � 0 4 TON COOLING CAP4,CITY 1035 SEER 9.5 EER 250,000 BTU GAS HEATING INPUT ca o to I 15,000 BTU GAS HEATING INPUT 5000 CFM �. SP � � � 0)460 VOLT-3 a,, ](000 CFM +�b"SP PHASE 32 MCA 40 MOGP �VJz ry 460 VOLT-3 PHASE 14 MCA 20 MOGF' WEIGHT' a 2140 LESS. w ' WEIGHT 702 LBS. FURNISHED WITH CURB AND ECONOMIZER FURNISHED WITH CURB t ECONOMIZERlow � o RTU-8 ROUFTO'' HEATING AND COOLING UNIT �Nt o U.;o z c� o LENNOX MODEL GG524-953-200 _�'' W.J 1.5 TON c�OOL ING CAPACITY 10.0 EER N -00,000 BTU GAS HEATING INPUT ,wwon, 460 VOLT-3 PHASE 22 MCA 25 MOCP G a►. er WEIGHT = 1454 LBS, Uv.A FURN15"ED WITH CURB AND ECONOMIZER rnscade Plvd, 13029(gl)e110n1y1 AQP 96-r-097,MEC 96.0055 37 of 41 2R• NO. " r M — 2 Noma If This nolire appears clearer (11:11= 111c d6c11111ent, the docl.Iment is of margin:ll g11a':t3'• I ( IIII f # ! �' 1 11111 C 'IllliI k I I I I �. 1 l l l l l l l 1'1IIII�IIr}1 IIIIIII�IIIII IIIIIII�IIIII IIIIIIl II ' nluil r�ilii� - I '' - _ `�,1►1lhlfl llnlr!II((llllll111uI1uI1 nlliiln Illlhmllnlhnl 11111110 uulnllinnllnllnlllnnllnllrn I1n�11 Itl�lill fI•., ,- z a awl MIT ,.. , -. .. .. � p�1..y,,, ,�.. ,.. 4.._.; • .... .. .cy�," ,_. m;.tb M1:.A, _• _.. - � �'" Sgt., t`. :, - . l�• . `" "►v,'yy"y� IN— W. i 1 : l• T ' 1 \ 2+ -- —�I 4"gyp Y acre a', I t INN! 4 dxr, / / t 11\2• I I I / I — . �. RLTAII 1 RISER�__ --- RETAIL 1 TOILET RM NCITe. STrhP ALL V/A,TtR IitATERS PFRPODE i. L41111 I 3 4 1 I ; . •, a RETAIL 2 TOILET RMS, JAN CLOSET, EMPI. LOUNGE :r --1 kwllflp""a eRu.nN;rYAllfd.,' :. I 1 p I I y r •"f 1 -- -- —___—--_— __ —_-- —_—_—_—_— — _ I HItU 6110.6LL ERvICt RD IY HB VA LYE .^ e — p--. c L rof,Poa City of Tigard .�• I I yp • �, , O- - - - ----- ---- - --- - - -- - - - --- ---- ----- -_- _-- - - ------------- --.---- - ---- - - - -.____-- - - --- - --- -; ---- - � Plan Review for I We N. lyz• Building Shells f I�� _.._ I I f� S 100 FETAIL I & Site tiVorlc February 23, 1996 DF I I - ' C)E A N WARREN PL86 1N. \\ --- ----- -- - ----- . .-. _ - ----- --— _— - - - — -- - --- - - - -- PAUL- RAI+13 --' by ; ` A /+ 192 RETAIL 2I — to Ito--J" FED. IL M6 / Z. I ' 103 STORAGE i V CAS, C.4kDE , I IN / I I BOULEVARD RI S F R D IAGrRAM / r COMMERCIALI CENTERIwH�6 6A� 4 f,r. co. (a.F, C.O. 'I I — 1 — — • --� I Q0. C.o. I Fp I I TI!GARD, OREGON ino.rtc r N0 — W/ IV RI.5&95 ' flff N0. •: I OA TE , R&W910N1 , OA Y! , UE SCUP TIDPf. I I - I - --. 1 ' I 3 1 8 flWSrr rens 2 , BUILDING 1 N PLUMBING 4 PLAN FLOOR PLAN ----..— rpr PI . Cascade Blvd, 13029(Shell Only) ' BUP 96-0097,MEC 96 0055 38 of 41 -111. •t."k. M1;.- .. i�_., '...t iw<�-.' °'61., .+,.'��. '.`�::�.., _�y}�. . t• If this notice appears dearer (11;11) the document, (lie document is of marjinal quality. -- l... illi( (Illi �ufl nnl�i�fCf►Inlllllllllll)ini II+r Inilnnlnnhnl fmNn1 nnlllnllnllnn Ilnlun uIIIM r tai 6 P I gin.: f IT ,. ... , ,. � • . . ,gin..; &' ,t. ,�� `�r x� ,, +h :�',. W1. ��i �� 8A �.�+N� is '• ;., r � �� ' r � , LL•�� t is�L , t � ' ,� -��. a •'s .� !w 1 iii ,SYS r r,Y 4v vm • I f .�•� 5'`.�•f I, ySrl / M1 y ,�y r�,�'w� lr-. �," Il�� .'. 3 �y S , I" +µY b� •��IF�A� Cr�LI 1.rsF• �I Vi4 . i ' } I ' 3 t' L � I RETAIL � I RETAIL Z I I--LD 2 3 4 I --- - -- - - - - - - - - - - - - - - _ --- -- - - - - - - - - - -- - - - - I ' * GAL 04l1.Azov& i I I -- _ TF±euRu 'r II - - - - — — —I — �, eon vw�vE ao�t _ --- Q 1 II I I I I WB 104 A04 I I I + + City of Tigard + I Plan Review for Building Shells _ - - --- - -- --- I + & Site Work I , _ I I — _ February 23, 1996 -- —.—.._._._--.—.-------.--- — ----- - _- I I + L - I ( DEAN WAIP REtj PUS& --------- --� + 101 RETAIL I 105 REL41L 2 RETAIL 2 TOILET RMS to ' AV* , G PORTLAND 0111E6 q1201 I I I + I I By- PAUL KAAIL — I + Co. FtaY 16, lctI6 I J noScr DO r CASCAD E C A N T E R 1141 M 10� gTOFtALc a 103 OFFICE a + ( T I G A R D, OREGON 00 _ — - - - - - - -- -- -- - (2 - - -_ — — _- - -_ _- - - - -_ — — ILENo. o. , — -- ._ L _ _ --- -- -- — — -- --— —' —— -- —'— ; , -6 l(a' —T— Z-- — — —` --T HIB z — `— -- --L_ . —J OA 7E - ---T_- ----- I RISERS fYp, — -- - - ------- -- R6vilioN9 , oArE , oE•cn�rnN Y ¢. . 8•- -_ �------- I ' 5EFE SITE PLAm TMP RETAIL 1 TOILET RMS ENEFr rrrLE . 2 3 4 5 ra SO BUII LDN SO PLUMBING PLUMBING PLAN 1--:1 LA N CBSCAde Blvd,13029(Shell Only) 84"T NO. OUP 96-0097,MFC 96.0055 39 oa 41 if this nolice appears clearer Than the document, the document is of marginal gaal,ty. i�.+l►Irli• it , :�>� �r~!I 1111 r�11 I i ti � Nip, MIN 111W.� . _ I , I I I i � � I I I •f I hI� i�il1 ililili rlrli ililili i,If�� t' .� 3 0 X Iilui I�► .. .k '-- :_ � Miff Imirnr rrrllllrNlullln unJnn rlrrhrrl�nlrhlrl,ulllrlu nnlml rnllrnrrnrllnmrrnlh ,, i 4 l , { 1 h q-9�77pvf ill cE;:- 1 I r u HIGH VOLTAGE CABLES BUILDING 2 BY UTILITYBUILDING 1 TRANSFORMER z a z z BY UTILITY z z a o_w W m 480Y/277 VOLT o z Ln z z H _j Cl LLww Q a �o o . z z a CONDARY 7 7 z~Q w o U r 0 U < D _ O 0. �N 1v„1 w aw �U OU CIL w VO LW QW U� Nwvi �dw �fn (30 r7Xo cY�� cr MULTI-METERING SWITCHBOARD o a a a E O z::) 0 cr _j a N w -METERING SWITCHBOARD (NOTES 1, 2 'D g '`'� R o o 0 S D a 2 � n a n o o I �' / (NOTES 1, 2) ) :D a. 00 .. a� � r)� 1 11200 �120o A Bus - A BUS - 1- --1-- --- I kWH 3 I ^kW/ 0 I kWN 1 3 I / 3 I p ( —,kWH-40 O z ��/ X00 A 1 1, / ) 1kW j ) g 200 A I a WO /'� Uz O z r ,kW j 2 I I F -�kWH I z LO Q s ° ' 200 JA ° z 1 200_A a NOTES Ow I /1 o t / WI I 5x 4 ! ( 600 I -j a 600 I l 800 I to � I nkWH h a w 0 1- , ` I 200 A o f \ v w• ( 1200 A I w a i! D � L _ � �— 1 w 3 zl L - - - D5 \\Z/SEP. L — , I IU w I. EACH MULTI-METERING SWITCHBOARD SHALL: VCONDUCTORS I , z z ( 100 I BY UTILITY (NOTE 3) �'1 ( ; I I • BE RATED 480Y/277 V, 3--PHASE, 4 WIRE 1 1 ar+v LI i 1 !_ �J I-[ -� • HAVE A SHORT CIRCUIT RATING OF 65000 AMPS • HAVE AN OUTDOOR RATED ENCLOSURE a z + INCLUDE PROVISION FOR PGE-SUPPLIED METERING a z ro- z PER PGE REQUIREMENTS. 600 AMF U.G. FEEDER 5 UJIw TO STAPLES' ELECTRIC RM. J + BE SUITABLE FOR USE AS SERVICE EQUIPMENT (--- • COMPLY WITH PGE REQUIREMENTS PANEL "A" • COMPLY WITH APPLICABLE NEMA STANDARDS '(OWNER'S PANEL) , • COMPLY WITH THE NATIONAL ELECTRICAL CODE SEE SCHEDULE I • BE U.L. LABELED (OR EQUAL.). City of Tigard THIS SHEET - 2. COORDINATE CIRCUIT BREAKERS IN MULTI-METERING Plan Review for SWITCHBOARDS WITH TENANT DOWNSTREAM CIRCUIT BREAKERS TO UTILIZE SERIES SHORT CIRCUIT Building Shells LOCATE OWNER'S t'?IS i RIBUTION EQUIPMENT RATINGS ON DOWNSTREAM CIRCUIT BREAKERS. r`7 ADJACENT TO MULTI-METERING SWIICHBOARD 11.Jr ON OUTSIDE OF WEST WALL OF BUILDING 1 — ( 3. UTILITY FAULT CURRENT AT THE TERMINALS OF EACH & Site Work I MULTI-METERING SWITCHBOARD IS 24023 AMPS (PER PGE LETTER DATED 2/16/96). nrw� February 23, 1996 LOAD CENTER WITH INTEGRAL TRANSFORMER PANEL -13- 120/240 VI Nr SEE SCHEDULE I ONE LINE DIAGRAM T�`11S SHEET I � £.��bi�f I , N oxacol+ -�^ EQUIPMENT AMPS LOAD o o;a L1 L2 L3 oja ,o AMPS LOAD I EQUIPMENT ry '14 30 1',p, c� SERVED L1 l2 L3 z � i cjid U z L1 L2 L3 _ SERVED °Mqg G PARKING LOT LIGHTS 16 1 30 �1 400-1 PANEL B I PARKING LOT LIGHTS 2.0 3 30 "� 40PANEL B PARKING LOT LIGHTS 20 5 30 7 ----._..--------- SET TIME CLOCK FOR TURN-ON BY - - 7-DAY / PHOTOCELL, TURN--OFF BY TIME CLOCK — _ 19 -� TIMER SUBTOTALS 16 20 20 NEUTRAL SUBTOTALS a 277 VAC 0 M VOLTAGE: 480Y/277 3 PHASE, 4 WIRE, 60 HZ. TOTAL AMPS, L1: 36 PANEL NO.: THOMAS G. EDEL, P.E. MOUNT PHOTOC'•:LL BUS AMPS:- ..100 SHORT CKT. RATING: 25,000 AJC* TOTAL AMPS. L2: 40 PANEL �,A.. 9232 N. TYLER AVENUE AT ROOF LB:7L -� 30 AMP NOTE: MOUNT TIMER AND LIGHTING MAIN CIRCUIT BREAKER: NONE TGTAL AMPS, L3: 20 PORTLAND, OR 97203 I LIGHTING CONTACTOR IN NEMA 3R PANEL MOUNTING: NEMA 3R ENCLOSURE, SURFACE MOUNT TOTAL KVA: 27 LOCATION: ( 503) 289-2904 C0NTACIC,. ENCLOSURE NEAR PANEL A. NOTE: SHORT CKT, RATING MAN' BE SERIES RATED WITH UPSTREAM CB. BY BLDG. 1 SWITCHBOARD �I� C TIMER, CONT4CTOR, AND PHOTOCELL MUST BE RATED 277 VAC. (NEUTRAL IF REQUIRED) INSTALL WARNING LABEL INSIDE PANEL A SCHEDULE LAlENCLOSURE: "WARN!NG: 480 'VOLTS"PS-RK CASCADE PAn Chf. 1 30A I IBOULEVARD 1 j EQUIPMENT AMPS LOAD m u L1 LAMPS LOAD EQUIPMENT CENTER 2 m o SERVED L1 L2 1,z (--- ( I z PANEL A PYLON SIGN 1 20 - -- L1 SERVED L2 - CKT. 3 3DA SPRINKLER SYSTEM + 3 20 n �_[14 TO PARKING LOT LIGHTS 5TIGARD. OREGON 7 SUBTOTALS • • 11ANEUTRAL SUBTOTALS PANEL A �~ „-- -_ VOLTAGE: 120/240 1 PHASE, 3 WIRE, 60 HZ. _ TOTAL AMPS, L1: PANEL NO.: 96ts CKT. 5 -- -- PROJECT NO. 30A BUS AMPS: • SHORT_CKT. RATING: MFR'S STD. TOTAL AMPS, L2: : PANEL „B>I1 PLENO 9etsos.owc MAIN CIRCUIT BREAKER: MFR'S STANDARD TOTAL KVA: DATE . FEB. 20, 1996 NEUTRAL - -- - --� PANEL MOUNTING: NEMA 3R ENCLOSURE, SURFACE MOUNTED LOCATION: REVy1pN! OA TE , micRrriDN , NOTE: • F'ELD VERIFY P1,NEL LOADING AND SIZE PANEL FER N.E.C. REQS. BY BLDG. 1 SWITCHROARD A 2/21/96 FOR PERMIT i PANEL B SCHEDULE PARKING AREA LIGHTING CONTROLS I lNFFT Tm E , ELECTRICAL. ONE LINE & SCHEDULES lNEET n0 E Cascade Blvd,13029 hell Only) BLIP 96-0097,MFC 96 D056 41041 i If this notice appears clearer 01;111 the document, the docs mrnt is of marginal qua';ty. Iil--le�l--i��lj- rl #. -ICD . �}��t�llrl r�t�l��t�t�� T�f�l�l�i�rlt tllit�tj�+i�� i��i�t�t il►lil ' Ifuitjii►' ' :v.,. :�ii�ttrhui tittHtit tut!SIIIIutIIIIII nll�ru ualnnhminu Illllnn ntllllnillnllmtlnllmlhlnhn