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10487 SW CASCADE AVENUE-4 : rr* ...r.�%•. y :. t.e "a". 1" 4• 171 �, r•.,y - 4td. .:�f+� r. - - a.+ '.;, •ryrR.4...1 .y a,.,�. -�i�ry^ *^•a' ,.r • n ,��f', +w^ - •. _ V,a'<.� . -; ,.tiy'' �a *T• r'4C�•, �.4; :� ,fi .. ,1.., A ,4 r '. .. GR.a ,'^''P .7�r•' • -_y ,,' e + ' 422 PL'/, O l•6 . nfY T Alt r, -: .. - , _.��. . VICINITY 111+IAP , Y v YWIYiGTON 4616ARE k -- CMGMW CA?MTAW ..-.-..t \ '� �� `~ --`_—^�-�� .•��^. ~—�-'����- '_ � _. - yam_ 10 4—Y PROJECT SITE � '"; e CONCEPTUAL AERIAL PERSPECTIVE RE"rER TO PLANA AND ELEVATIONS FOR CUFRWNT It•F'ORI'1ATION z a _ _ ---- -- pUILD� 2 PROJECT DIRECTORY DRAWING IIJDEX -- -- ABBREVIATIONS PROJECT . INFORMATION OCCUPANCY GROUP, EQ LADED OY STATE OF OREGON 1993. CONSTRUCTION TYPE: III-N,FULLY SFRWLEiRED OWNER: ARCHITECTURAL WC.UI6HER cAD:+ET PLAM PLASTIC LAMINATE LEGAL: LOCATED M THE NW I/4 OF SECTION 35, T15, RIW, 1991 WIFOF!I BUILDCYs GODS AMENDED PINNACLE INVESTORS, L.L.C. r Aa. A�1�VOLT FEL. FIRE EXTFPL Fr,N16N PWD PLT'w� W1'1• CITY OF TIGARD,WASHINGTON COUNTY,OREGON BUILDING I ALLOWABLE AREA CALG� '�'�R ,"'LTIdN FF. FINI6HED FLOOR PR PAIR DAS!c ALLGWA►SLE AIRE,4: i?�G.SF. 1022 SW SALMON SUITE 450 Al COVER SHE:.?' AC AIR CONDITIONING OCCUPANCY GIoOUP= ®2 PORTLAND OREGON 97205 A2 BUILDING I FLOOR r'LAN AD. AREA DIIL�N R.UOR FLUOREbGENT PRPT P^RAPET ZONE: C-G ADDED STORIES INCREASE: NA ___ 503 22�-7258 . i ADJ. AD"TAIFLE FO. FUW16WED DY OUNER PT PRESSURE TREATED503 AFL ABO,!FLOOR L FOC FADE of BRICK USE: �sENERAL RETAIL SALES CONSTRUCTION T1 PE: III-N,FULLY SF'Ru°KLEFtED TOTAL= ��.` Qla00 GSF. � 222-4053 FAX A3 BUILDING ROOF PLAN •- - ACG. AGcan-•EGATE FOG FAGS OF GOINGRETE QT, QUARMI TILE It 190 ACRES/3315005 SF. ALLOWABLE AR1 b CALL: > Ib1DE SEPARATION INC VA.'9E: _ CITY OF TIGARD �1J. AIR HAND-1NG UNIT FOP FACE OF Ftr116H I TOTAL SITE AREA: - -- -- \ A4 BUILDING 1 ELEVATIONS M .....................•.......•.....•. ALT. AL•ERNATE FA.IG. RNISHED BY OWIER/ R RADIUS 5A5:C ALLOWABLE AREA: 12J NvD GSF. 3 SIDES FOR 100 Wo KOM GSF. Approved......................... ALIJMI INSTALLED BY CONTACTOR RAfs- RETURN AIR GRILLE 100900 :+F.l2"%) — GENERAL CONTRACTOR: A5 BUILDING 1 SECTIONS Fondltionetry Approved . 1 r BU'LDINGS ADDED STORIES MCREASEI NA ___--� A'� FOJD. FURNISHED BY OWNER/ RD R�DRAINC AP. ACCESS PANEL 65b26 SF. 1193R) bUBTc')TAL: 24J�m Gam• FOr Cab ti��w rk^a c�,r>••. I in• 1<I INSTALLED BY OWNER RFR I[EFRICiERATCNQ LANDD6CAPING T AOrZ P.1 4Ia ' - I Ts a 14,692 SF. 143%.> SUBTOTAL' v� nom® GRADY HARPER CARLSON A6 BUILDING 1 SECTIONS PlcFiwllr r,c. :Q���t FACE O MASONRY REQ REci 11RED OR RECO REMEN SIDEWALKS -__- .--,���i'J '1_ . FIRE SPRINKLER INCREASE: X 3 Dorror•t � IF REVISED x) TION INCREASE=�'-- _� _ - 2945 FIE ARGYLE 6�olct;.rte:Fn"':w .. .. . . ... . . ........1� �� BOARD Fob FACE c* STUD REV. REVERSE OR PAVEMENT 159,181 5F. (469 I blDl: SEPARATION l TOTAL ALLOWABLE AREA: 721400 GFiF. PORTLAND OREGON 9721 1 A7 BUILDING 2 FLOOR PLAN 3 pF, DIFOI D FP ripEPLAGE RA. ROUGW OPENRK. a �� AL':;Ch .. 1 I DL DG. DUILDING FRT FIRE �ETAteDfTIT TRQATEC RM. ROOM 3 SIDES FOR ro�io _ I�Ja00 GSF•_ --, 503 28�-9151 A8 BUILDING 2 ROOF PLAN BUILDNG AREA —Z4�p0 GSF. ACTUAL MILDING AREA: 50)00 GSF 5033 284-6057 FAX BLDG WLDWe FRMG FRAMWo SUBTOTAL. SODA ge/e1/p 6 BLI BL OK.P<, FTG FOOTING SID c BUILDING 1 ) _ - --��--� ��---�'-` A9 BUILDING 2 ELEVATIONS D•••e. # DOf. BOTTOM CIF°conNc, GLIDING GLASS DOot2 t 45 0m GSF. FIRE "M-ER INCREASE: X 3 ALLOWABLE BUILDING HE&4T. 55 FT. �' x eu BUILT LLP Ga G4lXaE 15C■D UJIC<ES-. _ A1C` BUILDING 2 SECTIO(�S `y GALv GALVANIZED 6W. "LF RETAIL: : 4,100 GSF. TOTAL AI_LOWABI.E AREA: 12 AM GOP. ACTUAL BUILDMG HEIGHT: 45'-0' ARCHITECT: g GJ1 GpNDucTcJR HEAD GL GLUE LAMINATED DFAM SWEETR : 5¢+ 00 GSF. _.-�^- - �. Al 'I BUILDING 2 SECTIONS CONTqOL )OINT rrr•tu GL-ASS MASONR`'UNIT ^ACTLAL WILDING AREA: 50)00 GSF. � MCM ARCHITECTS PC cj. CEILING GYP GTP•sal SIM 61MILAR - 6OG GLAD ON GRADE BUILDING 2 1��� �-^✓-�✓-�'�-/ r`�� � -- �x�'� LOAD / EXITING CALCULATION= 1022 SW SALMON SUITE 350 Al2 DETAILS C:LR CLEAR 6G SLAB GLRbb ( ALLOWABLE BUILDING HEIGHT: 55 FT, \ STAPLES: PORTLAND OREGON 97205 CLF CtzJ'+AR PLASTER Ne HOSE IIID ISIS SPECIFICATION COMP USA: : 25600 GSF• 1 A13 DETAILS J1P QVFQ Pt.A�1S MUST 6E ON COL. Cts V4T HG HOLLOW GORE SP SHELF /`)tip ROD STAPLES : 74 00 GSF. ). ACTUAL BUILDING HEKsHT: 45'-0' RETAIL: 20,110 GbFJ30 SF/OCG. • 610 OCCUPANTS 503 22�-151 4 CONI. CrP4011I T1: H HEADFR bp. 6OLL RE 1 50,100 GSF. 3 EXITS REQUIRED 5033 241 -1514 FAX >s CONAL C"'ININEGTI:� DR - - - 1 o CONT /ONTI UOIS HM HOLLOW METAL STL STAINLESS STEEL HORIZ. FIORIZONTAL bTL STEEL q-U :dNGRETi: r•tA.501NRY WIT TOTAL BUILDING ARl=A: s 100300 GSF. OCCUPANT LOAD / EXITMG CALCULATION: L� LOUNGE: 240 Cs.SF/15 SfJOGG.■16 OCCUPANTS . OFFICE: I�'.AO.GSFll00 /Or.G.•IIOCC.UPANTS 1 CTT CARPET NT WEIGHT ST1gJ_T bTRUCTURAL RETAIL I: . HVAC HEATING,VENTILATING buSP. SUSPENDED STORAGE: 2,400 GZFJ300 5F/OCC.•9 O=PANTS STRUCTURAL ENGINEER: CIVIL C6K COWTEW-11,11<1 AND AIR CONDITIONING PARKING � GT. Glr�'u"'G TILE T TOP k£TAIL: 4,100 GSF,30 9F/OCC • 151 OCCUPANT°' VLMK CST. CONTACTOR REQUIRED PARKING: 2 EX!T5 REQUIRED IREi .1L AND OFf►CE: 3933 SW KELLY AVENUE ID. INSIOE DIAMETER TDR TO DE 14MMOVL'D15lOCCUPANTS X 0Z 32' 681 Qr,CUFANTS X m� PORTLAND OREGON 97201 C1 SITE DIMENSIONING PLAN BDL. DOUBLE INFO. INFORMATION T/C. TOtNGUE AND GROOVE BUILDING I - - • •II'-4' Tc VET. DETAIL IN&L. 11-cWLATv�J Tw. THRESWOLD WICICES: t 45-500 GSF •1/1000.46 -- (503) 221 4453 C2 GRADING & EROSION ° Df. DRINKING FOINTAIN TAC' TOP OF CURD RETAIL: 14,1r'')0 GSF. 01/400■12 TOTAL Ex1T WIDTH PROVIDED: •9'-0' TOTAL EXIT WIDTH PROVIDED: ■19''0 (503) 248-9263 FAX CONTROL PLAN DIAD. DIAC•OIJAI. JT JOINT TAP. TOP OF FRAMING S 016P DISPENSER TDP. TOP OF PAVING BUILDING i TGb. TOP of SLAB COMP USA: 110 G.SF. �I/400.64 STORAGE:9 OCCUPANTS X 0� •2 �'I• C3 UTILITY PLAN LAv. LAvATORY T•OUL TOP OF WALE = 25� WICKE5: TOTAL EXIT WIDTH PROVIDED: •3'-b' p` rD„ tF?NCIaN POINT LT. LKWT TS. TUBE •SECTION --- STAPLES:-- _ ! 24,500 GSF. GV400.62 CIVIL ENGINEER: rR DOOR LOC LIGHT WEIGHT CONCRETE TYP rYP1CAL RETAIL: 38)659 G;F130 SFiOGG. • If99 OCCUPANTS C4 SITE SURVEY �Lt> ,Z U6 DGurLSPCIfi 184 4 EXITS REQUIRED CMP USA: HARPER RIGHELLIS INC. DWG DRAUAWa NAW. MAr-AFACTURER UD1N L24LESb O•.HERILJ115E NOTED TOTAL REGl11RED PARKING: PORT SW MOREGO ' SUITE 580 C5 CASCADE BLVD DU DISWIAS�ER MATL. MATERIAL LOUNGE: 131 G3F/15 SFIOGC.■49 OCCUPANTS PORTLAND, OREGON 97219 STREET IMPROVEMENTS Du DRAWER MAUI MATERI'1 TOTAL PARKING PROVIDED: 422 OFFICE: 1,560 GSF/100 5F/OCC.•16 OCCUPANTS RETAIL: 14,602 REQUIRED 9Fiou:. • 481 OCCUPANTS Revisions for MA)c MECHANICAL VD VAPOR BARRIER 4Z1 STALLS / IjL`00 G.SF. STORAGE: 4 44 GSF/300 5F/OCC. OCCUPANTS 2 EXITS R1rQLlIRED 503 221-1131 ° E. EXI6T8�rs MH MANHOLE VERT. VERTIC AL GLASS RMS. 1381 G.9FJl3) • L'S G:.C. EACH ■45 OCCUPANTS 503) 221-1 171 FAX C6 CASCADE BLVD E. EACH 1.1.0. MASONRY OPENING VIN. VINYL MAX. ALI..OWABLE COMPACT STALLS: 184X0.40.14 OFFICE: 4,190 GV-1100 SF/OGC.•4S OC cuPANTs STREET IMPROVEMENTS City of Tigard FA. EAC44 OF: INSULATION MIN. MINIt'>N � WATER GL0"ET RETAIL AND OFFICE: AND F or.! SYSTEM MT METAL WD WOOD TOTAL COMPACT STALLS PROVIDED: 58 - 1305 OCCUPANTS X 0.2 •21'-9' STORAGE: 3)300 GSF/30r� SF/OCC.■10 OCCUPANTS C7 CASCADE BLVD . , f EW EACH W'Y' 11G WIRE GLAS6 TOTAL B!CYCLE PARKING REQUIK•5D: 184 GI/14.12 TOTAL EXIT WIDTH PROVIDED: ■?4' ®° RETAIL., CLASS R95 AND OFFICE: SURVEYOR: STREET IMPROVEMENTS Plan Review fni ELFG. ELECTRICAL NL NEW WH WA%R HE:TER ELEV. ELEvATIGN OR ELEvATOR NIG NO"; M CONTRACT WP WATERPROOF 15 580 OCCUPANTS X 0� — •g'-e' GdIL LAND SURVEYING EP ELECTRICAL PANEL NOM. NOMINAL WITH TOTAL BICYCLE PARI'NG PROVIDED: STORAGE:14 OCCUPANTS )t 0' ■3 IN — 8116 sw NIMBUS AVENUE C8 CASCADE BLVD Building Shells Eo EauAL /O WITHouT _ 4 - TOTAL EXIT WIDTH PROVIDED: •21'-0' VERTON, OREEGON 97008 STREET IInPROVEMENTS g EQUIP. EauIP'ENT OA OVERALL. WLF WELDED WIRE FABRIC OFF STREET LOADING FROVIDED: 4 SPACES 12' X 55' x 14'H TOTAL EXIT I.UIDT4 PROVIDED- •3'-0' C 08 FWC ELECTRIC WATER COOL Eft OG ON CENTER �5EOA 3 641-03 EXP ExP05EG 1/R EiCPANSION pD OUTSIDE DIAMETER 9TORACiE:l0 OCCUPANTS X 01 •2 W. 503 671-0877 FAX C9 CASCADE BLVD May 2, 1996 x 0t, CUT61D D DRAM STREET IMPROVEMENTS 4 Fp FLOOR DRA.N OHD OVERHEAC, DOOR TOTAL EXIT WIDTH PROVIDED: •3'-0' FON F0L2NOATI:,'N OPG ---OF'ENMC■ H.V.A.C.. - -- - __ _ .-- - I FE. FIRE E.KTr,,&U15HER_ 0101001010OPPOSITE - - - -- -_ ---.-_--- - - - -------- - -` MATERIAL SYMBOLS AMERICAN KEYNOTES DRAWING SYMBOLS HEATING, INC. 1339 SE GIDEON STREET ASSEMBLY TYPES PORTLAND, OREGON 97202-2418 STRUCTURAL ,..,,, ,�,,u, R 03 239--4600 m"40A .LAS LADO[R I wn CACA BUILDING PjEGTbfiI EARTH 033 239-7038 FAX S1 BLDG 1 FDN PLAN -- 016008 ' I -01241A 01410G wws0 LOADNO«DOM DDo W066r 40 At DRAWING LOCATION ' • - +-GOnIG.SLAB I - -- m1410G 017418 - - 0P+I00B ! �no I A101 6HEET P4l'IDF.R ry�r^ ; S2 BLDG 2 FDN PLAN ! ` SEE bTRUGT, I A eo�wp"Ver LOAp••O LJOCX•TAII• ' °•". ,.;�, SAND d =_ [�Yp --- 061008 017108 - 5E'E STRIJCT. ,�� �' DESIGN/BUILD ELECTRICAL: S3 FOUNDATION DETAILS St 3/4 TO 1/4 I -- - _ MIN" wom ro FL.rrrlc i YP D eTUDs WINNER ELECTRIC CONSTRUCTION, INC. S4 BLDG 1 ROOF' FRAMING ARCHITECT S o e �8` ,■ptp GRJSHED ROCK -- 5EE I0A (� NI.cp I� 6TIRiGT. e6wA §WT,wOAPLTurooD 5950 SW PROSPERITY PARK RD g 09755A SEE bTRLIGT. MWOM QOM PAP" MALL 6EGTi^N uRMAJLAR � I _ I I--�.- $$ `� 66 BTL �TUoe _ At TIN, OREGON 97062 SS BLDG 2 ROOF FRAMING Tr- 6UBL+RADOR SEE yT�1CT. 01410A1 -- I I AGT D FILL, 0S2S5B EE TRUGT. itGee %4EVIA�4MOwRwn07"ICnw DRAWING LOCATION �.UOA 3 638-5028gollbcrPT Atot "IET NJ"IDERS6 FRAMING DETAILS A PF10FIVWL99 9 COFiP01""0 t' I IATA R••MATT Pak"T=W CCINGRETE 503 638-4242 FAX 11ab WALL L -L •+3_a 0 OA11■�`*b" • S7 WALL PANEL DETAILS ,o:: TwwEST sAL>ao�l w�Te 84 fay WALL .�.` MA,;AC"i.Tww- Al11 FLOOR IllIYD MN.VArCT.PGTARYMT • � • ►011TLAN0,DIIfEGON •T201S-2443 UiA mow/ �,.U,. ME"sTPO" S8 WALL PANEL ELEVATIONS Tajp%M sm�SM FAX Wo 24115114 E _ CONGO /qA1, ffirskaTvw+"Ar~b Al DETAIL SECTION W1Tb C/B ELECTRICAL ENGINEER: S9 ENTRY FRAMING -- ,D'1600B n+,�A P6 AL UA.L PAPAL TTI-!I uFL44'aNrs LOCATION r<1f.�11/llld THOMAS G. EDEL P.E. -_- _- I SEE 6TRIY_ < -- GcriG ----GONG. eTAWAI �'AA4C 7PAJlGL SHEET NUMBER dtIGC 9232 N. TYLER AVP c O►NC. -- CONIC. b -- 1SEE STRICT SEE STRIrT. F GONG. - - III' AIR SPACE E SEE bTRZT. SEE STRUCT. J"41eG MTN_WALL►0111•rn•� - -I III" HAT -- --- _-I 1!1„ HAT SEE STRUCT. I • d"AWO HrAL.,Y11 P�- PORTLAND, OREGON 97203 GHNWELs 1 012100 01711OA `� —Io16omB T,.,'AOM660m,s DETAIL LOCATION 503 289-2904 13HAiW1ELS AT I6"OL. �� f1M4L-Cn„�D STEEL 5033 289-3019 FAX / ST 16 0G 09]550 LANL�SC SPE CASCADE --AT 16" 9 ep 01710.0 WSRD euu trwxA •rArt+ -- --:p1410A - - IE— (NIL) PWP is'mv rrnMwcO-AD I - I :p" 154 H eUILDMG ELEVATION L1 NORTH PLANTING PLAN BOULEVARD WALL µ WALL .nu G r,T.mlw_o -�ClI A' DRAWING LOCATION CC NTM4-4"WOOD DESIGN/BUILD LANDSCAPING: W, WALL 11 WALL 12 �-L13 :600 A� T SHEET!, ' R E�< rl�,-tDER TEUf EL NURSERY L2 SOUTH PLANTING PLAN CENTER m9 WALL C F,,,r,LAOW60 12345 NW BARNES RD _ L3 NORTH IRRIGATION PLAN - 01410c �,.,e, &CA "* DLOGKING PORTLAND OREGON 97229 _ I I ,~ cQ.1 OTORlGAD 503 649-1111 L4 SOUTH IPRIGATION PLAN _ II Bp I 017410 I -- 014I0c a6I�B _ 5033 641-5356 FAX - 017410 dm"Oo ao.+L•►�VT A MTERIOR ELEVATION -01141B _G D 0i10OB -061000 I�M..i NAA"011"n��'�� -- ia6100A I 012108 �� (KTILJ D. I e�wwi uo.T bum 0 41-1, a SHEET NIPWR TIC7N • 1 I 061000 __ 661UDb - :012418 I PLYWOOD I -- a1710B I SEE STRUGT. $E STRJGT, VTWA Pod"TOM ___0,,150 ___OWy,A L� ,Tv., .A.GT.Po.T D/B LANDSCAPE DESIGN: TIGARD. OREGON I I AT 16" OG I A7 16"OL. T yTUDST 017418 --�EE �TR CT �wA W-AS I C GYPSt1•t SHEATHING CHRISTOPHER FRESHLEYM"A �I•V•A•C• 2Q`A AT -__(� bD I E STRJC D 17410 n� e��ft= LLINDOWILOUVER RE'FEIRENC.E 6 oc I (1LIL.J I, I I I At DRAWMG LOCATION FNIBN WOOD 1 POR TAYLOR,OR GNS97205 y°5 ,•mxOT Mo . •4003 �� Lrz/zd P M 1 BLDG 1 HVAC PLAN WALL 1.1 WALL. 18 WALL 15 WALL .ew POOP*AAlobvOlG (SHEET NUMBER (5033 221-9881 15 WALL so" HOLLOW"rALc�++w+ �/� (503 224-7069 FAX M?. BLDG 2 HVAC PLAN DAreo . I11003I3, 19 96 r ea" �.•D COOL MOISTURE DARRfER Mvsaw • e rr. 4�• S Toro -- 01410C f - ed"m OHwsAo OMM DOOR- /�-015110 - 061000 A. 2 1/I'PtTL.6TUO M>wA TYPE 3 AD � DOOR MARL, s DESIGN BUILD PLUMBING: d bt a t 06100A 012!08 B 4 I�TTL BI , .MLT RIGID '.F:6ULATION ! "''' RI>Ru�NuhBER/DOOR NII�DER DEAN WARREN PLUMBING -�,•UMBIN S"60A OVV"AD DOOR A44"LT H/ •4` �` SEE 6tR11GT. D. 6'MT.STUD «.roA ALV'=NPI IIMI4MIC,Dorn■ 3111 SE 13th. b ^�- sEE sTFalcT �yT�yCT 1092950 %` PORTLAND OREGON 97202 P1 BLDG 1 PLUMBING PLAN E 6'MTC-STUD - SEE STPJCT. � .TAT� ��T�T,e, BATT IdbULATION ,y oTZ�I•�/� ) _ Ia97stiB 004"" I G DNO111fQ AT1C A66Et'1DLY fYT� flull (5033 236r-4152 P2 BLDG 2 PLUMBING PLAN --- 1QD� C d*4"Jb 0I-�AWOMAT� 1503 236-1773 FAX 0'.ice ` ` ertPAWM-rrm I I I ) REFERENCE TO SCHEDULE SWEET ME I'AI. 21 � 22 Fr,'OF 32 SOFFIT 33 SOFFIT STUD C�IM�Js°ION ..•..r wl OWWca, wow T'IT ---- ! 7 AMea �•"R'''M'4EOLA"GLA"°"T GEOTECHNICAL .NGINEER: y 1 � ....., CL..n.NOL..OL...V.T ..A!.>' TItL. GYPSII"I BOARD GEOTECHNICAL RESOURCES, INC. ' lol ROOM NAM ELECTRICAL. .ti..A s•..L.,w+.+s �;� 9725 SW BEO,VERTON-HILLSDALE HWY ~A MA14, SUITE 140 Ell SITE L(GHTING PLANC V E R SHEET '�"r i MASTEREAVERTON, OREGON 97005 503 641-3478 E2 rLECTRICAL ONE-LINE L'.,• .� r"A -O"•-�L�"�"" SPOT ELEVATION 5033 644-8034 FAX & SCHEDULES WA*B MGIYNKJI DOCK L, rq / TVP,I CERAMIC TILE I A l f (Q7(r nwc rw+ruc u.Door uv,LIM• I .w..r ao. • III^^^��� �� IIGMD Dor'�M<I-I,lT" I . • GN, DOM A � ' ( 10487 SW Casrade PIvd PLM 96-0033 ftUP 96-0096 1 of 41 ' OF MEC 96-0053 IF THIS NOTICE APPEARS CLEARF,R THAN THE OCT 51998 , IK)C UMF.NT,THE DOCUMF,NI IS OF MARGINAL QUALITY. n11�11101,111 INI11,i) 111111l11i111 I1I1IillII Jill I ,111!1111111 I fIMA MIP111111111111 AD!NI CHWA _ III�IIII 1111111111111�111111111111111111111111111 111111111 1111!;111 1111I!!iiiiiii1111)IIIIIIIIIIIIII�IIII 111!11111 1111�I11111111111!IIIIII�IIIIIIlII�IIIIIIIII�IIII!tlll�ill;htll�llll IIII�IIII 111111!11 111111111,illhii•:•!111111{I IIII�IIIII!III�IIN 1111�111111111�111111111�':1)1111 _ I I _ +m 1 , t KEYNOTES AeaRE V I A T IONS 6 AL.• ALUMINL9'• 4 Ck A66 F'• PAINT Air 'S1�b r1'•1■ HOLLOW METAL FF, h'REFIN1ISHED 1 MTL.• METAL TG■ TEMPERED Gl.�b8 (p �OO,p 111..LL L,gr�pER . SMARTY OS800D LOADING i70GK NOSN4� ,r. `•.r r OSSOOL Ovl Ma AD �J'004 w LAND MA19C TYPE SIZE DOOR FRAISE DETAIL 'NOTE 8• 30'-2 - V 30'-0' ------- - - -- ------ - abbe" WOO �YPG�STS _ -._- _ 01241A 6CffIT -- g-2 - - --- ---9 m- --- 4'_0• ' ------- ----.-__-_--2-1' 4' e• d -0• 06~ W=,*V KAMG Q WIDTH HEK„► i V-3" AF b0-1 D I -O" 1'-0' AL PF AL PF I -/•. ADA ACCE861BLEQ'IKi�A QXTEi91Gk FlYM1000 . 7 A 2 3'-0" 1'-0" AL PF AL PF Z -- /-- >� © - I" RENT=AL e ._ Y 101-t A I 9'-0" T-O" AL PF AL PF ) -- --/-- REGE55ED 115W META- FS /Tlrl T"mgj& 4MOWPAW T-O" AL PF AL PF 3 - --/ - - _- I � HAL'DE ✓OI N,_iCsNT AS 101-3 A 1 Y-0" T-O" AL PF AL PF 3 ../.. _ _ 101-4 4 I 3'-0" 1'-0" AL AL PF 3 - --/ - ADA AGC£S61p,LE r �. -- - - ---------- ----- ----- -- -- - _ - -- --- - -- - - -- 01210. R tR MATT W*.LAT10N L'7Zt0.� ' _ _ _ ATION --- �A><IOIaT- �1VIOD - - -- r - - - -- ---- - -- --- __ -_ ._ -- A>'3(7•:�.. R TE FAGFAGINa 101-5 A 1 -0" 1 -0" AL PF AI. PF 4 .. _./.. _ D5 - - --- - - »---- - --- 0121p.D VAPOR IrtTAlT - 101-6 A I !'-O" T.C., At Ff AL PF 4 __ ../.• '� I - _'_ - 101-1 A 1 3'-0" T-O" AL PF AL PF 4 -- --/-- -- - - - - ---- -- S 13 LSB 01..,E G •,ATHNS ------^- ------.--_ -- - �' y ,/ �-- DYJRA� TONE BOLLA Ol4/i0A METAL SYSTEM PAI�fL-�F'E I .` _ -. -- A � 9 PB Ha 30 A - - - Yr81!"1 SII' OF 5 e A I T-0" T-0" AL PF AL PF 4 -- --/ - ADA ACCEA6IDLE U O O 0 7TOF4:FRONT FRAME - _ _ f IOZ-I C 2 3'-0' T-0' WM P. 4-1 P. 6 - --/-- _ � ----__ c m � 01410b METAL WALL PALL •• •? 5' b' 3' 9' 3 5' 5'-b' S_MI-REGESSEp TYPE I ACCE660VV-S 102-7 C 1 3'-0' 1'-0' WH P. 1�f'1 P. b -- --1-- ---- �' FACE PLATE ACTUATOR G,41rA: METAL uW l PA;eL-TYPE 2 102 3 C I Y-0' T-0' HM P. 4m P. b - --/-- O O O 0,4IOD t-ETAJ a," i PANEL - 103-1 A 1 3'-0' T-O' HM P. HM P. 1 -- --/-• L^0�55.8 �f _I TY�f 2 AGGE9itOIdEe _ - - - 403.7 D e'-O' W'-0' MTL P. e - /� I ARCH ABO EIF5 PLINTH 0,6IIA-G WAA6rAdED c 103-3 D W-O' 197'-0 __L P. i -- --/-- I m WCX CANOPY 103-4 D_ 9'-0' 10'-O' MTL P. 0,611D �YRIii1CPAO Sr' OISIIE CANT ST1tIP HATCH -- ------ O1611G �i011PC71/1TOON FLAbN 1 I I m1611H 6T1WGT.DEVICE PApTECTIVE GAP I OiD1I I OA6E F-LA6HN4 I EMDRAN1 I Al DOOR SCHEDULE A N --- --- - — I - ',— ; ---- - o;�A •WALE 9KIrtNa W A2 WICKES REFLECTED CEILING PL NED `E D� E BGHE 8E D WE GCNED. 1 =1 '- CS _ - - - - \ - - - -_-- 1 Ig m,6coD 6�w - -- - .-- O1600L M16C R.A6Hwb d1 01241st AT rp - r9 A I - C16VVr P0046 MT --- . 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A FACE P.A'E aC'.,.TCFe A A � � J TYrE z T --- Os3ACA OrER1EAD COILING GRILLE A66EMpL Y cm JAMD-I'IOLNTED ACTUATOR LLll LLI 1 - _ > W �3 08360A OVEIrF.ID r,OOR ASSEMBLY T ,A 2FLOOR --- JAMB-MOUNTED ACTUATOR 06AIVP ALIP�IN,t•t ENTRANCE 61 S FRAME TYPES oe•4bV ENTRANCE TPG AUT G 6'T STEM a B 4 W I C K E S E N!_A R G E D E h T R ( PLAN _ mb46S A E6LIDWG AUTOMATIC T`' PES B2 RETAIL 1 ENTRY PLAN — — � B 1 DOOR & FRAME mO•6mB BI PARTI�AUTOI,ATIG _ ENTRAWKE - "IE 2 Al ' -1 —0,3 06.41.0c. 131-PARTWC■ AUTOMATIC ler 13-6, y 13'•D _ I OSE00 A CLEAT@ INSULATING GLA66 WIT W — OSSO'4js C'_I.QAR SWILE GLA"t"T 3'-10' b' 0' 3 10' aea'mB 3'9 3•0, A3 3•9' - m641®D j'-'!--', b'• 3.-9, �^ �-•— // ,, }} (`/� J� 8 I OIAf� AM►M I '-- FITS S- 2 - .,I FINN.+ 2 I 013 ( �-/ I CoWbbA STEEL P WICN;G 0 O Q __ _____—._ ► C O929DA t)/6"GTP91l DOAI�D � I 3 0• J -- ., 19 • • _ - _. _- ---- - - I � u{6OA tDCnE-OF-UG?CKLE' LET! , Y N Aiz �, ,�I iZ c - - _ 4'_ FS q nI"J5 MEc 4ANCAL DOCK L ES .E� _. -_ - y ,' ! 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D `/ PA RUA-T L TING. - - - -- �_/ FOUNDATION DRAIN - _ 11 II T IGH : - I 4. ALL INTERIOR IMPROV£MEN78 AND' U SYSTEMS tWDIEFt SEPARATE PElMI91T, R A4 22, 4, I II L-J Il 5. SEE STRUr_TURAL FOR TILT-UP 1Z 014 � .�.� �. ..��JJ I I PANEL DIMEN51CNS x 'V 15'-_i Ir• 5_'-6 Irl' 5' 6 1!1' 5'-1 I/2' II 6 4 y-1 1/2' 5 _6 Irl' 5'-b 1/2' b'• I/2'�, A4 A4 I II �- b SEE GI�'IL FOR ALL SITE-RELATED ' � I I (I ' "F DETAILS AND Glh'IENSIONB. � Aiz a rvI - ,z_ - I I •I ,------ LINE PENTHOUSE �, AgS I I I!l Aev I I I • • l ` D2 n II Cl of Tlgar� 1 Reviewr I A. EXTERIOR ATS B. VESTIBULE �► �, I 11 LI I Building Shells ELECTRICAL ROOM. i 101m RETAIL i 1 S y+r D 1 Nti�ICKES STOREFRONT ENT4ANCi S — -- 102-3 VERIFY LOCATION ON TENANT IMPRO'/E"'ENT CON8TR1; TION (� ; I�-2 $L �n Site Work F. t ,�M DOCUMENTS Febri "23, 1996 r PLA .ER I I F1 ELECT."E'ER VI I II ` tl ' ENCLOSURE fi' - ,[� II I 6r8 GOLUMti I -TENANT DEI"'!SING J �I ! Tv P'GAL / WALL Ln - - -- � \ _DS 5�EW.._K i � / •fir. /� Q� D ��- - - 1 - -- -- - II 11 FIRE sPRINK._ER RISER. I2 I ----- e- -- -- ARCHITECTS ee a \ / VERIFY LOCATION ON TE141ANT I I I ,Fd 'MF�RO'/EP"ENT CONSTRUdTION WIC.KEB DOCUMENTS. PLANTER C.RS m / \ / / I I a. Y � \ / I _ A ►ROFE89gNAL CORPORATION � .tx Ion SOUTHWEST SALWM 9UIT6 3SO L; E C.:NO1DY �� / / I r AE1O/E - / �� 03 ROOF HATCH ADOVE VERIFY LOCATION ON I I I TELEP" * 222 S 97206-2447 USA ! �P ` / d� 90 1 T'. CONST DOG'S. i j I TELlP1IOIE 3W 2Y2 67b7 FAX 60S 211 1811 CONC x / �` r , �} AND STAT / 1m� STORAGE c -0311 I I ------------- - - - I �� •II' .`\ ` /' I 1V771f/1f.A t - - —_._ .. ._ _ PRV.IECT .7 1 I. .. D3 D - •i A5 05500D —- - I I CASCADE a BOULEVARD 103 STQ&kA- CENTER Of 44 I m I I TIGARD. OREGON r \\ O •RE 14cSRA N I r - — --- — SEE .____. _. — - - 2' V.� OJ C N O -- ( g- - - -- - _.---- - - - ---` --- -. — _._ 1E w0 1P4003A2 - -- -Ti Dpi- NB C J C� SIDEWALK CJ C` J 04003 I VA TE . 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LITHONIA TFD 4(D W I i -25'•0' -�,' METAL HALIDE, 8XS I .n T 1 1 I i �E BIQA�,ING DISTRIBUTION - Q t v TFI CRICKET • • T, I I I c� � • : Iy -- - - - - j I i Build*�r� She& " � I I g A4 A. J & Site Wo 4y I A4 ` Rbruwy 23, 19% rA5y 95N\_ AREA --i------- S�C5TU A�C.Ut'�E I i DIVIDER I STRUCT. 1 All I - - - - -- -- d% \J ARCHITECTS �y r CANOPY 01120A VERIFY M BELOW -- I LOCATION ON TENAN A PRO>ele61DWAL IIIICOM11 AI�TIDN IMPROVEMENT CONST 102! ,oUT11WEbt 9ALkCN >!LlfTE!lilD "I D3 DOGl1MENT5 -- , f011Tt-Amll omam 1117206-9447 LMA SEE DTA. C1/A13 i TftifllAE 1104 f2!51117 fAk fa!1141 1{14 74 � I •1 r • - - -- --------- -- -- PPpJEC T 0 CASCADE -.. r ! 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Of?5s9 5/b"4111"I "somw `'' A' 4 CON6TRUCT'ON DOC6 -- - i • I I 11/M �I�1'MR -- -- IIwo's ED6iE-of-OOGIC L!LoNo m- (,v ,• I , _ I Irwoa rlEcwrrlc.AL DOCK ,-� 4 I I uwoc TYPE I McClwNr_ALDo=1LVlLtR• s 1 101 )OSW I 102 RETAIL 2 TYPE 2 11"10 L)O=M4ELTM ii II IIwOt ooaC Mk - U k:1 -T 9,EP _ • '- �T. REPEAL m-m' -- T FLOOD • 4, 1 ^ S1 . '� -- -- 1 ,l�• S1�' B3 . BUILDING SECTION B5 . BUILDING SECTIONI Or P 82 • • I A3 0n41A �� ;_ MEGSaAN1CAL I I .Y � UNIT. ME City of 6�'1-•�' - •'A- -6 - --�-1• D1 -- -� l NvAC I y• k+ T. 6TEP - - l� • REVEAL • �' I k b r — - PARADE Platin � � j° BE 1 pn;D & Site 0 . Iq' - 4 __ I TOR' OF ROOF -- A3 r B5 A3 Fekumy 23, 1996_ \77 IN 6M 6TRUCTMAL OT.108 I M' r f 1 1 4i •' 4 • r ... f ��: r t�-r. 't `�'• ' I _ - I - - - - - - - - - - - - - -- - -- -- - - - - - - .- - • �, I AFIROXIMATE LOCATION ! •: I I I I TE CEILING. VERIFY TON UN- ARCHITEG ' 9 . 4k' Y I �Z RE Ll TENANT IMf�f20 VEM!?NT 9 -3 - I I I I CONSTRUCTION DOCUMENTS `'` • W �T. RgVEAL l T REVEAL - 8 1 A PROFS BIONAL Co61PORATpN SE COLUMN. f GRADE 1022 9OUT=9T SALMI SUITE#1.,, ' SEE STRUCTRAL �'•�' Y s I II ( _ PORTLAND,ORiiOM EslOa 1447 11EA • �T FLOOR --'•- (M PHIM M EEE RM FAX�661=4 � e 3 4 314' 3/4 6 1x41 orlIl i E-10 r . • C3 BUILDING 'zECTION rwo.e•e� . CASCADE x EL vIEWED PANELyIEUED— PANEL VIELIED B O lJ L_E V�R R CJ , CENTER �a A* ANGLE, SEE G3/A4 AT ANGLE, SEE C3/A4 AT ANGLE, SEE Cf/A4 t �. m�600A AS 19'-0" _ COLOR I e. T. PRPt. A3 �T T. - - — -- ROOF BEYOND I ' m"ummA • COLOR 1 _... .. BS _. A3 4•�`-�'- - I T F'RPT T- PRPT. — - - -------_ --- ,. SOL ORI - - COLOR I SOLOR i J TIGARD. OREGON - .. t T. FLOOR �T FLOOR - G AN� • Its COLOR 4 -SU CANOP r TYP. SUPPORT Pwa_rsc r r10 � I SUPPORT -- 01410B ___ COLOR 4 04003^8 t • • SUPPORT - CANOPY F&F Nn A COLOR 4 - -- COLUMN COLOR 4 BES OND - - CANOPY CArF 71112. :a. 1mCANOPY v • 1 COLOR 4 nevanNs , DA TO ofornoreft 1 t s .- COLOR 4 �- DOCK LIGHT i — FIXTURETT rr ', D 1 STEP PANEL DZ REVEAL PANEL V 1 r1' smorr ring T.FLOOR a --�— O CO CJ BUILD I N G - SECT10N : ri F DATION___.__. --� 1116OJS�— DRAIN Poo 5 i D3 BUILDING SECTION D5 PARTIAL WEST EL VATI _ N :.' ; _�... _ F_. - —� — ;■.;:�,: ..:- -P — ., f �� ...-t_.._r... . —' � '—'-- 1 _' +r .. �_ - ■ ■IrJrN-WarrlYf�IM■■M1�Vr1M�l■'i�l 10487 SW Cascade 31vd PLM 96.00. a SUP 96 0096 50141 MEC 96-9053 - • ) f y A �1y N ti a'S• w � ,e }� iw ►s+ �Y„ .I} �'- , - ) 1.'.i' 'h, ,' —_— '�, :�:' _ } ',i)l:. .. _ - - Y .... 5.. :•.�•.� it.•+. J1',i�'�",'',.•.,'` `L..�'-°� �7RA{7R.'H..,�1.,167b.A^..NiiF - :.K .. it i ... �,.. .. , -,i•:':` 'i'-r klx.. +- IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 51998 IN)CUMFNT,THE 1W)CUMENT IS OF MARGINAL QUALITY. 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Inq! °AIF7fA , , t' ' b bt rT WMT_"mrm%mx KEYNOTES ix • � ++�' � ,° � 1��.....` -1 N R b � _ --- - 9 i waw r>R,�,e S�`;� �. ; { A10 Al I .�, LAr'tA � ►r'c■�Mt *'>x t it ! .. 14ir�1 W 0,41e0 0v41A GaLo1F I COLOR•� - -;� I I el�aee *=W Ata M A1M k. 0,600A - - r--/t161d+1�1 ONER C.'ri3Li7R, J( � ��► � -------- _—_�___� ` LIQiNI IMXTIM OU4tA , I r1rN eY an+elar I -rpa F4/A0 TYP. trot OR, - aew+&.rloleR+wl r9olr�Iw COLOR v i WWrY SIM -4 I - .� - R art �, + _ ;►. MATT T �._0.. COLOR DEY - __-.--- ------ eump iNr.VAr�01�IdTLMD�R 1� ---- ---------- _.- - --------------- - _.-__-_-______ — •— --_' TNMrr ° --� t r � 016001 _ �{,Ne,d METAL i1Ai.L PIIIRI<. COLOR 6 LASER FI '-! !'-!' ! 3 -- _ /I�p META. i 11 - - 'L - _ _ ___ -- -- _ �P �0"POOIRAOL-TY1r!>t ICN �7� _ , ��244U� r e7K+�-a uwrlal+p r n COLOPt to -� - _ «.. EL GOIrR 1 L J ry - - - - -- - -- �-► WIMP W&T4r Poor&Yvan - } WILOR L J r1TL -- - , `. C ILM a e r MAR w � e� Tr� COLOR e e�alr r�ewrWNlt �, S : ':::z':: j .; -� 4 _,■ COLdt - ,rwe," cOt wr ... r.. i s.. 'r I�V�AL � . COLOR e - P - ellWiR :r�i IYM11 DOLOR D -- ri O COLOR 1 JA O O _ O PAWWR PWW TO _J ® � \:J �"' iCyt4L�D W-dr AN AT RITRY -_ ITU" NObt GAALAW N � Al0"MA M-40 PARTIAL NeWt ELEVATION _ - -- "'°�' 0 WO LS N Oil" I WO moron wu�w r=I._ 1 seem ISaCJm AV 0,6OOA WM ANT AN A10 emu► a�wausa cdtae o�oie Lkli�T • COL oR 1 - F IS4rA SUIT1 I Y14r!! I u �MAD COLO DOOR- -_ v1y41/o.�A MUX TN 014WJ5 B C E I � O ,�..y�IY,,' - - COLOR Q I NM/rA OBr.lI�IiOLi I�N~•i �d T:'4U LKeWWA ( ( _3 1lfXJr OEYOE� -' MWIA OrAsasAD porllt I��Lr S�' „ l-,O1_At, •---- 0,410.► SOMA AUr#AM_ WITI4 0,410D I I COLOR DV4IA t o,bOOA GGLOtrt I i I c C-"� I _—_ - - - - I _ .....{A IIIMOr1A01fi. ,s�r hI COLOR, COLOR 6 i � __._ T A ..�..I. o16 *N� p ,mor O 0 COLC1e 6 _ - �YONt7 ----- O _ Moog --_- - ---- -- -- ------ C.OI.ORe-_--.- -- � ONU - - ---•--------- - � -- 8 COLOR 6- - -- -- 6 /Marr rAt Y - nF» 6 , 12 � Orr e�aAnD dEY9ND— - -- — 1 r 1 ��1 �r leer• M1911R1IT _. .r ._.._ _. _._ , , � ' EG EQ COLD"1 D0.�R EG EG L J COLOR COLOR, 4'- ' �_!• I LIBER i , IMiC,J1LOK711 COLOR a L� rwc rn`.G1WI W.AL DOCK LB%VAJ R- 1: • ! Cot-d¢ 12- COLOR• p 0. W-2' p u7LOR s cb ( At p,331� wD c a SWULnw _-- --c COLOR• wst DOCK wAL �CNQri �Ox w '! I COLOR 6 COLOrt b - +� 1 COLOR e o . , •p Ca.oR e I •, � pt60A NOTES�I�TNiB SHEET •,•'r OLOR II - p 06t100D I I 0'-mr•' MA,{COR - G EI P D COW_R;1IPJ 'ANb1G ----------------------- J C O 1.117Ey-JLLF.6 PANZM MEAN TO WALL - COLOR 6 ---- r'-C" APF AT ENTRY i V �. �+ C5 PARTIAL -I�R'�11 ELEVATION G .,�,•Pew. • res over t: NORTH ELEVATION - C1 NOR � _�'- • : Q revlrAL PANEL rEse oyer t w i - _ -- —_---- -- O MT PAWL 3 4 ASO s I 03 CS �. A10 AIO k-i 014WZ AND 01410E AND I I I I PARAr t I myovT - 4, • I O Y �—.— — Revisions for COLOR b �,1� of Tigard `�`� - ------ , gyp 1 F Plan Review for TPR!-f. — F2 Ri00FD--- ----------------------------- --- -------------- --•--•--•-------- - ----------- ----------- --- -- ------ ------ ------ - ------- _______ j Building shells ------------- ------- - 016m0D C�c')6LorO1t% DOOR May 2, 19% COLOR 6 01600x DOOR COLOR 6 sEOJRRY �DOOR Ltr,ErT 40'-O' � TrCOLOR b �. 40'-O' LK�iJT L1GNT. L11OWT --- ", G)1016"re TTP• 1 >• —C 016000 I I DOLOR 6 O O � Al Al Al 0 COLOR 6 COLOR 6 COLOR 6 y 9 I /FINi R C H I T E C T S _ ~ - - - - - - - - - - - - - - - - - - - - - PJ PJ O PJ it O PJ PJ o C �TFCO2Stt= - - - P J - - - - PJ - - - PJ —O PJ C PJ O G C C A PIroreOGIONAL COMPORATUM SALJXN OWN 1100 • W _ El PARTIAL -C->�' ELEVATION __ - --- TWIM" �.Um DOUT11411RAW ,»- 1 T>dlrrae soy a:w PAX trr>•.i sI+ ` 016r.:0A - - COLOR! A 6 Maier, F E � G � c�.a`.o�itAio _ _ I - - -° CASCADE • or241A - » BOULEVARD COLOR' _ I CENTER . -- 0,600A 01241A I DEYOW, t A& %A I DOLOR 6 I COLOR'► OR 6 I _ _ - . • 01600A eeYolm ___---____- -- -------------- ----------- I�vEa_ moor TIGARD.C:OL.OR do OREGON -- -- ---------- -- - - --- 7� --__-- ----- ---------- ___-'--- COLOR It 0'16001 R - - �_ --- -- ---- '-9' '-9 LWT F1 I — CAI�tOF,Y Moor Ma. ss�J R�COLOR 6 r-y COLOR a .0 ua , e4003Ae • COLOR e I �"1 P R TO ■-- - COL4�! i �- MM��s�, P'LII'2J. 1 eee ' COLOR 1 L J �. _� 4'- DOORR-30Llil 1 N- AT EP1TRl' - -- - — � e A S•Q•�s . a LIr�NT DOLOR IO ELICT METER p r OR 6 DOCK L IC W "b' 2' 113 S I' I COLOR a Ul fd ( ❑ BEE ELECTRICAL ENCLOGUPWCOLO It•) Q T�100t� 11160.E FIXTURE Al Al COLOR 0 6,_ r� — 06331.,9 S C1) 00G e COLOR e I COL 6 ` Off'_ rrr rmi, c°c�Lole a -- tom'- - - - __ 00500D PJ PJ PJ PJ PJ O PJ ^ N O -�� .� -__ BUILDING Q W ,,- -- ELEVATIONS .. �� 11160iG F-5 PARTIAL E*3fi ELEVATION F1 SOUTH ELEVATIONman Na I �T V1. �'' 10487 SW Cascade Blvd PLM 96-0033 ' SUP 980096 9 of 41 I MEC 96-0053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED Iijl�l�l�l�l�l I�I�I�I�I�i�l I�i�l�l�l�lll I fll�l�i�l�l�l III�l�I)lll�l I ((11?�I(T�TII 11(I�III�III�I (II(ill�l(I(1 i(I�Ill�lllli I(I(I(lil(111� I(I(i�l(I(I) lll(III�III�ij ,- rrrorr woc�aMu► • Inlnn ltnhm Imhullnnlnnlln111n1 u111nn n11bn1 nnllnl nnllln nnlnll tlnlnninnl�.u1 n11hm tn1hn111ndnn n11hu1 nnllm n+111111 uit�m.nd1n11I►1a1+1t11�it ttnitt utinti atlm nMa nthl nt1bu11ttim u111Ny ...................... ?t*'6eR7t°�'",p�T+Are'Tvg®'?gn'^�;r .. ... :. ... ._, .. .+r..w+.a�lr�w+v�7t'.*,.eu•wn++rl.. rtwsnwnwrni+r+wt++.°n^'RIeF1�RWRl4nlR!110•PRRwAc. .. , v ' c •i: KE'YOB ' . memo 40" Y LtoADIiJs O E ST� IRA _ N �1Ci D/Y0 MOM 06WOA mCTSRICIR4w y"= 1611!! 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STEP REVEAL } 'A t C iv CANOPY _ BEYOND �1 _1 I Buffdi ',, yMw • n � - - SEE STRUGTRUAL � ` �k ��• r •3 Irl' - _-.- _ 01?IrA.G 1 AF m121ae & site t • EL tk ��� 'i ,1.t.' APPROXIMATE -----r-• LOCATION OF GEIL!NG.(N.IG.) • ,.e' • -`^I •M IN 8xB COLUMN. LA��,QN OFA 4 im REAL I SEE STRUCTRUAL [1T`j WALL.( i r'G WALL.CN.LG.) I y y I FOWD.DR41N ' ® T FLOOR . � FOUNUAT ON A R C H I T E C T S ». DRAIN C3 BUILDING SECTION `�T, 3 - I T RE VEAL .- - tOt!6al1TIIYIS261 6A1.1dON 611Tf1f a0 T. REVEAL � 1 =1�-Q A r110Pi6661DMAL COR�l1A • a r,I P ITLAW,0M W OFU& W WK TUAIPME >M!W FAX Pa 111 0116 � • F � Y> J 3 4 3/4' 30 b 1/4' A. ,' ,:„„ � . 4 " � I � ( ►tors r , I " • I I I I CASCADE A OIb00A ------ 25 BOULEVARD 1` 23 -0' U • - ------ -CHI CENTER PARAPET 016 •�O.A - _ .... • n 25'-P)" 95 BEYOND - -- - - , m1210t3 CANOPY TIGARD OREGON • CANOPY �� 0 %FIFORT ---- - �>D ®_ 08331.A --- ••+- �y f FLOOR !' , " T FLOOR "I., –- � – ��,Y CANOPY - - y{ " • --- (- +''y -- --- IIIbOE a,to 08331$ AfWwWt r IDA r& 112, 10,k,BTL. STAIR � (� t i aTutAm JQ1!?C p� I� erreiE SEE $ LL _ I -Ll --� .--__ -- IIIb©A I160.G D�STEP PANEL D2 REVEAL PANEL _ 4 � I � FOUNDATION -_.-_.__._ - „>M�►t mr.s r cyt,;.,� DRAIN -- ��---- Ff�1NGUATION I BU +rL-+►LJ � N.G. ,, I I o 1rr ► 1. :r1A I � DRAIN i .•� �' n• ..,. N : ' D3 STAPLES APLES DOCK SECTION D5 COMPUSA DOCK SECTION W 1/ -1 - « ..": . 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B 1 INTERMEDIATE JAMB ►,oTEe'�'p FOR s s B2 OVERHEAD DOOR JAMB B3 MULLION AT WINDOW B4 SILL Al" E.I.F.S. _ B5 JAMB AT VESTIBULE -- WICKES B6 JAMB AT VEST. -- COMP USA �A �.4.Aa Y C-EXWL 94003 All =1 -0 - ' C-INWL 94003 Al2 =1'- C-INWL 94003 Al2 1 1/27=1'-Cr C-WW 94003 Al2 1 1 =1'- C-'11001' 94003 Al 60-UPA M.WHl "04ML _1 C-EXMIL 94003 Al2 -1 -0 '-------- q M41/�D eT1 R RMMMori' u" T- _-- 01241A 5"_4' 06400A 6040Ll-ELCAft Aif11GMATIC 90 011A ----- - 01241.5 01241D bTO11W4WN f OMN'G-- ---- - - eW-rrRAAfMT 9 ARMAG 01WIA 01WIA meat f =Tw h+ + ^' - _ -- "' •_ - - — MICA 9 I - -- ---- oseoo s o9w�6 c1 AA+t eMr. 7 06460.0-'--- p,.;',•_ g r l _'1-- - oaa on O'901A I mw, roL ,4 _ I r 0009911 Iw"a'r�++i'+�� ,14,4, � 01WIA ----- VIWI A c I - - --- i'Xb' BTL POWI II15I! • ''. I POST - -_ - T1hWOirMC411„ gif�CL91ww�• IIS} s 144 9' —> I — DOOR OPENING r STOREFRONT OPENfNG ( t:> Fw• I _ 14'•b' -- I COCK •. ' -Lo Q. 5TRIJGTURE Ob41OJd n C3 SILL AT WINDOW CS JAMB AT VESTIBULE -- 5`��PLES JAMB AT VESTIBULE — STAPLES 9 c- C-INWI 94003 Al2 C-0"F 4003 Al2 c-A 1 1 =1�_ 0011 94003 Al2 N CHI iTa` Ie' q IN MASTIC �,' 3 ---- ----'- SEA,_ ALL -- - BED r- r -- AROUND — _ - -- --- -=------- - SLOPE v c --O'61a0F - -- - - - - - - - cit of1� � 1 R. LINE OF SCUPPER eeyoND flan vw t_ SIDEWALK I I I SEE CIVIL Build ,• • � I � -' m,9�ID i t: � I E------ - OVERFLOu1 �• lyt��' ".�„ • 'a �, 11 BEYOND D4 SILL AT ENT,. Oa'EMLOW OPENING -- --1 --- — -- - -1---- V P� 4, I I _1'_ C-INWL 94003 Al2 16 L rNE of ROOF __._._-,r. _._. �,,,�•. - _ o raj x•r ,I _. ._—_J ---• 2+'bmO.N �,•, ,iC: i o •f• " ' 01600G -6'DIA. ----- ----- --- -- --- _ ---- tt, SEE gTR1CTURrcL i A R C H I T F C' 1�' ,a '- • r _-----_-- - - I �mrt ELEVATION PPORT ,lot CONDUCTOR , . r6DIA. 4EAD, 4 MrRdr ' • {- VER to!!9dU'lNMIN7 w� , -:' r I- - - - - - -- - - - -- '' @1600J. M'011YLJ11A•�i011 Msl�•efN{� y ,� � r TOIJl10M0 9M!!!Wd•M9 x19 9M 7x11 `'! I I 4'MIN - -- ---i•_—_ 4 SEE F2,Ab FOR E 1 SCUPPER SECTION ADD INFO. _ t CASGAQE +1' C-ROOF 94004 Ab ;. I CENTER A CONT BED OF - ----- - -- - - "Tr 6EALANT - I �u 3,_®, �• b. a3 -- �' -b' DIA I A I I T IIS' o ELEV. SEGTic l l•IGARQ, OREGON �.,.. -- - -- OVERFLOW - LAP I I BOTH SIDE! T+i. •� f; � __ - / I I I -______------ Ir++amcr�. , 0404' e, - E- OPEN ALL SIDES d r 7n.8 No. I •�\� - -�N I I � FIXTURE E' - TO BEy r b' DIA. PLAN - -- - DETERI"11NED FL AN ELE V. I I ,- PLAN 016001 �r CONDUCTOR HEAD F4 LIGHT FIXTURE COVER a F1 DOWNSPOUT BRACKET _ F2 - -- --- _ _ A - 3 4 _1'- c Exrnl 94004 A9 I C-EXWL 94004 A6 1 1/2 =1'- C ROOF 94004 A8 wror tnL1r 1 DETAILS q, ,rpl L INK N y�. 10497 SW Casr-ade «:• ,' ar, r Blvd PLM 9D-0033 96 1 MEP 99-0 12 of 41 053 IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 51998 ra DOCIMF.NT,THE DOCIIMF14T IS OF 61AIlIGINAL QUALITY* MICROFILMED Illll�ll lil l j��i�l ll IIIIill+lull I�rllllll�lllll IIIIII111I1111 Ilrl!�l�Tjlllgill I11111Ill V11 1111111i y11 Illllll1llllll Ill Ill ll111l iLi llllli�i{� ►ulltu nuhnl Ilntllu�t Iilulnnlln►urine nnitul nnitsrl unllnt nllhnl.,�IIInnllallun mdun nnhmlllnlnll IInIIm I11IIn11 nnbin I,rram m{nl nlnn INrNn min nri� Itllrn ;hrtl n►hn rnllm n�nn�iHlr� f X d _- "� IT r , r ' t 1 , x y, ilil 'p' I ' r �• id 'W g "«: 4 .. i P^ :' r i K. ,x: ,.. F }, .;� 1, .. , M � • t.':T J .. , .- - 1. � 1 .a t' a t IS v t f44 , , I_ Q a A— W > a, �. i+ ' ,. 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'�a.`r TYPE 1 y �l'f ISE 1 RllYsb • I'•0' or- VERTICAL / �111RG rifttWTALI ,1 II i I II IL L1 II I � ; II -- ---- 3' x 3,6' R RAIB..R STOCK L I I I i -- cA+� eoLT I I I i c.ANE BOLT }wt t1'4�D 10TAL tt"M LAUDE III I I i 1 III I I I ,,y� ", T t'ME J� t Lu_j ` U_J gTL HOOF' + 4'-0' o,:. s •G WAMlratictJ �+ wow /UNL>/•44"06001 Itv6T!'! �', TWAs"a PAD FLARE WOOF ' !Y)T- / r.Aw<TMO ELEVATION ELEVATIONf �' — 2°_�• . r �A ;x r: t1' rrrTTtvltt.AI' -- -- - ----- r 2!-4' • ',a 1 Al SAFETY CAGE LADDER -- - - -�, A L � Ir w' q1 Iy I L�/►b �•P v l - 1 ROOF Hi.'GH W; -'�.-- �I I �4a � ~� s41M4HER GLA ef)FOR PADLOCKS �__ — -_ tr>iN i WJ4a6KY�D r WALL Tl ��B -- -— I-� 0'1'I? A IrX)F WATCH 0, 0 &APETY PANT T)12. ROOF CURB W/ ;,, cups !NTEC,RAL FLAgNING GAP —1'CMU. r SEE A3113 j 3 PI .OrJGLLANtG WALL TYP. OTl" AC411YLIG EA AW�T rt 3TL PIPE DOLLARD -- �R o WWERE REO'D - 6' DIA 3T, PIPE �n p t ANSION F1LLr. • .1 r4j • � 1 i- •'i1 2xb 54B-PURLINS � — --- -- --'`� 6' DIA GONG-FIL:Ep BTWN. 3AR JOISTS ~ I •iT;_ .IPF BOLLARD / WERE REVD De f I Ali?boo3 W ;r 1 n - Q �A ►101.LOW PWTAI «.G10 '♦t - • - _ _._ _ gTL STRUG'URE 4 Q i�- 4' I' O' \_ ID OAM64EAD GVILM LOM• }. "Ilk 1, 4, - lire IE AD GpILOJ�190018- \ 'r - �' 1' GNAIN'_.a4c tDU! TT7�2 � - I' 4- 1 13'-4, — I'_4• GATE wr -- --- U --_. - _ -- 81GHT-OBSCURING Y GATE wrINK - v - - ---- SLATS 4 CANE p3M A�MLY i • � - - - -�c r 3/4'0 KNURi.. RLWGb bIGNT•OB6GURING .� Oti$1�0AD G[>IL+dG OM:LE t 66 Ar6 J GAME BOLT TIP 60"A 0 DOC*J�RPrY { � � \� • •2' oz.MAX, PLAN BOLT- 10. PLAN wi4lria !1T� � - 3' X 1/1' FLAT BAR HOOPS L (I - TOP 4 BOT I In X 3/I6' • .. B2 DUMPSTER ENCLOSURE B3 RECYCLING ENCLOSUR ��, •«�- �-IP.�,�QLT� INTER!MED. HOOPg. BEND =I 0_ 1/87=1,-Cr eltwARca f, 1 - -- -- - BAG: 4 WELD RETURN A•44f» b1-FrARTNi�WTM�Tk� r *': ElfllwMlrrE 1 p4rOG B1!'J�1 � IT1'I+d TO STRINGER x � r* :o,w' 2 • ---- - 2 1/2' X 1/4'FLAT BAR VERT'5 Ot/1800A CLEAR WK LAT1NGi twT • 9' oc. WELD TO NC�6. r - ONMn CLEAR SI►IdLE CLAM ----- 3 x 3/8' FLAT BAR 6TRINGERS • 22' APART W,i 3,8' BENT PLATE • , ��~ - y - ANC'.HURg • 2'-b' o.c. VERT. 'RiITMN'I Y MAX ANC+IORED TO WALL. EVAPHM E ' • IIIiOrh !DA! �c.pp LKaC��tirll,�R� ��� ���+; i tIIN� r■1c�u�Meat. . W. MTL. STUD WALL MING Flips I �iM06Al�i Lei � •i /„ MIEID CCICK 664VIIR +.I INMtE 0&IL EEK '' t BOLT STRINGERS TO ci .p �� FLOOR W/ 3/R' k BRACKETS 0 M r • •' •Y..r: i C1 ROOF_ HATCH LADDER CAGE AT TOP �•^�,4. :ywyax,'; 6 F'DIAM OSSOOD - LINE OF PAVEMENT c* of T • TY h --- Flat Rev . Btr i y d Q 4 + & Sue- D1 ue � -ice 1'-$' l/I A I ��'ai"'s"'+7`�' • �v'', _D 1 BOLLARD 9999 _ Y e •. ARCH ITEcIts 3 4 k FILTER FABRIC OVER •• GRAVEL A ►MOREltIt101iAL O1 WOMIATOW e 4'DRAIN PIPE -- TLAW,IMIMfAI -1�451� 4 - T«Na!M M WW PM M 11�i 04 , tt�l +1 _ • d IT 0 CASCA�►� -- ,09 cp I I I iBOULEVAR III Ll OD --I I Iv cp -V,o CENTER 7 k I 1=1 14 ob • mA f•p0 v I oY p{aU �cQo q t y. COB' � n CYib � Ob 0. G •O n o . • • '" I I 1 ; TIGA►RD, OREGON 8 FIIO.J/CT NO. r E�3 q� Pao No 0406MI I , aap o� V o 'o __ I 0.000 CAME " Olb U00 ^ • A •• • – I I I-- -I I +- MV1+oNr r Ip4TY " ♦ .y. . :9 ♦ o . i 1 j-1= a I_—� -- - ---� --- , , t .y y SEE bTllilGT.AOR ACDITICNAL Into. A k' s V. r 1 �'ERIMETR FOOTING DRAINAGE _ •_ C—EM 93040 A3 D ETAtL yy ryr 1 S ,1 • ., --..I...w.r .+..-._......-.Y.._-....-.4.a-.y.. .,._....._.. ..-...r....,.-.-..+..--.._.....--...---+i,._ _......,.d,{ �+-.r... A.'1�: 10487 SW Caacs PLM N-0033 ., " _ 1 ,' t - ♦ '� , .d l} x. a �, . da Blvd SUP 0098 13oi41 ,.*., MEC 96.005 IF TIIIS NOTICE APPEARS CLEARER THAN THE OCT 51996 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROM MLD !Illi 1111111 1111111 11111 111I11� 11111 ri11t11 Jill1111 11111 j illy I iii 11i!111� ilei !111111111111 !I11►I11t111 i�1i�i111�1{�� II�IIIii!II) !1!11►��!1!1�1 �OW �0 C11111N I II {� 1 Inion nnlitt nttlnn nuhut unhntlutllnn nnluu Int!tnt,nidnu nelttn IIi111111111lIIIIII Illllgll tIUI1111IIN111111 ttlllllll I1i111111 itU11' 't�nihln inlnit nitit nna�t tMln m ailm thtn ndttn r .m auhin n;! p:. �AI1NflPW�°rTa'3R�Ae�°'A"'q" ..n.w*,.v.r.=T,.,..-- ,,..,.... ,,. ,. •,.... . . ... __... ....,,.�..,........,,.a...r,raL-r,.•Y'm..mre.+wp�q w �' �1419A7!'v- 1 , y 9 I• ,-:f� ,,, .:. .. •. ,,. .,, . i" .,'- ,, ;,.., 4i Kms , �sa , d*' 9., '-♦Vv -0: �S 'v 1, IS. 'qy.. '# 1 1 e 91 '✓. • d. Y - .. 7r., N,. .�S�9 .•N � - �- a. :,,� 1, . .,. - ., .. - .'„ v. -Q.`M t, ., r r.•`• a d: '�,' r $ L 4 ..,:. .r�;r,.i.d: .ti..r � �'a: Vit.: 5�. .. . .„ Ra,!�4+,, ,: , u td, ty,� . �.�,•�, ,� �J , rl ',i�r' . •W' '6. ,KILN'• 0 ';±C: ,'9, 1 1d?' ,.h I ;Nt ;• �? '�J {�. 'r, Iln «�'' ., - .f•yR ,.n•9. �, t, �, � �".#^, •14'ilf;' �.'ri.; !5 a - ' ` #.�- fi: -!' .1+�_ +1�,ro>n'ti.�::�ti, CURT ''•'•,••c, (tiff PLAN FOR SPECIFIC TYPE) t , 1 CotAppf WITH HEAVY RAKE TEXT7RE SHUSH + � /� r T CONC![rf PER CURLI/SAOEWALK DffA4 A {,/ORAL dQ/ES: ♦ '' — vASMMTON COUNI r Sr,AVAROS, AND OrWR APPfKABIt COOPS. WORK SHAH CONFORM WITH CITY Of /AGARO CONSTRIKrk* STANDARDS AAD SPEI,.KArms, EXIST" IOPOGRAPHK*FORMATION AND UTILITIES SNOWN/ASCO ON 'OPOGRAPMK SURVEY • M * ;ti ` • :; — PREPARED SY G i L LAND SURVEY, BIN SM AWOUS AVE, /[AVERr4N, ON TTNB r + }, •• i •' •r • •• • +•+r • I \ \ rRAFFK CONTRDt SMALL k' CO,t';RQLLfO AV ACCOROAIKf WITH TME STATE OF OREGON 141100 AND •� / ' ; .. ♦ :., gip•! 1 _._-__ \\ \ •II — ••� ` ,• \ WA5�1ON COUNT) RfOUIIfMJ Mrs AS APIIKAKf. - / A• \ \ FXfI YATOR15/MI/Si COMPLY WITH QR.S. 1f7 S11 TMROLIG+I 157.11l [XCAVATORff/ SMALL NOrIfY JY.6 Ur;ITY CO PANAFS F30 IOIF LOCALWd r1 HOURS NAW/PRIOR r0 START OP WORK DAMAGE Ir \ UrILlres SMALL Of CORRECTED AT SNE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL VERVY LOCArM Of ALL EXISTMIO U711FIES PRIOR TO CONSTR(KTIM I"-P' CNUSHfO ROCK NS% COMPACTION) A Il #ROOM If WITH \ rr T 1�- CONCRETE SHUSH \ IME CONTRACTOR boil a, 4ESMONSMLF FOR COWfOANATUIG ALL urM1TY SfRVKES TO TILE SITE: iAS, � ELECTRIC, P1f0AlE, CA1Lt, ETC nu ' ILIrAES ARE r0 PLACED UMbERGROlN1n i0pR01NA.f WITH ARpRrtfrWAL PKAIMG � S CTI N A—A \ \� S/lF LIC►NIfNG IS DESIGAI IUILO LOC.'T/QIS OF SIT!'iAiNIA1Ki fIXURfS SHOWN ON YLAAfi: E Qrf �� •( \�\ a1MWG SUMMER rAW COr!SrOUCTON THE CONTRACTOR I.5 TO CONTROL DEIST FROM HIS COwsfRIX/Iqh ACIIV/TKS. ' PE ESTR_IAN CONCRETE WALKWA Y Mrs \\ ALL WHEELCHAIR RAMPS AMD SIOEWALKS TO OWE/ADA REOffPKMTS ANO WASMYIGTON CLNAAIIY STAADAAIiS I \ �\ NAADKAP PARKING SHALL ME IDENTIFIED MY AN ANTERNATOUL MAA"AP SY(yDL PAMITEO ON TNt ASPMIILr \ \\ \ FOR EACH STALL ANO EACH ISIS SMALL RE IFRAPEO. A STANDARD DISABLED PARKING S16N SMALL BE PROVC10 FOR EACH STALL AS PEN SiMAI 1 ANP WASKIA100N COUNTY CODES i ALL HANDICAP STALLS $HA.I HAVE A "OfTECTASLf WARARNG SLWACE' MAXIMUM SLOPE Of ?% AN ALL OPECTIONS FOR THE HANDICAP STALLS PER ADA STAADAMPS. \ ENTRANCE AND[MIT WHEEL STOP SHALL BE 'UTILITY mutv, 1PN1, 0'-I-, OR EQUAL INCHOR r0 ASPNAL r W/TM PER CITY STAMOARO (1) S/R"Rt"R, IF MNV tMBELMKNr / �,• �\ OWG NO PRV(-fNr PA i SIDEWALK , ��,� tSR , \\ Of THE OREGON DEPARTMENT Of TRANSPORTAT)ON SrAMOARO SPECIFICATIONS FOR HIGHWAY (S[f PLAN FOR kiCT4 AND IOCATAONI ` ASPHALIK CONCRETE (AC) PAVEMENT SHALL Of CLASS "B"AND Y'AS OEF11R:0 B1 SfCT10N 0011S.0B M _ �/� \ iR1/8' \ \ CONSTRUCTf7N MANUAL, ICN % MNU . a ` /- T CRUSHED ROCK BASE SMALL Of AS OffMWO AN SECTION 0001100 Of THE OREGON DEPARrWNT { STD 11" OUM✓STERk�\ \ Of rRANSPORTArIOM STANDARD SPECAiKA/N1N5 FOR IBGIIWAY IQYSIRIiCTADIN MANUAL, t0P1. t CURB ENCLOSURE POLAR NEW SIDEWALK ON CE3 f \\ FIRM UMDISTIAI/ED EARTH Sp \ f JR GRANULAR BASE AS �/' \ O CW'I ? x \ \ \ DWECTED BY THE ENGINEER N- �/' SO SR ^ \. •'.' IP 11 NOT( SADEWALKS AND CURB TO at CONSTRICTED Of � 1R L II S / ^ \� \ \ 3008 Ps( I- r0 A" STUMP CONCRETE SPICES 1 E CURT EXPANSION JDWr SPACING SHALL MATCH \\ _��— EDGE l M ' SIDEWALK JOINT SPACING AS SPfC1fAf0 ON IHSARC �� �• i A 5� �/ \ \\ ASP1iP1 T SIDE ALK URALJOIN PLANS MAX~ SPACSPECIFIED O / - ` ' V K' STANDARD[LA1B/bUf1[R Of CURB EXPANSION JOIN r5 SMALL m 10' 1fR 9w IS' SCAAWASO Chap' x 0'S/AWARIO f1W STANDAR 16" CUR W/SIDEWALK -� MR `�°Br D A \ \ Of PAYEKNr 71 ,t,— f \ MrsN1,0' 3'-1" BIKE RACK _ � � � ^ � i' "° � �'• � [NTRANCf/SiRYKf ROAD N 1 CAPACITY Off � �I Yo _/� • � �i •� \ PAYfIR:NT SffTION + i • - ' ,� �� �" +. PEDESTRIAN �; r^„ n .^. CONCRETE \ \\ ;'�:: •''r CONCRETE SWWALKI /RAW$ 1 TIO• �' ^ • '� r4, n $ WALKWAY I 1 ` \, PfOfSTR0AN COIKNErt WALKWAYIf I CONCR[rf DOCK ARMS p �, 9 'rte •V.:� tR �J. / ��\ N9•� -n - •_ U� 3R \� `� _'� ALL CUM RADW ARE A•Owns 011"wer Aorta rir R rrrP.l J \ o _ \ 0' CUM I `,, \\ \ ;. '' = ` �\ fXAM►LE' 3R • 3'RAORff I EPDXY TO A C ROCK BASE COMPACIfO SUSGRADF \ s =\ r'•f ' \ ` NOTE CURB TO BE CONSTRUCTED OF lope PSI ,, �9 \ n 9P ".,k • - �- \ T \ 9� 2- TO 4' SLUMP CONCRfIf T \ it } S TA NDA RD 6" CURB 'x` ,ac. PYLONi \ Mrs ` ` '- . _ - '• _ `a \ SIGN �- \ � •if � ~N.�c �- `�--,� •'Y- 1 ofFlrt \\ `• r p• .. J —EXIST. DRIVEWAY 1` \\ ~Cir N ' � � J/ •'�- � r " 4 � -fR 1 � I ( t •� 1/1" AC PAV(MfNT. CLASS "C" II7% COMPACTION) t, •,•� 0'SIntWALK \\ f h - �� r � " •f' /' - .� 0 3R— -11 1 {�II I I •i P CRUSHED ROCK. ►` - 0" 3'-1" B/Kf RACK _ CAPACITY Of S rt 9nM 1 ' IPS% COMPAC►IaNI ` `, /'��''\\ C. \`_ \}. �,/ 9�_ 1 _; w ,I I . • .— `ULT Y COMPAC(((T sue6oAr'E 4► �� ', \\ �'Y. Y ` r / 1 `\ �. 0 -- I 115% COMPACTION-RELATIVE DfNSIIYI _ C1 Tigard, •' ' \ ) SPACES 1 „r L • jw RALS:D TRAfiK ISLAND Plan R� VV "i ? PARKING AREA PAVEMENT SECTION , . \ I OR IA dR ,. Build0Rn t-STANOARD B ITYPI - - - + - 1R. h T-' PfRRCIf SrANUAM"' R iWodilk T� I I I DWG NO PRvr-[Nr � � r• r lRA • \ 'r 5R _ tR I I I I :r -ALF',( I Febnmy 24 I'M AC PAVEMENT CLASS "C • •A 1 ,q :f b+Ob `r IP?% COMPACrIONl ,, 1 �' r r• •'Jr;"� :i. n..,9 t, V, �,. v 10- RUSHED ROCK 1" 0" A ,'1S% COMPACTION) A' SIDEWALK M I I i 1 t _ FUl.Y COMPACTED SUBGRA,:t I1Sf1 COMPACTION-RfLArll R OfNS/rY) RECYCLING ENCLOSURE �, MC. CUR! 0 I I ., / Nr 148' CONC PAD, TACTILE SURfACES I I I ELECT TRANSFORMER 3'-t'BIKE RACK Q�e�I LOCATION (S[f ARCHITECTURAL PURIST CAPACITY Of S I I G♦ • EN TRA NCE/StRVICE ROAD PA VEM'ENT SECTION I HI5 • , � ri67rhpelll Inc , �v I' �.� I j I I —F XIST DRIVCWA.Y \ 5,'00 Sll MACADAM AKNM-9UTE 910, PIM�1Mk1r'�4 9'2D� 1, {•C.\,' ti{ !' I ii IXIJ) 221--trlt � rrr (307) 12',_1171 DUMPSrf# I it i I I �� � fAetasuRE I 1•, 1 Y I • S roRAGE \ � I I f' SIDEWALK CASCADE j A SIDEWALK BOULEVARD \ I 3M' I t WATER QUALITY FACIIIrY r 1 _ _ e CENTER + EXTRUDED CURB F4,E NO NO MCMQ•94003 (C.D" , IVA rF Pot§RUARY Z?, 19" - REVISIONS TOA Tf , DeyQ'AIrTbN . , 100 SCALE h a 40' (MEET' 1 rt�R v t ,r• O SITE H: ' e ��.osa DIMENSIONIIN 1 oRtruN PLAN �'Y r ` (4v�" vpx I 19. / , �-•"•C+L.� w. ,�", rrrrt'.�,'•�:;�+ •. 9w, ^::.�1'Ja4.ts'c�; lM6Rr NO C 1 E>tPIRtl —_99 a O -X6/30' t • - - Fu '/' 1 wN oil 10197 SW Cascade Blvd nLM 98- f19Y,,I:" 1` i BUP 98-0098 14 41 0033 l �yy MEC 98.0053 o/ 1, 3►+'VU"JN.. ►' r. tiS- t:'it # .'� t r � ••_ .. �: w' j IF THIS NOTICE APPEARS CLEARER THAN THE QCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL(1UALITY. MICROFILMED t�i�i�i���� i������t�i t�i�t�t�i�i�t � ��t�t�t�t�t��l,tt;��i�i�i�t�t r�r�!�t�t�t t�t�t�t�i�t�i � t�t�i�t�i�t�t t�i�i�t�t�t�� tltltltftit�tl i �Itlt�tltl►I Itltl���lt��l (minn nnlmi �n�lliu�tiinlnnlini nnlml itnlnn nnluu mllil�ilnnluu nulunlnnlnn nnlnn ndun mr{afi nnhnnnnhtn nnlnunliii�m►unlnl��1'�!ru�In��� �t+�i��+ ,I>Nwi ndm /ads nthrla nhm ti�hm iN�IfI�I ' t .' .. .. .--�_—_—_ _.- �_....__�91�1 ._,..f__.._..... � _� _..,.,_,.-——.,. __— .fes: ia,,.,4. 4 :...»..-_ux.. - s:- JKav u.IWt v'.v.1-A•.: .�r�yilnlgrw'a+•�a.*?.n�':.-,....z.,. .....a..m-r..+..-."wr„r• _rte „-...,. .� ...f .. r.... � .. ._.. ,. . .. ..... .... ... . .... ._... .gin .wr.,wera4+nn-.vm•,,rn'..�--n.•,}•.�.-.+....• r...n.,-,"v-.,•. ,-r�.rv-r.+n„-.+.^R-,w�... -*+m�•+txa'.*mr.:..•Jnr+IgRq,T�ln.+�p�nm.wwm*n�r•r�*nn�+�.�+ T r .*I GENS NQT�,�; EG WORK SNAIL CONFORM WITH CITY Of rIGARO SIANDAROS AND SPfCfI(ArkNS, WASHINGTON COUNTY 170 JX,STING I' CONTOURS \ \ \ \ STANDARDS, UIIWWN#I LLAK COG[. AND OTHER APPLKAILE CODES • \ ' CONTRACTOR SMALL 081AAN ALL RfQUMED PERMITS AND LICENSES RiFORE STARTING CONSIRUCTJON r 1 J` P90POSf0 1' CON/OURS r� 00 ± ;oNrOAcToo SYLALL REMOVE AND DISPOSf Of TREES, STUOWS. #RUSH, ROOFS, AND OTMfR UNACCEPTABLE 1�% PROPOSED CATCH BAS,W MAITRW OPF-Siff MATERIAL SHAH of DISPOSED Of W SUCH A MANNER AS TO MEET LOCAL REOUKAWNS W/ RLN ELEVATION \� \ P• x CONTRACTOR SHALL KEEP AN APPROVED SIT Of PLANS ON III[ PROAfCI SITE At All TIMES 1X GRADE SLOPE EX/STIIU TOY,.'RAMI#[ lMfaRMA I/pV AND UIILTIES SHOWN BASED ON rCVOGRAPH.C SURVEY PkfPARfO \� \ \ BY G A L LAND SC-vErING, 0116 SW NVI US AVE, #EAVfRION, OR I10II 9 ;'n;';i \ \ ` \� \�\\ \ SEE sHEE r c7 fL1R EXCAYATORISI MUST COMNLY WHIN ORS 7575#1 TMMIWMGN 7SYSl1, EXCAVAFOR(S) SMALL WrIfY INTRA ARE PR- ALL UIKITY COMPANIES FOR/AYE LOCATIONS 71 MALARS IMW) P0149 TO START Of WO,�Af DAMAGE f0 .� v \ \ UTILITIES SMALL If (0WRE[If0 AT llE CONTRACTOR'S EXPENSE A' r t/ S POOR TO C�NSFRUCFNJW ,XISTWC Uf1LITY LOCATIONS CQN/RACfOR SHALL VERIFY LOCATION Of Ll SHOWk ARE APPRJXFMA if OIL Y AND MUST at Ufmwo or THE COk`RA(1OR AOOI rIOYAI UNO[RGROUND UTILITIES Kl Y EXIST JVLh70AO 6 GENERAL SITE PREP RA A T/ON SHA 01 GRAOAMO WORK (ONfORM rD IME CONCLUSIONS ANO RffOMMfNDA TIONS Of fW "0FfCNIVKAL ( 0 t,. a RCPWr PREPARED BY GfO/ECHAY(AL RfSOLIRCES, M \ Sx l i r! \ SCALE, f 4/' DATED. AIDv[rle[R 1, Ins -,/' ,. v ! EROSIONr E� D/M N TA TION CON TROL NO T �; ��� r .� \ \ a ROS/ON CONTROL -\ _GENERAL NSJTES � \\ VICES EDGE OF (Es TO Of PLACED •�~ � � ._ y� r.( \ t fACH FRENCH DRAW � � �� /� I ,1 0 i11Q1 �jo `,ti ASPHALT APPROVAL Of INS CROS/ON/stoA*mrAT*N fON/ROl (ESCI PLAN DOES NOT CONSTITUTE AN \I ` \ IKArION- APPROVAL Of PERMANENT ROAD OR DRAINAGE OESIGN /EG„ SIZE AND LOCAFION Of ROADS. �\�1\\ \ \ \ j`Ik �� �0 I \ % PIAS, RES1*K/ORS, (NAANRLS, RETENTION FACAJTES, UNLITES ET(' L•' C k TMf IMPLEMENTATION Of TM[Sf CSC PLANS AND THE ! O'ONSfOU(TI , JUWIfNANCE, ITYa THE \\\ \\ REPLACEMENT, AND UPGRADING Of rNfSf is( FACILITIES is IHf RfSPONSN/l \\\` CONTRACTOR UNTIL All CONSTRUCTION/S COMPLflfD, APPROVED AND \ \ / j ` } t VCG[IA FkM•/L ANDSCAPIIG /S f S IASL/SHED \\\ \\ 1" \, nroo • nj-c0 rw _ �• 8 e IHf ESC FACILITIES SHOWN ON TINS PLAN MUST If CONSTRUCFED /N CONAINCHON WITH ALL \\\`\ 170 00 BW CLEARING AND GRADING A:TIWWS, AMO AV SUCH 00 CH A MANNER AS /0 ENSURE THAT :DWNT- IIS FI316 r LADEN WATER O(lfs NOT iNIER THE ORAWAGE SYSTEM OR VIOLAlf APPLICABLE MATER �� F16.10 BW 1 STANDARDS \ T \ `10 \ IZL JV 17118 IW � THE ESC fACIL/I/ES SHOWN ON /NI5 PLAN ARE TNf MINIMUM REQUIREMENTS FOR ANIICIPA/f0 EROSION LOIV/ROfi SI If CONDITIONS DURING /N[ CONSTRUCTION PERM, IIESf TO NSU AHTS SHAH Of \\\\ \ \`` 1\ DEVICES to Bf P �P WGRADfi lS NEEDED FOR IX►fXP[CTED STORM[Vfk/S AND TO ENSURE /MAT SEDIMENT- \\\\ \\` 1 LO EACH CATCH LADEN WAFER DOES NOT LEAVE RK SITE , \\ LOCATION I THE FSC FACILITIES SMALL Bf INSPf[1f0 DAM BY THE CONTRACTOR AND MAINTAINED \\\ T A5 MFC[SSARY 10 ENSURE THEM CON/WLEO FUNCf1owocii 110A 0 IM[ ESC FACLLITKS ON INACTIVE SITES SMALL Of INSPECTED AND MA/NrAIWf,; ° MINIMUM Of \\ \ 1 \ FINISH FLOW ` \\�- 1 EL(K • 11111 I t)S f��✓ _ ~ ` \` ONCE A MONTH, OR WIrNIN IME 40 HOURS fOLLOWVIG A STORM EVENT \ AT NO TRE SHALL MORE THAN ONE FOOT I►') Of SEDIMENT Of ALLOWEO TO A(CUMUL.'IE \\\`\ \ WIIIRN A IRA CATCH BASIN ALL CATCH BASINS AND CONVfYAN(E LINES SHALL Of \\\� \ I , ' \ a I 1 S ,�1 4.% [TEAMED PRIOR TO PAVING IME CLEANING OPERATION SNAIL Nor FLUSH SfDWNF-L rOEN \\\ \ \ v ~ - ~' WATER W/o TNf 00WNSIR(A14 SYSTIM •�- STABILIZED CONSTRUCTION ENTRANCES SHALL Of INSTALLED AT INE BEGINNING Of \\\\\\ 116 CONSTRUCTION AND MAINTAINED EOR TME "AIX W OF HIE PRO)TCI ADDITIONAL MEASURES MAY of RfOUIRED /O ENSURE THA/ ALL PAVED AREAS ARE KEPT CLEAN FOR Ill( \AX\ \ \A\ � ,1< DURATION Of THE PROAFCI \ \\\ ADOIT'%AL GRAVEL MAr HAV( IO Of ADDED PERIODICALLY /0 MAINTAIN PROPfP FUNCTION \\ Of THE PAD \\ If THE GRAVEL PAD GOES NOT ADEQUATELY OfINOVf DIRT ANO MUD fRoH VEHICLE WHEELS \\ \\\ \ surN THAT MW AND DMr rRACKWG /S FVIO[NT Off-Silt, ADDITIONAL MEASURES MUST Of `\\\\\ TAKEN SUCH M(ASURfs MAY I±CLUOf HOSING OFF WHEELS BEFORE VEHICLES LEAVE rW SIIf OR 0,'4R (OAFS TRUCr1ON IECIVNIDLIES/WORK OPERAIMOYS MODIFICATIONS WHEEL WASHING \\\ \\ SHOULD Of DONT ON "'At ORA VEI PAO AND WASH WATER SHOULD DRAW rNROUGM A SILT- \ `\ TAPPING srRUrrUR[ PRION TO LEAVING IHf Cotis/RU[TION Sir[ \ \\ �, 1 �` EXIST. DRIVEWAY ! y r k PONSMLE' fOR PROTECTION Of All WORK, ADJACENT \\\\ \ 1 COMP USA Illi CONTRACTOR /s S&ICL fS \`\\\ = PROPERTIES AND DOWNSTREAM EAC/Llltfs FROM [ROS/ON AND SII IRAF/ON SHALL Bf ` FINISH FLOOR • � l ��� "� � ,' 17s�`'` / HO ' I \ i, CORRECTED A, THE Soil JXP(NS[ Of THf. CONTRACTOR \\\ 1 ,\ / `\ [LEV r 1 w.t THE CON TRA CTOP SNAFU Of RESPONS&E FOR THE NYDROS(ED AREAS UNTIL Vfa[rArION UPON INfM IS fSIASLISNFO ANY ADDITIONAL MYOROSffD/NCI NECESSJRY IOP fsIABLISH THE \ `r VEGfIArION SMALL BE DOME a THf CON IRA CFOR I if SEDIMENT FENCE/STRAW SALE__S£D/MENT BARRIER NOTES; \\\\\\\ 1 •• rAff FILTER FAIRK SHALL BE PURCIV°SED IN A CONTINUOUS ROLL CUT TO THE LfNGTM Of THE \\\\ 1. BARRIER l0 AVOID USE Of JOWLS WHEN JOLNIS ARE NECESSARY, fll rfit sLOrH SHALL Bf \ _ SPL,:[O IOG[rHfR ONLY Ar A SUPPORT POST, WITH A MIrMUM SIX INCH /e") OVERLAP, AND \\,\ 0 0 /!� ♦1M __ S G ^ / TRAWL PROFILE ' BOTH ENDS SECURELY FASTENED r0 THE POST r '� t \+ 115.00 ti W �1 0, I Jli3o ; ,\+r ti ♦��'` 0 /,3� Tl'3 s �,; / ►7100 SW THE fIl1ER FAPRIC `fNff SHALL at WsFALI(D TO FOLLOW .'HK CONTOURS, WHERE FEASIBLE THE FfNCf POs IS SNALL Of SPACED A MAXIMUM Of SIX FEE? le') APART AND DRIVEN s[CLIREL r WTO rH[ GROUWO A MW/M IM OF 30 INCHES \\ \\\\ 1 I \\ \ �� 2 I e HTO 173 IS MIj Pas 173 14 I I! y'L` J! 11 A FRENCH SMALL Of EXCAVATED. ROUGNLY I INCHES WIDE'BY 11 INCHES DEEP /0"X11"l. \`\ I ` UPSLOPE AND ADJACCNI TO THE W)00 POST TO ALLOW /N[ rIL ffR FABRIC TO Of BURIED \` \ 17150 ` I WHEN STANDARD STRENGTH fit TEO FABRIC /S USED, A WIRE SUPPORT FENCE SHALL Of I P rs USING HEAVY-DUTY WINE STAPLES q' \ \ 7 t TAS1(MfD SECURELY 10 THE UPSLOPf SrDE OF Nf OS I � � � � � � � / p 10 I I I \♦� \� Al LEAST ONE INCH (I") LONG, Elf W/Af OR NOG RINGS THE WIRE SNA LL NOT EX FEW IN TO INE FRENCH A MINIMUM Of FOUR INCHES (i"l AND SHALL NOT EXTEND MORE THAN 3e INCHES 1 ABOVE THE ORIGINAL GROUND SURFAL'f I 3 /! \\\\ I \` 1. 'B b'e � 11t /`0 C ,i �� � k 1t 1 { ` 1 I ,1`' I♦- ard '11 1 T* + TNf STANDARD SIRfNGTH FILffR .'AERIC SHALL of STAPLED DR MIRED TO THE FENCE, AMU TO \\\\\\\\\�\ I I , \ �� I r �� INCHES Of THE FABRIC SHALL B( E,rfNDfr INTO rN£ ►REICH THE FABRIC SMALL NOF (XIEND II I3 MORf THAN 3e INCHES ABOVE THE OM,.'M-- OROOND SURFACE fit TER FABRIC SHALL Nor at _ - \Vj SOAPLf0 70 EXISTING TREES . DE AIL ' P� 0 1 I I • Pin Reye . 1 WHEN EXr"-SrRfNOFH FILTER FABRIL AND CLOSER POST SPACING ARE Usfo, IHf WIRE MESH 5 IN SUCH 4 (ASE THE FIL HER FA /S STAPLED OR / \ \ � � \ � / I '� I I sUPPORF ffNCf MAY BE fi.WNAr[D SU , I \ WIRED DIRECTLY To rNr POsrs WI FH ALL OTHER PRI VISIONS Of THf ABOVE sIAWARD NOTE \ I I / Building ;. I i FOR STANDARD S IRfNG IN FIL T[R FABRIC APPL YING SEDIMENT FENCES SHALL BE REMOVED WHEN rH[Y HAVE SERVED, THEIR USEFUL PURPOSE, BUT 1 \/JB, 1 \, & Site W osk NOT BEFORE THE UPSLOPf AREA HAS KEN PERMANENTLY SfABIUIfp I J I \`\\ e 11 TW I SEDIMENT FENCES SHALL of /NspfcrrD or TNf CONTRAI'FOR IMMEDIATELY AFTER fACN I /JOsO 1 \\`\ \\� \\� r' \\ 170 173 rw \ q. I REPAIRS � I \ \\ \ `1 �r�cc r I .,—EXIST. GR11R_'WAY ��,����' RAINFALL, AND AT LEJST DAILY DURING PROLONGED RAINFALL ANY REWIRED E T illCKES 7TVVdti1l SHALL Of MADE IHMt'INA TEL Y \ \` r f11 DW \ 11 I 1\` \\ t .► /lfej \ EL�V Harlfs000 2 I� ° A NO TIME SHALI MORE THAN oNf FOOT (17 DEPTH Of SEDIMENT of ALLOWED TO / \, ACCIIMIKATE BEHIND A S'fDfWN► FfNC[ OR STRAW SALE s(OLM[N/ BARRIER SEDIMENT \` / \\\\`\`�\( SHOULD Of REMOVED OR REGRADE9 INTO SLOPES AND THP SEDIMENT BARRIERS REPAIRED AND ./ \ 1 \ fit �\\\�t�`1. rltld TM 7 Rf-ESTABLISHED AS NEEDED ` \1��\ ; i 170d b>✓ 1 4A7 TQM POUND P;a I AhSULAR SALES OF ([REAL GRAIN \\\ d Ji-STRAW BALES SHALL Of STANOANG e0 IO IO SIDEWALK DETAIL \ \ �\\ `11� /!/sp / J 1 v �l� � I v✓" / -, rper OR SEED STRAW. NTS \\\ \ \ "/ma�yy, � R �- B B 3 COOROINAIi STAIRWELL LAYOUT \\\\\\\\ , �A I n �} � WITH ARCHITECTURAL %ANS. - '71 w T WAST[ SIZE Of BAGS SHALL BE \ \\\\ I t 1131 'W ' SIO-FIITfR SAGS SHALL BE CLEAN IOOX ,.....LED WOOD PRODUCT • 10"Ir0"r30" AND NEIGH APPROX l5 AS, AHO MADE Or I/1 INCH PLASTIC MESH IIRENCH ORA/NI r• / r i/ f migileffis, Inc. Ise , �� _ L _ Rf(OMMENDfO EROSION CONTROL GRASS SEED MIXES ARE AS FOC:OWS SIM/LAR MiX(S D/SIGNED WATER OU A Itr FA IL/l } R / NL CAI( #A SIN PROrfCTlON FO ACHIEVE EROSION CONTROL MAr Sf SUSS111UfED /f APPROVED BY IURISDlCTION S -` 166 ((A CH BASIN) < , I M R� \\ ° �. r\ ( 57U(i SM u/t.ADw ►KNOT SV11F SFO, PO±RIJWO, Op 9' 1 \ \ \\` �--1 165 176 I e r scop[ 172 I s.,z 221 11 FAX (ads) ut-trn OWARf GRASS NIX (LOW Hf/GHT, LOW MAIN/fNANCf) f' b' \ \ _ _ _ DWARF PERENNIAL RYfGRA55, LOX BY M£IGHf \ \S � ` _ �-_ � -_--- - ltd /~�1 rPCfpWG Rf0 fESCUC, LOX BY WEIGHT -� APPLICATION RATE 100 POUNDS MINIMUM PfR ACRE ~ Mf f / 1 STANDARD N[IGHF GRASS MIX tl I �r \ \\\ \ � EXTRUDED CURB I I ANNUAL RYE•GRA.S.i, LOX Or WEIGHT T fR /ON CONTROL TURF-TYPE FESCUE, e0X Br WfIGHf \\` \ 1 yQ \ ,110 ApPLICAfION PAff too POUNDS MINIMUM PER ACRE MfN► FENCE J onn,r-c \\\ ICS 00 IMS 00 I IT /S RECOMMENDED THAT SLOPES Of R)UGHfNfD BEFORE STEDING BY 'TRACK-WALKING', (DRIVING r ( 1 , A CRAWLING TRACTOR UP AND DOWN SLOPES TO LEAVE A PATTERN Of CLf.AF IMPRINTS PARALLEL DRY DETENT/vN POND SECTION A —A '\ \ \ \ '\l ' , �I CASCADE IO stop( (ONrouRsi OR OTHER M£rHOD TO PROVIDE MORE STABLE s/lEs FOR SEEDS 10 REST \ \\\\ If HYDROS(FOIN6 /S USED FIFE NYOROMULCH SNAIL Of APPLIED WITH GRASS SEED A/ A RAIf MIXruNOTE SEED POND WITH WETLAND SEED \\\ / I ^I B O U L•E V A R D Of 1000 LB/ACRE ON SLOPES srffPfR THAN f0 PERCENT, HYDROMU(CH AND SEED SHALL Of APPROVED f EOUAL) NO SDe OR y APPLIED WITH A SONOWG AGENT /TACK/F/ER/ APPLICATION RAT[ AND METHODOLOGY /0 of PER APPROVED f0VAl1 CENTER SEED SUPPLIER R(COMMfNOAIIONSbn `J I ` \\\ o+oa FIL rER FABRIC MAFERIAL (ie" WIDE ROU USE STAPLES OR WIRE RINGS TO AFIA[H TO - - - - -- SIOR I PROJECT NO. !4004 MCM-04 ` FABRIC Mlpf {� � � STRAWTRAW BRIE I 1" X 1" WIRE FABRIC IN GA), I FLE me -C1.DW0 OR APRtlVCO EQUAL OAT FE9RUARY •2. 11•9N WIRE FABRIC - RIP Is foN! IDA rE D1rGIProm , I , FIL TER F,:earc Posl 'Ilk - 0 0 NT POINT._. ��' !Z ;1 � I t , • AV� CEESS- T LINO EO OF fABAI( IN �xj9 MAV 0•'X11` TRfN(H -_I BP MIN - - 1 X e" W000 POSTS, [ R►1S'M/N CLEAN PIT RLAV �' -- - - - I sNCrEr rltl•F ` L� S fL NDARD(ALTERNATE OR BETTER PROVIDE FULL W►DTH GRADING A�1 D 4o PRO OR 1"-MINUS (RAVEL IALTERNAtE STEfI '��fl�sf�0y FENCE;OSTS) GrorwKf, AS REOUIRFO DEPTH OF INGRESS/EGRESS I � ' AREA /1C' INN/ B/OrIL TER BAGS/STRA W BALES— TEMPORARY EROSION CONTROL SEDIMENT CONTROL FENCE GRA VEL CONS' RUC TION EN TRA NCE CATCH A,LIN PRO TE!'TION PLAN s nREf:o, N1.S. N.rs. V r (b qG R Mrs s , I. f9.\ � sNrtrNo r v �R8 L ° IFVIRESDe rfo,a> 10467 SW[secede B'vd PIM.98-0033 • 'rr` ,11 9UP 96-0096 15 of Al MEC 96-0053 t IF THIS NOTICE. kPPEARS CLEARER THAN THE OCT 51998 DOCUMF,NT,THE WYA)MENT IS OF MARGINAL(DUALITY. MICROFILMED i1III1I�IIi1II1111111 VAK 0 IN 11 11111111 11111.i rlililillI111 nilil�I�;,ii inlnn nnhin inihul nnhln uiilint tmhul nninn nnh�n imhm nnlun ns�Ii•n�lnnhm nnlun ni�hui uu{au nnlnn nnhmnm{nu nnam Ininn Tnhn+nnhn�n��n� niintr imim a�lnIFn�nn sanlnn u�aun nnb�u en c-... ..._n c.ulr:a:.YJla[ru_:,.mf•-- —�-. —•MMY1WY4a�t�w6wt r r�'-..°".r-siva�Yi'Ldw5nm.nWuu;1..rwlu Ew.. :1: .:'--,- _ - s,..n..,� n.. - -d�.....,�u�..s., �.--._..._- .......r.a....... _ _ - - _ u- CE DIA AD COVER —J-1--0.1 STANDARD O \ GENERAL N FRAME AND COVER �T � �fMNSHEO GRADE Of SiRffT \ �� � All WORK Shl4ll COfLiOIRM f0 rlff CIlY tv JNCIARD fiAADAwf AA)<I fPECWCAIOM y,AS*WTMM CpIMMI'TD' -- �"GRADE RINGS STAMAADSLA1NfOM/PL(RIBff COAE Aho "8111100 PL1NMtIIi Com. FMlSMfP GRADE ---- 1111E J-, MAX 11" \ 7W LOCA FAMI AND DESCAPTANS Of MrW _ — --- —717 J� \\ AMO/aR fK SIMY Yf Mt t7T OR YTS U[KOIIrAiMIMS f N f4ARAM/f[ I7;AC[YIRAO,40 rw h 1'-1" � � CONLE/EINES►w SIKH AIf:OROf. .5 �, A_ ti \ IN CONTRACTOR :NAIL COIL r INrN All A[OINME/ff/OTS OF ORS 7U..541 10 MY 511 Tiff Ci1N/AIWN !ONCE NOTIFY fACN W F"ROLMD U1LIrY AS IIAST 41 BUS*ESf-DAY IAMNS PRW r0 EXCAVAiROB 8MM M POIMOLLNO ALL UTILITY CROSJNIiS STOOD BE NTOIfiLfO AS watsARY mw TO LXCAVAfBM OM BMMK ro J" CLEARANCE Er ALLOY Tit CONTRACTOR TO PAEV#Wr WMA[OF ALAwNI Co1B'LKTS. S"IMML - - \ ACID PlwrE[r e FILL JOINTS WITH � \ \ � AR(.Y/Sp'Vf SMALL BE NAA[/Y rIIE COMIRAtTON TO KlE1 ALL fXlilMl6 UIILIlIEf NN SERMCE rNEN Duk.'YG CONSiR4KrA9111 < CEMENT GROUT \ UrILIIIES, ON WTLRFLMYG POR/DONE Of UrILI/tS INA1 ARE ASAADONKO BO PLACE SMALL BE McMVEO BY TME :%VTRACiOR r0 iAE EXTENT MECESSANY TO AJTQW1ISN THE WOAMi THE COMrRACr0R $HALL KUB riff - REMAMRMC EXPOSED 1ADS Of ASAI"UTILITIES r S�-S:__ SfC110N5 tj (AS RfQUiREOI rA. STORM\ ,-BREAK OUT i CIE.'R (MIN; \ � 'S \ \ Sr�ALN►,+i, �, AM NTTAN65 SMALL At SApOfN BIILR/OR. hOGM DENSITY POIYETMYLf� C��flb St OPE l \ \ SCALE 1- • �I' PW AS PRo0UCf0 AM SPECIFIED BY AOS P0004KT MAKE NUM.4 MESS DrMrwwSf sofir o gENOVf UPPER HALF OF � � �' \ \ ROOF DRAINS FROM BU1l0MIEi SMALL CONMIECT TO SITE STORM DRAINS Bi LOCATIONS fADYfN ON lIYS KALA �- l i • SEWER PIPE INS/GF MANNOIE \` \ 5151 ADJUST MANNiOLi ANO CIE1 AOUI RROS f0 FMISN 0AOE COORDWAIE EXACT LOCArAW .-IrM ARCINIECIFRAL AND MECHANICAL PLANS. X700 THE MANHOLE MAY Of POURED • I _ u�_ `�"_ MONOLIrhYC TO I" ASOV: THE �k( \ ' \ i \ `,'\ WA TER ALL WATER PIPE SMALL w mL TKf NON(0.11, Ct'KNr LilEO, CLASS fl, AWWA C15i BARREL Of THE MANN SEINER '� \ All PVC WATER MANUS AND FAPt PR0IECIADM 1A1E5 LOCATED Ol/1542f Of PLMIK NMPROVE/ffNTS S1LAll Nff(l '� \ " L THE REQUIREMENTS Of AWWA CMD, CLASS KB PIE, DR M, OR APPROVED fBUAL DaWSTIE SERNCE IN" r / ifSN C Iii N f4"1MN f 6" MLN •��� _,1 "� �` SMALL BE SCNEDUlE l/ :�T tt•our .I '/�� ` 1\ - ', \ ALL PIPE SHALL NAVE 36" NNOM1+Nm1 COYER MEASL OW FROM FAINSM GNADE / f ;\ \ ._./ I If501 /� � � ,\� � \ \ �� •6�'L � \� STATE APPROVED 00ldll: 0[IfCIOR [TICK YAIYf ASSEMBLY SMALL If WS'fALLfD AT VAIILr Off I' PLhG W/ ' _- -,--�-- hof STO STORM MANHOLE n+ t`• ORAFACE L e • • MANHOLE ANO ` \ \ ALi WArto tAw TAPS TO PINLK WATER TIME SMALL BE MADE Br THE IUALA/IY VALLEY 4ANS If FIs la It'1 PLATO STANDARD .MANHOLE RIM fl • .1410 \ '/�� \ \ \' DISIRKT (TVW01 AT OWNER'S EXPENSE CONTRACTOR WiLL PROViDf ALL 1KCAVAIIOK EIACKPNLL, If W • Ki 43 110", WI �� \ , MAMMME COMFORMS WIN NTS Jf OUT • 1,f 31 /te S 1 \ \ \ ���ARY CLEANOUT IINUSf BLOCKS, ANO VALVE BOXES. TAW DOMIfSTIC WATER Alf TER SHAL• BE SET BY TVWO AT OWNERS EXPENSE ASIFN C-478, OREGON AWA sr0 SECTION -AA ./" - ,\ \ c ONfRACIDR SHALL WS/All ALL PYPANG { METER BOX CA ICN 8A SIN 1 i •� 12' CONN _ __ CDGE i I ALL NRIGA110M SERVICES SMALL MA IE A STATE APPROVED DOME CATCK MALI ' ( mom,TYPE! / r c ASSEMBLY INSTALLED PER /VIVO*f&WMENTS RW fl 17070 tASN1 PD1.._-183.57 \� \ ASPHAI r if • 11103 / F 0• SiORr IfYPI \ �` r 150 L 040 �-� `� � \� �� 1ME�ON�IRACTOR SMALL ITON OF rESITALLAri'M of All LAWS KR�IK ►YEWOSYSTEM OUIRfIffMf�S SAL: L If fLYSNffO A11119 \�• � - SfE SHff1 Cf EOR IA/ERAI /HFURMATIOk aSiM�[(ifD W COAItFORMAAK! WI1M itAIIN DIYIS.OMV GI/ADfLM(S AND fVWp REQbNEIKATi. Sp0 I- it W/ 4"I ORIFICE OOpES1K \� SANITARY SEWER e CENF[RLW[ Of PLUG { _y- � �, \ SANITARY SEVER PAPE SMALL Of PVC ASTM 0 3131, SLR )S ALL .SANITARY SEWER CONSTkOCIFIM SMALL t C 1 1/1 PVC DOMESTIC - \ / \� \\ IE 8" CONCNF IL K IN ACCORDANCE WIfM T It CITY Of IMGARO SIANOARO SP'CAfKAIAONS SERVICE INTO BUILDING ` \ \ \ PIPE IE- 1B1 45 ADJUST MAAWOLE AAD CLEANOUT AM TO FINISH ORADE NSC. UT MES li i = s _ 12" CONCRE r ' \ I.E. NOT ELECrRKAL, FELE)"WO IF, OAS, AID TV S.RVKf SMALL of CoORAMDIFED BY TIME CONTRACTOR wrM 1 i I-V PVC IE-183 21 INE APPROPRIATE UTILITY COMAwY COORDINATE LOCATION Wirm OWNER AMD fNWER �// \ \\ 1K SE CAT H ASW \\ \ FOUNO Y TIM f( . 17104-- (r \\ A ICM BASIN 1 ' ft Ill SI IsrPHON rrPEl \\ RIM EL 17300 WAT!RiIFair NE S • pppie ' ! \ STORM LOCATES PAINT \ \ it . 170 SO ✓ / o \b IE 8' CONCRETE 14- W INSTALL f L F e" ' I,�- 41` SIO FEDI IOP MANHOLE \\ ���S S 03500 -'�- / � \ \ PIPE IE- 180.04 SAM �/ /^-•STORM LOCATES PA1NT SID MM FRAMf i COVER \ / i-IE 8' CONCRETE �� PIPE IE- 180 63' •'- `• ` ` \ \ -INSTALL !Il if I" Sr _ _„ ./ � • - I/1" STAAMLfSS SFfR IOLr, S 00557 NUT AND LOCKING WASHER � 11 /DIAL EACH iADf/ \ \\ CU 16A1�RfNOYf \ \\ ` ` / I !/M AILMtMNt PLArf ►- 1 \\\ _ (URB INI I_L-7 a�� P*AVSEO STOOK LMV r w4mRLLN[ < _ _ t'" RIM F r. 180 71 13 PROIOSYO CATCH IASM \ -AI UNW M AMG1IJI"+1"•0"Ill \ \ \\ �- AS 10 CONNECT ; �/��j A!UNINUN A/VG(f + + I \ to-r1'�[�j 4tw -LAK ID fXISr \ % 11 IN NW = I I/79' (10" i:ONC) 1/1-mVI- STAINLESS Sr([l ` \ 14773 ►J X [-QUPl1N6 �\ \� I (Jul S 11' 17' (10- (ON(:) -- /Rf�OSEO VATLAIR :£Lf TAPPING CONC ANCHORS , \ f"Lf.-jfllts ✓ _- __- STORM CONTROL MANHOLE DETAIL tI OT L S-11 OR SANIIANY SfAVK( £X,; :ER CATV►ROI . IRBPOSfD 1111[HYDRANT ASlMfrY \ ( INTO BUILDING VAL V[ ! of REMOVED T S firm To shirr►CS I C6 k r 6"DOWNSPOUT ` , \\ If /1!00 J '' Atu Om -iW i ,1 lam- - MOPOSEO IIA/ER SYRYKE/K/BIl I"AT10N IrrPl �� \ N w �.• / r� � I SFREE f AFr'H E3ASIN (OIL IHAV). � PROPNEO SANITARY IAF 1 \ • �/. OUTFALL 10 + \ eA u EXIST Folf ANr - I I Y7, RIM TL 111[)11' EXIST ORANVAGEWAY , q AIH TO If RrLO( EO �/ !11'P AS SHO WNI \ ! Is Y \ 7 i RIM fl . 'T}SI Pt IAO 0R ftA V \ If 17000 EXIST Ff[ AT AW \ i INSTALL :6 l f 0' i � + \ COMP USA `. �~ s , 01670 �- [XiSI sPRArii I t r i AND IDX r0 MOVfO Er1,f DRIVEWAY 1 r J1 1 I f,wSHfO GRADE , \ EX151 flRf N rORAN 1 i' ----PLUG UG O F E kf'E pj• PIPE I \ l ` \ to BE RELOCATED -J` ,�! rsf FEE AtN ,2y I a c" DI FIR( StRVK! ONE �" ' � \\ TICT EXISF IE � t76.44'�� FRAME }.� Pat DOWN MM \ \\ I-1/7" PVC DOMESTIC slivvi(f -� `' �\ I�1'A/[RL I FRAME IND COVFR k 1 4" D 1 EDC l IHf _ \� h ;2" PVC PIPE ` �.•'r \ SPRINK9ER S�S rfM� - 4 1 p ADJ11S i1KN I E- 188.86 \ DOMES TIC A rE4 _ 1 - 1 14"DIA + �� 1 ITS L F PQMF V�tit ' 3/4' CYC DRIP LINES \ 1STOWI { M _ 1� ? I �- W/ Y[LOCIIr eAll T E� LLF 11 • 4 ORM VAL VE i 1! \ `\ +, \ SIM L , 11 71I101� S • 0#too I `� , M A i � �� � '� �\ � If741 It1", f! �� 11 161!0 (►I", NI DOUBLE DETECTOR CLACK f DUl 161 IS /14', S.l I - it POLI 1 VALVE AA47 YAblT - f 4 - I-#GIME�iK WA TER r. 31 y� 1 M MEfC f/- RYICfS j� I - r' , e~ cmoss (ITCH e,4sW s (rrPl R.LOCK \ / RiN fl, 173 Be ~ 11_--" EXIST EAP£- 8" d- REDUCI R \ \ \ / I is 11 • I - i" GA/f VAL V! t 1+ 14�[y�"w1n .�• ' ni".+s . v I ' ( .�I D! WATER 1" WATER \ "�lY' SECTION A-A `FDC4rTA CCSL OPING UP oome rIoNS /0 G� '� \ / 9 w k' TIKE 61 (• I� 4'DIAMETER 3/4" IAP-BALL 11 FIRE HYDRANT ASSEMBLY 1 + �1�, vu. I 4v� , 1 - I I/l'POKESfK WAITER l �1 I CONCRETE VAL Y( DRLP I ONE INCL UDING 6' GA F£ VAL V[ 1 �� 4"DJ For L^f M NIFTER SERVCE NORMA FIAN MAAMLf CONE AI LOW PI 1 1 \ Ef ty of Tigard 9,J t�� (FROM IIKLr11hIG FOR INEFIR TO""rW PLAMSI , 3/t" VAL 1 `, O V1� \ 1P/iNKLPIVCSYt wsrlc SERVICE \ I / TALL AM VALYLS SKTInN i Il St a ` I-til` P✓C DA+IESrIt SERYIC!' ( /. Plan Reinew.~ I � \ •�� I"D/ FiRE Sit,VICE Link ' • i { I I WATF R I NC E: SEE1EET CSF / BALL VALVE VAULT DIRECTIt2tI� ' �' I I''•^ WAItER SERVICE CONNE T/0N5. Building / FDC rRff (SEE OfrAltl IRETAIL ' IC`F�C�C�PS/P LINE, �wATER It / ��\ - I I E N r I _-tX15T DQIVTWAY (SEE ( I I DRIP tlNf Y !� (� ti L Wlt,llCC I FOUND I _ 1- & Site Wo � A A 1 1 3/4•aIN►IBMt �, - I r I s 2 0o I - ua�p Z I II - \ + I I I CATCH BASIN (OIL TRAP) _J 1 10' SSM_ ;'l (A rCH 41A N I \ L___ --- I , I RIM EI_ - 112 76' -� 1 • 1 RIM El N• oft 00 FOP 01 1 1 EXIST•+mi FARE MYDNANr ISYPHOBURIED IN I ' - -_. I f • Id10S GAS ,:CATCH BASIN. 1 INS IAtL r0 l F IO" RIM EC - 171.35' It - I`r f" If[ LIoNI S - 00100 \ I \ - i'r d" REDUCER 3/6" rAP-BALI Il �{ �� ! f + I E. IN N - 189.53' ,10- CONC) \ I - I" GA VAL V[ , SANITARY SfRVKf INTO muiLotwo I LE OUT S - )6+9.34' (10" CONC) VALVE GRIP (INE STORM /ONrROt MANHO(f rR,NCM DRAIN/L'e /Sit LOADING DOCK DRAIN SYSTEM! I I I I I \Z I£ ►Ills J \�j Ar LOW P/ SEE Dt rAIt + �- RAM EL , f7P 00 SEE SNf[T CS FOR LATfRAI INFORMATION-� I rp e•r 'r Boli 110WN \ FDC NON FL lots. 15 l f I" PVC 5 OOOId I( DUI,11113 1I".S! 6" DOWNSPOUT LOCATION(F''Pl L II • + • A M FRAM[ \ I f IN Id f 3S (14" NO i / 3! L f $ • 0 0170 6 ry (��� t�1 T T n/�1• ANO COVER \ I f IN , 145 80 11 F I ` S FORM OU FALL 11l a SO! l s l l L 1 j a i E OUT , III 11 Ill 51 / f .Gi�GL[ + V11flX QUAUrY�fAIILIII' ter• �I [ N O 1 N [ t R \ , ISE GRAD�i PLAN! - 1NSiALL tt i f l4'" \� S • 100 1 Y1MP-Nf-10SlIF f - T M _ 5200 ^r rr�r-DOOM wfNIK, sort .GALVALVE VAULT DETAIL 10 foe,L - PVC S . 0vds� _� ------ -- -------- ---_�-- - too L ' .�«.�--�•'- r,so�t tzM-1M}, 3eo.�lrortrwwr •?� 6riQ1 -'� 14 sroRM OurfALL - �--- NTS C . -- INSTALL ro t f l4', S , ro r IF our , 16: SS Ill'. 9'j rr �' I STORMFLA r- I[(� REFER 1op s To Sr�i/Rm comot r 'D MWt FOR K A I-r0P MIN RMI f 119145 I I 12" PVC PIPE RIM R fd!50 IE- 165.60' if IN . lost# 11", NO W/t"PL UG, W/ 0.5'0 ORFICE I I FAMUT Of e VE� Ili IN . 11.571 (11", FI I �I 6rOLl r I f IN . 165f? 114", NI AREA DRAIN: / ' ail i A : "'rr r 4 S'CENO-� - It our i65 d? (14" S) RIM - 168.82' I I ROrAT[ AS --GRAM FINISH GRADE \ I.E. IN W -' 164.34' (10- CONC C A S C A D E RfOlnmCO HiNGED Offi.fCrOR to STANDARD CAST IRON CATCH BASIN (014 TRAP, ) I I� Ire s1 fAcILIMlf CLEAN-OUT � RIM EL. - ►68.64' I.E. IN N - 184.52' (10" CONC) ' -- � BACKfILI FRAME AND COVER I.E. IN NE 167.34' 4 CPP ) I ` -RIM E'L. I.E. IN - 167.37' (10" c:ONC NA IN \ I LAND o ISEf PLA.NI ( ) I.E. OUT S � 164.29' (12" CONI) � GRANULAR ,••�`�\+� - KO it I.E. IN E - 167.27' (6- CPP) I BACKFILL BOULEVARD I.E. OUT SW 165.79' (12* PVC) , 0 .00 i 11-_e! CENTER " 2" MIN � . ZS j �6" MIN f_-—14" x 14'• x 42` I d, I.i /,�// /• ,// •v L YNCH" CA ICH BASiN - USE PIPf MANUFACrURfS ADAPTER CONNECTOR OR [OMPAfTfD -� 'F£RNL'0" f!£XI&I COUPLING WIrH STAINLESS SrEfi CLAMPS OR APPROVED EQUAL L I iF/rI 1) 51 fILL - - 6•' DR e" PVC PIPE BEDDING ANO BACKfI� DETAIL ISE PLAAII MAW NOTE CONTRACTOR SNALI TCR sl 0 -----T - - --- (SEE Pt AN) WYE QR FEE AT MAIN of rCRM/NF THE REQUIRE IC.B I FlrifNGS NffDEO 'OR fAl'N v!+o�er.r Ivo. . iA1003 MCM-04) � 1' OF d" D1 PIPE , 5.003 Nr.S rn r mc MCMO.4--CJ.OWu I a CATCH IASiN 45' BEND �\\ r . r F'ESRUARY Z,^E. Lir• ' +} pS•, t M -IDE TRENCH TURN C105f0 END CAP "r ;9,01.9 DA re oese�+►rlolCl . CATCH BAS/ti'/AREA DRAIN DETAIL WYE BRANCH _`-- GRANULAR BACKPIILL / OUREr IIURN 90 O HOD END 161 �L'�"`� IIURN rr[M N0 -f!i t5• ��..� ALL SIDES — of our , ►ilIuHEAVY00 FIIUmN NODUTY SrGl WON MAI DUTY CAST a SEE AV TEL i N T S 6" OR B x 6 8" X _T OR i�r -_ / lllr 1G STORM iYS1fM i -- - - -T_ -- Y - - SEE NOTE Q OR r0' (SEE )Il- _ I• i I T' - - r tI r/4- .5 r£!L PLA.NI (LD'ArION VARIES, SEE PLANT "`�`�`�"�"`I11�11 _ y '"""�� "�""""""""" "-'�`�"� )1;r ANfilf FRAME . � — __ � PIKE iAP _ NAMIOLE OR PROVIDE d SECUREL Y I lil ICN BA'3Ml IT i :Ito IT FL t o I L�fL�STRIP SEE N01'[ Q • PHONES - 10' (7IRN FRENCH DRAIN ITEM N0 I0f1)— ro' (TURN iRfN[M DRAIN IFfN No. I000) p�rf —� INSTALL PLUG iENU OF I/Nf OI;LYI +--N'MODULAR SECTION al+r.sr nr�E , © liT Wu(sl:rE WlrE�iE�Allr CAST IRON FRAME AND fOrtR STALL BE UTILITY PLAN ' - 14 . 14"r4 P'IYNOI OVER LAPPING JON/ OUSE -FIRNCO- fL[XNL[ CUUPLMO W INH VAL LEY IRON d STEEL CO NO 'S 202 (6', OR 203 1"1 CATCh '4 SIN W/ NOTE INSTALLATION SHALL BE IN ACrORIiANCE WITH STAKESS Srf[L CLAMPS OR APPROVED[QUAL LOADING DOCK ONFGON ,1R APPROVED EQI1Al HEAVY D..'Y GRAM flIE NANt1PACTIRfS'S RECOMJNfNDAI10Ns. Q CUI MIOtE WTO PA>•f AND ANSTAIL '1ROM:fR" RIM EL 011.19 FRENCH DRAIN To Of PLACED W CONCRETE SEWER BOOT TAP IBR APPOIOV0 IT"L1. ON FRM NA rlVE SOILS It IN. Note 1 if Our , t6!1) C 3 ; sr_.v-zn-.--.-«,.�r.�x x.r.s-:.,.,�.�,-,fi•..-.,mss. ^..wm,... ..... ._,:,,,Tr•,....-nn^n•*.••,+�-smfasas.•,. .-.+mscr�*.•..•.:m.c..+s:.•r+�+.�...,,..-. .�c ._q.�.manr.+r+v. ... .... - r WINWIMN 6� -\ �4\ �� DEMOL r10N rf \ \\ r REMOVE EXISTft /MAW STMXTIMES, CONCREr[, ASPNAL.'. EtMMS. FENCES, ARID TOPOGRAPHIC APPIARTENANCES WITMIN THE PRoxcr PROPERTY L&w AZT`�\ \\I� \ 2 ISTMIG TREES WIrNW rNE miter PROPERTY Latif LMIEESS NOTED OTNERWISE 3 rOPOGRAPHY SHOWN IS FOR INFORMATIONAL PIMPOSES Oft Y (ONTRA(TOR TO \ \ VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRXTMON LOCATED IN THE NW 1 OF p 4 RfrlOVE, AJANOON, OR RELOCATE EXISTMWf UTILITY LINES ANO APPURTENANCES \ \\ WIT" rHf PROJECT PROPERTY L N1tf. COOROMVA i f WORK WITH THE APPROPRIATE S E C T i 0 N 35 , T 1 S , R 1 W, W. M . 1 c UTILITY COMPANY PRIOR TO CONSM"rION REFER TO UTILITY PLAN FOR UlkirgS \ d' \�\ TO Af SAVED. S RfHOVf OR RELOCATE EXISTrWG POWER POLES AMU OUY WIRES Ur omERSI �/ I TY 0 TI G A R D , 1 COORDINATE WORK WITH THE APPROPRIATE UTILITY COWANY PRIOR i0 CONS TRU(TMON r WASHINGTON COUNTY qa R.O.W UNE \1, { NEHOVE AND/OR RELOCATE EXISrAW STREET $IGNS for orNERSI camaNArf APMA WITH THE APPRtT[ AGENCIES , OREGON d' • �ch SURVEYED JANUARY 3, 1995 i Q 12' DIA. UNt - UNDERGROUND vAULT , BENCHMARK: \ A STANDARD OREGON STATE HIGHWAY DIVISION REFERENCE. MARKED 'P.O.S.T." ON THE #" - \ \ \ \ BEAVERTON-TIGARD HIGHWAY (HIGHWAY 217), 1500 FEET NORTH OF GREENBERG RW, SCALE 1• \ 1800 FEET SOUTH OF SCROLLS FERRY ROAD, 11 FEET WEST OF WEST EDGE OF PAVEMENT ri; \� OF HIGHWAY 217, 217.34 FEET EAST OF PGE PCA.E /8901 "1967 , AND 1 FOOT EAST OF \ \ OSHD RIGHT-OF--WAY POS' MARKED 'P.O.S.T. 399+96.89• C \ OENCHMARK ELEVATION 194,237 FEET i 1 � 2 12'11.06" r IGN NOTES: S •', _- � \ R = 1266.0' A / 2 IY DIA. UNE L 273.49' c ,1 ,P WATERLINE LOCATION WAS DERIVED FROM AN A513UI1T DRAWING FROM THE IUAL.TIN VALLEY f. vAGE 8 /ice E 06 A o 04 - c ,J D 19 "Os CH a 5 3111117`350 E WAITR OISTRICY. THERE WAS NO U11UTY PAINT TO PHY•JCALLY LOCATE IN THE FIELD, SO 275,90' UNES ARE APPROXIMATE 2 p \ c * � ��LINE ,r GASONE LOCATION WAS DERIVED FROM AN ASSUILT DRAWING FROM THE NORTHWEST NATURAL � GAS COMPANY. THERE WAS NO UTILITY PAIN; TO PHYSICALLY LOCATE IN THE FIELD. 50 LINES ^•� '...^..`c.>mm D 211\ \ - \ \+ \\\ ARE APPROXIMATE. \\\\ ��_.�__'_ rte_ � �� ` `` ` 1 \� • w of 1. pAMEKR ~.�-�'' �f \ 12' CONC. �Pf EDGE OF �i 1 f"� I T �. \\`\\\\\ \ \ �'��// !-�i \ I { ) OKpIl01l rOV OR CONIFER 1C1 .183.57 \-��ASPHAL R.O W. UNE TQ P 0 NOT.� LE.GF.�1 Q� r \\\\\\t\ 1 \ IE 0' CM 'ETE t I 4FT. 016. POST FOR 8ILL60ARD - TELEPHONE RISER / \ \\\\ \ V 1 9a \ PIPE IE- 181.40 \ v ( Y i TELEPHONE RISERR 161.23' CA - GAS METER 12" CONCRETE PE , I.E. NOT S j WATER METER rjy IE-183.21 FOUND L - 117.39' - GAS VALVE 1 \A\\` \ r .1 \ \\ \ •\, �A C►. . 5 2204'48 A AUTO SPRINKLER E - 114.01' WATER CONTROL VALVE /V MONITORING WELL X " '�.� _ \, - T - STORM LOCATES PAINT ` IE 8" CONCRETE UNDER GROUND POWER VAULT PIPE IE- 100.04 POWER VAULT GAS VALVE - M \ � 2 ,,i STORM LOCATES PAINT f J"1 T --� \ \ \ ` /,- IE 8' CONCRETE l ` 180 �� PIPE IE- 180.63' SPRINKLER IRRIGATION VA!.VE \\\`\\\1 UNDERGROUND POWER LINE CURB INLLET: - - SAN SANITARY SEWER UNE \ \\\ RIM EL - 180,22' \\\\\` , , J __ 1 `�+ I• .r IE. IN NW - 177 29' (10• CONC) `,TM - STORM SEWER UNE \\\\\ \ \ \ w [ END \ t 7.BS ACRES- '�� - �_ I.E. OUT S - 177 17' (10' CONC) 111\\\\ HORSESHOE i `� PITS .`,' • SN 2FT OIA COVERS-0 CURB TELEVISION CABLE \\\\\ 1,\ ♦• ._ sM 2rT aA 9 '� \ END GTE MANHOLE • 6AT TELEMS40N CABLE \ \\ IM \`I 1 \ C�\ ] `. PICNIC AREA ���- "� \ RIM- 180.01 � 1 \\\A \ y ~1 \ a CATCH BAASIM (OIL TRAP): _� - - RAILROAD TRACKS \\\\\\\\ \\ \ / Cl1AR0 c a '� \ a POSTS CONZREiL PADS `-►Q r / RIM EL \ W`' \ \ I C � _ _ _ I ,1 - WATER VALVE c oOM- 174.26 _ 14 CATCH POST �� GOL-TRAPS~ o TM 0 0 I - \\\\\ `• RIM- 173.87 -� 175 � DRIVEWAY CA1CH BA51N ("� 2 1;2' PVC PIPE -`, - ~`` S' CONC. RIPE I EXIST ATES \ Ll 172.17 OIL-TRAP OLLER GATES ( - STORM MANHOLE Ilk _ r"- \-� - IM- 173 OB GUARD WATER IE N w 177. 9' I \ fes' --•-_ dl-TRAP ANDkAIL RIMS T7S.27 POSCONTROL VALVE D S - 176.4 GATE POST (^� - SANITARY MANHOLE (UNLESS .' TS - �. RIM- 171.80 _-� , °i _-- NOTED OTHERWISE) \\\\\\\\ \ aI-TRAP > _1' _ • -A WA v II At-_. ° NTRY KEYPAD \ \\\\ -\\\12' PV PIPE RIM- 170 64 �n �' " n ° _ IF- 18 66 I'�]� -` 0, � (4 � 2 04 •\ �� AUTO SPRINKLER \ `\\\\ I ' RIM- 2.21 / / % �• • • \� tp City a# Tigard 7 � % � v -�� - FIRE HYDRANOT CONCRETE P I POWER VAULT \\\ .1 a�D a 2 "p �I ® r 2 4--,�; - STREET LIGHT P�,a�, Review for RI 170 `rix IA + . + ; at - WATER METER Building iie \ \\ \ 1 \�\�: \ rR o o • I ! RETAI NG I 1 D385 SW CASCADE BLVD W�LL / - SPRINKLER CONTROL VALVE •te " � \\\\\\ \ � � \\.,,� // � Q •I { { /� / ; - SANUAREER NIES_DOCK? _ DECIDUOUS TREE �23Y D o•e RIM- 170 84 OIL - • 1 I SANITARY MH #1: CONIFEROUS TREE. \\\\\\\ I \ RIM- 170.57 1 - - \\\ \ + 1 RIM- 187.17 I Z V 0 02 IN NW- 178,86 (8* CONC.) L \\ •{ " OUT SE- 176.68 (8 CONC.) v `\\� I. / \ I - MISC. SHRUBS \\\ \ / I . ; . �r er \\ \ a � t " -) SANITARY MH 02: � U.: YT A RIM- 185.76 SIGN 'W1 hellis, Inc. WAR.R IN NE- 180.88 (11' CONC.) r \ IN NW- 173.76 6• CONC. X - FENCE LINE E N O I I(i [ t R ! c \\ ,,,� \ �� sN N rN POOLING BRIE POST ( ) --�E"J'� ' I• .. .' '• r� IN NE- 169.62 (1Y CONC.) ...• ,. 4 \\\\ \\( FLOW \ \ •• / UNDERGROUND rw EmsT. DRIVEWAY _ \ \ I.E. NOT OUT SE- 189.73 (12' CONC.) -Q- - UTILITY POLE ':nn tw ►wcApw AvlNui, Sur[ SAO, roRrwil,.lil1 M7'901 l 17p \ I � -� n1Q FOUND '\ % R011ER DATES - •os �. 3, rAx t�S) lrY1•+111 °•• `iiv+ * DIA GUY ANCHLx N RIM- 170.35 ® ' =�Z' LQ , l\ _.-• I / CATCH BASIN (dl TRAP): 3 SANITARY MH /J: - \ a ISH E ENo % 2r, I RIM EL - 172.76' RIM- 16,.35 O GATE POST \� �.A�" � •�• S_ (6 Nn TOP OF IN NW- 1F8.23 (12" CONC) GATE POST OUT 5Ul1TN- 188.20 (12' CONC.) - (`) HANDRAIL Pus• Sr r u�URIEO PIPE ' CONCRETE PAD 4w itT DIA ,el � � N C �I CATCH BASIN: \ 0 03 , r RIM EL 111.36' -? 0 oe /' 4 ) SANITARY MH #4: .F�:7 \\\\ \ \\ \ LE. INN - 169.53' (10" CONC) / i t RIM- 176.23 o' / I.E. OUT S - 169.34' (,0 CONC) i �/ EXISTING BUILDING +a \\\\ \ I \ STANDARD CURB �1ANOARD, IN NORTH- 167.32 (12' CONC.) STORAGE I �� CARP. �.�.. _` 4 D os/ WOOD WAIL ( ) / OUT SOUTH- 187.32 t2" CONC. CASCADE� \\\C\\\\\\\ BLDG. 't \\\\\\\`\\\\\\ \\\\\ ✓r•/'.�'�'a�_'/ l �„�F ,� ^, (I -- . _\ %' /�� �--�`J'. / �!+" {I !' � SANITARY.MH 05:� � _-- ---- - I D$ oULEVAR \\ \ RIM- 167.38 IN NORTH- 159.20 (12• CONC) - - r _ C EXISTING A/C PAVEMENT CENTER. . o ot I r r• 6• DIA. LINE OUT SOUTH- 159 11 ri2" CONC.) 03 _ T APPROXIMATE LOCATION SANITARY MH /6:rF -_-�----�-- \ 5 88'4 .56" W M4.85' - x 2 w \ \ \ RIM- 164.88 N IN NORTH- 157.23 12" CONC) 1Av I . ° a EXTRUDED CURB i" In I � ,eI ( •' EXISTING CONCRETE \\ / 6 sr 170 -�` \�`_ .�- �''~ 170E OUT SOUTHEAST- 157.15 (12" CONC) k 12 DVC PIPE \ �• e \ \\\E- 165.50' \ \ ENT) .y " CtANDARO FAO./ECT me 94003 (MCM-04) O STANDARDBEGIN EX EN , \ CURB TRUDFQ CURB AREA DRAIN �� T, \\ �`� vA.E NO MCM04-•C4.0WO• S 71'17'OU• W RIM - 188.82' \, I ' ; DA rE FEBRUARY 21. 19" \\\ \ \ . 1 13.60' CATCH BASIN (OIL NO86003215 L TRAP) LE. IN W 164.J4' (10" CONC) `` �� aEv,srow� DArc atscAr>'xXv. / \`\\\ RIM EL. - 168.54' I.E. IN N - 164.52' (10" CONC) e�( EXISTING GRAVEL SURFACE \ \\\ row I.E. IN NE - 167..34' (4" CPP) I.E. IN E - ,87.JT (10" CONC) ROW 111,11' \\\ } It. .N E - 167.27' (6" CPP) - LE. OUT S - 184.29'_(12 CONC) O 1"£: 7T"311�� Ar r PREPARED BY R,O.W, LINE � i `\ z p G k L LAND SURVEYING, INC. - -' 8118 S.W. NIMBUS AVE. • • + I I N ,2' DIA. LINE - - I '�/ ♦ • • EXISTING LANDSCAPING BE!VERTON, ORE"ON 87005 + + • • Gn � PHONE: 641-0308 FIR a.Ee, rrLa R67aJOB #1371M C' P. CATCH BASN: 11 t r soolh or n•evaus Survey 12-14-95. SITE SURVEY /// RIM EL - 166.15' od,�P1 .-Int ine sg IndFteg412-15-95, AND 1 a \ I.E. IN N - 164.30' (10" CONC) OR,G I LE, IN E - 164,25' (8" CONC) DEMOLITION FLAN h C]r- �or " I.L. OtrT 5 - 184.15' (10' CONC) 19 NA 8 _L_•�y� lip CATCH 9ASIN (OIL TRAP): Fxp 10487 SW Cascade Blvd PLM 98-0033 BLIP 98-Or 96 17 of 41 MEC 9A 0033 IF THIS NOTICE APPEARS CLEARER TJAN THE OCT 51998 DOCUMF,NT,THE DOCUMENT IS OF MARf5INAL QUALITY. MICROFILMED ISI{I�I{ISI{ ISI{I�I�I{I{I I{!{I{I�I{I{IIT{i{I{i�l{I{I I{I{I{III{i{I I gT{>ll {I I{I{I{i�f{i{f, ill{fjl�l{iil I{I�ijl�I�I{f{ I�1{I�I{I{I) (ISI{i{��Ijil IlEolt wea w a 9! n�lnn uulnn n�ihiu nuhn�unlfnt ftinlun nnlnn nnln�t i�uhn�inlnii nnlnnhmlrm nnlnu nidnilhn�hTn nnbn►unlnn uutiri,luitit►n sinlnn Tuijr+i ff�{gni(+�min�iiiln4 (nli dNn niln �ndnu n��lu nl�h •��:,,._. .. ._ _.. . ... .��_.��. •�-.�,,,.�-_��.�,� _� . ,.�,�►,�,,,,�...;�,_.,�,. ..,.,, _ ..�_�..�_.__._..._ -- - - �rt»,IMrIrWllrrreMrrl. w 8' •y i Y• ya'� 7: _ , . 7R'e .+�•r',,r f .. .. .. ,- .- .. ., .. w ,x '"C'T,• ..>f .1s .4"•, ... w ,.1 .: , •.!trG.rt.1 l' `iii. .r "'� ��"'�'' r rvrk .r. ,. ` ' 1'. f, '. :t ,:. .. pp gg �~ 1N t 1;,� A�� )r•.r ( A" 'I +i�'. t "t [.�', a ,r,•s' f� 1 �v'r . 1` a 'r1` ..v' N ,, 1.: .:.4 - ;,� ♦��••, � •[� k '� 1 a �a Y. 'r � [ • Y�9' art ..- s ' a, • k x 11. ^.- �: 1 w .z ,rr•r IrJr r � r '•i. , y ,w ,,X�,., �+q.. t #`T ePi` I rh '• ��,W,�,Z�'r�. 4 Sf- ' _ ^4 +' v r � ',Y.,�ii'�r;�?. � '` �`�4' y�,M 4 ��M 1 •`•�t ff`�'b/'�"'"�t^;� ' » ;,�{ :,x.,��T�; .sed �. �'`• v � � a ` i- a + �,,��� t ,, ryy'• tp•• i r�dCg���'#f �'HM^4h < � r,• 1. h,�#.;'J �'_': .:��1. �r_°'R'^",).Yy"�. kyr '±'.'� � ,• ,F 'i 1 r ,CONS TRUC TION NO TES. Ij O6 OVERLAY EXISTING A C PAVING AS SHOWN SEE SEC"ION ON SHffT 3 IS BEHOVE PRIVATE BUSINESS SIGNS WITHIN RIGNI-OF-WAY IIYP/ ?3 INSTALL 6" PLUG. IT = 164 <S OSAWCUI EXIST A.0 PAV!NG AT ALL CONNECTIONS AND TRANSITIONS AS SHOWN O CONSTRUCT WHEELCHAIP RAMP PER CITY STD NO WC-RAMPDWG 16 REMOVE CXISrING FENCES WITHIN RIGHT-OF-WAY AS OIRECIEO ?4 EAP NEW 6" SANITARY SERVICE LINE INTO EXIST lE NFW 6" = 169?I l.f. EXIST. 11" = 1699030 7l""" SANITARY MAIN fl'-0" MIN FROM EDGE OF PAVING) 01 CONSTRUCT PRIVATE ROAD ENTRANCE PER CITY STD N-0 PRVI-fNTOWG U AC WIDENING W/ full DEPTH SECTION SEE SECTION ON SHFE/ 3 /7 TRANSITION NEW CURB, GUTTER AND SIDEWALK INTO EXISTING AS SHOWN INSTALL 31 L F 6" SANITARY SERVICE LIN[ SLOPE = 00050 G3 CONSTRUCT RAISED CONCRETE ISLAND SEE SfCI"1N ON SHEET 3 PAINT STRIPING � CONSTRUCT CONCRETE SIDEWALK PER CITY STD. NO CONC-`'WDWG 18 REMOVE EXIST 10" CONC PIPE I.'OtATlONS WEST AND NORTH Of CATCH BASIN) ?S INSTALL 8" PLUG l.f = 169.64. SFE PROPOSED DEVELOPMENT PER CITY R E SFRP-L T E I SL UrairY PLAN FOR FUTURE SANITARY SERVICE LINE EXTENSION O 10 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STD NO CURB-GUTDWG 19 REMOVE EXIST NREA DRAIN INSTALL OVERS!IED CATCH BASIN PER USA SIO DWG I6 BLEND E" MIN OF 3/4"-0 CRUSHED ROCK INTO EXIST GRAVEL DRIVEWAY Qc NO 370 CONNECT EXIST 10" IE) AND 11" IS) CONC PIPES TO BASIN OEXIST UTILITY POLf TO Of RELOCATED /BY OIHfRS) COORDINATE WITh APPROPRIATE it ADIUSF RIM, COVER, OR FRAME TO FINISH GRADE TYPICAL FOR ALL ITEMS LOCATED GOITER fl = 17004 IE 1N = 16737 (EXIST 10", f) if OUT = 16419 !EXIST 1?", S/ UTILITY WITHIN THE NEWAC PAVING ANO OVERLAY ARfA.S ?1 TWO-WAY LEFT TURN STRIPE PER CITY SID NO S1RP-LE6.OW6 20 LAUTIONi PRO IECI EXIST GAS LINE LOCATE PRIOR TO DIGGING \ t OS RENO VE ANO REL OCA If OR REPLACE EXIST VAULI ANO FDC FOC'S 10 Of ON-SITE REMOVE 11 EXIST TELEPHONE PEOESTAI fD Of REI OCA IED (8Y OTHERS) COOROINAIf WI III 18 INS TAIL IIS I F1FD CATCH BASIN PER USA STD DWG NO 370 J EXIST WA TER Mf TER, GOUOLf Of TEC TOR CHECK, AND 8" iINE FROM VA UL T TO MAIN /N STREE I �� APPROPRIA If UTILITY INSTALL 11 S l f 10" STORM S = 3 10", Lw INSTALL NfW 8" GATE' VAI VE Al EXISTING TEE CONNECTION 10 MAIN INS/ALL 71 l f 11 REMOVE EXIST DRIVEWAY AND CROSS CULVERT AS REQUIRED AND DIRECTED TYPE Of GUTTER fl 18 113 lE OUT 116.43 10", /W/ � 8" DI WATERLINP E ACE 4 - 1•' METERS W/ i 1/1" SINGLE SERVICE LINES PLACE I - 1 1/2" ORiVEWAY SHOWN ON PLAN 13 , l9 INS/All OVERS/IED CA TCN BASIN PEA USA 510 DWG NO 370 z "J � MITER FUR IRRIGA TICN W/ I" SINGLE SERVICE LINE SINGLE SERVICE LINE INS TA L L A TION RfMOVf EXIST TREES LOCATED WITHIN RIGHT-Of-WAY (1YP1 O ?. TAP NEW 6" SANITARY SERVICE ONE INTO EXIST T 11" SANITARY MAIN GUTTER ft IBS 14 if OUT 1801443 10 ISfI 1? t PER TVWD STD DETAIL NO 7 SEE PROPOSED DEVELOPMENT UTILITY PLAN FOR FUTURE /4 1E NEW 6" = 16351 lE EXIST " = 16316 ", WATER1/Nf EXTENSION AND !OCA TION OF NEW VA U4/ W/ DOUBLE OE TEC TOR CHECK END CURB, GUTTER, AND ENTRANCE CONSTkUtIION SEf ARCHIIECIURAI SITE PLAN FOR PROPOSED DEVELOPMENT BY OTHERS INSTALL 47 L f 6" SANITARY SERVICE LINE SLOPE _ 00100 d Q Q DOUBLE DE FEC TOR CHECK SHALL Of 6" PER TVWD DETAIL NO "OCDA", I W1 rHOUT FOCIMM r� "V { ------- --- fi �V ` t l ---- _F_ F E . � � y`� j E• r `� , Z I14 NI. P POSfO Of F 1 F E .Z • (• t F \ 18Y 0 JNFRSI - - - - - v •• --" SEE ARGIL\CTURAL SlrE PLAN I 1 X11• •• •• -��'� � Q • __---_�-- .__-.---- -- PROPOSED C1�8- STA I. ! I �' SrA 5.1757 SFA 1. 1 I ?100' L T 1 ' i 100'72T 18 ) OFFSET 11. Il1?' PROPOSED � I 1 SAWCUI AND CONNECT TO EXISTING J II { I I?' " �� i� PYLON SIGN ' ;1f R, AND SIDEWALK it . _ - - , 73 �\ PROPOSED BUILDING j ! BfGiW HAIf-STREET WIDENING NO ` ) II ? 14 CI1RB, GU A C 0VERI.AY ISFE SECTIONS SHI f T 3) NfW RIGHT-Of-WAY II _ _ P I IA 0.66 98 P T STA 0.47 02o It j 11 f, ii OFF. 1101 L 1 Off Sff it 99 R ` �a ( \ 11 �• P TA I .7 . 8 v .• L1' - - --- - 71 �\ 1 OFFSE r 1100 I I 15 11 4 I ` 48• PC STA 1.9618 7 1 I -14 . , •• I� re ► , l0 9 rs l - ---- � .� - - �_ LMssti` rtot t_ __ _ -- ---- - - 1 1/1" t•• �, a �, -' t� ;.. ', • _ _ - - �- Lw OWN U LQ GAS�.- `• •-.� . ' • • • • • • • • • •� • - • • • • • • `- �. ► `.. • .r • • • • .•r • +T( ) • • • • • • • `,` --'a „fes A Ill V7 CONSTRUCTION CENf£RLIN£ - _ \�••- ! 1"i I �n..a�.�rs s-�ar�-'s_..�••.�na. ��• }- s_ ._--_---_.- - __ - O - �. y r �� - r . - -- o-.. .�,- - - _ - - �.�- - ._ � -- - - - - -- - - - -- - n �- CASCADE BL VD. v �` QI -f N TAPER PAVEMENT STRIPING I) D o ^, �� 4 v S M.N. SrA: S 1)51 s --_ '50'MIN --� -__TEL`-_ ---11- - �'� TEL ---- -- �, _ TEL - - . " T L L ---�J6 ie L r- l, t4 i WAT WAT EXI DRLf�AY w IS/ O�Yf / �--�-X - "- t - i STA to 3.114 SURE RE!'URN LOAN I2 � As t7 0-1 •I 90'03'17" R 15 00' R IS 00' L 9915' 1 = 3919' 18 15'37" 18',5'31 I M ' �- cQ � 6 j tied 3 R SO 75• R SO 75' P f STA ?•9618 GUI TER ft = 174 85 P C STA 3.70 28 GUTTER EL 176 89 L ,: 15 03' L = 25 03' TA 30 C I (A SCA E t VO 1/4 ,Cl GUT i ER ft • 175 10 1/4 A GUI'FR IL = 176 80 D A 1/?A GUT rfR fl = /7S 4 9 ./I O GUT. R ft = 176 SS PC SrA 3.7107 GUTTER EL 17730 P C S►A 3.70 6< GUT TER EL = 177 30 R . 151.44'73" • 0 L SOUTH NRA 3/4A GUTTER ft = 11600 3/4& GUTTER ft = 17630 1/1 Aour IfR Fl s 17770 f/10�11!TER ft = 17760 L, R = 015' SCALE: 1~ + �o� P r STA 0.46 98 GUTf£R ELEV = 17S74 PSrA 0.4701 GUTTER ELfV 17574 P r SrA 3.94 76 GUTTER ELEV = 17793 P 1 5r 3.94 33 GUI TCR ft IV - 17788 L = 199' U a tr � City of Tigard tA I I ` W Phan. Rqu w alu, for u � I u r 1 q o �. cm tA ij3 CZ:1 & Site a r1 a 9961c T N -YV,w�.�IMI/ hLn a I q b ,rZ w I w I EXIST GRADE ►, ` Wtoo Ar CENTERLINE _ _ '' � er i a - o P - -- 351 L 8 1 76% STORM a U %4jN ighellis, enc.' 00115 Ljj a _ 5 - Z � [ N Q I N [ !! - - I FINISH GRA D4 `� ' (50,A)) 121-,,31 -.R ('303) 20-1r?1 Ny 5100 SW WAD M 44XVC. SUITE .'4511 PQWLOCL w77Q1 AT GUTTfRI E �- > i 19 7' L T LNHOLE _ - - - ORM _.� __- PROPDSEO VATERL/NE-CR SING - �--��- 1• �.- - w F. 1.1' S i VERIFY CO NfCTION afwlm RIM ELEV . 181.53 _ -- _---- j TO MAIN P /OR TO CONS TRUC ION INV ELEV /N . 17 .20, 11•,(NW) i 9V 1 �+ e1 INV ELEV /N • 17 .40, 10•,(Wl I S 0 07 !NV E,FV QUr - ,'Y 00, 11",(5) °C oar]Err i r - o uj CASCADE �---- S TA 1#3374, 205' Lr 0 VERSIZE6 CATCH BASIN _ 6" S Nl rAR) :Wfl? CROSSING CA SCA DE 8L VD. C U T TERL IN6 PROFILE BOULEVARD .. - STA ,.10, 1100' ,.J If 1 392 - SCALE ,'. _ ?O' fNORILI � CENTER RIM ft IV 170 04 I , INV ELEV 'IN _ 164 40, f1;;; i" = S' (VERT! - _. INV ELEV )IRI - 16731, 10", EXIST -_ - - INV hF,V OU/ - 16419, 11",(S) EXIST --_ ^- t10i0 - 3.00 <+00 S*00 .00 1.00 W rwo4Fcr Nc 94003 (MCM-04) WCE rro MC1404-Ca.o" oA rr , FTP IIUMtY 22. 1 RRS ' I yl I .S - i�� INFMr irrLF • .. - •I CASCADE BLVD, STREET IMPROVEMENTS s"wr No C V s 0,181 SW Cesr_ade E1Ivd PLM 96-0033 - �. r,• $ d11P 95.0046 IQ of 41 n , 11FC 9x.0053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALtTv, (MICROFILMED r n10u wtet M aM Inlnn nl!hln mlhm Imhnl unh�n 11111111161116111 nnl,�nhmhm rnblmnnhm nnhm nnh�u�nnlnn nnhm n,lllm�nnhumur ,l�Indnn 11�{n+►N�ihn Imin n1 ih aiinn nllun Hnln�►ullinn ul�h � .r -. ,,..,., .;, -.- ,._..-.R,'.. ,,..+....„ ,....-....,�..,m..o.r n:.,,.,.,...:,:.,...•,.,•.m- _ ., ..... .. +.�rv+-,�r,.;gp•.rn.,.,-.tea,-R*,+,r-..r.... ,.....�.,+u-�.,�:...+.wr+wm•.�e..a..nmm� �n^ar.+,*...�... .,,inr..,.,tee•.-..n...�w ., .. .. - ,. �. _ .. ... �E' E+ t i i i CQ/1ST RUCTION NOT S: Q OVERLAY fX:TTING A C PAVING AS SHOWN SEE SECTION ON SHEET 3 ��, 15 REMOVE PRIVATE BUSINESS SIGNS WITHIN RIGHT-Of-WAY ITYP.I. 23 INS TALC 6" PL CG if = 1644S 01 SAWCUT EXIST A( PAVING A T ALL CONNECTIONS AND TRANSITIONS AS SHOWN Oj CONSTRUCT WHEELCHAIR RAMP PER CITY STD NO WC-RAMPOWG 16 REMOVE EXISTING FENCES WITHIN RIGHT-OF-WAY AS DIRECTED 14 TAP EW 6" SANITARY SERVICE !T INTO EXIST 11" SANITARY MAIN _ (1'-0" MIN FROM EDGE OF PAVING/ r If NfW 6" = 6" If EXIST IE I 16903. v - TDWG 6, AC WIDENING W/ FULL DEPIH SECTION SEE SECTION ON SHEfT 3 I � 17 TRANSITION NEW CURB, GUTTER AND SIDEWALK INTO EXISTING AS SHOWN INSTALL 32 C f 6" SANITARY SERVICE LINE SLOPE = OOOSO. ? CONSTRf CT PRIVATE ROAD ENTRANCE PER CITY STU NO • RVT fN l__- O CONSTRUCT CONCRETE SIDEWALK PER CITY STO NO CONC-SWDWG f8 REMOVE EXIST f0" CONC PIPE /LOCATIONS Wf51 AND NORTH OF CATCH BASIN/ ?5 INSTALL LPI UG if = 16ANI SEE PROPOSED OEVELOPMENf N. (� CONSTRUCT RAISED CONCRETE ISLAND SEE SECTION ON SHEFT 3 PAINT STRIPING09 UTILITY PLAN FOR FUTURE SANITARY SERVICE LINE EXTENSION. ^ ofR CITY STD NO St,4P-L[CDWGCONSTRUCT CONCRETE CURB AND GUTTER PER CITY STD NO CURB-GUTDWG 19 REMOVE EXIST AREA DRAIN 64STALL OVERSIZED CATCH BASIN PER USA STD. DWG 16 BLEND 6" MIN OF 3/4"-0 CRUSHED ROCK INTO EXIST GRAVEL DRIVEWAY T V O10 NO 370 CONNECT EXIST 10" (E) AND 12" ISI CONC PIPES TO BASIN { a EXIST UT/l/1Y POLE TO CC RELOCATED fOY OTIIFRSI CODRDL4ATf WITH APPROPRIATE 11 ADJUST RIM, COVER, OR FRA Mf TO FINISH GRADE TYP/CAL EOR ALL ITEMS LOGITfO GUTTER El. = 170.04 It IN = 16737 (EXIST 10", EI LE OUT = 164.29 (EXIST 12", SI 27 TWO-WAY LEFT TURN STRIPE PER CITY STD NO STRP-LfGDWG # UIILII Y WITHIN THE NEW A C PAVING AND OVERLAY AREAS ?0 CAUTION! PROTECT EXIST GAS LINE LGCATE PRIOR TO DIGGING. ?8 INSTALL OVERSIZED CATCH BASIN PER USA STD DWG NO 370 O REMOVE ANO REL OCATf OR REPLACE EXIST VAUL T AND FOC FDC'S TO Of ON-SITE REMOVE 11 fYl:T TELEPHONE PEDESTAL TO BE RELOCATED JBY OTNEF SI CO9RD/NATE WITH O EXIST WATER METER, DOUBLE Oflf(TOR CHECK, ANG 8" LINE FROM VAL•LT TO MAIN IN STREET ?f REMOVE EXIST DRIVEWAY AND CROSS CULVERT •'S REQUIRED AND DIRECTED. TYPE OF INSTALL tlS L.f 10" STORM f = 0.0100 LAj Z " r T DETECTOR G CK, CONNECTION TO NAIN INS d? l f APPROPRIATE UTitITY GUTTER f1 !81?3 LE ONT 116.43 10 /WI INSTALL NEW 8 SATE VAI VEA f DRIVEWAY SHOWN ON PLAN. y 8" O1 WATERLINE PLACE 4 - I•' ,METERS' W/ 1 1/2" SINGLE SERVICE LINES PL ACF 1 - 1 1/2" 13 REMOVE EXIST TREES LOCATED WITHIN RIGHT-OF-WAY iTYP1 SERVICE LINE INTO EXIST 12" SANITARY MAIN 19 INSTALL OVERS/ZED CATCH BASIN PER USA STD DWG NO 370. � � O ?? TAP NEW 6" SANITARY S.RV r ' � 4f TER FOR IRRIGATION W/ 2" SINGLE SERVICE LINE SINGLE SERVICE LINE INSTALLATION If. NEW 6" = 16351 If FX/ST 11" = 1632E FiUIiER fl = 18574 /E O�LT 801443 10'; 1. El PER TVWD STD DETAIL NO 7 Sff PROPOSED DEVELOPMENT UTILITY PLAN FOR FUTURE m END CURB, GLITTER, AND FNTRANCC CONSTRUCTION SfE ARCHITECTURAL SITE PLAN WATERLINE EXTENSION AND LOCATION OF NEW VAULT W/ DOUALE DETECTOR CHECK FOR PROPOSED DEVELOPMENT BY OTHERS INSTALL 47 L f 6" SANITARY SERVICE LINE SLOPE = 00100 QC � /Q� Q DOUBLE DfifCTOR CHECK SHALL Of 8'' PER TVWD DETAIL NO "DCDA", (WITHOUT FOCI cS I rI /, l, , � - _f •/ c L? : -- - - CUR9 RETURN D,4 TA Ix S L PROPOSED DEVELOPMENT (BY OlMfR51 / �\ ,` � / ---� A =• 108'31'02" SEE ARCHITECTURAL SITE PIAN = � Q A 71 ?1'58" L7 - 6 R = 1S 00' 7 R _ 25.00 L 3115 L - 4739' l , /. �..J J�� PL STA. 8.0836 GUTTER EL = ?IS/4 P.0 STA 8.86.45 GUTTER EL = 185 75 1/4 A GUT TER EL = 185 80 1/S A GUTTER EL = 185 .36 t I/2 A GUT TER Et = 185 38 1/7 A GUT TER fl = IIS 84 � ♦' �/ 16 / V� 3/4 A GUT TER ft = )8S 6S 3/4 A GUTTER EL. -- 185.30 PA SFA 0:60 03 / ' 4 29 P.T STA. o0.3649 GUTTER ECFV = 18585 P T STA 0.60.03 GUTTER EL = 184 05 '�a cd• �> PROPOSED CfIRB _ �� x ------ - --- 14 ��� l � �r 1 _ PT ATC . �_' . > . 0 i c - P T�lA 0.36 4 9 ` A 0.4157 rF(S£T 12 00 I lA 10.09 94 '1• A c l ____ �,n Q OFFSET 11 bo L + ' ` i , EN0 CORA, GUTT R, AND S10EWA1K / 0.'FSET 1590 L >T ?0 , c �' t 13 ,'t �-BEGIN A C TAPE . �1 C� 11 f,4, b 10 1S !F o 'D PC STA 8.0836 n T �._.`I /7\ 7 7 _�� ENO A.0 TAPER NEW RIGHT-Of-WAY o OFFS[I ??DOL - ` ^ f��-, MATCH EXISTING PAVEMENT 16 U) lu _ - •- - �--+ LAJ PC. AT Cl '. 0 - �' •� _ TA 0.1E 8 -. Q r - - � - -»'s. -_ - - - - - � _.�.., � •-�--•�-.2•---_•-�-+''-•--r---' +--.�_:�a-�....-,-�� '� r, • to tAj - - - - Lw r'' __ cb _► - - - - - - �_w' -1 - - _ 'cam- - _ _ = - r` ``�'`� P Z -� "PII AT -- WA T *` v `' � _- --- 'N�T �- - -__ _ -- -- --- - -- - - _ _-_ ___ __ - -- .__ __ S --- -- - `- � a - Exp'; -- - -�_ _ >;"' qp -- - ------ - CONSTRUCTION CENTFRLINE - '' a f ��� TAPER PAVEMENT STRIPING '- N ^---._. _.�__- O CENTER[N� --�.._ { k 150' MIN SAN S 51.39'40" W A'� STA d•85 00 11 T STA 10#09.94 TA 8-8704 MATCH EXIST C L 17 14 7 CL ANGLE POINT rte' J SlA 8.4217 CC CASCADE BOULEVARD = S 0.0 L N N f SCALE: 1" A 20' Ct H City of Tigard Y z W M r � • LA ewf0c' d1ding ' • 1 i 100. V. � ---�----- r�-- PVI ST _ 6.50 W Sh17! Ln e 1, PVI FLf - 183.56 I ,� I ,., co Q N AD I -0 70 ^ n LL., t u i PBbi �► � l o s4 Cb C,jft - �' u - - b a - o _ - -c Ln,cn 1 Lw y V� U U VI x`/14 i I I CL Lw 1Aj ab W fX15 GRADE A T N 1'ERC INE' - - - -- - -- ----- - ---- - - --i-- - -- - -__. - - - --- LA l0ofi rp e r t► W I Y • 1ghe1 is, Ince 170% (NISH GRADE I -- -- - -- ---------- - ---- _ 1�� T GUTT£RDE z N O II N t t N i __ -- 5200',V WCADAM AVFWA., �t SDO. PrATtAMO. OR 117201 _.�--- j - ---- '--- --------- -_._.._.._--- -._... ( 3) 72t-1131 FAX ( ) 221-„9L 352 L 11" STORM ----- -_ ' so soy _. S 0 115 OVERSIZE CATCH BASIN STA 8.8 .04, 2i.00' L T. "' - -- �- . . - -- -- ---- -- AIA F c - ---- -- ------_-- -'--- -- INV ELf'1 OUT 184 24, 12 ,(SE) rz z PROJEc r � I W • N p CASCADE STA, 1.3 24, 215' L T BOULEVARD 6" SANE RY SEWER CROSSING CASCA DIL L L/©• UT TER /N PROFILE IE 1693! SCALE 1" = 0' fHOR11l + CENTER � 1" 15, IVCR11 � o ---1 -- ---- -- - ---_ . _ - - - _. 9.oc ---- -_ ---- - 10,00 o= - - -L - _ - -- - 840 Uh z 6.00 - - 7.00 Uh= � PROJECT NO. 0400.E (MGM-04) r,ig No MCMb4-G`�.ONKi OA TO, , F"RUARY 21. 111066 RE v,!ON! PATE OflCRIr TMJId CASCADE BLXP. STREET IMPROVEMINTi1 :. t . %X0 } � 'y sHttr Na P t "".'�; ,:• �,•.'. 1 fir.• � ?� y "6��, �` �. I" ,r+� 10487 SN Cascade 91vd PL M 96-0033 Bl1P 96-0096 19 0f/1 r~ - y1•:`rr 1. .Y14�''f?uslt,•,. ,F - MFC 96-0053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE nOCUMr NT IS OF MARGINAL QUALITY. MICROFILMED ijl�l�lll;;� Ill�l�l�l�l�l, I�I�I�I�I�lil I Pililil�l�I]I I I]!�i�l]I�lil t]1`ITjl(Tjl]I I lil�lil�li!]t lilitil�fil]I I]i1lil�l]►it tilii;l(iillli iil]1�1�1]I] f]lil]I�1]I]I� 5 intim m In�inlllui alw�ihn01�to Ilan Vele++i�nllm mllm+�+++t;in I�uhnt t+ninul++nitm Iluil�u m+iml Inline ul+l�+n 1+1+i+m u+d+mll1n41m��rlln+l IIIIm n+tNnl nnlm t►tlrtl n :Itr ry n+hnl unhm I°Linn+Iain n �i � . - { a _ � •_ _ N , , 1. 1 r i GENERAL NO TES: O WORK SMALL CONFORM TO THE 1990 STANDARD SPECIFICATIONS FOR PWLIC WORKS CONSTRUCTION Of EROSION CONTROLCr { THE QAE0001 CHAPTER OF fhf AMERICAN PUBLIC WORKS ASSOCIATION IAPWAL THE OREGON OfPAR/Mf-NT Of TRANSPORTATION STANDARD SPECIFICATIONS FOR WNWAY C(MisIRU(I/ON 10001 - 1991), THE TEMPORARY EROSION CONTROL vslwrw>awr[ APPLICABLE WASHINGTON COUNTY AND CITY OF TIGARD STANDARDS, THE UNIFORM BUILDING CODE IUSCI, Nt CODE (INTEL c UM Lsl AND THE LAwoRM PLUMB/ THE COA_lRUCTWN NOTES AND DETAILS SHOWN ON /HIS PIAN REELECT RECOMNENOfO PROCEDURLS .l; PER WASHINGTON COUNTY EROSION CVMIROL PLANS ` +� EXISTING TOPOGRAPHIC INFORMATION AAI^ UTILITIES OBTAINED FROM FIELD SURVEY PREPARED BY G i 1 TECHNICAL GUIDANCE BCOK, JANUARY 1/91, OR IIS SUCCESSOR F �J ` LAND .SURVEYING, MIC, SIM SW NMIBUS i f. BEAVERTON, OREGON, 97000, FH 1503/ 661-0308 lI IS THE INTENT Of THESE PLANS TO SHOW POSSIBLE APPLICArichS Of Rf(17MMiWD J 'j �aA& PROCEDURES /N THE EVENT THAT EROSION CONTROL IS NEEDED ALL RECOMMENDED 1 BENCHMARK ELEVATION - 194137 Fffl PROCEDURES ARE DEPENDENT ON CONSTRUCTION METHODS, S/AGNVG. SII[ LONDITIONS, TA HIO. POINT EIEV n iB�BS A STANDARD OREGON STATE HIGHWAY DIVISION RfFERENCf, MARKED "POS I" ON THE WEATHER, AND SCHEDULING THE PROCEDURES SHOWN ON THE PLANS ARE NOT INTEN0E0 TO HIGH PO/NT STA 0.3198 Q ctO BfAVERIOEN-TIGARO HIGHWAY IMGHWAY 117/, IS00 FEET NARTH OF GREENBERG ROAD. Of INCLUSIVE OF ALL IN[ PROTECTION REQUIR[O /N AN AREA A/ A PARTXULAR INSTANT a q O Cr 1000 FEET SOUTH Of SCHOLIS FERRY ROAD, It FEET bu, OF WEST EDGE Of PAVEMENT THEY SHOULD of USED AS A GI110EUNE OMLY �� a PVI STA = 0.41 PVI STA 0. ? CL OF N14NWAY 117, III)4 FEET EAST Of PGE POLE E690f "NI7", AND 1 FOOT EAST Of ? cc p - } OSMD RJrHT-Of-MAY POST .MARKED `POS/ )99.fb09" ALTERNATIVE METHODS OF EROSION CONTROL NAI' Bf USED If THEY ARE APPROV:D BY THE --_ by op p V/ Elf_V - 96,011 PVI ELfV = 1B 4O ENGINEER AND MEET THE SCS UNIVERSAL SOIL 1055 EQUATION CRITERIA ��QI O fX151/NG MONUMENTS, PROPERTY COI9NfR5, AND SURVEY MARKERS SHAH BE PROTf(IEO REPLACEMENT \tyr TOO i Q A.D. = IO OS A D = 3 OS Lw ` SHALL BE AT ilIE CONTRACTORS EXPENSE' THE CONTRACTOR /S RESPONSIBLE FOR CONTROL Of SEDIMENT TRANSPORT WITHIN PRORIf . oo O 10 K = 199 K 6 56 11.1 LIMITS DURING CONSTRUCTION /F AN INSTALLED EROSION LONT401 SYSTEM DOES NOT R I T �� 1 ~ O ADEQUATELY' CONTAIN Sf01MfNl ON SITE, THEN THE EROSION CON/ROI MEASURES NUS/ Of PR�IJE I 0. a ID OO' VC 2000' VC 1 fXCAVAFORTS) MUST COMPLY WITH ORS 7f754i THROUGH /57S7I, fXCAVAlOR(S/ SHALL NOTIFY ALL UIILIlY COMPANIES FOR UNE LOCATIONS 1l HOURS !MINI PCi/OR TO START Of WORK DAMAGE TO FI[(O ADJUSTED BY THE CONTRACTOR AS NECESSARY UTILITIES SHALL Of CORRECTED AT IME CONTRACTOR'S fXr'fNs[ 5! ' 4 1 _ - ---- ~ PERMANENT EROSION CONTROL �'�� W O `r' _ I CONTRACTOR SNAIL VERIFY LOCATION Of 4LL fXISIHNC UTILITIES PRIOR TO CONSTRUCTION TEMPORARY EROSION CONTROL METHODS MUST REMAIN AND Of MAINTAINED UNTIL PERMANENT pl + �_ Q 2 ~ v I BEFORE 1AHTIA/MIG ANY CONSTRUCTION At VIlr, THE CONTRACTOR SMALL CONTACT THE CITY'S PRIVATE EROSION CONTROL METHODS ARE IN PLACE AND CWRANONAL • U 4 in * z `^ w h 1+I DEVELOPMENT REVIEW ENGINEER, FBCNAf/ ANDERSON, (639-4171) TO ESTABLISH A PLACE, FINE. AND 1K f' a C.13 p 4, p 1 t DATE FOR A PRfCONSIRUCTION MEETING VEGETATION ON ALL EMBANKMENTS AND DISTURBED AREAS SHOULD Of RE-ESTABLISHED AS \ R '. � �k 1 1 1Vj , FITC CLM;IRACTOR SMALL NOTIFY THE Cur's INSPECTOR, AT 639-4171 TWfNIY-FOUR 174) HOURS PRIOR /0 SOON AS CONSTRUCTION IS COMPLETED �} U QL QL W ', 7 W `J 1 ANY STAGED INSPECTION AND AFTER COMPLEIINS WORK COVERED BY THE PERMIT ADDITIONAL INTERIM MEASURES WILL INCLUDE, AT A MINIMUM, INSTALLATION Of HAY BALE \ 190 ~- I,4 I y _ SEDIMENT CARRIERS OR SIO/ FENCES AS PER DETAIL SHOWN ON THE SHEET THESE MEASURES CONTRACTOR MUST COORDINATE ANY CHANGES WITH THE CITY CHANGES MUST BE APPROVED BY THE WILL Af INSTALLED ALONG ALL EXPOSED EMBANKMENT AND (UT SLOPES 10 PREVENT SEDIMENT > 2 a CITY /N ADVANCE Of WORK PERFORMANCE vt J W m 0. TRANSPORT _VICINITY M 4 P 1, A TEMPORARY HARD-SURFACE PA TCM KOLD MIX AC OR NOT MIX BASE PAVING) SNAIL Of PLACED ON /HE SPREADING Of MUD OR DEBRIS OR SFORAGE OF eA/ERIALS OR EQUIPMENT Of AMY KIND UPON ANY IRfAKM-S W)T,MN ROADWAYS AI THE ENO Of EACH DAYS WORK NO TRENCM, ON SITE OR OFF-SITE, NTS j SHALL Of Lff! AT ANY FINE IN AN UNSAFE CONDITION THE CONTRACTOR IS RESPONSIBLE FOR AND /S PUBLIC ROADWAY i! STRICTLY PROHIBITED Mf` RDtR I M SMALL Of CAUSE FOR ITOPP GE f WORK -- SABLE FOR HAZARDS OR DAMAGE RESULTING FROM IHf PROSECUTION OF TNf WORK OF THE ACCOMPLISH TTA CITY MAY A/ ANY FIMf ORDER IMMEDIATE CL[AN-UP AND STOPPAGE Of WORK _ I 10 ACCOMPLISH CLEAN-IJP ONE AS-BUIL I HYLAR ORA WING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION EFFECTIVE EROSION CONTROL IS REQUIRED EROSION CONTROL DEVICES MUST Pf INSTALLED AND AXI$T GR f T PR VIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY iMPROV[MfN/ WHICH MAY r ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK /O AT CENTS TNf - - - NADP Q fMf f MAINTAINED /H[ CITY MAY A/ AN IfMf U OE IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL of PROVIDED TO THE CITY BY A REGISTERED ACCOMPLISH EFFECTIVE EROSION CONTROL CIVIL fNGMIEER ALONG WITH AN ENGINEERS LERTIF/UNION OF INSTALLATION COMPLIANCE N i FINISH GRAPE FINISH GRADE i1 A SEWER SYSTEM AIR-)ESI /VHS/ IV TES! REPORT AND OHNE SET Ilf BLUELINE "AS-BUIL IS" OF TNf A 1 CENTf INE - IBC 0 HfRSI STORM:EWER SYSTEM SHALL At REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR IU feOl 111( _ - N JJ CONNfCTI4N OF ANY dUILDINGS l0 THE SEWER SYSTEM TRAFFIC CONTROL 'K ALL TRAFFIC CONTROL MEASURES SHALL CONFORM /O THE LAl(S1 EDITION Of THE MANUAL ON UNIFORM j j V1 4Ji TRAFFIC CONTROL CEV/CES, AS MU'NFIED BY THE OREGON DEPAITMEM! OF TRANSPORTATION I! EN TRA TO ROPOS D m y :IWSTRUCTION SIGNfAKi SHALL CO-ioRM TO APPLICABLE IRAFF,C CONTROL PLANS Of THE OREGON STATE HIGHWAY LIEPARTMENT S14MOARD ORAWING.S AND THE MANUAL ON UNIFORM TRAFFIC CONTROL I •^ S' V JRIES S' � I Of VELOPMfNT (BY OTHERS) r1 = � •I O[YKfS, IAWESS SPECIFICALLY APPROVED IN WRITING BY r* STATE, CITY AND ENGINEER i REFER TO AR /TECTURA( r� SAWCUI SEE SAWCUI E1� ILK CoNIRACIOR SHALL SUOMII A TRAFFIC CONTROL PLANTS/ Al THE PROJECT PRECONSTRUCIION AND A C PLAN AND A ( I S/Tf PLAN \1/ Mff.i�No COWFORMAIG TO INE VARIOUS WORK STAGES MIDKATED MI TME CONTRACTOR'S Df/AKfD REMOVAL I REMOVAL �^ PROJECT SCHEDULE Vr 0#00 .. I - -f�OO �-4AJ 0 ExIs TRAFFIC CONTROL DEVICES, fLAGP[RSONS, f1C, SHAH Of IN PLACE PRIOR TO INITIATION OF STRUCTURAL ,J CONSTRUCTION WORK AND SHALL Of EFFECTIVELY MAINTAINED M C OVERLAY jX I ?X STRUCTURAL SECTION Z TME city MfS[RYES THE RIGHT /O ADD 79 OR MODIFY TRAFFIC CoNTROL REQUIREMENTS AS MAY Of NORTH ENTRANCE — CEN TERLII'.E PROFILE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY - - , SCALE 1" 20' (rro1z) MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS IMf RESPONSIBILITY of THE CONTRACTOR THE WORK AREA AND APPROACH ROADS SMALL Of MAINTAINED /N A CLEAN CONDITION, FREE FROM 1" S` (VERT) EXISTING OBSTRUCTIONS AND HAZARDS STRUCTURAL SECTION ^ ASPHALT CONCRETE STREETS 1" CLASS 'C 1" CLASS "B" ASPHALT CONCRETt NA CLASS "B" i C"AS WI) IN THE APWA, �/4 fi i ASPHALTIC CON[R[Ff (A C) PA YEMENIS LI Of I CONCRETE CORA AND GUTTER ( v o�� 'L 3" OF 3/4" - 0" CRUSHED ROCK o 61 v, DIVISION J (SEE SPECIFICATIONS) SEE CITY STD CURB-GUTDWGI CD i?" Of 2" - 0" CRUSHED ROCK '= CRUSINfD ROCK SMALL of 3/4" IM/NUS! AND 1 1/1"TMINUS) AS DEFINED /N APWA,"WISION 7 TTY? BOTH SIDES) y. CONCRETE SIDEWALK �y� y (SG SPEOFKA IIONSI SEE CITY STD. CONE-SW.OWG rs COMPACTION smil BE AS rOLLOWS ( �9 SUBGRADE SHALL Of COMPACTED TO 9SX RELATIVE DENSITY I 3y ASPHALT CONCRETE SHALL Of COMPACTED TO Fix RELATIVE DENSITY HI POINT ELFV r 11 23 CRUSHED ROCK SNAIL Of COMPACTED TO 951 RELATIVE DENSITY RAISED CONCRETE ISLAND—SEC TION „ tlGlf. POINT STA 0+3 .96 -- STORM DRAINAGE ` ___ PVI STA 0.42 PVI STA = 1 62 NTS 2 • VI fiEV = 176 40� PVI_ f1. - __ 1 __ _ _ _ ___ _ STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE SMOOTH/NY£R/OR, HIGH DENSITY POLYETHYLENE 19D 0. Cq ~ CORRUGATED PIPE, EOUIVALfNI TO ADS PRODUCT MAN[ N1717M) ti C I A D -4 SO A D. = f0 S �. W W Z W � ^ <I o �' K : 148 Ks 1.90 � � �. ti STORK i[WfR PIPE SHALL NAY[ 3 FEET MINIMUM COVER OVER IOP OF PIPE, UNLESS OTHERWISE NOTED = N City Tisa ; A STORM SYSTEM (YMSI IV If51 REPORT AND ONE SET Of BL ULTNf "AS-BU/ITS" SHALL BE REQUIRED j v w t 2O CO' VC ?000' VC = 39 Y AO BY THE CITY FOR REVIEW AND APPROVAL U a a _ u a Ln `.1 „ `, ly �.. N 4 W Flan Rev , f.�C. UTA)TIES _ s fL,`CTRICAL, TELEPHONE, GAS, AND IV SERVICE SHALL at COORDINATED BY THE CONTRACTOR WITH THE p T Z ~ ' O ~ h APPROPRIATE bTIL/TY COMPANY COORDINATE UNDERGROUND LOCATION WITH OWNER, ENGINEER AND U 0. BuildingSheffls:_., O M f•+a0 CQ h C • APPROPRIATE UYILIIY COMPANY ~ m�0. ` w , 6' 10' � � HWW � � a `" to L/1 U • Ll H p Lm W h & Site Work All PUBLIC UlILI,'IES SHALL Of PLACED UNDERGROUND �—P U f • 1 9• 22' 180 �—moo - - - + y� WATER I �— 6'-6" VARIES OVERLAY 1 1/?" IMIN1 I km to Im W °' °� W Fdxv17�9 19% ' 1 6 _� ALL WATER CONSTRUCTION SHALL CONFORM WITH TUALATIN VALLEY WATER DISTRICT 5/A .IRDS AND SPECIFICATIONS I SEE PLAN CLASS "C" A ( � { AND AWWA STANDARDS I - I I I 1 � _ NOTIFY TVWD 40 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRfCONSTRUCTION MEE/INl I y I -may VARIES 0' TO 6' _ _ _ - r_ TELEPHONE NUMBER )4S-33)1 I Z I �� S n A WATER LINE WORK WILL BE /NSPfCffO AND APPROVED BY TVWD / O* G v� ALL W E I 3 i 1' MIN 1 -+' I EXIST GR f J J r - p p , ALL WATER PIPE AND FITTINGS SHALL Of DUCTILE IRON. CEMENT-LINED PIPE WILL BE TYTON JOIN! DUCT F SA WCUT AND ,� I A T CFNTE INE a Y I A C REMOVAL IRON CLASS Sl f o L^ a F/N/Sh GRADE ,� FINIS t;RADf W _ rp r 1L( WATER VALVE OPERATING NUTS SHALL Of WITHIN 36" OF FINISHED GRADE ALL WATER LINES SHALL \��F al �1 Lxi+l 170 /�I IBC O H_ERS)__-�_-� HAVE A MINIMUM COVER OF 36" 36" OF 3/4"MINUS GRAVEL COVER FOR ALL WATER MAINS IN S1REE7 ANO k,,HTS-Of-WAY I I AT CENTS I TNf �� ?X 2X ?X IMINI tighl�i8, Inc. POURED CONCRETE INRUSI BLOCKS OF AT IfASI B SQUARE FfEI OF BEARING SURFACE REQUIRED AT ! v�I� FAIN TEE, CROSS. AND BEND LOCATION • • - - - _ - ~" -- _ - - o�i" [ N O 1 N [ f R f — — — — — _ a ALI WATER MAINS SHALT. Of CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION BACTERIOLOGICAL 41� • L I Ln (500 SW MACADAM Av[NUf "WSW.FAX (50 fO,OR 1171 TESTS WILL BE TAKEN BY C'OTWT) --- i EXISTING STRUCTURAL SECTION I (�o�� 2s, 1,�1 YAM Lsoa) 22+-1171 TVWD WILL INSTALL AIL SfAVf(fS PRIOR TO PAVING WATER METERS WILL Of /NSTALL,'D BY TVMD UPON INDIVIDUAL SEO REQUEST AND PAYMENT BY OWNER i ENTRANCE T T RY OTHE CONCRETE SIDEWALK DEVELOPMENT BY OTHERS/ � SEE CITY STD CON(-SW.DWG — 2" CLASS "C" ASPHALT CONCRETE REFER TO ARC ITECTURAL z 2" CLASS "B" ASPHALT CONCRETE SITE PLAN c W CONCRETE CURB AND GUTTER 3" OF 3/4" - 0" CRUSHED ROCK I = I SEE CITY sT0 CURB-GUT DWG 12" OF 2" - 0" CRUSHED ROCK ,r CASCADE BL VD. A.C. WIDENING AND OVERLAY SECTION SOUTH ENTRANCE — CEN TERLINE PROF)( E CASCADE �? NOTE STREET CROSS SLOPES SHALL BE 2X (MIN) FROM CONSTRUCTION CL SCALE I" = 20' (HORIZ) BOULEVARD ' N T S 1" r 5' (VERT) v Ln CENTER .- _ W m = Q LA l PRO./fiCT NO. 94003 (MCM -04) 01&F NO MCM04-C9.0*10 DA rE FEBRUARY 22, 1096 —1 REVy,ON9 DA Ty IDB scRrTpM L 1 CASCADE BLVD. _ STREET IMPROVEMENTS �\ D,IEE T WO C 7 NW F r i . ., V 10487 SW Cascada Blvd PLM 98.0033 ` "� •` ' _ y,;y,� '- 1 1 . r BLIP 96.0096 200141 MEC 96-0053 IF THIS NOTICF,APPEARS CLEARER THAN THF: OCT 51998 DOCIIMF,NT,THFD(X'UMF.NTISOF MARGINAL.QUALITY. MICROFILMED iLllli�l III II � �I�� I1I1ijilIIili I1i1IJill IIli IlIiIlI1I1I1IIA t t1r�?�i�pji i�i�I�t�i�i�� t i1i>>�;i�1t�t gill it�Eft t�t�i�t�t�t�t� ��t�i�ilil+I �111�1���1�1�1 Inllnl nnl�n►�nlllnn nnlmi unlini unfini iinlnu 1illhni nnhm nnhin i1�Ihlnlnni11;11111�II11 IIi1Inl1 IiHIHiI N11�I1111111{1111 Illltllll 111l111tt 111�1►11A111�H) nisi i hm inrina ldnu 11i1111n 111!11 , w .. _. .:..�:u,n..4:.6.diwYlbl��_-` -� _.JJ:;.,.i:.t:.W–..•,i.....,_._... ,..tom,-.w ate..:..:...,: .,:..',.;.M1., "NW .- _ - „L►�iY-1's `� .,.. ... ;.+..+ma.*• ••,,;r•......w.+. .. �.. ,.. . ..,, . . .. .... .. ... .. .. ...- - ,.. . . '.R�!f�TTAI'�. 119R!�A�IE _ .. . .. .::•.:.4..�,.,t"R�,'�I*itA^'1lAf.�• _ .. ce*..'. ._ .. .. ... .. ... _ - r - i F•,i S.• f t .f r RD.V. GENERAL NOTES FOR CURB INIFU21ATICIN 1 1- TRAFFIC SIGNS TO Of. 48' X 48' TEE CURB DETAIL CUM JOINT -. y MIN. ---,moi SEF NOTE y ROW .�-r=+�r "_ �... � BLAca( ON ORANGE. • �'�I►'iEr WN. 3' A.C. IH 2 UMTS - �j'�r O SECTION A-A -- I I , 2. NO COLLECTOR STREET LANE CLOSURES Ct I r• SLAEET AREAS % I OUT OF STREET AREAS 109 OR LOCAL STREET CLOSURES DURING (� - I -- - Y� S •�• 1 yew�1- - THE rOLLOIWNG THIS PERIODS: -6. } F+ !i."-0' BASEROCK • . Yi EXISTING SfC1X)N. RESURFACING •�' O 2' \ 7.30 B 30 A.Y. Z LQ • COMPACTED SUe011ADE- I• ,•J °• .••° �. T• OF 3/1' - O' •• :.• .••� ::.. //j/ 4:30 - 5:30 8.11. 1 •. , \, w r��• •• • . °• • • •• /// I 3. THE QTYS STANDARD SPECFICATIT`:N U • • •• ° / w}O FOR TRAFFIC CONTROL IS 'MANUAL LLJ J SECTION B-B �---- . - I SIDEWALK ADJACL'NT TO CURB • • • • • • /�j% e 100 ON ICES FOR TRAFFIC cAN H11 . • '°•°•••• LIENEES FOR STREETS AND FMGHWA'IS', ('�� ,rye - -- MIN. 111411 U.S. DEPT. OF TRANSPORTATION. p V p • / OC CL I • }r S MIN - - ROW 1 FOR USE ALONG MEDIANS. GUTTERS MAY BE RE- . n WITH PRIOR CLASS 4 �//� FLAMEII FHUA 1988 EDITION. M 1� • d I APPROVAL FROM THE GT? ENGINEER. 1 w �x1�sLIRE � I _ ----T e• . eAcxFlLi• aAas A 9L1L�"9Gt!_ 2. CONCRETE To HANE A BREAKING :+RENGTH Of 3000 PSI AFTER le DAYS. • • BApcfXL LOO' 4. ADJUST SIGN PLACEMENT TO BE Tt�i10N PWIA 1 E "oma '"' 2' _ G _ ADJUSTED IN FIELD. DO NOT REDUCE . . . . //`/" WYN. • MIN. BFJ_R MINIMUMS WITHOUT CITY I� tr 1. T 3. EXPANSION JOINTS • °° • • // APPROVAL tAl 1\ COMMERCIAL)DR,VEV.It '` �7" SEF NOTES fj/> y AAA. ro eE PRovIDFD: / lv T A • 2' OF 3/4'-C'• BASEROCV 1) AlAT EACH POINT OF TANGENCY OF THE CURB. 3/4' - u • • // • 2 AT EACH COLD IOINT. (>1tANU1.AA BACKFILL-_ • •°•• °°• / • T S. THE CITY RESERVES THE RIGHT 0 ADO N • • 3 AT EACH SIDE OF NILE I STRUCTURES ° . • t)0' OR MODIFY TR CES CONTROL FECTIVEYEMTC COMPACTED �'�'� • • • �/ • 1 AS YAY BE NECESSARY TO EFfEC7TVELY ---+ --• SIDEWALK AWAY FROM CURB 4 AT EACH END OF DRIVEWAYS. • • • °• •• SAFETY. TRAFFIC AND TO ENSURE PUBLIC i + -•• -- TbOTF5 S AT LOCATIONS NECE9-SARY TO LIMIT SPACING TO 45 FEET. �- + _ • • 4 B. MATERIAL TO BE FRE-MOI DED. ASPHALT IMPREGNATED, NON EXTRUDING, \, FLA R WITH A THICKNESS OF 1/2 INCH -T-- 1. CONCRETE°SHAH BE 3000 P.S.I. AFTER 1e DAYS, S SACK HI X, SLUMP RANGE ` 6. NO LANE CLOSURES WI1H1M ?00 FEET OF T �v 100' � A TRAFFIC 9(k1AL wlTHD1T PFt10R CITY OF 1-1/2 TO ]' 4 CONTRACIION RANTS: I 4 D Y;. Ip_ APPROVAL. B B A. SPACING 10 BE NOT W)RE THAN 15 FEET 1 2. PANELS to BE S FEET LONG O • ES' MIN. RADIUS (TVP.) B. THE DEPTH OF THE JOIA'T SHILL BE AT LEAST 1 1/2 INCHES low 3. IFOANSION JOINTS 10 BE PLACED AT SIDES OF DRIVEWAY APPROACHES. �� MIN, 5. BASE ROCK 2'-0 OR 3/4'-S. 95% COMPACTION hASE ROCK SHALL BE TO -T-- U1ILJTY '1^005, WHEELf'•HMR RAMPS. • AT SPACING NOT TO EXCEED 45 FEET TNN l� - FOR RAMP INFORMATION SUBCRADE OF STREET STRl1CTL'RE l>r1 ♦' IN CxP1H, MAaaHEVER IS GREATER. PIPE OAK � SEE WHEELCHAIR RAMP DEIAIL 4 FOR SIDEWALK ADJACENT TO THE CUFF) AND POURED AT THE SAYE TIME AS THE O - , CURB THE JOINT BETWEEN THEM SHAM BE A TROWELED JOINT WITH A YIN. 1/2- RADIUS. 6. DRAINAGE. BLOCKOUT - 3' DIAMETER PLASTIC PIPE: pALw:FWLL IN STREET AREAS 0 � O TRAFFIC SIGN A. I.D. PLASTIC PIPE WITH COUPLING. � 100• ■ CONSTRUCTION ZONE S. SID2WAIJf SHALL HAVE A YINiMUM TIJCLNESS OF 6 INCHES IF MOUNTABLE 1. R S/1M IS AGAINST CURB. FILL MIN. ----- FOR SIDEWALK INFORMATION CURB IS USED OR IF SIDEWALK 15 INTENDED AS PORTION OF DRIVEWAY B. DIMNAGE ACCE55 THROUGH EXISTING CURBS SHALL BE CORE pMLLEO OR C1JRB ROCK TO BACK OF S/W. Y, SEE SIDEWALK DETAIL OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SAW e4Jl' VERTICALLY 1e' EA04 SIDE OF DRAIN AND ef_vOURED TO FULL DEPIH OF CURB. O 1 ��� • TRAFFIC CONIC LI 2. N S/W IS NOT AGAINST CURB, APPROPRIATE DELINEATION e. DRAIN BLOCK OUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAL:,TER FILL ROC!( 2' WICK FROM CURB. DEVICE. - ! R.13 WL PLASTIC PIPE AT 2R SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. ROAD ENTRANCE OFF - CURB AND GUTTER PIPE BEDDING AND �\ TRAFFIC CONTROL PRIVATE 0 W CURBS CONCRETE SIDEWALK - BACKFILL_DETAILS TYPICAL DETAIL F PUBLIC ROAD DNA=„ A DRAM w Noun= AF*RDWtB r DRAWN ITT U " a ^ 1 OF / _ o , IEf�1a APNRDO IT DRAWN to MCAN EERIE DAA DWO RLE r b N 1ROOl01� A►MROIO Ftr- ORAVI N h OSIER h TvMo1Am n DACAD WA..oa o.->taT -- r,,,, WULA I aAx aAW.la MIX M , I DAR Dom,I,� CITY OF TIGARD 'M CAD "u"'oo °' 70• CITY OF TIGARD �� CUTY OF TIGARD CITY �F TIGARD -- _ { 1cALE DAR R)AAWMO M10. MCA" DAR Ino FWLt - OREGON N.i.W t-6-u •RIET/1RMooMTDlp W ORECON II.T.I 7-•-W3 i0[TAL3\CHIC-NOIR OREGON N.i.l SIO Rl N:DETAL/\Q�-aTDWa OREGON KT.�_ t-E u JDETAL/�/1FOE0.01ID j OREGON MT.s t-►W3 tocT.aryAVT cNlrnit ��-� �r5 6 rr -- r-4 r__4 �--- TMRU Tr A/R,l: �' 1 �r12.5• -4• TWIG WMY LtIT 7JRI lIR�[Al � YE1J.D1r /�!! � W +i �' .. OA - --rte-r (�� r WIDE LINE O m CD .�r'� r LINO MW TYPE I 0-OW�CT101ML YELLOW - OA r I DIRECraNAL r--+ O �_�• MSFD PAOOADrt MANWO AT 40• D.C. CRYSTAL. WHITE RMSED PAWYEW. .OUTWC UNE 6 WOAD IIIWOE At 16'/46' MARKERS AT 15' O.C. TRAFFIC �� PATTERN. r TURN040 TRAFFIC _ _._-.-._--_-- � 'S r O 'D' r �.Ift - TWO r YO1,OR -W- L_ ARIES -Ir _ _-•-r WIM D P 1 ENT MWAMM 12 0' ay OI .�4' TWO r YELLOW - .._\` RAGED FIAVEAENt MAReIEIa AT 4C O.C. Avg LSO _?j• O4 m m m�----r MARKERS AT 15' O.C. FOR USE AT - oI g_r INTERSECTIONS. WHERE MOM NOSE j T Is LE3f tFUN 4-WIDE. �'-�'-�-�' -.�•4' r WHITE Lsa WITH TYPE I 1 VARIF] ,r IIgID ORCTTOIML CRY>fTAL WHITE V- o a /'•� =•-A' RAIDED PANDA W MARLER6 AT 40' O.C. L C, - TURN LAK - TRN71C SIDE - SPACED AT r OU17DE Of ryME LINE. �J --- - W /� \ % ANDARo / v 1 Ir� MINIaIM Of ,r Wal[L DRAWING S-3 FOR DETAILS. - FINED U).A E-�- STANDARD SIZE IS e' STOP&M flw: eE 04TMUD USM ��11 ARROWS SIMM. K OWN.L0 IMERN PLASTIC PAVEMENT MARKM WT[IWLS USING THOAOPLASTTC PAVEMENT PER SECTION 6M OF YK OOOT STANDAID AIARKIN G, MATERIALS PER SECTION SPECIF,CATION6 FOR HWY. CONSTRUCIION. x a 20� VARIES + 1 646 OF THE SOOT STANDARD CO -- SPECIfX•.ATIONS FOR HwY CONST. C.L. 20' LOCATE 10' FROM 12.5•- 40' - 40' ~ FROM STOP K OF FULL ��\ We r WHITE LAK WITH ; V N Tigard eM WIDTH OF TURN LAE _ N \J C�`I9 '�-�� �� _ 1 -r ,YPE/ M-tIIl10CTKWML WHIR RAGED p City. ®} ---�-1Y - BPAC[K L10WM --. PAMOtM WAfOIS AT 47 D.C.. - z Z w ■`•✓�1/' j w OM PLMM T�AT Ir WM•R •INT 27 u tAA O --�- LIND MM1UY 1AACN6 1.( .. ` r 1 10' CK089WALIOI ROU. K NSTWAKI)U1110- .O• .0. TWO r YELLOW LJIO G I W ` Plain Review f - '►, IMt4sIOPLA3tIC PWVOIOR ,wRKINMo WT[IIMLS �- �_ r WITH TYPE I•-DWECTION AL YELLOW Q 1 , --•�--- Pa KCTKXI w OF THE Door STANOAro O r RALKD ►Avmrt MARKOro AT 40' O.C. 1 r SPECr"TIONS FOR WY OoNST. TMF7LC 3100 r�-✓�Ytuow m6rE - Buildina �I to _FACE m"m i I r ,Ir FACE IXMe N _� CURB OE �.•JJ eINsc uWa LrE - r WIDE & Site Work o ',r � L_� Ww,E UK RAISCD.•m WMK - r YELCWT LIE z 6 4 ! February23, 179 V 'T(�T m-WfelI FGL MIJOW PAN[MOIT MARKERS AT 40. O.C. �YYp�(��� �� o ! I 'MRlflll° - XE I b -�A4r�0 CMTOO4T �� DDDT 1TAND&R1 S-„ FOR DETAIL3 ol:l o a(GetraD - 'M«a Tj_�T 7••f� �Y NT LII[ PEN WAR_ 4' 1 6' � 6'_� u i , r p e r /V LAY --- - - I Y ighellis, Inc. NOTES: 1. LOCATE sra sws 1n scm or TN[ DmDwD 4. ALL PANELIEW MARIaMO SHALL COMPORY TO OR1L." (',6e4) VI FM LIE, EDGE OF P W fmENT OR CAMS FNX DEI•ARTMErt Of TRANSPORTATION SPECIFICATIOMS C N O 1 N C C R ! 2 LOCATE C1C6SWALKS AS POR WM1l1U>AM PAW LIXATOW FDR KAD 04M PAINT. w^!RS OF THE kATERMS _ /� 20' _y�. m .� OR a' PACK Of CnID OM FODIME. EDGE OF PAVEMM 011 SPEOPITAT10NE ARE ANAKAOLA FROM: 5290 So MACADAM AVENUE. :URE ••a0. POFT,A•ID, a1 972,1 ( r' If YELLOW LIL AT ClAl9 fACL LHOME?a a 1M1S LANAL3 AND R[SfARCM (50.7) 221-1131 SAY (Sf1S) 12t-.17t G . s W O.C. AT A 36 AHOUI WRN A r J. ANY REMOVAL OF Oommo STNP%4 TO f- � Y Wi ROAD upM1OR1' C\\ i VARIES CLEMAM;1 To MEDIAN CENTS I ME1 DETERMINED M THE nEU)00 6 CONSkAM WOO A. (a ROAD S L \ OKIDENTAL WORK. STR►6Mi LMLL K 0ROUM0 Off OR AS SALEM. (IR •7510 36° r DIRECTED SIT THE ENOPM (503) 376-2621 S TRIPING NO TES -- ° -- ALL PfRMAN[NT STRIPING SHALL L£ INSIALL(0 ACCORDING TO THE MIITCIJ AND THE MANUFACTURERS SP(CIFICAT/ONS IME MATERIAL SHALL Of EQUAL TO OR B£TTfR THAN DURA-STRIPE 160 MILS THICK FOR LONGITUDINAL LINES AND 90-110 MILS THICK FOR LEGENDS, ARROWS, CROSSWALKS AND STOP BARS/ OR INLAID IN STAMARK STRIPING INSTALLATION LEGEND _ PAVEMENT MARKING TAP[ (A440 FOR LANE LINES. STOP BARS ANP CROSSWALKS AND r 310 FOR L(G£NDS AND ARROWSI INLAID /APE SHALL bf. APPLIED DURING THF FINAL c ` F A S C A D E ROLLING WI I H A FINISH ROLLER REFERENCE APPROVED BY DRAWN BY ALL LANE .STRIPING SHALL INCLUDE REFLECTOR MARKERS SPACED 40 Ff(T APART, CAB BOULEVARD 10 Fff T APART IN TRANSITION AREAS _ WASH. CO. CITY OF TIGARD SCALE --- DATE DWG. FILE CENTER OREGON N.T,S. 7-9-93 ':DETAILS\STRP-LEG.DWG � y M- W UJ to apo�e�* •,a 94003 (MCM-04) Fa E NO MCM04-CA.OWO - DA TF IrEBRUARY 422. •RYA _. AE d,l rON9 JDA''F PEINMK•fION L.� I aHFFT rLTLF CASCADE BLVD* a STREET IMPROVEMENTS x. 4NFF*Alp. , :.T'7- . :}4d^.h : rl:n•-LI«�.,Fy '....,'-,Y, ,;r).}ilM�..:An'•7.:9�t�;r,. ;x„' r'Srr7T��I�F�1!.Eikil !' 10487 SW Cascada Blvd PLM 96-0033 BLIP 9f-0096 2.1 of 41 ) C 96-0053 � IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCIIMF.NT,THE IM)"CUMENT IS OF MARGINAL QUALITY. MICROFULMED II�i�IIII�I�I I�I�i�lll�l�l I�I�I�III�I�I r�l�l�l�i�l�l I�Ijl�ill�l(I �Iil?lI�1Tl�l I I�I�I�I�I�I�I r I�IIIII�t�III 1111111{Intl �IIIIII�III�If IiIII�I�IIII II11111�111111 IIIGI MIllr"1 CRMM ' InIIn�unhnl Inllnulinllnlllnnlon ulilnl�nnhni nnlnn iniluii nnim�InIlnlilnnllm mih;n I±dmi nnlen�nih►n nnlnnm+�hu�untnn In�lmi ndi+���MINu r!�laii nd�n mhm th dna u�nn ndw � ' •�LL,:e..�,.,.:,��,:.,....,,.ay ..�,�doLer�MwliYrW� �..,7 �., r.r.._.;...�. _ ................ -:a ,,.rrLrrL v . t ,, :o'r'.. •„ ,r .' rt ,.Td+ ...a .•,S ;-.,�, +l.r .:.W. : .. '' i.. ` ' ':' ..'$ .V. K,4 � 1 rMn. t< �' �` .,,�( l,:u'1� +h 'X �, ✓yr Y ,�•C".• '• -;y e x$41. ��y �. tri„ iM13 i� {; N ..iy" �" `.'f.. ''yyea•. 'J.. �:• �!. T: R .�'J4;. ,r 4F A."u h:}'••L 1 .� 1'' ! ,4'. ,.l ,r�f�+ may+ �, 'Ff.,•. 5 I '",),N°�p;�; 1 _.,�Y w t 1:1 t '" ",.•�I'nY. !, �,, X 1. � �7 t,t., �p Cr y,i r •'- � ;.;�•• 'Ne,�,' �w � ��1 first f� � •.k1�' w � y i e ,, �i ar � � r-• .�� y., 6 of �I � t '� r }�� .11� •'�,,' N }•^r^f � � 4 1'- .r r ".dt .. e'rhn� � 1t +�M�h II. "f ra •�ti'r P. .. . i. Ft•,,.'. �`' � � e, $ } y �+ f b ti STANDA. CAST IRON f 4 +•} r ) „ 1/14 �" *t� �•Vf`'A FR" AND COVER V - STANDARD MAi4HOL.E LV M GRAL' RING --- ' •' r .s„ o O• '• ' •' MIN _ -� Imo-• ' ►- : : _ o A m •,+ FINISH GRADE �•',�• — •• O p O A A I \ YI _ �1�. I'• —WATERTIGHT PIPE PLUG O O 1. MIN. :.• •• O S 0 O O ) O O _ L LZi O o/ — •�;••`• �-PROVIDE 3/4'-0 FORA \ - r 2 1/2• x 1/2' � 2 1/2 x 3/4' LAJ :r. . MINIMUM nF 6' AROUND ��--'.7. EDGE FLAT BAR Ho °�SYr NOTE _-� � 2•' CLEANOUT O O O 1 = _ S0. E9GE FLAT BAR TVP. O ' CLEANOUT INSTALLATIONS ARE - \ a+ LIMITED TO EASEMENT AREAS �� / `O 0D _ Q. O OR MAY HE ALLOWED ON A s TEMPORARY BASIS IN .Y`'' , RIGHT-OF WAYS. •�� �' 3 x 2 Irl' x 3/8'L "t 1/4' ALLEN HEAD BOLTS SANITARY STORM TYP _ - AI LW ��t�t I•� +. V LONG RECESSE'r PLAN r _ BOTH ENDS 3/16' 2 1/2' x 5/8' 3 1/2' �d • .•� ALL. HART SQ. EDGE FLAT BAR ;. _T 4 I/V as _:`bt•:.r, t .'1. 1 .r. / __ _ "1 �•�a I PLAN IONLREiE ENCASED WYE - A -� 2 1/2' ` 3/4'-0 3/4'-u TYP. \ 5/9• x 3• BOL t_ —� SECTION A-A 1/4' 3/4' SQUARE NDTEs STANDARD CLEAN OUT I. `ca "'"N rwma (PLY IN `CAST T " AS TYPE IN W. I.W. e CENER AND FRAIL IiIMIL R GRAY CAST 1RW Atilr A-.. CLASS �., SECTION r✓TION A—A R� y /' 1 cavo AMD FROM M K MACHINED TO A TWA KARM ALL ARQNn STANDARD 1'-1 1/2' 1'-0' A A B C3 0 B 4. ' )TCM LID FOR LIFTING NM. , ,_ , U N Q 7 DRAWING NO. 130 n O ❑ IOVERSIZE 1'-1 1/2 1 0 a❑F ^a J 11 SUBURBAN AND STANDARD ------ ,•••1 P 1 �— - I REQUIRES TWO GRATES -- — - S MANHOLE FRAME AND COVER TYKE DIA. WIPE w. I.W. ►--i ;; ,,; �' ❑❑. . U ❑ STANDARD 10'-12' 1'--3 1/4' 1'-1 7/8' *'STANDARD' AND 'OVERSIZE' ARE WASHINGTON O L7 ❑ 0 DRAWING NO. 120 -- COUNTY DESIGNATIONS. ' L p IOVF.RSIZE 15'-27' 2'-4 3/4' 2'-3 3/8' 1 REQUIRES TWO GRATES � P'-�'4 z � FRAME GRATE a - 7/81— DRAWING N0. 380 DRAWING NO. 390 _— —— r w 6• SECTION B-B W � S . SECTION A—A CLEANOUT RING AND COVER DRAWING N0. 1 5 TWO NO3 BARS SEVEN MD.3 BARS = o NOTE, AT 6' O.C. NOTES, 4• THIS TYPE OF MANGLE SHALL /�-RECESSED AREA - SEE DWG —� BE USED O'LY FOR PIPE SIZE ONE NO.5 BAR B HO 400 FfBT DETAILS. O 24' OR LESS, 1. 3/4' FORMED,JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY l2' MAXIMUM STEPS ENGINEER ONLY 1N COHC, PAVEMENT OR GUTTER, AND TO EXTEND THROUGH _ NOTE M FiLLER MATERIAL- SEE THICKNESS OF CONCRETE, INLETS/OUTLETS \ NOTE L DWG ND 374 p02 IN REQUIRED A 2, ONST. CATCH BASIN PER DETAIL, BUT WITH DIMENSION 'V' TO ACCL`MODATEE \ i AI LARGEST PIPE SPECIFIED. i L �J = a 3. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STIKNGTH OF ;4p0 P.S.I. F 1N 28 DAYS. N MAKE Sl1RFACE OF - I — NOTE, 1. [F APPROVED BY ENGINEER WALLS MAY BE PUR:D AGAINST UNDISTURBED 1 ` ~ — GROUT FILLET SMOOTH REBAR TO BE USED WITH RECESSED u ; 19 W �i a � ard AND FORK GROOVED - EARTH EXCEPT FOR THE TOR 8', WHICH SHALL E FORMED. �� Q CURB INLET ONLY, SEE DVG.NO. 400 INVERT TO DIRECTION SEE DWG, FUR FRAME DETAIL SEE DWG. NO. 390 5. BACKFILL SHALL BE COMPACTED TO 95Y. DENSITY THROUGHOUT, vt 49 A i A OF FLOW MAIN SEVER LINE NO, 370, p0.2 FOR GRATE DETAIL SEE DWG. NO. 390 G G v Plan �� 6*1 FOR SECTION B-B 6. 7VERSiZE CATCH BASINS-STEPS ARE REQUIRED FOR DEPTH GREATER THAN LOCATE HANDLE COVER B PLAN ew 4 FEET. INSTALL 2 FT, r" TOP TO WITHIN I FT. OF BOTTOM. AND FRAME OVER LEDGE Building S�reI, MANHOLE TO rONFDRM OF AT LEAST 12' iN WIDTH -� WITH ASTM C-478 CURB �—FOR CURB PLACEMENT HATCHED FiNISHKD GRADE OF STREET CAST IRON COVrR AND FRAME -SLOPE OF PAVEMENT SEE DWG. �. 400 o (SEE STANDARD PLAN)— r T—■ - \ SET FRAME IN ' - -' =t`- —T� PAVEMENT IM MAXIMUM 27• FROM •---•" NON-THRiWM GROUT ' • T - -1 1/2' TYPICAL OR AS (n �B STANDARD MAflHplf: TOP CF FIRST STEP SPECIFIED BY ENGINEER _ FINISH FiirADF FRANC AND COVER TO TOP OF CASTING . FMMMINQI`C'i0P BOTTOM OF I ' �- •� PREFORMED 4' WEEP �. - ►� SUAYASE = I SET FRAME IV GROUT STAN`ARD 49' PLASTIC HOLE ��'� '' T 1 PE ■ W DIA, PIPE A 0 MAXIMUM 27' FROM MANHOLE RISER- .' V F NON-SHRINKING FiRST STEP TO �. GASKET i! STANDARD V- 1 7/8' 10' - 12' 'i: � o GROUT ,,,. . . ' G OVERSIZE 2'- 3 3/8' 15' - 27' 6• MIN r C I 1..' 1[]P OF CASTING �\ .!' FOR HIPS I a : a PRECAST . r UNDISTURBED �.� N THIS uj SEES TAKE y C4• DR L[SS FOR GRATE TYPE SEE DWG. NIL :,9(I WH H, rper CR CRETE _1-PREFORMED g e EARTH tf _ ( PLASTIC GASKET .. T r •� C3 SLAB �� 48' 60' ran PIPE ,tit1 t� - A L_. i' REQUIRES TWO GRATES. SEE SEE DWG. NO 370(p0,1> FOR /• 2T DR LARGER I _ .1 !r•t COMPUTED DWG. Nr'.,f90 b A. PLAN L SECTION A-A �1 hellis In.c • _rSTANCARD 4B' ,, +'•f�..• : t MONHOLE RiSERS. 12' MAX. FOR CONCRETE PIPE __ •%. t CRUSHED ROCK • I ■ 'STANDARD' AND 'OVERSIZE' ARE ;D c TYPE■ V DIA PIPE r r al f•:`•;+, 10 ( / „ WASHINGTON CO. DESIGNATIONS. a STANDARD 1'-1 7/8' 10'-12' -/ R N c I N E C Ft '/ am 12' MAX, FOR R CONCRETE PiPE - j OV`E'RSIZE 2'-3 3/8' l5'-t7' I O .. �. - 52(y) iM A•A(AIMY AYINi!F. SUITE W.FAX iso ) O, ST)01 '� I (50(� 79•. 4 t• F4M (�.1) ?)4.1'7t V/ SI OPE �' 3r7_7777_r- ? NOTES ' ' ',' FOR UP4TE TYPE SEE DW(: •. ,. �, r s � .' .►►.? .A•..'�r� •' — - --•'�- ! 11 � 1. BATTER OF 1/4' TO 1' TO •�• � If1I1 390 I :•: ..a SET IN FRESH I I REQUIRES TWO GRATES, SEE • . '.,. :_ SECTION B—B Q, _I INSIDE DROP MAXIMUM t'0' b r, CONCRETE AND ILL ALLOWED, MOV AI. DRAWING NO, 380 C, +u I FACILITATE FORM RE 4 •• VERTICAL DISTANCE 3 GROUT 1 6,I 2'- 4 1/8' 1 6'�--- V BE 6' V 6• I ■. •• 11111 INVERT TO INVERi 6_0' MINIMUM -IV LAYER COMPACTED ----111 T fi� ob712' LATER COMPACTED 'STANDARD' L 'OVERSIZE' ARE • 6'V' MIN. „R o BASE MATERIAL(3!4'-0) SECTION A - A 2 A�S�GRADf.. HOLE WASHINGTON CO. DESIGNATIONS. °C OPOJFL r N]J L !_ •— -J -- GRAVEL c3/1•-0> � , LAT TOP MANHOLE STANDARD MANHOLE CATCH BASIN CATCH BASIN CASCADE DRAWING NO, 010 DRAWING N0.370 0 OF 2) DRAWING 140.370 (PG. 2 OF 2) BOULEVARD 10. T DRAWING NO, 020 (•1'1 L CENTER E R i Lu Go nMe�tc r No 04003 (MCM-04) RALF Nc MCM04-C9.OWO DA rt FEBRUARY ZZ• 1006 REWRIUNP DA TO m1cf4Prmov If ' r 1 ' b ti • SWEET r!rLt ' CASCADE BLVD, STREET lhdPI OVEMENTS r C9 ' } Y 10487 SW Gacrade Blvd Pi.M 98-0073 + 1 yAd,!` •� ' RUP 96-0096 22 of 41 , MFC 96-0053 - .. .._ ,.. ' r IF THIS NOTICE APPEARS CLEARER THAN THF. OCT DOCUMENT.THE DOCUMENT IS OF MARGINAL'1UALITV. MICROFILMED I�I�I�I�I�III I�i�l�l�l�l�l l�I�I�I�I�I�III�i�I�I�I�iII Il(�1�I�Tj1�lII�I�I;I�I�I�11I�I���I�i�ill iIf1111111lfl Il1lill�Ill�il f{tlf�l�l�l�ll�I�I�I�I,i)I� ' RIIBI MIIME Mw MBgR� uilui►Umim�nulnu nIlluiclut hnt Ili�lnn iIlauIl Ilnlini mlh,n�mhm anh�n nnl�ni naltIll�Ili�nahuilni�md+m alihm nalun��Iaain lobar Inh;n ir+alIlt i�IhiM. Ilam till A nihi nhnl nduwinnhl n + i q 1 .. Tw L A �r pti ''. , E rte' •'; ,r ,a"� " ,r.�. ,• _ '. .•,`t - '# 1 fi 'r f! 1 2 3 4 5 6 7 8 f. • �� I _44'-0` 1 SO'-0" 52'-0" 52'-0' 52'-0' 50'-0" ------------- 24'-0' P.J. 244''-]0' Pj 244''-,0' P d. 24'-0 2\4'--0' P 24'-0' p1j. 24�'-f0' FiL 18'-2" 23'-8` ANDREL 18'-2' P 244'-0" 1. 24'-0` p4j. 24'-0� '5'2`If 13'-8" 5'2"16 TYP) (TYPICAL) (TYP 1'3 Sim E5 3� S- S-3 - - '---- - - - ---- ----" --- -•'----=-------''- ----- -•--------- ----------- -- -- ------- - - - - - - - -'-- -:::--- - ---- -- -' ---.. '77 -- -- -- ---- ------- - - - - -- '- --- -- -- - - _ - - - II �- -' - - ---- -- — - _ - PaR STRIP c J. c c C ` o I I � I, I II II n r T , a I _ : A 1 I IL in w 11{I//Cll•^� I' -1'- ` i ' 'i it O � 1 '^ T FTG CAI S� 4 r a , \6" CONCRETE SLAB W/ #5 BARS -3'-0` I AT 36" 0 C EACH WAY OVER 8" *3 G COMPAC%D CRUSHED ROCK , C R� T.OFTC I r --� r- 1 r- r- r--1 J + 0 ti I OI ' tra I � , I � 1 7" UNREINFORCED �;• :j CONCRETE APRON \„ l5 I Fp• OVER 8' COMPACTED CRUSHED ROCK - � bQ ► �� �, I 1 _.__.. RETAINING WALL \--�a``�_ •��. '+ r - - ;f 44V-g 3/8- O OF COLUMN +` •• , q, \� � � I 'k(ap ;• 1 U — L -V L-- L--.I� L_ _I�j L__J(1) Y DOCK LEVELER �. `Fe •s`•;'` \ / Wt. SEE 1Q, City of Tip;ard I ; i C 1 C POUR STRIA- C --— C C ,! r _-- _-- -Ile -- ------------ --- - - -- - -- - - - - -- -- - - -- --- - -- -- - - -- --- -- - - ----- - - - - - - --- - - - --- - - - --------- -------- - --- -- - �- Plan Rev�J�ew for. =r ._ _ +�- 9• • / lb - - 7 - -0" -1'- l 3'-4 1/2` I4'-3 3%4 i I6'-6 1�'2 I Buildiniz Ste "' I 14'-3 3 4" -8 3 -8 3 • j I & Site Work 0 FTG �. { Q �� Q 22'-0` L 22'- '" 22'-0" 22'-0" 22'-0` 22'-0" 22'-0` 22'-0" L 22'-0" 22'-0" 24-0 24'-0" 24-0 24'-0" February 23, 199 PJ P.J PJ. PJ PJ - —� PJ PJ, PJ. PJ-- P,J PJ. P.J. PJ. to plor" ' y:'�'�GIN F J•f �W3 9 1 ' FOUNDATION PLAN BLDG. 1rz. P 1/16 0 t� cr:5, `s�v� • � H M �KPrl�nr�c t2/'st/RG ), _ PLAN NOTES: - COLUMN AND FOOTING SCHEDULE 1 ) ..�� - INDICATES CONCRETE TILT WALL. SEE SHEET S-7. COLUMN FOOTING REINFORCING NOTES `• /� S 1/2" THICK WALL PANELS ALONG GRIDS EO ,Ot AND O2 AND SKEWED WALLS AT DOCKS. V 'S 8 r N x 1/4 6'--0" x 6'-0" x 20" DEEP (6)- N5 LA WAY AN DOME.EN 'r, WALL 2'-4" x CONT x 16" DEEP (2)- N5 TOP AND BOTTOM - 8 1/2" THICK WAIL PANELS FOR REMAINING PANELS. MCCiAR�>wOLE / KMUF 03 2.) �� - INDICATES STUD WALL. C:C�NSULTMEP 4MS WALL 2'-4" x CONT. x 16" DEEP (2)- N5 TOP ANC' '.•. ITOM ---- - — --- 3) P J. INDICATES PANEL JOINT 3933 S W KEI.LY AVENUE 4) C.J. - INDICATES CONTROL JOINT SEE a PnRTLAND. OREGON 97201 O p (503 222-4453 5) �-�- - INDICATES ELEVATION AT THE TOP OF FOOTIN(: O — 6) S:::.S - INDICATES FOOTING STEP. SEE a 07 -------- — --- - 7) �x - INDICATES FOOTING TYPE. SEE SCHEDULE THUS SPEET. ,��, k ``� 8.) Q - INDICATES CONCRETE PANEL TYPE. SEE SHEET S-7. CASCADE 1 DESIGN SOIL PRESSURE 2500 PSF DEAD PLUS LIVE, 1500 PSF DEAD. BOULEVARD CENTER TIGARD, OREGON _. P40.0cT NO 95676 Fu hV VA?F 2--?3-913 IIfrIY�aN• OArf ONc.101px', M1 (syn 11 lNFQ• rfrLB . .. FOUNDATION , PLAN BLDG . I VLMK PLOT GATES: 1/24/96 15 550 !NFORMAPON ON THIS DOCUMENT IS NOT 2/1 96 16:49.12 84 C 1 APPROVED FOR CONSTRUCTION UNTIL A / s/96 11 4 2 21 sMesr wo. . J t 2/20/96 16:32 2 BUILDING PERMIT HAS BEEN ISSUED. r, \ACRD\VDI_\95678\95678S-1 2/22/96 9-47 39 u�487 SW yi,P=�5 0096 I'll M 96-003 _ 1 "a IA::r.or,on'., ��n141 ' 11' IF THIS NOTICE APPEARS CLEARER THAN THE, OCT 51998 DOCUMFNT,THF,DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�Ijllllll Illjlj �l�j jl Illllll�llijl I Illllll�ijlllli Illjlll(Ijlll 1 IITj'�lmlli I t!Ijlll�llljl I Ijllljl�llljl 1111111{ Ill Illlllililljll! Illji�illj{jl l�Ijillll�i)!� inlen nnlnu nn!unh{� nli{n n{{I{nI nninn nnhmlnnlnu IINIIIII illllllll Illlllfillillljllll IltflllH 1111111111NIIINII II'tliltl tllllliil 11111111111111�1Nitlll11111t tlltlitll IHllrt{I Illlln{ r►l!!;r tir llllht nrintt,mina ntlinn rnrtl',n Inrhll)T �IIWir - - - - - - - - — I _,. ....v.,.lGa•R,•e,..�r•!f.+:..,.ne,.•.r-c-,..•.--..,....,,.,.+',•r^r^.r.T'R�w;•ow'.^vnwe .. ppRRq�TIR. •,�•�M _ , T I M - �e' 41 • J , W. i . L.: _ I' V 310'-0' 80'-0' I I 1 24'-0" 24'-0' — 51,-0'_ - 24'-0' 24'-0' 24'-•0' 1` 24'--0' I 21 -10' S'-4' 21'-10 24'-0' 24'--Or d \'nv�' I •J, 1R'ANGAil IP. ® J^ �j J d �] l SPANDREL 1 J,L �j J e V 1 2'-0' 2'- 1 C� OF C �- /4 - 0 - 3 1 w V 1 1 -_-- --• - ---- - - - -- -_- - -_ - -- - 1 - •-�! - - ----- - - Y --- - -- -- --_ _ _IS ------ ----------------- -- S - --------- _----- J-------------------------------- �_. _ .. -6 -J --_-t. 6 __ .. ----« POUR STii1r -. ; 1 1 1 • .1..a ' 1 • • 1 1 + 1 � 1 ,I vel • 1 1 1 1) Yy f-I , t-1. 1 •-.T1 1 1 1 i' 1 ' ' 1 L so ILI 1 4C 1 M�r CONCRETE SLAII 1// /0 BARS AT 36' O.C• ' 1•_ M , EACH WAY OVER R' COMPACTFO CRUSHIED ROCKFTC ' 1 1 1 1 1 'I - 6• REI CED , J. J J. 1 M 1 , J J. CONCR APRON ; ; ' 1 r_ 1 r- t r 1 r- , r , W/ #4 ARS ;.T 1 M ' --- - - C t' ,n _ ' G. N COUP A T[D 1 1 a 1 ,SH ;ROCK .I; , Revisions for i 1 1 c - - 1 1 , ' ' ;I - City of Tigard -- �- -- s . . , �_41 � Plan Review I 1 1 1 1 � ' ' 1 1 I 1 M - 1S'-6• �9' :p-, RETAINING WALL ' Building Shells r N 6 ' 3'-7 3/4' oc ` 1 May 2 1996 J 1 J'-to i/2' r s-J ' 1 , 1 4'-5 3/4' t J J. JL J. 1 ; n ,�. r- i r- r — _ ---- ---- 1 -4 --- -- O U - `- ' L L_ .J[1) L' - V + _ ' ------ _41n --- ---------- ------------ 7- - ------- - ' J '' OPENING ABOVE CONCRETE FI N CC� 1 i 1 •_ ; PER ARCHITECPXtAI • ^ I� ' DRAWINGS �� - 1 OVER S' C ACTED 1 I O M I ' - �. 1 1 I 1 1 ~ � 1 24'-O' t -;, , b CRUSHED - -- 1 1 ry 1 n .o Tl%�%�lT'- T7T� VERIFY o E - - ' SLAB TO POWER TROWELED ~' I ' -�.f 1 ' Tj+►' ' �' ' ___�''�k WJRNIS4- D TO POLISHED �J 1 0 10- n 4 . �� H FINISH THI AREA - DOCI( �� , 1 1 S RETAINING 'N p ' 4 S-3 i' VERIFY DI S PIT. SEE 10 _ �► o H ---------- ------- -- -------- SI.00 PROF,. g' 2 POUR STRIP J. SS J. d _ ' J. POUR STRIP J. i ^ c I 1 - _ _ _ _ _ _ ------ --------------------------------- _ -------------- ?� OF - ------- - __--_--- - --_ --- -_/�! - �. _ -_--_------- -- ------- --- --- -_ - --_- --= _ r . .zo ..... '.i �. C•:� ��.Y'!�TA' ..�. .�.'X .1, • - Lµ4 ��• y�A r�� ' k !r Y 71 INC 3/4• 1/li' W►X SIOPa :Of� AND BOTTOM C 6 X S A W/ 1/2' pA AT PL 0 PUit - 3/4' CIA. -L PRE CAST CONGilETE TTI T uP WALL J-BATS AT 12' CIC, 1tTA0GERED �RI(1 AT ALAN w/ ;4)- 3/4• CIA oMu�o AN1I0II BOLT! a 1 MW. 6 OMMENT NOTE: 9 WOOD FORM IS USED FOR X9'-6• KEY, KEEP (MOOD MET BEFORE Z/4 DOW-S X 0'-4.f -'- /BENT PLATE AT EDGE OF OrERh1EAD DOORS � / - - - - - T r,'1NCRETE POUR To PREVENT AT' 4'-G• O.C. BENT OVER WALL BAR �" - / Swl�'.RiG OR USf 1/2' DIA 11MlEADED R00 % 2'-0' i �� � � O O I -� COLUMN - BEE !LA1I s W 100P WSE1tT Of FLM SHELL , l STEP EXTERIOR GRADE 1/1' TAKE PECIAL CARE TO I AT IIAN DOORS b � ' I PROTECT COLUMN FROM OOIICNEIIE 1/6' RADIUS TOOLED EAGE ' SLOPE SLAB I' IN t'-0' f : wSPLATTERS By TIGHTLN, WAPIWG // 15 LL PAPER. 7w nm POUT! .10WtT. SMIlJ1R TO COIR 1fI0R01JptLY COMPACT .y KEY LOCATE KEY AT MID CONTROL JOINT EXCEPT RUN SLAB FAYEMENT KO SLAB DEPTH REINFORONIG THROUGH JOINT BASE IN FRONT A7 OVERHEAD DOORS SM Cm ( . d BLT! W1H T1lPICN. ItfB�ORP.MG SIDt.1NALK .. B• wj !LAB. OF O.H. DOOM j om BU&M - SEE *Cw. ♦ I ' 1 ' '-'"ams • - i TER AB F OUT SLAB COLUMN. I"AFER "• s • . ( AFTCOLUMN 15 PL./•CLD � _..•_...-_.r.�,• 1 • � •.'. •�. TIAICAI 111T wAll WORONO. T �Z. :�PSLROm•LCT V-B' TOP ANO SENO WTO Z a or 1 ab -AIL CL-57RUCTIOV JOINT'S 10 BE ODD OONTROL JOINTS C O Kw PANEL REINFORCING INTO � �_ d - I � n_�+ ->iEE PLANS AND SPECIFICATIONS F '"9 AND O SLAB 16. OVER 04 , I o. , GRAVEL BACKFILL. DO � •, SPE 5 OR £ � O • —.PAMG OR GRADE � � --1 R>1G10 f0A~f BOARD INfIJLATIOM CAIAPACi�tD SAIH) OR LOCATION OF JOINT. I • COMPAQ-M BACKFILL Al CAGt+ c� i •'• t A I }.� NOT FILL MAIN OONCRM SIDE OF WALL - USE CRUSHED * ROCK WSIOr< ` �jPANEL REINF'OIICRl4 SEE faINDATIO'l PLAN 'S'&---,COMPACTED SAND OR GRAVEL , �.. OLD. KEYED CGNTROL JOINT SHAM PANELS AT B'-O' O.C. MAXIMUMkm • ; WMM1111 THREE SHIMS PER PANEL) ANO FDI' DA (( . /4 . . +~, • GROU T 0 TION 24 HOURS OF SE rnNc �• • AMD - O. M. ; -r--rr�"- • R[INFORCWG TRIG STANDARD HOOK BO1T U ' VERTS AT 4 0 ON CENTER. ' � Bpigx,E r 4 PANEL y --- FOOTING SIZE AM . ' AND REWOROM REINFORCING - BEE r. RADIUS TOOLED EDGE 3/4' X 1'-0' SN.IWTH GREASER ? FOUNOATION PLAT! (2) - BOTTOM DOWEL AT 2'-0' ON CENTIM. Qj • '• CENTER IN SLAB. . . . . • CLfAJI 0'-3' _ p • p • • 4' FDK DRAW WITH • • % ill h '' FILTER FABRIC ► DRAW ill • SEE PtJJt l ROCK - TYP. I 1 OPENING 4 LOADING DOCK - TILT WALL 5 STOREFRONT ENTRY �r - 6 INTERIOR COLUMN AT FOOTING -"- 2 SLAq AT WALL OUR JOINT 3 SLAB EDGE AT DOOR 13-4 r r DOWELED "NT INSTIiXTKk1S: �- S3-2 1 •1-0 - 53-3 1 •1-0 1 -GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES- TYPICAL SLAB REINFORCNG 2 -CARWALI.Y REALIGN BARS AFTER TROWELING SLAB 70 INSURE OAR IS PERP'ENOICUL AR TO JOINT i (jQN1 Y AND NERMuIY NOTE: GUARDRAIL REOUHM.D WHERE 3' ■ 3• a 1/�' ANGLE WITH � r•` A QIE BAA HEIGHT ',� IS 2'-I' OR 'ACHER. --� •GREAS! ENO OF !SLA C 6 STUD ANCHORS - y -ALL CONSIIRIlCT1011 JOINTS TO BE COIR CONTROL JOINTS FLY.. HEIGHT EDGE AT 12. O.C. -�. GENT PLATE AT Hit '3 -SEE PLANS ATH) SPECIFICATIONS FOR TYPE AND -� /4 AT 16' O.C. PR04CT JAMB - SEE 4 LOCATION OF JOINT. 16' AND BEND IN10 BLAB 3' EocE ANGLE. NITRE Rt'V1S�.OIt$ ?.' ' �► COFMwm MAID. QR•11D •� :A •�., �t7LD. 1 Q LEU �NTR , ,�5?lI�LT Y FON-88 /SEE PO in / � 51A001N, PAINT, �, %Z., 1�,- --.I Of 1 1/Y CII, STD. PIPE RAILS �/ ` 2-04 CON r. rl'o R /' IMMEDIATELY -- ---- R CE �;. BACKER 00. PLACE � I AFTER SAW CUT (SAME DAY) -� y SAM4 JOIN 1/5 SLAB DEPTH. I - 1 1,I2' CIA. PCIS AT 6'-0' A.C. MAX. I bun Dial. } t$AwImG TG OCCUR AS EARLY � ,.-- SLAB EDGE AROUND AS POSSIBLE WITHOUT SPALLWG CONTOUR GROUT 10 DIRECT WATER PERIMETER OF PIT AWAY FROM F•1P9 /4 AT 16 QC. EACH WAY I m"7L CONCRETE. 00 NOT WAIT UNTIL THE ( I BLOCK-OUT INSERT FOR HANDRAIL WITH FOLLOWING DAY. I I- �. - ( , y NT I = I :- (2) OPPOSING /3 TIES X ) ---� 11P. PANEL IRI".i. EXTEND I ' _I I •'UNDISTURBED VERTS 4 RENO INTO SLAB 1'-0' • -� EARTH i -- 1 I , MATCH FOOTING FOOTING SIZE AND REINFORCING \ REINFORCING -r;• e. ,2) 04 AY TOP SEE PDN. PLAN `j ST it +4 AT 16' ON CENTER EACH WAY .• 3. SHOP BL STOP REINFORQNG 0'-3' lb Wi��%3� CLEAR OF JOINT 1 -6• y / FREE DRAINING (GRAVE MINI BACKFILL POUR JOINT � 'I -•�' %�r WET SAWN CONTRGL JOINT FOOTING SIZE ANO RElNfORCING h c Q 1 PAINING OR GRADE 777 FON-60 F TING SI TXJN PLAN J /� (3) ?4 LONGITUDINAL 9 DOCK LEVELER PIT .1 S / 7 FOOTING STEP - DINT C. DETAIL - - 1 , 2' CL s:F°''_3° 3 ` ' '' ' 1 CONTROL J ( .) _ / � _ i �I►, .a` • ; FDN-12 1 •1 0 , It2 -1-o _ — ff 1 ': ..�c, o . •I 1 4 BENT PLATE RD 1 a o o E 0f PIT -t13DS DIA • o 3' 'l 1 HEAVY TOOLED GROOVES FULL WIDTH AT EACH TREAD ' 6' 6• 1 I 3/4' RADIUS NOSING ► •. /4 NOSING BAR AT EACH TREAD WITH -6' FOR 'HP' LESS THAN 3'-0' DOWEL TO MATCH INTO CONCRETE MA1' 1 W Pi POND 2'-10' FOR 'HT' -0' TO 4'-6' Au 3' S-3 EW& TREADS AS F'EOUIRED SEE PACH. _ 11* MINIMUI, 8 RETAINING WALL 10- DOCK LEVELER PIT x - -- - - - - - - - _ S:SITE4 1 1 O� - SFON-31 1/2 1 -0 I I I I I - �,REINFUCE LANDING SLAB WITH - TRENCH GRAIN - 1 /4 AT 24' O.C. EACH WAY N X 1'—� ,L�.4• SEE CIVIL _ - - _ _ _ _ - - - - - - - - � FACE OF CONC TEp PROfFJ, s-_- E 46' 0.C-y ti 1N D - - - - - -• " — \ • g_D• __ 5'-6' 11' 1'-.0. 176BS 9 y�% '�'�•; + 'g`�e - - S EOUAL TREADS 5 AT 11 EA. , S 1'-0' �. . • • 1 1/2" = 1 1/2" T.S. HANDRAIL •� OR>!ss vt Q' 1 • • EXTENSION PROJECnON 1 1/2" 16 GA. EXPANDED Mn_ 1 • ` oo IN FROM POST. RETURN 1 t/2" x 1 1/2" T.S. TOP RAIL AND TREADS AND LANDING. o, . AND CAP AT ENO. POSTS. POSTS AT ENDS, CORN S SLD TO INSIDE fAGf `` Y CLEAR o o , AT 6'-0" O.C. MAX. OF EA STRINGERN R 6' MINIMUM - 12 \� COMPACTED FILL TYPICAL l`-lcpll�s IZ/31/qG • `- 1/2"a 1/2" STL PICKETS E0. • . I n = r BE ONDCWITH /4 BARS AT SIDE WALL RADIUS - • ' 6' R IIRETE SPACED, 3 3/4" CTR. MAX. �4 AT 12. O.C. EACH WAY 12" ON CENTER EACH WAY ERS O /GRIND CORNERS (TYP.) (2) N __ CONT. ;c T� \SMOOTH • it ;� NOSI.14 4 MIN NOTCH CHANNEL n -- 8' FLANGE FOR RAIL` I'T FLOOR 11 LOADING DOCK STAIR 12 TRENCH DRAIN DETAIL L - �1 �1A �� S2-18 1 1 -0 L 3 X 3 X 1/4' X 6• L__ a VAN / LOVNGIwv C SITE CSt 1/2' 1 -0 - W/ 3/4' DIA. DRILLEr ANCHOR - BOLT. 3/16" FILLET AELi TO MC 12 X 10.6 r' 1e 1 >IE INSIDE FACE I' t < 1 1118.iAPM / IVIPOVI- 1"a 3/4" CHANNEL OF CHANNEL BOTTOM RAIL -J L - 1 - }. 001411UUM Q MMIN 1 8' MC 12X10.6 3,116. L - .� y 1/8-V x a PORTLAND. 0 KELLY s7�201 (503 222-4453 TS IX 3X3/16'. W/ 3B' X I•• -r 1'-•0' DRILLED BASE BOOLn/(2) - 1/2' CIA. — u L 3 X 3X1/4' x6• W/ 1/2' CIA. DRILLED r ' -8' CMU, REINFOR;ING ANCHOR BOLT. 1MELD TO CASCADE INSIDE FACE OF PER SPECS. EA. STRINGER BOULEVARD /5 VERT. TO MATQ4 WALL REINF., EXTEND 24' CENTER INTO WALL CONC. CURB 13 STAIR SECTION /4 CONTINUOUS — STRSECT 1/2" • 1 -0" 'r.,nff TIGARD. OREGON 4 • • 6' UNREINFORCED 1 f/2'dR. CONC. SLAB rwo�er n . 911678 ` ' Har NO. - VA rti 4 2 (2) - 04 CONTINUOUS • FTG. REINF. n � 2'-0• I g3'r'xlrez�a •MIH 9/RM• t � FOUNDATION } 14 DUMPSTER ENCLOSURE FOOTING DETAILS S3-14-78 t 1'-G VLIAK PLOT DATES: 1/24 16:28.24 S INFORMATION ON THIS DOCUMENT IS NOT 2/7 16:56.54 111Q/r MA , APPROVED FOR CONSTRUCTION UNTIL A 2/1 11:51.36 BUILDING PERMIT ;RAS KIM ISSUED. 958785-3 2/2 /96 9:50.40 10487 SW Cas.-ade 61vd PLM 96-0033 PUP 96-0096 25 0141 -IEC%-0053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MIC 1110FILMU) +�j;J1IlI1i1l1l1 11111111 1111111111111111119,11191 Milli T11111111111 11!011 M�MI O11MM ' �nli+nhmhin mihln nninn illallm Ilnlun Inllnll nnhul nnlau nnhm nninai�n,!�III nnhul Illlhm au{Im unhm�lnbm InllunllnlMlnMnllml nital Dahl!!Iminll nniai mllml I►aIlII Ilea aalaa nl►Im 11111 n1 w e P» •T/i• i.3,' �'r CCa .f s GIRDER LOADING DIAGRAMS 7 S MARK P d --�-- -- r TYPE) ;KIP$) (IN 1 AX�AL LOAD GIRDERS (TOP C.H,)RD) ( - y2._,J" 52 0• 52'-U" 1 L 44'-Q" " - --- -----—-' -- - - I I — ----------- --- , P P P F F' _�._ �.� )3 2 52' ,�' F NOMINAL SPAN _ 44'-0" � 8" X 18 GA LITI I STUDS I - - CANOPY BELOW ' — SIMPSON "MSTA36" STRAPS AT 16" O.0 TYP. TOR -`� P p p P P P r, SI ACROSS FIRST THREE JOISTS ROOFTOP WALLS 2 X 8 AT to O.0 I 2 52., EXTRA 2 X 8 (FI T) BLOCKING: AT CANOPY TART JOIST LAYOUT 8'-0" +� Z L _ / FROM WALL AT 48" O.C. ALIGN S_-0" '� FROM GRID (OUTSIDE FACE OF WALL) W MTT18B ANCHOR AT WALL L-_G _� UNQER ROOFTOP ALLS 2 K 6 AT 12" U C. W 18 X 35 { - SEE `g=67 _�r /LIGHT GA L y� T9 W. I lF SEE SHEET 509 FOR I — , �F31) 3.L 4tl' STT FRAMING I N NOMINAL SPAN - 50'-0" 2 X 6 Al 112" 0 C � - l �J 31 Sc �_m 1. P P P P P P 16 `-)w \ I -- ----- --- - a �- -� O.f ,. - ' L' SiMFSON "MSTA36" STRAPS c 1l i j `a 48" !1 7k _ O tDLL. 5_6 FROM WALL AT 46" 0 C AL IGN C N)MIN 4L SPAN 51 0" I ACROSS FIRST THREE JOISTS {(I1 n ) O1 ♦ v a^ -- SEEMeBB ANCk10R AT WALT --- < O 51 F' p P P P P �' IE 5w — 1� S-6 28K DISI AT Is-0 F , tp1 13 2 4d" NOMINAL SPAN 52,-U.. -t 7k - y J S 6, t ry s2G 7N 13.xk C , P P f' P P F l E 5k `,2G 7N 1 3 2k _k - - - I - 2 -OB -- -- � �1U :'N. 13 �k 526 7N 13 2w 1 - _, C', T B X x 3/1 ('A A (� \ ! P ST NO EA � 8 �E1 1 3 2 48- N, MINA; `>PAN - `,0' fl" 'w `4 I --�_ — ( - ' r l B ACE. DI TION L XTf.ND WALLS-6 LEDGER TYPICAL 1 4 X 10 RECTL UNDER -- .- I P ST T� SPAN TWEE JOISTS,- - LY - iE.5 P P P IF' P _ �- - � t 7w SIMPSON 'MTTtBE' ANCHOR _ -- E" DIA (7 A- DNA OVAL. •s 8 I l 2� t _ P.7 4 X 1 C ON TI U U� ' i L. _ I _ �6 - 1i F 1 4i3 AT 4'-0" O.C. E 7 1 2 I I I ,SPACE,EOUALh AtllNdy_. I - _ 5-6 ^-+ti• , O C 4' 0" PA'T END 1` � + 7-6 q1 8 _U. NGIMINAL SPAN = 44'-0' 280( JCI 51 - (�J �) (� n WALL ^�} - - .�- _ �'l 8 �) BErWEEtil.')ANDC8) t 1 ) CONCENTRATED LOADS TOP AND 80TTC41 CHORD ARE. FOR SPRINKLER MAINS AND _ - -- --fi _ - 1 I r F ,, MLCH,NyI AL LOAD& SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LVA(; ►0 23'=5 I -_ ----- 39�=" '.^F , 52G 7NI 5. 'N 1 12w 1 5�C rN 1321 52G ON 13.2w 52G >� 13 2_ k _ 52G 7N,13.2w ' )( O ( S 2 ) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD T 0 t 2w J OF 600 POUNDS LOCATED AT ANY POINT G)N TOP CHORD -� A) (B) C � C I " D (C) t T DESIGNED FOR TWO ADDITIONAL. CONCENTRATED LOADS 3 ) GIRDERS 0 BE 4 �_ OF 300 POUNDS LC", .ATED A•( ANY PANEL POINT OF VOTTOM CHORD 2 X 12 AT 240 'C. 61 -� e ` -6 BETWEEN(!) IL '' iIMPSON M TT28B" ANCHOR 4 ) AXIAL :GADS SHOWN ARE TJ BE TRANSFERRED THROUGH 81cARING A T 4'—�• 0 C SEE T(� UNLE:.S NOTED OTHERWISE _ I -� 14 5.) DIMENSIONS SHUYVW ARE NOMINAL. SEE PLAN AND DETAILS FOR � 5-1� J I I T g-0" O.C(2) - �'S-6 ' I ' - 2HK .u,15T A BEARING CONDITIONS, - 6 ) WEE3 CONFI;ORATION IS AT DISCRETION OF MANUFACTURER I _6- CANOPY BELOW . . - UF -- - :� GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. I B ) NO NET UPLIFT FORCES ON GIRDER 2'-f/1" . O F T 0','•�„ 4Rr. 'N ' 3 ?K 48C ON 112k 480 7N 13 2k I 4$G 7N 13.2k D ) ) DESIGN LOADS: 25PSF LIVE LOAD. 48(. 7N , s:w 48G 7N 13 ik 15PSF DEAD LOAD o '. F I BrI Icn (D1 1a_il Et o' . ' % 146 I I _ - , 1 Al24" 0r/ T '/ 2 x 2 V .--• - I 1 _ dK ��1$ AT 8 City 4f Tigard SIMPSON MTT28B" ANCHOR „ _ P1an Review for - - AT 4'-C' O.0 -- I 2Q-1(' 0 1 - 29`-U" G0'_1 -1. tJ „F �1r , I 21 -6" 21 0 1' 0 T G W 4► F. - •� �� F ; ,- - --- - Building Shells 11 I E • LOADING DIAGRAMS 25 "/ 13 _Z5'' �_(a R & Site Work JOISTL �D S. -- T°W I" I ' ' � T 0 W --- - ---- 3: -o" --- .� — 32'-_n.. February 23, I9'�6 AXIAL LOAD 32'-0" 32'-0" ONE -r ----- — MAkK JOISTS STOP CVORD) - - - _ .. - - - - _ ZONE II ZONEIII - W MFR IIF) NO '�--�III _ II _. i�1Lp PROF,x W(TL/LL) Kc.�O►NE6'9�n3 `8K , K r'(1� NOMINAL SPAN- 41'-3 " NOTE CNE END SUPPORTED BY WALL Q -- --- - '9�\,,,OREt�ON�, v W(TL/LL) y \� I ; � /*FIN I t, hK 1 1 ROOF FRAMING PLAN BLDG. 1 rKP'!�� t2hll'lG Ni)MINAL SPAN- 41'-3 -" SK ` r 3 ' 4 0 C NOMINAL SPAN= 41'-3 VOTE ONE END SUPPORTED BY WALL W(TL/LL) _._ i �aK � ,.� AN DOlII�LET1 / L c4i h� 1 tF KNA NOMINAL SPAN= 41'-3 NOTE: ONF FNC SUPP,'RTFD BY WALL OOPlI�1N3 ELd�B� IA1 49K 49K B 36K EQUAL EWAL EQUAL 3933 S.W K0.LV AVENUE PORTLAND, OREGON 97241 (593 222-4453 ,G 1jQ 28K - - WOL/I I PLAN_ NOTES: NOMINAL SPAN= 41 -3 NOTE SUPPORTED 8 WALL At(A) _ ROOF PL_Y_W_OOD NAILING SC�-IEDULE _ CONCENTRATED , ALL AT( -- - ----- 0 - INDICATES CONCRETE TILT WALL SEE SHEETS-7 DOWNWARD OR l 'WARD — Y NAILING _ PLAN CASCADE BOULEVARD A S C A D t ZONE BOUNDARY k PANEL EDGES OTHER PANEL FIELD REMARKS DESIGNATION 2) �� - INDICATES STUD �IALL B O U LE V A R D ALONG PURLINS EDGES _-- I 10d AT 6" O.C. 10d Al f" U C 10d AT 12" O.C. _ -- --- CENTER _ __ - -- - l) ROOF SHEATHING TO BE MIN 19/32" PLYWOOD W/ SPAN RATIN; OF 32/16 AND STRONG - _ - — AXIS PARALLEL TO THE PURLINS TYPICAL NAILING TO BE iOd O':"1LS AT 6` O C A r PANEL 1 11 10d AT 4" O.0 10d AT 6' O C. 10d AT 12" O.C. _ EDGES, 12' O.0 IN FIELD SEE NAILING SCHEI JLE FOR SPECIAL- NAILING NorE� nl 1od AT 3" O.C. 10d AT 4" 0 C 1Od A T 12" 0 C. _ 71 4) SUB-PURLINS TO BE 2 X 6 D F /2 AT 24" 0 C U O N k 1.) CUNCENTRi,TTD LOADS TOP AND BOTTOM CHORD ARE EOR SPRINKLER SANS AND �fS�e�1,O.Aja SPRINKLEP BRANCH LOADS APE IN THE UNIFORM DEAD LOAD 5) X'-X" OCSIGNATES ELEVATION OF TOP OF FRAMING TIGARD, OREGON 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD T 0.T\ (BOTTOM OF PLYWOOD). ABOVE FINISH FLOOR. OF 30(' POUNDS LOCATED AT ANY POINT ON TOP CHORD +' 6) _X'--x" DESIGNATES ELEVATIONS OF TOP OF WALL ABOVE FINISH FLOOR, 3.) JOISTS To BE DESIGNCD FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORDPALO Poo 1 0. W� rwowcr►a g►,�e78 4.) JOIST BRACING IS AT DISCRETION OF MANUFACTURER 7) D S DESIGNATES DOWN SPOUT ' nArl . 2-23-96 ' 5•) ALL JOIST BEARING DEPTHS TO BE 2_11 " UNLESS NOTED OTHERWISE. r+f wsloni OA rA r I►1'IIN. V) l 4.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, UNLESS NOTED OTHERWISE. 7.) NO NET UPLIFT ON JOIST 8.) DESIGN LOADS. 25PSF LIVE LOAD 15P5F DEAD LOAD v„ w , �Mrer rant , ROOF FRAMING PLAN BLDG. 1 VLMK PLOT OATES: 1/24/96 16:23,3 't 2/7 /9'�4 16;58.1 INFORMATION ON THIS DOCUMENT IS NOT 2%19%98 16:�y 2 37 ammy No. r APPROVED FOR CONSTRUCTION UNTIL A 2/21/94 11!31.25 BUILDING PFRMIT HAS BEEN ISSUED 9S87AS•-4 2/22/94 9:52.24 f "' s; 10497 SW Cascade Blv� PLM 98-0033 ILL F311F 96-0098 26 0!41 MFC 96 00:.3 IF THIS NOTICE APPEARS CLEARER THAN THE, OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED I�III�II�IIII Illllll�llllIliitli�lllll l illllll�lilll lllllll�llill rirlrlljTT�l� II�IIII�II►;) IIIIIIIII iilJill�ili{o �f�lil�liitl�l �hlilt!�i�l �II!�1111�1111 IIION M01610"061 III!In�ul�lnli Inli)ullnnhnl nnhm Ii�iinn un!nu nninn nnlnn i�;)!�.; �.ihminulnn nuh�u ntlilnn nn{nn nnlnn nnhui onion In►;;lnndlnl Nnhnt�nrNni iarhi� utlin ulhm uIN ai{n 11{n1i udlm �d , a R 17 zi f � ttZ,r fin•J "I `'� "" I kP,:F 2 4 J 6 J I I x. GIRDER LOADING DIAGRAMS r - - -- } --- 51'-U_ 54'-'_0_ 52. 0" MARK P 11 GIRDERS AXIkL 1_t;A0 TYPE (KIPS) 11N ) (TI IF, CHORD) A 5Z" I _ I 12.8k 1 Ok- �[ N TE (sq 48" r-B ACINI, AT BOTH AMING AND WALL e �Y i I I i NOMINAL SPAN `G -U" -�_ i E TRIES APPLIES � 41'-0` IBI 51 P P P P P i✓ , TO EACH ENTRY 21 Gk �� 2 x 6 AI 12` O.C. ANOPY BELOW I 12 Rk - - - SIMPSON '2'�" STRAPS 6'- ��CANOPY BELOW (B1) a8" ACROSS FIRST THREE JOISTS I i I I START JOIST LAYOUT 0" NOMINAL SPAN �0 u•, FROM WALL AT 48" OC. ALIGN (�- 314 X 36".C�51fl" � �� 8'-0" FROM GF ID (OUTSIDE FACE Of WALL) - - W/ MTT288 ANCHOR AT WALL � -5 1;"8" C-1 r Till _ \5-t3 �--- 1L . , , . I 2 X • AT t2" 0 C I 9'- m1T SFE g I . Z Ai116 _. .I ! 2 X R AT 16" O.C. I H ' AN G W CC ) 52" 19 o" S-6 - J�1�Tjl�'iyl!�' !}I !�! _ -- -- - A * dk TOW T{� 1 1 L,,e — NOMINAL SPAN: 50'-('" Y [7- I 8OC 48' " K 1 H GA M TL UDS ' --- SIMPS "MTTkW" ANCHOR K v N , l SAT t CC EXTRA X 8 LAT) TU-8 'v v .E BLOCING U UER E,1 �� 1AELH UNIT Y P F P P �' AT 4 -q" O.C. SEE 7 - - r C) I U - ENO ROOFTOP W 1 _ - -- < _ - S-6 v II o o o _ 0 ,HDR _ -_. -p. I-• - ._ :=. _ - '� I 1 9k - I -t- w - 2 K JO'_ S-ATI 1v I I ' , - - ' - , SIMPSCMI "MSTA36" STRAPS � /n1 �'l• _ __ _ ACROSS FIRST THREE JOISTS g �Il 48" -- - 1 _ - - - - .. NOMINAL SPAN. 54�-0" --- � �J �y' � _ _ '-R 4 -_r L i DIA. STL E 4-0" PAST/ � , � -"- FROM WALL AT 48" O.C. ALIGN ); kACE 4 ME 'H \T S x t5 3/16" POST TEND F E AC E D OF ALL (T P 1 I SE M 88 ANCHOR AT WALL BRAE ADD iONAI 4 X 10 BELOW SEE g I �t w �Lr �L k - �-) L�1 (w) n I�j POS TO_ �P �. dE f EN ISIS 24'--9" �o) It 5 6 9k i J t i Pk �0 F 521,1 7N 17 tik 51G 9N 12 8k I192,2 k 11 48' I �' ~I ``-2G 7N 12 8k 1I,' 7N 12 8k NOMINAL SPAN 54'-0" I 1 !"' '� tJ II �- • (E) � F R U- I(� RT -4 2 -9'" .I. + F M<?l H IJNI1 I I --- _ I\) 5Y ME H UNI _ -RTU I �+ _ I - F I MECH UNIT j 'j 12 Hk lr'J 48" - J415 S AT g�0,. p.0 2 - CH UDHT c86 NOMINAL ''SPAN 52 0" h4'1`i \S BETWUN(DAND@. AND BO(TOM CHORD ARE FOR SP INKLER MAINS Al I ) CONCENTRATED LOADS TOP Q MECHANICAL x �]•�� SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD �,. ! S-6 - GIRDERS TO BE I)E`,IGNED FOR AN ADDITIONAL CONCENTRATED LOAD i j I ' 0 F SIG BN 12 8k i 2C 7N.1Z Of 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD. i 52G 7N t2 8k �� 52G 7N 1Z 8k 52C, 7N 12 8k 2l, f 12 dk I .Q I C 3 ) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS 3•_6 CA) E OF 300 POUNDS LOCATED AT ANY PANEL TZ POINT OF BOTTOM CHORD. T O r �" �- s (.F4z) 2 I I E \\ uJ A ouND -+-- •. �.. � • • F. - 4 DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DLTAILS FOR .� - -;�1 F - - S-6 I8 SE c• ErH. = RT -S 1 BEARING CONDITIONS. fE'WFENl1)ANt,�i tl UNI it MF(H UNI _ R U-4' SIMPSON "MTT288" ANCHOR S ) WE9 CONoIGURATION IS AT DISCRETION OF MANUFACTURER MECH. UN`7 { C ' AT 4' d` O.0 SEE I I I A? DISCRETION OF MANUFACTURER. 1 I ( I � 1� Z K }OI A 1 g'_0.. O � 6 GIRDER BRACING S j I 1 _- _- _ - 1 / � �� �, �• -LEDGER TYPICAL N() NET UPLIFT FORCES ON ;;IRDERQ- A 1 DESIGN LOADS 25PSF LIVE LOAp. 15PSF DEAD LOAD. -- Fit RTL 3` _3' OG of Ti sur ` MtCH KNIT - } ME� UNI F1 r�F . 4t5�• "N t1 Bk 46C. 'N 17 yk 1? 8k 4dG 7N 12 Bk 48G 8N 12 Bk. �48G 7N 12.gk .--�'. • .0�--- _ -- --�-_- _ -'-_-_ __ *---- �E;1 ► , - - Plan R� i� ir � .. (A.� BU @ F1 -29'- W` �'t ��.. I - -FLCANOPY BELOW 1' ANt.:' 6I . 'µ: - - ,RT -2 I Building S a 1. MF_ UNI — - - -1 1 „:., i , O I_ 1 1 MECH. UNIT MECH lJNll ' . I �i Site S " Work 1 R LI- I p" O.0 I & M JOIST LOADING DIAGRAMS ' �' ' ` ' jpi515 AT g Z;Il I,NI T , , 26K , , , , , , ' ' , , �" %y`. M Febnwy 23, 1"6 0 AXIAL LOAD •' - 21 0 PROt W M R " +- I —T41'-\ �pE F, MAINK ( 'LF i NO JOISTS (IUP CHORD) �� ( - 1 P� .r .• �_ - r" - Rn� 7 2t -2" 21'-c" f v � 7� f • -�--- -•1 - t 1 1I 2' '- -��f 0 O F OF O F 21I p 0 9-0" o f - W(TL Ll) '''I I )F 1 0 F { MEC UNIT `1—L ( I 0 W-- - - - -- - - - -+► 1 J I'1) 107 • t k I - ------ �rmr�e� D S. 0 5. 3211 2 W NOMINAL SPAN= 40'-0" �/ I• f D S. D S. ,LK ' 1125. \w NOTE _I71NE END SUPPORTED BY WALL + T 0 W I we=0" ' e' B I I R. M W(TLAL) �5-6 , �)t;pIR65 IZ�`3114 G ( _1 16K 211 t rk I _, -- ---- -- _ - -32'-0" ZONE II 40 - -'r NOMINAL SPAN- 40'-0* 32'-0" ZONE a TONE I ' o" ZONE nl ROOF FRAMING 1=16_ BLDG. 2_ - 3 _r �3 1 1" 16K !' r7 - - NOMINAL SPAN= 20'-0" AN DOMEL M 1 LMAJEWM WI TI -LLT McGARRIQL.E , ICNr1►dF ' 11 Hk k4 1 20 16K CONBlUM NOMINAL SPAN- 20 ' 0" 3933 S.W. KELLY AVENUE PORTLAND, OREGON 97201 -_ (503 222-4453 20'-0" �o. PLAN NOTES. 26K ') Ik 171 1) - INDICATES CONCRETE TILT WALL. SEE SHEET S-7 ►wojsc NOMINAL SPAN- 40'-0" ROOF PLYWOOD NAILING SCHEDULE — CASCADE NOTE:SUPPOF TED BY WALL AT(A) NAILING — J ®°�' - INDICATES METAL STUD WALL PLAN B O U L E V'A R D 21 REMARKS; - -- ZONE BOUNDARY Ac PANEL EDGES OTHER PANEL FIELD DESIGNATION CENTER W(TL/LL) ALONIi PURLINS EDGES ----, .. _ — t ---- 3) ROOF SHEATHING TO BE MIN 19/32" PLYWOOD W/ SPAN RATING OF 32/16_ AND STRUNG (E` , '6K 5 1,k I 10d AT 6" O.C. IOd AT 6" 0 C 10d AT 12" O C - r EDGES,A112'L O C T N FIELD PURLINS. NAILING SCHEDULE FOR SPECIAL NAILING T F O C AT PANEL NOMINAL SPAN- 40'-0" 10d AT 4" O.C. tOd AT 8" O.C. tOd AT 12` O.C. 4) SUB PURLINS TO BE 2 x 6 D r"./1 AT 24" U C U O N NOTE: ONE END SUPPORTED BY WALL _ -- - A 35K -01.75K B `�- III tOd AT 3" O.C. - IOd AT 4" O.0 10d AT 12" OC _ 5) T ' - X'-_% (BOTTOM O" DESIGNATES ELEVATION OF TOP OF FRAMING TIGARD, OREGON { 10'-0" 9' " W(TL/U) K PLYWOOD), ABOVE FINISH FLOOR. "T (4) 3Z9 "6k - 6) X'-x' DESIGNATES ELEVATIONS OF TOP OF WALL ABOVE FINISH FLOOR. NOMINAL SPAN= 40'-0" T_UW rnoncr pro 95678 NOTE:SUPPORTED AT WALL AT (J - CONCENTRATED LOADS ARE DOWNWARD 7) D.S. DESIGNATES DOWN SPOUT FILE wo : oAre 2-2:5-96 OR UPWARD REVIPM9 : oA ro • NOTES__ I• I ) CONCENTRPTED LOADS TOP AND BOTTOM CHORD ARE FOR �PRN41LM111AI_NS AND MEGHANIL.AIL LOADS. SPRINKLER BRANCH LOADS ARE IN TH(- UNIFORM DEAD LOAD 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 BOTTOM CHORD. 4.) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. sHErr ��nE . 5.) A(.L JOIST BEARING DEPTHS TO BE 2112: UNLESS NOTED OTHERNSE ROOF FRAMING 6.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, PLAN BLDG . 2 UNLESS NOTED OTHERWISE. 7.) NO NET UPLIFT ON JOIST VLMK PLOT DATES: ` 8 SIGN LOADS 25PSF LIVE LOAD. 1/24 96 6:59. 6 S - 5 DE 1SPSF DEAD LOAD INFORMATION ON THIS DOCUMENT IS.NOT 2/` 96 16:59.58 +"+•rte • '� <�r APPROVED FOR CONSTRUCTION UNTIL A 2/1 /98 11:53.11 �S`• BJILDING PERMIT HAS BEEN ISSUED. 95678S-5 ^/22/98 9 54 23 e lQ487 SW Cascad)F31vd PLM 96-0033 RUP 96 0o96 27 o141 MFC 96 0053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M I('R0 1LMED ii�Ii I r{i{i1l�iiiii �{i{iIi{i{i{i t r{riri�i{i 1i{i{�'{t�i{1{� 1{I{�{i{t{1{i i i{iIi{i��{i1� ilii�{i�i11ii1 �1�11�1I11111 1111111i1I111� ON MWD[a dIMM vIIIInN nninu IrNhNI mIlI1I1{T1" unlnu 1111111 nulnrl 111111111 nnlan In11Nnlnnllnl n111Nn ullhnllnNllul NNlnn ullbm Nul1Nl IUIiln1t1n1hm nlhlr�nN1nn Imhl u11Nn mIN1 Ih II11NN NI11N11 11111N1 1111 al i . ,�11±eRt7�q!grlt. ,.. ;wr!.�^++rmn'.r+...romng+r ^.e�.,.rv..7M.•.n'+.n++nnm-+.1....mar+.. ,,.*.�.-c..n.*,rncs++-w.q+.n,o.n.+.rm^:•.r.+n•.o�w•�wn'�m!>r� .. .. _. _ .„ .AR4lSi1 : i - , r 2 -."14 + ,h. ri. { ./ -�.:'':� �'i•.r ..i , n `yI'a/:a �•: . '�.. � A `� Q 4 t ,('i M 1 P• S X.1 JR y :. +, ! , • .. Y :. -.1 t -t'y" a� ♦ ,.\♦ a ,!tit 1 W=iNf•T.•.r.V r�PLAN I+) 1 I I '1rt fie .. 21 MAILAX PLATE-sfffs 5000 / - 2 X P.1 TOP PLATE-SE1E I I Ib�47 D - a,_0, VHANGM A'N NAailE- 5i! +• -ayi M�.il1� +. ( —ROOF SHIMATHINGssJr­ _ -- - V11'x I V2"x 10'PLATE Std!-R11rs}l LMDCAR AND SUD-rUFMAN EIIIEYOW -(I F H x _ M URPWS MRFLAN 'S -j �" ' a + y (1 EACH DIRECTION) AnQUND sTuo ANG!^RS EA. SIDE OF PANEL JDiNT. AILA 1 4 '� y -♦'x f1'x V2' x r-6'Arka1L.E WITH 2 < +' • Y + -" �- y V4'STSP EIR PLATE AT UNTIR LDi --- ----- ------ -- - ------------------ LLa -v« j� - ; < I I 1 I 4 4 i ---- ------------- we x r-4 Vr x r-s' N� b' - VNtgY _ 6• 4• 41 IV PLATE EACH SWA OF FII N& 3OWT \ war a+• Du. x s•Lows e14 x 2 V2' � Ilclt�a At ii'12.G 4' 1ZOM DOLTS ! NBSOId STUD ANCiIL'1R5 1 - 1 VT 2 V2' Vim'/ MINT Ci•L1Y►4 IIIIIN�/ICINIR+ . 6' AIS:-E FEAT - slEi 4 ►QH T OF JO2Et V2'x r-e'B:AF1Na F'L.An OR wmm W(2)1/4'DI 1. A321r Is1oLTs *+,D Al -4 1/4' r r-2' « r_1 NMiD PLATE , , �CF1 riI!!�t ' JODT E1tY0ItJ -- S IAAL YA IOlis 't F.ITH 00?- '1/4.0�1A. ■ 0 LONG +--- -CGNCREITE TILT-1t -- NC-" STUD ANCHORS JOIST FNR PLAN 4'X 6' X V4• AN"X 90-r STA✓DILUI R � i'�6'x V2' x r-o AWAA PM VO' X 1PLATE 4 WITH 2- V7 CSA. IWAJt'SION ANCHORS - `, n V4 STIFPNR PLATE AT CaR'EE! LINE T.S.COLJ641 PNR FILM JIL STN1L dLIR1;M MR PLAN -- - S'-0. STEEL IwR MR FLAN X HAIRPN! 'j 00 NOT Lm, U. !.. �+ I _ I ( (I EACH DIRECTION) ri STUD ANCHORS 3/4'STAk UMM f•LATY x i'x i' V. GIRDHt P7�Pf..W - ' { t Fes/ IT 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 5 GIRDER SUB-DIAPHRAGM BLOCKING 9A 11:1170* 56-1 11--V-0- 56-2 1 -1 -0 _ S6-3 1 -1� - RFS-4 1 �, -O _ ' t rfal , 2 P.T. 2 ■ 0 LEDGER BETWEEN -"" -2x ronsum TR A,= TDF'PLATE •NCH01�O w 1� P.T. 2 NTH (4)- 1/4" DEA. Gl- 2Od GALV. MAULS AT 1W D.C. 1/6' GAP• SDO-40H"TAW ACROSS FIRST ThBtEJE 7OtSIS f� • 4 WEDGE ANCHORS /PIROVMU 5DARSOM 'Wr-o I AT TIT'• F1R014 11A1.L AT V-0 O.G. TO MATCH STRAP AT HALL a/4• X Y X 4'-0- S BAR O.G W 3/480 AVOWA INSTALL SHEATK04G MAILING CU40W DASHID) '' r d,�► �/ : , � A 4CHM BOLT W '4' EM�14lI'1T• BEFORE STRAP TN. SBI PLAN. 1/2' X 3" X B' PLATE CENTER LINE VAn- TO CED-R61L.tN. [AOI SIDE 0/ BALI i SUB-PURLIN - SEE- /OF JOIST `�.` I ROOF SHEATHTWC -SEE P1JW FOR NAIL.ZIiG I , t t t PLJW 1 —� — _-i 2 x WOOD PLATE CGvTLONAL 1 3/4'LEIVEL) --- _ i a --- - MAZj'!. W=TH TO MATIN JOIST WIDTH. \ 1 2" SUB44j 1"'Dd -m F/r1N 9 4 14 ih• 2" -- - - - ----- l=41• 11ON'r' SElIW HANGER Ah � 1 10 1 2 10 1/2' 10 1/2* 10 1 2 SI�1T1 SEE PLAN Il,. { SD�74 r SIR 71lS ---'-OPEN WW$TEL JOISTS AT 6f-d o C. WITH WW_WALL F' \ ' HANGER. AT S">A. 00WTTION �4 WOOD SCFMG X 13V4•AT W O.C. 7" r V a 1/2' ■ V-10' ANGLE W/__/100" / 7" r 4' a 1/2' r 2'-e' ANGLE W/ ! 'j.. 'i USE SnT`SON "It EACH SIDE OF TOP CHORD CSTAGWIM) ��� f .y (3) 7/e' DIA. WEDGE ANa4CRS. (4)- 7/8' DIA. WEDGE ANCHORS. HANMR. ' w/ NOTCHED BEARING SEAT R W/ 4' EMBEDMENT w/ 4' EMBEDMENT SECTION A SE':T10N A (AT PANEL WONT) 8X4AMSInN ANCHORS W 4'• _ _ vl D.!NVMENT AT 3r_& O.G. U.N.O. OER WEB STL GIRDER AT SIM. ON USE 1 PER PLAN C C2 X 20.1 w 00)-V6'DIA. 2 1/2- TYP. LEpG1tR A I4 OIgS11EiJ A.S. W 4' ` LEDGER BOLTS 7 SUBPURLIN O WALL 8 SUB—PURLIN O JOIST ti ' EQUAL EQUAL I EC.UAL 56-7 1"-V-0--0 - 56-8 J L Revisions for CR MAN W1 ity of Tigard Di s/4 �u A325 DGLTS AT GHAMNEL x Plan Review for 9 STEEL BEAM AT GIRDER 10 [)RAG STRUT CONNI. r;i`Oid Building Shells 6 JOIST O 11LT—UP WALL _ ' "• !' 95676 56-9-76 1 - 1 -0 95676 S�o-,•: 1 • 1 _o 56-6 i -1 -o P — May 2, 1996 NA CA 1' FI.AMCiE TWELD O I"ddlhry�p �, ��,EO poor 1SGA SM. TOP 2 ^I'�, �� 'o : FLANGE SEE FCIRJA& r.i !j r 17ee2 r ADDITIONAL ti!'�O. FL FAS DLA. AT 6' A. THR® ' 1/4' STL. PLATE W (3) - 3/4• DLA. DCONNOCTION -ATypercAL w,. T OREOION - 5h FAS''FI'ER AT i O.G. THRU P1_YWOOD INTO SM. FLANGL E.A. P.T. 4 X 4 LEDGER W 3/4'DLA. A329 13OL.T5 1/4' X 3' X ? 16 GA. STRAP AT W-0 O.C. w 3/4' DIA. DRIL LED S.'OE OF SM. Wks �DQ"AI�LSION ANCHORS W 4' EMSEDIMEN 1 STL. PLATE AT ANCHOR BOLT W 4' 04NO AND tI CONGRETl1i PANEL. << rte.��v NF1D FlAakiER C'O�. WALL AT 3'-4Y O.C. ANCHOR CIO) Id X I I/2' NAILS INTO JOISt METAL ROOFDJG I'tCl1t SP41�--'-' FN IR. FLANGE TO 14GA 2' FLANGE 2 X 6 SUB-PURLIN W/ PANEL L --- - SM. TOL' I SGA SII•IP-.M r SERIES _ ti I DOLT ., p x 4,"IJrGFK7R TDOLTSAND FLANGE HANGER 0)EACH At TCP BOTTOM AND t.v. 1/4MINTAL I! •' '! 1 - a C 12 X 20.1 W/ 00) • I SIX3•�•PURLIN F'ER ♦ 1 •I 3/4'• 24'O/CY GK.�P1' 6 h s \ Ve DIA. DRI"M A.S. L`� M-AN ;d/ SIMPSON / 1/7 X 12' X 12' `� M. JOIST PER PLAN 1} r SERICS HANMR EMBED PLATE 1:/ (4) W1 59049DI w S'%4PSOPl MSTA36 ACROSS 3/4' DIA. X 3' NEI SON 11/?' W HANGER HAT CHANNIELS AT EACH END @ GeAM At 4'-P•" O.G. TO ALi.�N �;� 5TL1D5 AT 1'O.G. _ - _ � W STRAP AT WALL - P.T. 4 X 12 LEDGER W/ 3/4' DIA. AT O.C. T h� w6 TEK SCREWS r----- 2 1/7 pRLL1,EL+ A.B. !a! '4' EMBEDMENT AT EACH TiB.l55 ROOF JOIST PER `LAN STL. BEAM PER PLAN PANEL AT 24' U.C. } CONC. WALL P STEEL SEAM PER PLAN ' W/ SIMPSON 'L D' HANGER - 3 Ilr x 20 g.. METAL 1 AN LV�e1V► GONC. TILT WALL STUDS , KNA�LF L3' x3'xMi�la. _ I, t 11 I SUB—PURLIN AT STEEL BEAM 12 STEEL_ CHANNEL A T WALL 13 STEED. BEAM AT WALL 14 ROOF JOIST AT SKEWED WALL """�1JT1NOB'1Q"�1° 95E76 56-11-76 1 - 1 0 95676 56-12-%8 1 - 1'-D 95676\S6-13-76 1 1 -0 - 95676 56-14-76 1 - 1 -0 �• �� POOTLAND, OREGON 9P2U1 3033 S,W. KELLY A'.ENUE (503 222-N53 ^� v J 16 •16 GA. x e' 'cc' STUD 3 16 1% % 40 3 16 � 18 GA. X 6" METAL TRAM( \ S r J/16 3/e' X 1'-0' X 1'-0' EMBEDDED �!j' • r ' 1e GA. X e' 'CC' S GIDS CASCADE PLATE W/ (4) - 1/2' X 4' r AT 16' O.C. NELSON STUDS AT � \ �; I''I - , \ \ . ) 1/2- PLYWOOD W/ 010 scREws 20 GA, CORRUGATED METAL---------- L; BOULEVARD 9. O.C. EA. WAY l 1'' r i• STEEL PIPE - l • 3/e" KNIFE PLATE I�I ! { � ' o+ AT 4 O.C. AT PANEL EDGE'. �- CENTER to 6 / BRACE 3SOL-T Y �T . 12' O.C. IM FIELD. BLOCK ALL I' ! n s OWN FOR C4-RLT,r a — _-_•_0 0 3 16 ----- EDGES. 15 CAN'OP Y AT DOCK 1 1/7' DIA. PIPE BRACE r - - _ - 1 W DIA. STEEL PIPE • :r `\`•� TW14�1Rt ea�NOTCH AT DIA.~�� 1 CAN 76 3 4 - 1 W/ 3/4' DIA. THRU p _ AT E.�. END. f I 3/8' SIDE PLATES (4 `IDES KNIFE PLATE NOTCH PIKE / 1 1/2' �I ; IIII�IgI F1.' NOTCW FOR KXVR PLATE I --- QTS e X e X 3/16' POST AT Kn,rE olA' Ililll!II I/2' IQIIFE PLATE W/ 1/4' KNIFE PLATE 1b M' TIGARD, OREGON �' `.. .Y _-0 0 77 Sim ARCH. 16 11 �� CONC. WALL M -- TS 6 x e x 3/1e' 6ee76 rwo.�r M. . Ir4 _ l i l'I Il !. - / _ e' X 1e CA. STUDS _ - &Ar+w. I 1 I;I , t . P.T. 4 X 12 I/4 �.1. AT 16" O.C. Mvr Y 1+ttt+ !I F r. . 2-23-96 e cN1l naL Rltrnslex+ STEEL SADDLE L,,,. I I 1° e : • MANGER X 4' !I Ijl �� TM eULT S _ 1/7 BASE PLATE -- I f `I to CA. MIL TRACK CONTINUOUS W 0 SCREWS AT 6' O.C.. 3/16'- VI '' 1.1W (4} 3/4• A33 it I STA(,',GERED. T5 6 X 6 X IS e x e x !/le' "I IllI TWRU BOLTS Posrs NAILER CL 3 1/ ' 12" P.T. 4 X 6 CONT./ �� ,R" 701ST � BEAM LEDGER W/ 3/4' DIA (�ll DRILLED A.9 W/ 4" 1 R�T1 WAL BLOWNG BENEATH ] EMKDMFNT AT 4'-7' O.C. 1 II 1rr�r Tn�1 2 X 6 JOIST AT 24' O.C. u '„' !: t. 17 BRACE CONNECTION nETAIL `\`{'�W"LlLn IWO, x 10 IxREcn.r 19 WALL FRAMING FRAMING W/ S;MPSON '06' AT ,,il,:, �; — 56-17A 1 1/2- :"1 -0 CA. END — - /`--'•`— �,•�.�•�" 18 BRACE AT WALL SO-19-78 —'' 2 - ' —o DETAILS V24 PLOT 16:X22 7 11:1.34 16 CANOPY A�KS �° S - 6 56-16-7e 1 - 1 -0 INFORMATION ON THIS DOCUMENT IS NOT ?/1 96 11:SL4B IMwt M ' APPROVED FOR CONSTRUCTION UNM A 1,2 /96 18 3e BUILDING PERMIT HAS BEEN ISSUED. 956780-6 2/32/98 6-96.49 10487 JW Cascade Blvd PI-M 96-0033 BUP 96-0096 26 of 41 MEC 96-0052 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 IXK'UMF.NT,THE DOCUMENT IS OF MAIIGINAL QUALITY. MICROFIL;t I , .3 IIIIIIII1IIii II Ill4 mmw,1lpl Il ��I�itli��l�l1 �I�I�I���IIIi ��Iilil���lili rirl�lmll� illlill�Ill�i (1111141{111 ( illllli�lllli titltl�(11tiII �I�I���i�l�l �I�I�II��l�l ' lulnn Inllnn mllltuhl1 ��nliti►uninn utlinu nnl�m nllllln nnlim nnl�li hnl{II�I Iulllul u�Ihnlinulnn Ittllnr�il�lhrll n111111111tIh1n nnflnl indmf 1111Hu unim mlm�n�lh utn� n�niml I(Ilil�l 1RIa 1n i i , y � � a A' h' '+� ;,'k' '1�= ,•i t�fl . - .. . `G �P 1i •:r .,fir � -ti, k, «�.. !'� LOCATE CONNECTiON AT M'0-HEIGHT AND 1'-0" BELOW e. Si,jt, leagers, plates, et C. Ernbedoed it or in contact witr - - ---- TOP OF FRA'JING ;2 CONNECTIONS PER PANEL JOINT) TOP OF FRAMING, BOTTO STRUCTURAL NOTES concrete...........Pressure treated Doug. Fir /2 f. Posts. ............................... ..DoLgios Fir y1 BOTTOM WHERE P>NEL JOMIT OCCURS r,i BEAM LINE, LOCATE OF PLYWOOD ONE PANEL CONNECTION AT MID-AEIGHF ONLY. GENERAL 2. Root, ficor and woo sheathing tc oe APP Rotea $neathcnq, Exposure !, - ..-3- X 3/8` X 1'-0" FLAT BAR ! govern 9 g conforming to ,APA performance standard PS 1--83 onrt to ICBO NER- 106. See 1'-0" 1 WITH 2- 1/2" DIA X V-6« NELSON _._ BUTTERFLY CONNECTION 1/4- PLATE x 0'-3' These notes set mininum standards for onstruction. she draw-n s drawings for required lhici<ness of sheathing and/or $pan toting. Instoll - ')c- I DEFORMED BARS BENT AROUND EXTII X 0'-8" WITH 1/4" SLOT AND 1/2" DIA CENTER aver the general notes to the extent showr.. roof and flow sheathing Oil long dimension perpendicular to supports and 2 /4 CONTINUOUS AROUNDHOLE. BE;,iD T AND BOTTOM LE LUNG 2 Conttoctor Shoff verify 01) dim*n*,ens and cirnditions on drawings and it stagger and joint$ (unless rated otheriol ,n drawings). use spacer tool to PERIMETER OF PANEL JERTICAL /4 BAH BY 4'-0" . ,� IN OPPOSING lurid Coordinate 100060ns of openings thio n Moors, roofs and walla provide 1/8` end and edge joints, inclumnq torque and groove joints DIRECTION; TO FILL JOINT with orch,tecturao, mechanica and eie tric li plans. Notify Van Dorneien Install 2 x 4 or thicker blocking at unsupported joints in wall sheathing. TYPICAL PANEL REINFORCING EACH SiDE DO 4 Loo,jeng0 / McGorrigle ; Knout Consurtini Engineers (vIMK) of any Block roof or floor sheathing wnere noted on drawings. / FOR 5 1(2" TRICK PANEL - , I NUT OVERHEAT diacrparcies. 3 Framing anahars, joist hangers. pas: cops, etc. To be `Simpson` of app-,; ELD EACH LEGveo r4 AlAT 1 -2" ON CENTER EACH � 3. Contractor shau provide oil necessary temporary suppo I prior to comps,tion equal I - WAY - U U N T-8" LCNG FILLER RUO BY JOINT 3/16" 4" DO NOT OVERHEAT Of wrticac kind lateral loud syste•ns. VL AK hos not oven retained to provide 4. A I bolt heads and nctS bearing on wood to be provided with a washer. 41DTH + 1/8" any ser ciees relatso to job Site safety yrecoutions, of to review the means, 5. A4 nailing to be per Table 250 of the U.B C. Nals called for on the j TWO CONNECTIUNS FOR EACH - 2 112" 2"x 12 1' 2IAx x 1d•6r" 1'-SON ANGLE } meth00s, techniques, sequences, or pro:edures for the contractor to perform drou,ings ore to ire common nous. SIDE OF PANELS AT MID / work Unless ws are Specifically retabtdd and c.or ensated to da otherwise, b Cutting ona notching of joists not allowed 1" diameter hole ma be drilled HEIGHT AND V-0" BELOW INTERIOR FACE DEFORMED ANCHOR BARS BENT P Y P g 9 )° y t TOP OF FRAMING , 2 1, 2" X 2 1,/2" X 3/8" X V-0' ANGLE (POURED UP) OVER /4 x 4'-0' VERTICAL our work is iimitea to the oesigr of wwk described on our drawings for this n the center 1/3 of the member depth. An other holes to be approved. �, / 'Al'H 2 1/2" DIA BY V-6" NELSON Project. 7. Studs mu, be notched in the lower 1/5 of the height of stud for electric and GEFORMLD BARS BENT OVER EXTRA 4 Wnere reference is made to ASTM. RISC, AG or other stondaras the latest piumbong pipes, but no part of the notch is to be deeper than 25X of width _ ! r - - iss,e shall apply. at stud. Noses of diameters up to 1,/3 of width of stud troy be drilled in �� 4 13Y 4'-0" VERTcCAc S. Inspec'ion and orStud. { (S-7) 3 - / tab supervision is not provided py VLMK S-7 S-7 6 All work shall be in strict compl;ance with the latest edition of the 8 All laminated beams to be Douglas Fir with Fb - 2.4 ksi per RITC 117 - - -___ Nor a Un;forrn Building Cade (UBC) as omanded by thvr Stote of Oregon and all other Specification. Comb-neti0n 24F - V4 for simple span beams, all others 24F - 2 y5 FULL HEIGHT AT EACH state and local building requirements that apply. V8. Lominoted colunri to be any combination symbol and grade wail- Fc 1500 SIDE OF OPENINGS Ai BACK U RP W 15UX OF 7. Design Criteria: 0. Basic roof live load.... 2S poi minimum oral E 1,800,000 per minunum. Appearance grads to ba OPENINGS 1E55 THAN 3'-0 //Sq. Ft. inoustriuf, unless otherwise noted on drawings. AITC or AP.A-E.WS. r X 7'-0 STOP REINFORCING EXTERIOR FACE U 0 N JOINT WIDTH. b. Kind. ...., UBC BO mph Exposure B CerGficote required. Use waterproof glue. 2-0" BEYOND OPENING ` - L 3/4" TYPICAL EAR 3/4" CHAMFER AT ALL C. Seismic .• Zone 3 - ' WHERE 2'-0" EXTENSION IS \\ �f'� `�C�LR EXPOSED PANEL EDGES CAULK JOINT AL 8. Mechanical equipment, mechanical Grid sprinkler piping larger than 2" STRUCTURAL alt MISCELLAVEOUS STEEL = NOT POSSIBLE PROODE VV EXTERIOR FACE U. 0 N diameter or any other ;toms producing a hanger or support load of over 50/ 1 Detailing, fabrication and erection shall corform to the steel construction 4 90" HOOK x 0'-6' ADD TIONAL ,VOTES AT DETAI, ADDITIONAL NOTES AT DEiAIL 1 shall be hung by a system oppro eld by M MK. My Hanger or support pruduc n;T mon ai of RISC. `_' - a 1004 over :Oaf Shall have od`fiionol framing installed to transfer these 2 All 6teel to be A36 except as noted i 2 NS AT TOP AND BOTTOM 40006 to the main structural booms or wall uniese otherwise approved. 3. All welds to be made by certified welders to AWS stonoaros wttr, F70XX OF ALL OPENINGS EXTEND 9 These drawings hove been pr*porea solely for ase in the construction of the ofOct Iodes. / 4 2'-0' BEYOND SIDES OF OPNG. Cascade Boulevard Commercial Center located in T,gord, Orego,'. Possession of 4. Unless noted otherwise, bolts to be A325N for steel to steel connections and S-7 t�MIiERE 2'-0" EXTENSION IS tries• druwrngs does not grant o license to construct or fabrica,e the whole, 4307 tot anchor bolts ono connections with wood Provide standard plots \ % 140T POSSIBLE PROVIDE � Of Parts of tni$ project :n other locutions. *"more under all Boit heads and nuts it contact_ wth wood. 90' HOOK x U-6" 2 PANEL CORNER CONNECTION TYPICAL PANEL JOINT 10 In performing our professional services, VL.MK has used tt.ot degree of core 5. All structural lub,n to be ASTM A500 Grads B, Fy - 46 ksi All steel pipe 3 3 _ - 1777-1'-'J' C- � FDN 1 t 112 -1 -0 ono SkM1 oromaily exercised under similar project circumstances by to be ASTM A501 (F y - 3b ksi` or ASTM A53, Type i it S, Grade 8 (Fy - 35 S- \ A- S-3 � FINISH FLOOR N T S. 1 members of the profession it this locale. No other wa(ranty, either ksi). _ _. expressed w ,mpl,ed, s made it connection w it, o„r rendering or 6. Ali light gouge steel 16 gouge and heavier shall be formed frim %tee: of -- ---- --- profess,anol services ASPA A57r1 Crade D tsltr Fy - 50 ksi. Light gouge steel IS gouge and lighter --- shall be ,armed from ASTM A611 Grade L with Fy s 33 kap. Delon and SITE WORK fabricate dgmt gauge steel bK AISI stat dordf ----- -- ---_ - ---- --- ------ - 1. RMnove Off organic m,ater�al Ono t0pso,4 from a,.as under the building or 7 Da not oversize yr.+leu or punched notes with burning torch. candor paved areas 8. AIi drilled on �anejon anchors ;nstalled ;n concrete to be one of the 2• fill material to consist of a gron-tor material kir conditioned site following. Red Head Tfubolt Wedge Anchor" by ITW/Romsst (I.C.B 0 /1372); material Race fill in ifts not to exceed B' and compact to 93% standard "Rawl Stud" by Rowlplug Compory, ins. (IC•80. µ014), ar `Sup-R-Stad" by 1 TYPICAL TILT-UP PANEL AASHTO '-180 vnosr footings, under paved areas and under Noor *fobs. u S.E. Diamond (I.C.B.O. 03119). Other drilled exparstun anchors are 3 Hose material ;mmediotely under slob to be B" layer of compacted crushed acceptable rriy with prior written approval of engineer install all ` y - FDN-1 1/4 wt -0 (Oct'. anchors per manufacturer's instructions. Prooce minimum embedment una t 4 See spscificcCons for aaaitionol info-mobo, spacing unless noted otherwise on drawings Special inspector, of expots;on y anchor instollal-on not required unless "Ctf'Cally noted on dtow ngs. y FOUNDATIONS 9. All drilled pox, on-*ors instalred n zoncrete to be one of the following: FOR REINFORCING CALLED OUT EACH 9h p p g report D , D y F ) FA(f (E F. ) LOCATE 1" MAX CLEAR 1. DM+i soil pressure 2500 st I L las Dl per eotecnrncor r ort repared u "Epson Ceramic ti E ox Anchor" Dy ITW�TiamSet (�.C.B O 4185 or "Anchor-It ----- �--Tri'. PANEL FEI►�f C Ge *Chniccn Resources Incorporated ootid November 1, 1t,& Fosterling Systems" by Admesives Ter_hnalJny Corp (I C 8.0 µ39B) Otter l/ OF EACH PANEL FACE 2. All footings to Deur on form, und,stufbed soil of approved compacted flu drilled epoxy anchors are acceptable orl, w.tn prior w-itten approval of ` 3/4" CLR _- - xANDREL PANEL r Its srJ rvw t I mini.num 18.. below final grade Notify VlMK before prodeaorg it any unusual engineer. Instal all anemors per morulecturer's instruct,ons Provide \ r--1 1/1` CLEAR conaitions are enccintered in the footing excavations. mn,rnam embedment and %p,ane unless noteo otherwise on druwongo. Special LR ~-� /2" (2)- IF7 BAR` FULL i LENGTH MINUS W-O", 3 Do not exeovots closer iron 2:1 slops below foaling ercavoUons insp*ctian (e required of on dr�-ed epoxy anchor instat.dtlons. N PANEL THICKNESS 'F CENTERED 4 Clean ,n tooting sxcavations of loose material by hand. 10 All drilled expansion dncror* installed in concrete Ono unry to be "Roo Head AS S(yECIFIED 5 Excavations may be mode under continuous footings for pipe* Bockfiu to be 0ynubolt sloove Anchor" by 1TW/Rarmeet (1.C.B.0 /1372). Cost onchor bolts v appraVed by VLMK. or other drdleJ expansion anchors may be subllituted only with prow n r mob wrtten approval of engineer Frpaneion bolts nstciled in masonry to be _ xT CONCRETE instolled in fully greateo cefls, ,n an area which leaves 0 m!njmum 3 inch n Strength. A.er a concrete atren th a$ oetsrminea b job cost lob cured d4tonce to Co edge of tf a masonr unit and n n;nimwm clearance of '--1,1 3/4" CHAMFER AT SURFACE _ _ �.4- /5 VERTICAL BARS 1 7 1 9 9 y j y g r EXTERIOR FACE U 0 N _4�POURED DOWN (2,- / BARS FULL l �-(3)- N7 BARS FULL coirder to be occor^on4 to mm,mum requirements at 20 days plus increase inches to the center of the cress web. Install all onchors per EACH FACE WITH ,03 TIES l� LENGTH \ ac u LENGTH MINUS 8'-0", depending or tie plants standard deviation as specified ,t ACI 316. manufacturer's mstructions Provide minimum strbedment and spoc,rg unless AT 24" OC.- U.O.N. ON PLAN li F CENTERED + 2. Minifr,m mix requirements: noted otherwise on drawings. Spscia, inspection of drilled exoansion anchor TYPICAL PANEL. EDGE Location Compres6ovs Stump Min Admixtures nctallation ,s not required ,.mess specifically noted on drawings. BETWEEN PANEL. JOINTS "n 3 TIES AT 12• oc 91 strergth (a) cement t (jest) content STEEL JOIST 1'-4" _`HOOK ENDS OF VE�:TICAL REINF 1 Stool joists small ne assigned, foor;coted and erected per SJI Stornam0 *--HEAVY POURED PAT n 4" N 1" CLEAR Footings 3000 0-5, 5 none Specification z 1. Camber all joists wAh standard cambers per atove Standard Spec,f col-or Slabs on 3500 2-4` 5 1/2 WRA (b) uries* noted on the drowTge 3/6" BENT PLATE W/ Grade G.C. (d) 3 Provide bridging a$ tolled for by above specifiCOtion*. Do not ors slotted 3/4" DIA X 6" J-BOLTS (interior) holes in bolted connections unless approved by engineer. - AT 2'-0" 0 C , STAVARED 4. Provide shop drawings and calculations that irdicate joist sites, loading. Slobs on 1000 2-4" 5 1 v 2 WR A. AE (c) member sizes, panel point locations, cambers, bridging and any other EXTERIOR FACE U 0. N Grade information that may be ertinent to the tab. Shop dfawrngs snap be (exter;or) slompeo b; an engineer tithe product eng;nner) registered in the State of NOTE RUN ANGLE FULL HEIGHT AT ALL OVERHEAD DOORS 3- r"S CH FACE o Oregon. PANEL EDGE ANGLE BARS EACH FAG: Reta9 3000 2-4" 5 1r2 WRA/P120 (a) S. Provide nspection report prepared by the p'uduct engineer certifying lnat O� PANEL JOINT W,/ AT PANEL JOINT ryolls the gists have been fabricated cccordonq to 11110 design assurrtpt Ons and R13 TIES AT N L C j requirements Report is to accompany the joists on delivery to the Ofoject. U O N ON PLAN Tilt Up 35OU 2-4" 5 1/2 WRA 6. Joist erector shoo exercise extreme core owing erection of joista to ADDITIONAL NOTES AT DETAIL -- I Panels prevent the joists from buckling laterally. use spreader ba• dor ift ng joists and provide lateral tracing as necessary Remove any damaged jo,sts Miseelldndoat 3000 0-5" 5 *PA from the job site. Do not attempt to reinforce damaged joists. PANEL EDGE DETAILS EXTRA REINF. ® BM LINE E SPANDREL PANEL EDGE DETAIL a Slump exceeding specified iimlts shol, not be Incorporated In tre LIGHT METAL BEARING STUD WALLS frN 4 1 1, , =1' 0" 7 FON_6 1 , il -1 C rl_- 7 S7-8 1 =1 -0 project except by written approval from eng iosr. 1. Steel stud framing *hall be installed as per AST1d C754. b MALA ry water reducing agent 2. Metal stud wall tracks are to be attached to Concrete Moors with minimum c. AE - air entratri Ment 0.14" did, X 1" penetration powder-drjvem rostemets spaced at 24" am d Up to 1 1/2X col. chloride (C.C,) allowed during cold weather, centers. s. Pozzotec 10 (PT20) required for concrete placed betew 40 deg. F. 3. Metal studs of* to boor on full width of top and bottom track. 4. Stud spacing to be 16" on center* 3. Place and curs On eonetete per ACI codes and Standards. 5. Wall coverings to be attached per JOC Table 47-G or Table 47-H. • i 4 Provide control joints A all interior slobs on grade at 25'-0" OC each 6 /'6 gouge screws tq be used to connect metol framing 0xcept of noted on thn City of Tigard way moximum unless otherwise shown on plans. Provide heavy (3/4') tooled orawongs ;EE AFfr_N `✓ Onto at 30'--0* O.C. in all exterior works and slobs. I OR ADi1'L - 5 SISeVee, pipes or conduits of aluminum shall not be embedded in structural SPECIAL 'NSPECTIONS �47 rx concrete anless effectively coated. The followirg special inspections are required. Provide engineer with copy of TYPICAL PANEL INFO Plan Review for 6 Concrete Curing and Sealer: oil inapsction reports. PANEL ff a. Preparation: All forms and srcavationt to be moistened before plCLng t. Special imspection required during the taking of test spec)-ons Ord ploCinq REINFORCING 3,'4" CLR CRiT1CAI 1 t v�� ­TYPICAL concrete of all reinforced concrete except slabs or grade _..�--.� �-.��,, - � _- REINF. Building e &, b Caring compound: Burke "Spartan-Cote" elft 14% solids or approved 2. Special inspseticn required of oii concrete re-rlorcomert prior to concrete e. Execution: placement. I h x 4 x 3/8" X PANEL WIDTH W/(3)- A706 BARS 1- _ 1. Slabs on Grnde Soul inferior slabs with two coats curing compound. 3 Spscioi inspection required of all structural welding unless wording is done b x 1 -0" (2 HORIZONTAL, I VERTICAL) {3)- /5 X 2'-0" - & Site Work Apply first coat urnrrediately after slob is finished. Spray edge" as in an approved fabricators scop. Au field welding requires special r' CORNER *nor as forms are removed Apply Second coot of 90 degrees to first nspeetton. Special inspection or welding may be performed or a pur;odlc BARS coot wren 0n trades ore rnielned just prior to occupancy. Floor is basis per U.q.C. Section 306.(A)5.8.2, CONC WAIL PANEL- �� PANDff1.l_ 1 NEL FROM INSIDE FACE S �r I9 to be cleaned and hydro-washed before Second coat. 4. Special nspection required el aI high strength bolt (A325) tnstabot,ots ' r v • ANEL 70 Q OF VERT BARS 2, Wo.a (fight broom finish); 'teat concrete tilt wall panels with two lnfpeut or sholl be performed after bolt t^ftallat on is complete per U.B.0 ; ` p coats curing compound. Apply first coat immediately after blood water Section 306(A)6. \\ Sf'ANUREi `EALp PROFfJ,� is gone. Appiy second coot perpendicular to first coat after first 5 Spavot nspeetion required at qn drilled, epoxy uncnara in concrete err ; coat has substantially dried. Second coat must be applied the some mosorrry \ _ . aS i 1/2" ; 17841 '' s= 2 � �' t 7131;3 day as the first coot. Apply curing compound to panel edges at soon f I 'r. r. - + - as forms are removed. SHOP DRAWINGS 3. Footings: single coat. Apply at Boor as blood water is we. Provide shop drowirgs for all structural products delivered to the project. - on v �" d. Wet curing/membrane rr"rlr,g: Contractors option, Any concrete may be wee 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 stamp of an Oregon licensed engineer (prod.,ct engineer). Such drawings *hole 1T g" - - / __ Q4 -„ � _�_ FIN FLOOR � ��C�.`ORELiOPf�, Engineer (Eg Footings moy be cued by covering tightly with vlaqueen.) certify that the draiiii have net deviated from the VLMO design in ony way, of small car, to the attention of All that the product engineer hos deviated from 3j1" 11alCK "ALERT TF" BEARING PAD - a• REINFORCING the VLMK design drawings. Such deviation may be Coude for rejecting tine Shap "1 I -I 4 h SHAPE TO FIT BEARING AREA % �1 1. All reinforcing Ateel ti be ASTM A615 Grade 60, except ties, stirrups, and drowings. SHA THICK "ALERT N BEARING PAD dowels to and install to be Geode 40. > r SHAPE ?U FIT BEARING tREA � 2. Fabricate anal instdu reinforcing steel according to the "Manual of Standard Practice few Detailing Reinforced Concrete Structures" ACI :fondard 315 to CONC. WALI. PANEL 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing in poured- 1 f; ht im-ploce walk and footing* at all Corners and intersections. 6r�f 4. Splices in won reinforcing shall be lapped 30 diameters (2'-0" minimum) and I r shalt be staggered at least 4' at alternate bars. 5. All openings smaller than 30" x 30" that disrupt reinforcing shall have an - .- _-- _ amount of reinforcing equal to the amount disrupted placed both sides of T 0 FTG. - ' opening and extending 2 -0" each side of opening, 6. Provide the fotlowing reinforcing around wall openings larger than 30" r 3/4" CLR CRITICAL _- 30": a. (2 #5 over opening x opening width plus 2'-0" each side. I - ------- - --- B. 2 1T5 under operinq x opening width plus 2'-0" each side. �/ C �2� M5 each side of opening x full story height. TYPICAL PANEL � � 'AN DOAAEL.EN / L D. Pro-.Ads 90 degree hook sof bars at openings if feg0fod extension past REINFORCING yy�����/��� ��++ / 9 MLF openin cannot be obtained 7, Provide {2? N4 continuous bore at top and bottom and at discontinuous erid9 of all wall•. 7 SPANDREL SUPPORT DETAIL " SPANDREL SUPPORT DETAIL /� A' x`.13 SW KELLY"�'�� B. All wall reinforcing to be placed in center of wall unless Shawn otherwise - SECTION AT STEPPED 1"A!VEL r ,�-g 1"-t " _ STEPPAN 1" s 1 -0 I PORTLAND, OREGON 9t'i201 on the drowings, - J S7-10 1 1' r)' l 9 - ovide dowels from footings to match all vertical wail, pilaster, and _ / column reinforcing (poured ,-place columns a,d wall*). Lap 30 diameters or (S03 2:2-4463 2'-P" minimum 10 Alternate ends of bar* 12" :n structural Nabs whenever possib,e. 11 Provide (2) p5 x Opening dimension plus 2'-0" eorh side around on edges of openings larger than 15 x 15" in Structural slabs and place (1) #4 % 4'-0" •n°'e`r , at 45 degrees to each corner. CASCADE 12 Contractor to provide design and additional reinforcing required for lifting til t-wall$. 13 Provide shop drawings of spanu•el panels for review BOULEVARD CONCRETE BLOCK CENTER 1. Design Cm - 1500 psi. 2 All CMU units to be Grade N type 1 lightweight units per ASTM C90 dry to intermediote humidity condition per Table No. 1 .3 Mortar to be per UBC Table 24A, Type S or per manufacturer's roc^�mendotion to reach correct strength. Grout to have minimum strenq:h to most Design strength and made with 31T minus aggregate. Manufacturer to subm it data cf minimum 30 previous prism tests an samples with similar mix design- for v mortars, grout and unit members with an average strength of defier I'm x TIGARD, OREGON 1.333 psi prior to construction. If 30 previous teets are not available may tett prior to construction minimum 5 prisms ungrouted and 5 prisms grouted for 28 day testi, to verify f'm. 4. Contractor to prepare and test 3 grouted prisms and 3 ungrouted p61ms per every 5000 square feet of wall, during construction. orf ENO No tiy3fl78 5. All work. Shen conform to Section 1402 through Section 2412 of the latest er t rvo oArs 1 - 18-9 6 Uniform Building Code. 6. Reinforcing for masonry to be ASTM A615 Grade 60 placed in centore of cells of 'allows (unlrlsa otherwise indicott!d): rttvnawa aAr* : drscrtl►sa$r O. Vertical: 1- /5 O 48" o.c. plus 2- MS's full height each side of coer'ingS, urfes$ shown otherwise on drawings. b Horizontal 2- R4's r 48" o.c (first bond beam 48" from grouna floor) plus 2- jf4's of top of Oil and of such irtermediate Moor level. c, Lintels: Left than 4'-0 wide----2- N4's in bottom of B" deep ,Intel. 4'--0" To 6'-0" wide----2- R4'9 in bottom of 15" deco lintel. d. Corners and intersections: 1- 24" x 24" corner bar at each bond beam some site as horizontal reinforcing. 7. Electrical boxes, corl and plumbing shnll not be placed in any cell that contains relnforting. WALL $►tett ern• S. See drawairs rei for additional reinforcing. 1l�A L L PANEL WOOD FPAFAING DETAILS A N D 1. All 'umber species and grades to be as follows (t.nless otherwise noted) a. Joists, beams and stringers......... ...Douglot Fir #2 S T R U C T NOTES 6" nom. And greater beams and stringers. Jot,glas Fir IA• 2L 7 PLOT DAZES: D. Bucks, blocking, bridging O mise .......Doug. Fir Hem Fir N.3 x/7/96 17 :3 c. 2 c 4 tlockin ... .. .. Douo Ftr "4tudf nr "Std" O INFORMATION ON THIS DO(:UMENT IS NOT 2/1 /96 10:32,10 APPROVED FOR CONSTRUCTION UNTIL A ?./20/9 12-0.26 srfalt No S - 7 better 2/2x0/96 16:44.10 d. 2 Y 6 studs o* larger . .... ..... .Dot gena fir #2 BUILDING PERMIT HAS BEEN ISSUED 95678S-7 2/22/96 9:59.21 I 1048'SW Cascade Blvd pLM 96,0039 81(IF 90-0096 29 of 41 1 MEC 96-0053 IF THIS NOTICE APPEARS CLEARER:THAN THE OCT 51998 16 DOCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 111111111Jillltl�llli�1111� 1i111111�11111t rllllll�l11111 1111111111111 1 rlrlrl?��I, 11111111 111111 1111111111111 1111111 11111 11t1111�111111 11111111111 111i11!li11�1 - nate Mat.Ot111M niltut uttltin tnth;tlluuluttUtnllnl unlnn rndn�i tu)lun utthutlnnhm niiluntmilnn nubm 1ml�nitilnlait wiiini nI(hm ul)in+nnnam mbn� dna 1c�hnf;fnrhln tillrtrtrthni nrrhrrl nrhen nbrii nnlnii nrr;iru I ` ► * 1 'Y 1 p ti .—,•mss .n�.�.' .r 2 #5 ACItM TOP OF PANEL TO OF PLYWOODFWW^ pT MA TOP OF FRAMING. BOTTOM TOP OF FRAMING, BOTTOM - _ - - --- _ , 10P OF IRAI�!'Q!r ODI7OIM -� OF PLYWOODPLYWOOD " �w .s n 111 1/AlES TYF4CAI PANEL REWWOO CMNG L—J a 1/2" T111Ct( - + 1 ` �y AT 14 D.C. EA. GONG PANEL TYPICAL PANEL REYMFORCWG TYPICAL PANEL BE�4�aiG TYPICAL Pdl� RtBIidlCBifi F LOCATION AY INDICATES #0 AT 14- QG EACk 11.r a.E OR /6 AT 14. O.C. EACH W B Tl. THICK G_� _ - SEE FOR LOCATION OWI PANES - SEE V FOR LOCAII�I I `�J (7) - � 11�TS. EA 6) -� VERT'8 EA. FACE ICU*% NT. i i I I i I 1 (�) - tTS. EA. 1M/ /3 24* CLAT C i I (I I I I I i f N01CI►TES I i If _ w�#3 US A — i 3 3}- vERTs [AGI FACIL 7' Tawe' 24 QC. I a AT MT. / /3 11Ct CONC. PANEL I ` I INDICATES I I - I I " COMIC. PALL ., b VTjt T E.A. FACE . . ; i I _ Af ;At EDGE _— - --- _ --- REVEAL INDICATES I - - -- ---- - t S 1/2' TWCK I /4 T�f AT 24' QC - - - - _ LONG PANEL - - -- -- - -- _ - - - AT INDICATE s 1/r THK9( COMIC. PANEL _m - --- _ N TES AT 24' QC . ---•---------; Fait :! 2 /0 BARS AROUND OPEIMK• -- --- _ _- -- - - - I I -- - -- 1 ♦ ♦ 1 , or 1 • 1 AT SIM. BOTTOM I - --- -- _ _ _ I I - - - --- - =- _ - -- 1 .♦ x x• OF OPENING TO BE _-. ,______-_ — F1Nt5H ILLrJR A Ls ♦• @mow Fl. (SNO'wN - --- FLOOR - I �F1MSN I LOOK N.T.S - ---•---------- j — - _ _ .. ___ �. _ --- — - --- — i18S14 rt S~ - FOM FLOOR N.T.S.— DASHED) - - - 2 /4 ACROSS BOTTOM OF PANEL 41 4 PANEL C ELEVATION.-- 5 1/2" THICK A - 2 PANEL 6 ELEVAl10N 3 PANEL ELEVATION 1/4 .1—o 1 PANEL ELEVATION — �� PNL-Al 1 4 -1 - L-A 1 4 rl - „h TYPIC PANEL NOW. .. TYPICAL PANEL REINFORCING >rrE `a TYPICAL PANEL REINFORCING SEE 1 2 4 CONTINUOUS AROUND - ! TYOP OF PANEL �TOP OF PANEL PERIMETER OF PANEL SEE e 2 /4 CONTINUOUS AROUND _ --------TOP OF PANE. METER OF PANEL CCAITINUOUS 7lT1p Of i1IMO. TOP 0f FRAMING/BOTTOM TOP OF FRAkI NG. BOTTOM RIMI!itR RiIrF To PLYWOOD TOP OF FRMG. _ - OF PLYWOOD TYPICAL PANEL -— REINF. /S AT 14' O.C. Z /d FULL HEIGHT AT EACH EACH WAi SRE OF W (�) - A x (2) - FULL HEIGHT A EACH WE Oi OPENINGS CORNER BARS EACH (2) - 05 EACH SM OF l END OF SPANDREL OPENING EXTEND 2'-0' BEYOND oPcrwNc (2) - FUTTOM LL HEIGHT AT E 310E OPENINGS - 2 p AT TOP AND BO ((2) - /0 AT TOP AND BOTT OP - /'.EXTEND AROUND 2' OPEMIM. EXTEND (2 - /S AT TOP AND BOTTOM 01• A:L OPENINGS. EXTEND 2*-0' P EXTEND r-0- BEYOND SIDES OF Of` OPENINGS. IcXTE 2'-^' BEYONC tiDFS OF OPN 2'-0' PAST OP[NINO 2'-0' BEYOND SIDES OPNC. J[ — +: , o s =1 • i FINISH FLOOR M.L I FINISH FLOOR N.T.S. I NISM FLOOR N.T.S. _ _ I u� F " �, 8 PANEL ELEVATION — 5 1 /2" THICK D 6 PANEL E ELEVATION7 PANEL ELEVATION 8 1 2 THI.,K PNL-G1 1/4 r1 -O 5 PANEL ELEVATION ,NI_c1 , 4._1 70' _ PNL-D 1 4 -1 0 C PNL-D1 174--l'-O' TYPICAL PANEL REIN,. SEE e 2 /4 CONTINUOUS AROUND pEp PROLE TOP OF PANEL S- PERIMETER OF PANEL - v`L��1NE ff/� 7Z_ 2 /S ACROSS. TOP OF PANEL � � 17889 � sr TOP OF FRAMING, BOTTOM OF PLYWOOD �<:\C4 'z AN DOMB—EN McQAMKLE KNAIF R. r EKpIRtS i Y/fl/a G CONNULTM ewes l� INDICATES TYPICAL PANEL REINFORCING l �1 6 1/2' THICK S AT 14' D.C. EA. WAY CONC. PANEL 341�.T S.W. REG AVENUE (EE y\ F(V LOCATION Revisions for `�T'�"3 °�00N '7�' - -- - _---------- - - - � � (soy 222-44s� City of Tigard Flan Review forr ' INDICATES Buildingheli,� cAscADE I I I I (3)- /s vERn. EACH FACE I 17 THICK B O U LE Y A R D FULL MCT. W/ /3 TIES CONC. PANEL May 2, 1996 AT 24' D.C. I I I � j i TDP OF PANEL �- CENTER 2 /S AT TOP AND BOTTOM OF ALL ENINGS. EXTEND 2'-0' BEYOND SIDES OF OPNG � I TOP OF FRAMING. BOTTOM 1 �OF PLYWOOD _ _ _ 2 coNTuruous ARouNo TIGARD, OREGON — � TOP AND 90E EDGES OF PANEL y-D• TYPICAL PANEL REINFORCING 3'-0' SEE _ FOR ADDITIONAL gall to I i REINF. THK9(ENEO EDGE FLE NO, - FULL HEIGHT AT EACH (2) - �0 j I i - -- - - - - - - - - - - - - - --'`- - - - - - - - - O/.rll 2 /5 �\ AROUND OPENING. - -- _ - �_- SIDE Of OPENINGS. EXTEND 2'-•0' BEYOND EDGE 20'-•0' nPvl4pa, awn, I PEEN. pt OF OPENING —2 /5 BARS AROUND OPENING �60T. OF P ELY'7"\ 2 /7 BARS Flu LENGTH 7 .1 SEE @ FOR ADDITIONAL INFORMATION FINISH FLOOR 4LT.S\ - 1- W .r rrmv 2 /4 ACROSS BOTTOM OF PANEL 11 PANEL _AK ELEVATION — 8 1 /2" THICK PAN-K 1 4^1--�, WALL PANEL ELEVATION A ' VI.�AK PLOT DATES: H _ " 10 PANEL ELEVATI01'. _ 2/1S//96112:1.476 '� 8 9 PANEL ELEVATION 5 1 Z2 TH CK — — PANELAI 1/�4 --1 o APPROVED F ON OMIT DOCUMENT IS NOT 2/10/96 IS:47.6 >wNPIr+Me. PNL-C 1/--4 1,�, -- APPROVfO FOR CONSTRUCTION UNTIL. A 2/20%!6 16:47.8 BUILDING PERMIT HAS SEEN ISSUED. 95678S-0 x/22/06 10:2.7 s 10487 SW Cascade Blvd PLM 96-0033 YiUP 960096 70 o141 MEC 96 005,1 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 5)OCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED f;!�ili�iiilili ililili�ilili Iililiii�ilili i ililili�ilili ililili�ili;i !Iriri�i��li ! ilili;!1iiilin !I!lil��il►;i ililili�ililt ililit!�iiilil �I!Ii�il!I!I !lii!I��!1!l�l ON a"c"m nihn�inihi�i uuluii nl�lnuln+iln+�unInfill nnhmss�Iinn nllhu�tminnUnll��n nnitnl iullnumulun tminn I> iiimllmltnnlll�;tlnlllnl mInII�+ihns ta>tn n�tltsErr tin ithm rima uln,�nnbm nIIIN1)1111 �.. ...... -_ :..,sr„n,-nwwRa^fT+l✓A.e-'^, ,7ycq'v.o..,+,,r,<m�.,s,m..,T"n.-..4•:-.,:-.,--.r,.,:. -._.. -r,mvw,.,r ,. v., r•.,wr .-., ,.� ,.. .,,.r.v. .-,.., �..,, ._.n„r., ... -, -....•x.�.s„n.s*„A�.. .. !J� r • T; , 6' X 20 GA CC MTL 45'-0" A— FT / STUDS AT 16" 0 C -- ems':i TS FRAME t4� '3 PEk ELEvAT10N « -ry S-9 r TOP OF MTL S tUG LEDGE 8" X 20 GA. MTL - �.'"�'� STUDS AT 16' O.C. i � 8" X 20 GA MTI. w STUDS AT 16" 0 C ` TS 8 X 8 X 3/'16" \ HOR" MEMBERS TYP / I 7-T 20 CA. MTL TRACK ' W/ (2) - /e SCRENS _______ 34'-0" AEF_ , P� 3 X d x t HOWZ, AT 16" 0 C TO STUD WALL TS FRAME PER ELEVATION i 6' X 20 GA. M71. STUDS AT 16" O.C. 29'-0" A F.F T 1p X 4 X 5/14 VERT; T 0 CONC WAL 8" X 20 GA. MTL STUDS L ' AT 16" O C. \\ 20 GA MTL TkACK \ / , W/ 140" DIA POWDER I _ ACTUATED FASTENERS ROOF FRAMING I I, 1• r / PER PLAN \ ( f,ONC. SPANDREL PANEL t--- L 6 X 6 X b/16" BRACE co ' I TS 8 X ,1 X 3/16" 8" X 16 GA "C(" MTL - 18'-0" A F F 8" x 1F l;A CC MTL SPJDS AT 16` OC. VT R TI(AL PC)=,T` AN TYP STUDS AT 16" U C B.0 SPOREI. BUILDING 1 FRONT WALL ELEVATION 2 BUILDING 1 SECONDARY ENTRY WALL ELEVATION 3 S�-',CTION AT ENTRY f N TR'r t $" 0" _ EN TR Y 1/8" = t'- 0" 59-3-78 1 4 9 elf L X 6 SLOCKINC, n_ ,a A AT BRACE CONNECTION ; AND AT SPACE EA. ROOF DIAPHRAGM /SIDE OF SUB-PURLINS, ' P TS 16 X 8 X 5/1c, 45'-0" A.F F 3/8` X 10" X 6" � o � VERIS AT CORN;_RS --+ T OTRAME END PLATE J— / — _ _ - Ix TS FRAME / \PER ELEVATION TS 8" X 4' X3,,16 \ 10d NAILS AT2 X 6 SUB-PURLINS STRUT (8" VERT 1 6' OC INTO CLOCKING yCONT. T$ 8 X B X 3/16" } L 6 X 5 X 5/16" W/ '1/4" DIA. SEE S_9 FORTHRU BOLT AT EA ENO YADDITIONAL INfORMATI'M L 4 X 4 X 1/4' W/ 3/4DIA. 8 1 1/2" DRILLED ANCHOR BOLT - T Z A 1 " 8 1" 12 112- 3/8" X 14" X 10" EMBED PLATE CONTINUOUS TS W/ (4) - M5 X 18" BARS BENT 16 X 8 X 5/16" (16` VERT.) 1 AROUND EXTRA /4 X 4'-0' BARS 'v" c A vLl � 34'-0" AT F. - .--- CONC SPANDREL TS 8 X 8 X 3/16"� - - STRUTS BL C BACKTO T.O.STUD WALL TS COLUMN PER PLAN I 29'-0` AFF . T5 8 x 4 X _` - - - T� — �1 �f Tigard O.CON WALL VERT 4 TOTAL) 5 TS FRAME 4T WALL ^ f CONCRETE SPANDREL BRACE `� � 3/16 � •g TS 8 X 4 X 3/16' VERT. -----"•� J Plan Review or T5 FRAME , • • 7� PER ELEVA'ON 1 1 Building Ski i g U TS R X 4 X 3/16" 8 4- STRUT (8" VERT 1 & So WO& AT 16' 0GC. MTL. "CC" STUGG ` AT 16" Or MTLSTUDS `` / 1 Icy Lj, 19% CONCRETE / ' T 14,6 WALL PANE'. rONTINUOUS TS 16 X 8 X 'S!t6" •`'�,.o.me�r�p� � (16" VERT )HORIZONTAL ATX160 CA 0 C AT STUDS TYP 1188$ (4) TS 14 X 6 X 3/8" OL j 4'-0" CONTINUOUS VERTICALS "P � �(11T1=3'3!V 4 SECTION AT BUILDING 1 ENTRY ? BUILDING 2 ENTRY WALL FRAMING ELEVATIONSt,?/s!/�G '.9-a-?8 14 I '.I" - 2ENTRY 1/8" TS 8 x 8 X 3/16" TS 8 X 8 X VERT 1 VERT - r: T (6) TS 8 x 8 x 3/16" ------- - - STRUT TO CO NC WALL I 5 - 1 AN DOWE L,EN / L ( MCGAFFAOL"E / KNAUF 3 IF, OONRLTHO ENONEEN - d X 2 A 3933 S W KELLY AVENUE M l UT, 1 1 %1" PORTLAND, OREGON 97201 x T 1� � (503 222-4453 MTL STUDS PER T5 COLUMN W/ 3/8" ELEVATION w% (3) XBASE PLATE W/ (2) �1? SCREWS THRU j 3j4" DIA DRILLED AB Z SUPPORT �'•f I �ROALr 4" X 16 GA ')TL. 'I" b N SUPPfvRT W/ 205" DIA CASCADE POWDER ACTUATED BOULEVARD FASTENERS AT 8" 0 C INTO CON(_ 1 1/2" MIN - ` EMBEDMENT j 4.-4— CENTER CUN( WALI. PANEL 8" X 16 GA MTI 'JUL) • AT 16" OC TIGARD, OREGON i METAL STUD SUPPORT 9 BUILDING 2 SOUTH ENTRY WALL FRAMING ELEVATION) 1 U TS COLUMN BASE PL-ATE R 2EN1Rv2 1,'fl' _: t'- }� c _ 59-10-78 1' 11'-0' rno.ec. No 95C7d PN F,NO oAre . 1 -18-96 r'EVIOXwe CAT[ `�':A/rem I tNeeT rrrLe ., ENTRY' FRAMING VLMK PLOT DATES' 1/24/96 16:28.24 �^ INFORMATION ON THIS DOCUMENT IS NOT 2/1 12:3,3 eNeet No. , APPROVED FOR CONSTRUCTION UNTIL A 2/20/96 18:49.26 BUILDING PERMIT HAS BEEN ISSUED. 956'79S-9 2/22/98 10:3.42 1 i 10487 SW Cascade Blvd PLM 96-0033 Blip 99.0096 31 of 41 + — -- MFC 960053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51999 IIOCUMF.NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED l�ill�lllll; III�III�I�I�i l�I�I�I�I�I�I I fllllll�lll�l Illllllil!III I t111T�1(Tj111 I�I�fll�lllll illllll�il111 I i�i�lll�i�ljl 011111(11111111 . I�Ill�ill�l�l i�l�l�t�l�i�l{ � Mlall anoc 0 cmm ' ininn mihin iiiilmtliiidm�mdmi uninn nnhm milmil��,�11111 u111nu unhl(Ilnulnn lmhni Ilnhm ut�lmi nninn unhm nninl(i►Ii�Itln mh,�1 nlua�ndi�i�Il�tlnt nfltnt nibn ml�at nhm N�dnn ulbin m1N * 10 �Y. .. 0. �.,,r•., ^IlA1VT 'END cct►�vwMAN � "Omit am"00 ft#*p.O :�eL.M/ elili�ww 0"ft"w VWWW awX• ro waw slawSON"PAU" 4 mW AN f•eML S'IYa;41M eluMr Aeorrr wwmW wrr+r ar ►M on"ivot""les%+ WWW t a as ww.lr velroe ower' OAR Dire A/MMM.M ertirr.AM H�f1' '4►a IMureiMrMen Dwa Aw:w OV ft w V� Iso ;'M Yarenw,�r� oft DMO PWV"Lh-- 84%W l7<ti M Atoo Emeoq�#mo r4wommM• *1 ^p�N-V sft"• M NO We"M cu momm. \ Lao$kw sow Was, Leroom"60100 ire a" 1` am Lwow a wY LM&W ID'tfr' ar" Agra/rw mmomem ori LgAee pm Ke 460*%bompm 216%W Was ' RAo�Ie/r11A�wr lrel' Aer Au*ispb"AwW%W 4Y 4t Lf IMwYdMlI • UWAl s� a=M pm Amro glrr mop* I:xrri1,4G 'pe ; RL n0Wm~LA~ftW Ipe z f'ae (NR)' f v, �n�..�.. 'Y AMP 4-pse Irks �� Ye+p erlw elwwe Nc•�w 4 ry +� rot r a• ' � c.lYwwvu.a .r.w Cae+seur ;•�1 A,,r,L"F ,ire - +� .. �j woeyoM�• sow fpi ""•eN/M i , ' ` y p� y mmo r M�rrrr/ A D� F •r'fi' �;, _ , laaAR '�� ;: ems"m a womb o•01"m 00 NMo►*W M etr M/M iMrA/M wwa fyed d'IMq eweM Nolan, � y ` F 61+17 u P►�6�� ewwwlre MM e r lam'Mo ow#*RrwiiLL p (2111")( 140 "•(1)led .` ; t Al Npw r se @"Mod Ar Pow*@ 0 01100W L.. / Mrp \ / ` 8 � A r4yMrtMMy aee•MOP&60 4 �riOe/et�aw A~r rr.1�r► ' i ILA b PO ,�/ (b p,.- IPA � l PA 1(0 V11 RA � 6 7A;z • �' 2 �-A City of l lgard � 2 !LA 7 � Plan Review viewfor. Building Shells , Ail & Site Werk �&ruwyl 23.. 1996 2 ;'-A \ \ 12, %r� 3DWE I CASCADE \ rH uN� • Nuc ice: ;,� BOULEVARD V ....... _ — COMMERCIAL \ _ I CENTER \ \ - TIGARD, OREGON CA r1, nernrw+ive , oATi, oQMDRPTOM, con,j Z t3"NO 74 LANDSCAPE PLANI to 20'—Ott TEt�EL - • COMMERCIAL OREGON L A N D SC A PE suer rtrLV 1 µ Tile*0 Ire Mrn pnspm I on"-, ler Teeth Ills ",Me. ��* �r allt PMl�ros hlMeesee,Ax Ilse 111 pnniup eat*sI�ANM �t�.l L7 I W�E� Pl�Y!<3ST7.L►ppr I � hooll0ea ler NIS p*d Any SmOMInd rse W#4*66 a �•' eI Ni*8%Slat%INlea pelalsdea Awa TnN MuWV.Me, L A N I) 3 C A P E A 1t c w I Wt C eat PMeeis Mae1a.S peliNll< L1r►.t :,+ !• rr•. ro+ ,• an.4IOIr1 •- .: u ' 10487 SW C3sceoe CIyd PLM 98-0033 RUP 96-0098 MFC 98.0053 32 of 41 a IF 7 HIS NOTICE APPEARS CLEARER THAN THE OCT 51998 i DOCUMENT,TrIE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1 III I�i�l�lllllll Illll�l�lll�l Ill�lll�l�lll l Illllll�l�ill Illllllillill i Illl?}l�ljill I(ill,Illllll (illlil� I i l Ininn nnfnll mihuihmhnl uulan unhnl milnn nnhm Ilnlnn Imhm t11�ImOnnl�nr rnllnn nnlnrrtnnlnu nnh�iruhnl nlrhmmnlrrr�nnhrn nrlrrn rnlnu nr>fnrr tnitnl utrlm�nrdnn mirl��nlriur►unlun nl►h nl h f _ �cYatdlYtlir M �Y1' L`� ..�. ..«_.,IiY�ru.�. _ �— .•,�,�_. .- ._,.....__,... _ _ - M P. - • r 1 -.. _.. ., ..r.,. .. .f. ,n.M1...tp,�,,-;r `t ',�%{.i'e� "+i'{,Y'�9 '!�"„�'+7��f'K?'�✓ 1� IF'i"'•h,-. ��`. � r 1 M14`�, ' It 41 1 Ti 1 Ij a V. y 17 f \ {) \ \ APATCtH Ud( - MN sllwrrK L$ np, \. —�\ So b . � C14 R6H I - — J 4 40 7 l7trJ E sop . . Sop •� ,4 :. .reg ba a } . } \ �F FLo'�1CPS 9 1 9 �. 1 �• �' � � ��--cam_ _ _—.__cam—•- �--»----w-- �"`—_. �.----�— I p: T �� lj lI �I t t SIO l O.G• + " CiT of T agar 1 Plan Review for -- Building Shelb I t February 23, 1996 2 v6� — I \� I rl►oaaor 1 p CASCADE aP _ - SO �J LEVARD Tj- �� , _., \ COMMERCIAL_ U CENTER .- . . t ,yeti +r r+ .r+ - 1, 1j to prop TIGARD, OREGON Poso"T mar x �V ru Nw r DATV r `. 1.;4 LAN08c APE : 1 rr _ 20r_�rr C: O M M E'R CI P E A L A N D 5 C ". Q► «.fT Tin r "a pill AM Not pgmW sod"*f~� 00 • M Mrd f�i II 10497 SW C•scede BW PLM 15-M3 ..,+. 3,.. p' a i�'� .,` ,� t. ik r,, tie r. ,. ,.4 r �' / .•.. SUP 96-000P ,1' , KI NEC 99-0063 ,yP. r, .,M...t•,arI.+ ': '+1 �At a r. lArab tllGe.a� �,,«.o�?";+.r .�llltil:W+ •• "Ms Ar.'F lfia ae�!Jr+. •�`u1�:��wt�fiil+`o -- Oka - --- - . `' ,�a�.d.. •` .. .. .. �, •ti7•dr;;s4d6wa„ •u"l�se+lr.��;..i .i, aM- IF THIS NOTICE APPEARS CLEARIER'THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF M 4RGINAL QUALITY. MICROFILMED Dillno�l�i ilmm 0(momi ltm Iltrhitl utthmUnthnt nnhm utrinn nnhrn nnllrtr tnrhui nrlurl nnlnnhmhm nrrhnr tnrhmU,ylnn nnhn►unlmr nuhm nu�nrh�rrlrNr uiulr nr,�n mtb� nnittr� ndm �htn rhn unll 11 nrinn It;.inuTnt ti� • _ S 4p IRRIGATION LEGEND - C'm 311 PMC Aw Ala"m a" bury nw*m m 12 kwrhea i t •-"*r-• Ids lM"C PM IM so*ono.&ry N*kfran► is*WW& sJNMd 11yrw �1. t CawlrsNe &P A/ US.". i Gaibpre Na =_ saiisalde 10 PVC*0 Ilr mba"under maak, I w s1� I�r1i' .51 Rakow IN& (TEST .'laws no PVC Pon lion r1"for at w"o. sin!lk»e.Awmahr dP o. Shw Sao IY3Lr 1.21 Roka"1504 Ima% ElRarbkd ESA C•24 w�Cartko/sr p.-alesechrtbat. 1J1 felt .31 Rak*kd 1504 104-t-A Q Fcbao ma"Jo MY, 1.5"DOUL4 Chahar 4ck ow PrvrorMn. (��► yF ;; 1� feTi .T► Ratk�ltkd 15004NO-u E Art/VaArs, f.a". Fla low * RWRMd ModN 3RC QW,*CW*W.T f.iTRa4bM 15 a 1d�u V1.Ahs felt vacuo Rakaitid 186010VAN-LA � Ralka3kd Alodrl PERI Elwlric Rernois Cant+ao'Var v. , M 1/4 Itlt. .N Rai4M 1541lQ O Ratma Caid Vm&o Nniwd1k . 11! law 1.30 Ratttbkd 1"0.1IN PJ Ao m e ReyutaNrp Vskv- Wags NOW UOS, 1.5' ft? itR. i51 Ratkhbird 150410 M F }y1 99mm L VALVE KEY 12T? t-� raise Rairrbkd 150412VAN CONTROL VALVE XUAWR 1 2 3 I 6 i 7 i . J..S WI law .AL1 Room a11504160 GALLON PER MNUTE b5 N 57 35 ba Ib ?i !/ CONTROL VALVE SIZE 1.5" 1.6" 1.5" 1.5- 1.5- 1.5" 1.b" 1.5" 1/2 fin 1.85 p4*d d li6&1iH LuLAW'N, SuSHWWORO. S S S S L S L L ' F4d fin 3.11 r2tid"1500,16f CUMrROL VALVE NLf1AMR 5 f0 11 1t 13 14 15 1i \ .. QGALLON PER AYNUTE 60 35 42 23- 31 50 31 31 "f' ( vw.Arc 1159! ;Slits N'aittbd 1500•16VAN CONTROL. VALVE SIZE 1.5" i.5" 11.31 1.i 1.5" 1.5" 1.5" 1.5- ® d Atrt Ck: 2211LnLAWN, S=SJ*WJ GRD. L S S S S L S S.ry �•A1r1d 11•F'l:-T!!-i5 CONTROL VALVE NLOSER 17 15 1i �� l I-C.3 Pal. CA. 22" 1.31 T4111rd T4.PC-1`22-13 GALLON PER ANNUrE f1 .12 21 CONTROL VALVE SIZE 1.5" 1.5" 1.5" O FJ Ci. !tR 270 T-Acral T4.fC•T22-25 LmLANM, SaLISHRINYORL` L S 5 r" „{ ® Pat Ci• 30M 1.00 T•A1rad T4.►C-T30125 GENERAL NOTES: `) #f; 1. Tft plan 's aaNw WK Pict d P01r4 vaAasar, equWmK sic;&*Nm in �{- !' NMW•heat In iinRp A#hhlr4avewr pamebb. 3; NOTIS: 2. ft"Aftft Nftffl midwsslor i wamsls mark. C2mdu a war aaraair it f. Sftft P*Moo`o" 104101 PSL. Dsa`r Prsariiw•aml'f dWj*pati Gear heads-M pal 91111111111L-.ift!lm alrwai�r a/aia 4 �� ; 2. L~hands•1"pa4pa Stiy,#06-4--•it-pgpep Graando mor- it"popip, • . 3. Ver1ri y to emrsh41on boboom prad wseeaysnserrer and A - we polar b 1 1 \ \ WW rook. Nuft In Yoldom pe ard*W of arty d.mVpanob.hsrndaby. _ I. me"Now&*tonna u raid. The aonewcom aha/rw w m*w SW be#man i)OW w par iMiq when N is aovian k1 Me add two 1 candikrr my Aar Now d wAW S. V&*In wolsr promome of Ow point d c..vwcam alv w*00 remabh to •"'' bnofteW mchIftet for appreM prkr",.rry work i. Co-araoirm headkmodone adh lrwoo i... drubs b ormus cOe►0aA ft covwWo. aa0' 7. Prcvkb am vdd0o3ol oar"wins to each m%m a'Ydl r b co mean b► use it evert win AWL Calor b be d Wm*or,d khbeled at Ux" "his'of tcoaaaft. 41 Il - City of Tigard J �s d t Flan Review for - Building Shells - � & Site work / February 23, ]496 i .�- ice' •f / I fit • \ '.i �- � � tel''' '' � �'- '�� �� CASCADE all,. •_MATCH LINE - see shoot L4BOULEVARD -- - ----- / - --- - /'' - COMMERCIAL . S - C) CENTER TIGARD, OREGON ran avao. • ,." MVAIUnM, ar^Tt, TQM/. IRRIGATION PLAN TERSFEL ," = 20'41 C O M M E R C I A L LA N DSC' A PE � O N arsreT rnh a 111*4ATl011104AN ; p►'tir�wiAss Igor Csscier n► &MAK Tft pMn has beech pi In amba w4*w TooM Nion",Ire. �fi�- �•. ,io d e6 pbn wrlort w ftn pmmdoft%a Tai Mum",Im LAND 3 C A P S A R IC H k T g e ' OW P&rdi Ifit SOS k 0 HIMML as hs ,�ru+r xm,t,�, rartLwo. NYt • hN:aFe. arassr Na ?J 1 • 10487 SW Cascade 81vd PLM 96-0033 RL1P 96-0096 34 of 41 MFC 96-0053 h 'i IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 IN3 DOCIIMF,NT,THF.DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED ISI{I{!{I{I{! I{I{III�I{I{III{I{I{I�I{I{i I r{II,I{l�l{I{I{ Ijl{I{ISI{IjI rjtj!•jl!1TIji I I{I{ijl`I;tli - Ijijl!I�IjI{I I Ijl{I{I�i�l}I I,�IjIjIj1�1T1{Ij i{tjl�lji�l�l I�I�I�I�I�I�i� tlw T I1hnliln�lltn uninn nnlnn Imhnl nnlnn nnlnn ni�Inllllc,s�1t1 nn{nu iiahmmujnn unlua nnhni�nullni inl�lln +n!Ini nhm nnN�;;IIn�lr,+, i nalnn nlhl nl-,In ilnn IIHI� cati,Py�-` ..-.w..,.^"y�KY'o...,p ., �.; . '-rrw� .'11NR1"" ..:�M«.�,wf.'0.:.,w'^• ._.,.r a:r;.:! �+'nl...,.+�rnlT•--d-..-..:•,,.w+...-. ...::,wYl1i,.,,.... r .�,,,: ..,nr„ .. . -;�,;.. � ,,,r,�,_._... -,..«_ � ..._ :.r,.,. . «..,,r�' -'.�'""""'^.*.law..,-... „a- -..w.,.>- ....� ., r�ttv.,x . 1 j r a. \ � � - _ice _ _ _ �.i'��♦ � I o E3 if s'' 1 \ ` ' Y if \ \ If 4 I 1 VA ".' �r mw YID-0 !o 414 6.,-* I j _ _ fl 1 \ y 4 /21 a - --- ti _ V4 . .---mss •_.�� - �--•- - • - - , 7 j I I, IL 1 — CASCADE If BOULEVARD w COMMERCIAL -- - CENTER TIGAfRD, OREGON Mmm'r�. ow n. m,n! ra , ��T � 2.23•`f(i IRRIGATION PLAN _ _ TEIMF } 1 of — 201-Olf CPMMERCIALOMOON , MIaIT rirla Chum EK CuCaO ARM18"1111 1: �f a ft Thb pYm has bean pwpalad a>IteeRRwMlr for TauwY Nlnary,Inc. and Ptwmch Il meftm for m In ps Ifift and d*WpgbuM CHRISTOPHER Rei • � •,' bwob u m fav Mh pleat Any wrugmdmA uaa or dup�carml d Oft pbn wrtr ut wrrn pan gWo lean TeWW Nunwq,Inc. LANDSCAPE A I C E1 1-T B C T and P6 mim I nwooms bp IN ww.• TA"An mee 11" Oruro no wu6 40-to .ai a 4 ,IJ 1 10487 SIN Caecade Blvd PLM g6-0033 SUP 96-0096 35 of Al MEG 96.0053 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCAIMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�Ill+lllllll Ihlll11!llll Illlill�lll�l I�Ilill�lllll illlillilllll I I�r�ril�l�l ; I�Illll�lllll 1 1�1���1�111�1 (�I�I�I�i�l�i 1�I�111lI�1�1) I!1�1�1�i�l�l t�l�l�l�l)�)11 III011 weR w o11MM ' IIIIIIII IIIlfllll IIII�IIII Ih1IIIIIIIII1IINl 11111U11 illllflll Iilllllll IIIIItHI IIIIIIIII(ril!;Iti'tUll!III ntllnn nlflrr+nnlun lnllnt�ilydrtt nnlrr rlt�tht►nt'm mhtr tHi{1m Imhlll utlnn�t;+hn .mhn± mlut�autdre�rllllln roll In J Y °r r - µ.. b I - r rq 1 I ; 1 I � r' �r Q>• - r i � . 1 4,� R•L 1� .r I r - -- - }--- - ---� - DETAIL 01 • ' LONGEST PRUN # I" MCH TOTAL LOAD 2.. "'A A 2 GAS ME �� I • (LOCATI TO Dc • • vEiRfFIED W TF1 NWNG) ---- -- FWTAiL 02 ks' L014kiE9T ISN 19 MDH TOTAL LOAD . • b`'4 • I � ; I I �Lf' �lr � 1-1/4 I r. �dl r t yrs ,rr i r r j x nJr 3/4"' AMUA N h, C~ mi ^•A F I Y I �• �• ; Ih �'.rl. L 1 r. r. of T • ;r r,��' r'f��V HVAC PLAN - BUILDANG 1 SCALE: 1/16 1'-0" ♦ 0%yr !0100 b 7a „�•QN Ilk r M V EOUIM ENT SCHEDULE � _ I EM ! "r AC-1.2 3,4, ROOFTOP HEATING 4 COOLING UNITS GUN-I GAS FIRED UNIT HEATERnyw 1•IvAC &JPPI.Y GRILLE 616 C•AR1R!ER MODEL 48TJ016 MODINE MODEL. PAE VSPARK IoSNiTION I T 00 INC CAPACITY EFrt 8.6 1-151000 15TU INPUT HVAC RETON GRILLE ; 15 ON G L ® ?10000 5TU GAS HEATING INPUT 115 VOLT•i PHASE �ra00 CFM wb"SP 231 LI5e). HdAG EXHAU6�T Cs1�iLL ►'• * v 480 VOLT-3 FN4A6E 45 MGA 10 MOCP +' 4 F�iRNISNE[� WITH CURB, ECONOMIZER AND REF-1 ROOF EXHAUST PAN � FLEX 1.=T 41 POWER ExHAUB'� (SIZE TO SE DETERMINE[? (riottt� Sxur�I 8'-�d"). PER TENANT REQUIP EMENTS) r, WEIGHT 1934 LBS. AC-"Adt ROOFTOP HEATING 4 COOLING UNITS CARRIER MODEL 48TJOm8 dt,11M9.Y D=T C�►OI� 1-1/2 TON COOLING CAPACITY EER 8-t hllliht 1:{t '1' 4C�111t ,.y 2a4,00® [STU GAS HEATING INPUT r. � 3000 CFM 0.b"SM 4" VOLT-3 PHASE 18 MCA ZS MMP r;' U• FURBISHED WITk4 CUf2B AND ECONOMIZER " WEIGHT 1051 Lt*. 10487 iW Cascade Blvd PL M 98-0033 .��.A�r� PUP 96-0096 m of 41 MECI S 9R-0053 � -'i,:'},,�>�°.4v:.� a.4Mmt►•'w 't �+.al:at�- C�s�. , IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MArGINAL QUALITY. MICROF]I MED i 1i111I11�lIll II I!I�+I�I li IIIIlIl�ilil! lIIIlIl�IIII! ijllljiiljljl ! fjlj�!(Tjljl!! Ijljiil�ljljl I ljljlil�ijljl ! Ijijljl�ljlii . IIIIIjl�t�ljl) Ilill�l{llil ijlllllMll�lii ' IIIIIUI III111111 Illllllillllillllll�lllljlnt uI1'11�11f Ilan Iulilm nnhul nnhnl nnhnliunblll nahtn unlnnNndnn Inlh1►I nuhm nlll!Ifl 11,ilnnt�n nllnn ffulnllatrtin Irtinll nnim 1iI�H fllhll nnlnn nllun mdnd m �,. Y IF Tom a!'; � ' �' .r .Tt . .r. '4 _.. :" ..:. "/►' .. j .Z:'MI: +ia.y rr- ... FT ... �reRlalrr ... n' "PF 1 pp a w •:,r-r ��,� 1) .,., r. "� � '� - 'k ,IF ';gni` , , I � ti' - s'aF r a � R'•. r.- <• I� , 7 a t lr a �C �• r ' •r.- p1! . h r F ., ;e� c.;,:^'t �3 t�'.:7r r •'`�"�!"1 �a�'„a'.PA. �� y'"'�'�. r y,w f C i 'r r MITLT AM RETURN e' POR IRU-6 1 &Y PALL YTMM 3r CP LM A • I ,z cr-_ � r 1 D5 1 ' 1 1 tea s I 1 iii^---•-i• _ -___ - - ---- I I r r •�� I I ►�•� �,ak y.. 4 i r 1 I rl • I • r . I I ^� • 1 I I • 1 I Revisions for I j I ��. �CA"°'� City of Tigard r� ( _�_ v w for -- - --- - - - - -- - - - - - - - - __ o - Pan Review, 1 :3 Building Shells May 2, 19% cAxoPY 1 • eEloW ,^W • I - - • I 1 M Mi- - - ---- �--- - -- �r L 1 s� EF-I O "N 1 IN- I _ SuILDINO 2 - REMONB TO CI:'Y 0/' TWARD rl AN Kt11'IEVI. ►1q• - -_ - _�_-' - - _. ' _-- - - - -�'� _---z — nec tw►loal OVEWLOW (STAr'I-ES) OVEWLOW fGGI`1P USA) � SCUPPER SGIiPF'ER `"II"'1 3. A. 111.lIK to provide vapiaNr'• aAairsie ` I 2-GAS METERS "LOCATION TO DE VERIFIED WITH 404G' � � STAPL�S-1►1�MOW TOTAL LOAD,250' LONGEST RUN R COMP USA.154m rt2� TOTAL LOAD,210' LONGESt RW 3- •L!R :o provide engineer's design 3. The op settlaSs •ill be as follo•a, Staples Tenant Specie + �j will be 4.32 eta (STU-1 thru S • $46 "-:. WW-6 • 630P RTU-7 PROF'E RT Y LINE - - - - •-- - - -- - - - - - - ---- -- -- - - -- - - -- - - - - ace wilt be 4N9 y A • lisp•, and RTU-• • ANI and Coup IItA Sp O I•� - - - -•- - - ---- - - - - - - -- ` .- --- _ - -- " - lYt1J-1 i 2 • 32•, AiU-J • 312, M-4,5,6,7 • 630, and RTU-A • r =7) }- w C 14. Labels will be applied to root mounted Units, 1U*atrisiaa to \ ►�'� Cq w provide diaooaaeot and 120 volt receptacle. .__1 3. Smoke detectors will be installed per bode.• zxception will be 0 z Q taken for units which serve rooms which have direct exit to the exterior of t1.e building. O Q � wed Q ~ Z � HVAC PLAN —' BUILDING 2 ► PDULE 101 R FAIL—S�'APLES) EQUIPMENT SCHEDULE (105 RUAIL—COMP USA) yLEGEND /.♦ _ EOUIPMENT SCH _ SCALE: 1,11ro ale-0r' RTU-1,2,3, ROOFTOP' HEATING AND COOLING UNIT RTU-142 ROOFTOP HEATING '�1ND COOLING UNIT RTU-8 ROOFTOP HEATING AND COOLING UNIT HVAC SUPPLY GRILLE 4i5 LENNOX MODEL GC524-1353-210 LOGIC TRANE MODEL YCD 120 TRANE MODEL YCD 015 10 TON COOLING CAPACITY 10.1 EER 10 TON COOLING CAPACITY 9.2 EER ���5 TON COOLING CAPACITY 9.0 EER ® HVAC RETURN GRILLE 10/ J0 b 210,000 BTU GAS HEATING INPUT 150,000 BTU GAS HEATING INPUT 120,000 BTU GAS HEATING INPUT h "'I 4000 CF eb"5P/666 CFM MIN 05A 4000 CFM eb"SP/200 C1-T1 MIN OSA 2595 CFM eb"SP/251 CFM MIN OSA ® HVAC EXHAUST GRILLE 460 VOLT-3 PHASE 29 MCA 35 MOCF 469) VOLT-3 PHASE 11.1 MCA 25 MOCP 460 VOLT-3 PHASE 29 MCA 35 MOCP I' WEIGHT 950 LBS. FLEX DUCT cr, WEIGHT ■ 1628 LBS. WEIGHT 1845 I_B5. �� FURNISHED WITH CUR:*j, ECONOMIZER FURNISHED WITH CURB 4 ECONOMIZER FURNISHED WIT14 CURB a ECONOMIZER (not to exceed 8'•0") S AND CCUNCENTRIG DIFFUSERS RTU-3 ROOFTOP HEATING AND COOLING UNIT AHU-1 AIR HANDLING UNIT !INDOOR) -� VOLUME CONTROL DAMPER U � RTU-6 ROOFTOP HEATING AND COOLING UNIT TRANE MODEL YCD 015 TRANE MODEL TWE 03091 15 TON COOLING CAPACITY LENNOX MODEL GC516-21;{-50 LOGIC 625 TON COOLING CAPACITY 9.0 EER ® SUPPLY DUCT DOWN { TON COOLING CAPACITY 10.1 SEER 8.1 EER 120,000 BTU GAS HEATING INPUT 600 CFM e.5 5P 50,000 BTU GAS HEATING INPUT 2400 CFM eb"5P/240 CFM MIN OSA 208 v ALT-1 PHASE 2.6 MCA 15 MOCP ® �- RETURN DUCT DOWN t1 460 VOLT-3 PHASE 11.1 MCA 25 MOCP 600 CFM e.6 SP/60 C;FM MIN 09+A - _ o WEIGHT 950 I_E3� CU-1 CONDENSING UNIT CON ROOF! � 208/230 VOLT-1 PHASE 18 MCA 25 MOCP TRANE MODEL TTR 018 , WEIGHT . 498 LBS. FURNISHED WITH CURB AND ECONOMIZER 208 VOLT-1 PHASE II MCA 15 MOCP FURNISHED WITH CURES AND ECONOMIZER WEIGHT 120 LBS. � °= � RTU-4,5, ROOFTOP HEATING AND COOLING UNIT U. RTU-1 ROOFTOP HEATING AND COOLING UNIT 641 TRANE MODEL YCD 150 LENNOX MODEL GCSIb-513-15 LOGIC 12.5 TON COOLINIs CAPACITY 8.1 EER 4 TON COOLING CAPACITY 1035 SEER S.5 EER 250,000 BTU GAS HEATING INPUT 15,000 BTU GAS HEATING INPUT 5000 CFM eb":>P/668 CFM MIN OSA N 0 1600 CFM e,b"5P/160 CFM MIN 05A 460 VOLT-3 PHASE 32 MCA 40 MOCIF Q �' 460 VOLT-3 PHASE 14 MCA 20 MOCP WEIGHT • •1140 L.B5. FUWN SHED WITH CURB �u0 ECONOMIZER LJ WEIGHT a 102 LBS. FURN15HED WITH CURB 4 ECONOMIZER RTU-8 ROOFTOP HEATING AND COOLING UNIT 1 LENNOX MODEL GC524-953-200 LOGIC 15 TON COOLING CAPACITY 10.0 EER N -00,000 BTU GAS HEATING INPI'rT 3000 CFM e^6"SP/300 CFM MIN OSA owe w : 460 VOLT-3 PHASE 22 MCA 25 MOCP joU& o ! WEIGHT • 1054 LBS. FURNISHED WITH CURB AND ECCTNOMIZER L _ se.M a 10487 SVV Cascade 131vd PLM 98-0033 --`-�' BI-IP 98-0098 3''of 41 MEC�fi-0053 IF THIS NOTICE APPEARS CLEARE..THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALM. MICROFILMED �• ijillji�Ilili 111IIIIIIIIJi Jilili;i�ii, i rl11111111111 1111111;ll!l1 1 riil��(>11I1 illlilr,iliil 11IlI1111111l1IIll 1111 lIlI1I1�ri1I1� 1Iill�lllll) �l�l�ll�ljl�l alba!iIIII{III IIIIIIII)IIIIIIII111111IINI IIIIIIIiI IiIlIl111,'illllll NIIIIItI It11I111)Inlllltl�IIIII�IIII Iii!{II111111IIIIIIIIIIIIIn IIIIIInI Iinlllll IIIIIIIIdIIfllll .Inll�n,nlll►��illli►�I►111::!',,;,,,;�►1».;,,,,, IIINH �d11n,Nnhm Imhm 11M , a fi _ .,, _ _ �, i. . ., .Atr , IAINAII�'nir�rilTll'117Cw ,. ...,.. _. .. 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'w•�'`' lliy r � 1 b3 9TORACf00 r• 44 CASCAD �x } , 1 �•���s� �'�ry /�,,,,o .• , I 8 /Vl�'r:7YI ..1�.E:�R + n CENTER I No ---] !.'^ �► Ip C �d4< ,1� Iw" ' .l, �'( I i.n»�rra+�� +• Fr. CA, .�• t n } 1 . —. ; r �rN s �° �,,y y r» (�.0. I aRao i ;to FV !d 5I N �� pots, t it �' r a7�y9>�" • g-- I ey'• � —,_—_�__ —1 *! I %f,11p, 611 K, e' ' w/ L' ItIslrRs 1 �� •� a � t r .' . � / ye,. ,� ,n � I t rA"-Via.+5i Vl� rk 65) rA°Y' ', �.`;{;� r�trl�+.,; e. '4 '^.a C•i .! + � ,�Y 1.�',j `!q w" .,{ : �: { y 4 •F s a y� ,. . e_ .. 1• f y, �Y•;' C.1_t y.'�"�y��,�.1�".��••,k- �w.',s "Y{• _. it w w ;.; +ti-w,' .; � „,a-' •(3 ., .' `.,!!. .. Iw •! J.� .. j�'f T. .,. ✓' ^' �"„ ;.d' ,>: 4. CLAN - <• t �, • r 4 10487 SW Cascade Blvd33 38of4! �I. ' + •y -"o: '' 4 d• a�. '� p ,i,r .•�`•..�. { ,,�.yyk� A ,> �f,aa. �"��,yy ' BIJP 96-0090 "! t , K ti .�. f "+.+. . MEC 96-0053 IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED) ����i �l�i�i i � � 11111j �1gg1j1j1!W1111TA NMI m.1 �► iulnu nnino nnhm nuhn�ludull�llfinlf uhulhnlllnl nu'nn nnhm anlnnhnllnn nulnll I�nhninrhln IIIIIIIIIIItnlllll IHIIIIIiiull�hn 111IIIH nbin nllhc�mhll nll�11 mllmt ulnn nllul nIIInInII %nn ullbe a / �,yyrr , t M n> M+ R 5 Jowl , . , .. ,. 1 n. Y.. ,t. '!" NN .v .. „1 '(.' 1f� •� ._Uj '� '..'�q {�:. S i - G '�S 1'-• � #y P' Y' I! 1 •M. u. a,,.11' { Ir �. ..,A „!�4 1,,.: s Vp,T1• �''.,.r :.1. .rp .A .� , . '!" � � I .,.,: yy[( '� is ..y� L. n�w I' �•. 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I �'1� p� �` Iii j`-� * -�. 1" ,• �» � ,�{�, r ti`s:+ ,.•1'tl; a� 1_ 7.'�ror 'e{ .i?' lr Y ,, �./ I I P by � `�,.+.�E � Il yr +f' +. RETAIL A. - ��x,,,1•.4 .r r.: ^ r , RETAIL — 2 a 's ti33� �1 s,.w ��� �,M `X,,y, b ,,aF�0� '"'C +' :►1 Y'% p f'1i' ! 'RAY �, �A '�,q Ole 4Ny11p' 4 � R .�. y 1'�YG�I y `r M•'� 4{ � t 'JJ V ` q� 1 � k. r bad , �.i. �" .'`1- Y�r' " S; .. - I • ./'�`� � � , ,�t 't a ,M1•p JM% rvY, 4}H- i +'& - t COAL WA.A960vt 7. �,yy� ' y t l .,'• , I I 1 r .A I ,,'ra to f I I T "KAA • O • • � � a •+ I .G � i we .4 .,n��'}� ,4 �M-,Y•��.`� • 1 1 N 4 I I—I -- — — I �. — �. -- VALV ..I �� �, .�' ?. .A'. 'r' W NB -- - I.V 6" r — -- -' — — — —_ — GY '.". Y.y�' VmTj R • -,�,� � .p i � � I N Y ��''''' ,-;.MSR. 4 w_ AN WAV� I >lo� �raL � �11� S z. o a�'1` AVS/ �.1 1• rv. I _J PrNTLAWO Qu RETAIL 2 TOILET RMS c ---- ------ --- - r I i j _I _ II I I I I Br- Pira. R�w1o,- . I co. I �• I r r��. F C A C,A BOULE I4• 1 I I I • `v 1 I 11 7 Was" blot . ,__ I I _ _ _ � .��1� • 't l Ili OMIT 00 V Ruta TYr, , I S&L SITE PL*--a TWO RETAIL 1 TOILET RMS _ Lu IWNP c . G a._ - - —• - --- � .. f •". .. r, ,,,•.�.•,.,,..r.:M,,,.... .�...,.,,,. h� t.. +, a ,.:-.t , •1:�,:; �.,1/�. �....Wn.^.�...... _ M + w ` t 1 , z PL BlvdM 98-0033 a.y t '7� r. �f+wEt�. .etlld ..4 10497 SIN Cascade ) t n *M 1 ? BUP 96.0098 79 of 4! , " } ♦a. . Yi � i :1:y'W,�''�!�4 1 r' 41• p s 4 n., ' t♦ _:'i4 L►IATr t a _ Jit 3R�.I Wd9Ytww1.a1',.H; -. .�.b. '•. A Etat: i• ; sl 7 �a , MEC 96-0053 _- �., q ..:",r:d[ i' � IF THIS NOTICE APPEARS CLEARER THAN THE org 1998 DOCUMENT,THE DOCUMENT 13 OF MARGINAL QUAV.11 V. MICROFILMED II III I III II;IIIIIIIJi 1111111(11111 11111111 11111 1111111111111 i nr1�1�Tj111 1111111111111 Illllll�tllll illllll+111 1 1111111111111 Iltll�llllll �illll���l�l ION west w awu ullnn nnhin,lnllnnhl�dllllllnllllll Inlhm�imhni nhhm I:nl�m nnhnr'nuhml�nllnn mlhui Inllnm�nfim nlilnrsr�dnn 1It11111111111�11flhlfl�lllt•11111H11�►nhri mlh�� n�iq�l nilrnl ulolll dl� S��iln+l i1di��� ���IF�ul+l r w:E+RaITeT11RR�Ia 1�— � `� __�\ .._. .. - �r- er:. :'•'0?�F,i� ...gin ��.'+ , . • L F A�. r Y•. i �1 I. ,a OTY TYPE DESCRIPTION AIME MODEL 'y,... td G 4DOW Y.N. SITE ucHTIIAG, BRONZE F1NBN AMGRAW EDISON CMA40129AR-U 1S 14 INCH ARM FOR ROUND POLO BRONZE f1NBH MAGMW EDISON MA1007 '. 1 OF WOW M.H. DILE LIGHTING. FORWARD THROW MCGRAW ED" GUA40129FT-LL .. 1 1: ITCH ARM FOR ROUND POLE. BRONZE fI1R511 M4GR/IW EDISON uA1007 . 41 3 H xsow Y.X. WALL PACK wwaK MHWL-250-MT 'L?. / ° la l / 19 V 70W M.N. SECURITY WAIL LN.HT, SFREIDED RUUD E5407-D 10 W WOW Y.N. FLOODLIGHT, BRONZ FINISH LIIMARK MHWR-55S-400 (�•I1 aS POLE TOP BRACKET, DUAL TENONS, BRONZE FINISH LUAWIK T2B-BRZ ',ri+C' G PMIEL A NOTE: FOR LIGHT POLE REQUIREMENTS SEE NOTE Z. y / - KI. , G cSITE LIGHTING SCHEDULE "} 2-1/10. PANEL A It GND \ CKT. 3 A \ 1 \ \ o \ • PANEL A 01 GNC 2-1I10, G CKT, x A 16 GND G \ STOR\ STAPLES "4T • \ PANEL A , G GENERAL NOTES: cKT. 2 ti T G a A AL WORK SHALL BE IN ACCORDANCE WITH: \ City of Tigard `. 1-4' C014OUIT TO PCE POLE / ELECTRTHE CURRENT EDITION OF THE NATIONAL )) \ \ -"� 6901 PER PGE REOUXREMENTS / TESTING CODE; T y \ I / TESTING TUBERS' WR LIEN IN RES.RICPONS; 1 1� �YYI \ / • MANUFACTURERS' WRITTEN INSTRUC'RONS; Plan j�eV1eW for \ "_•, III II FY \ \ _ ALL FEDERAL, STATE AND LOCAL UOS, ■�I y \ BU W.L7{NV 2" \ 4-/10, /� O \ ORDINANCES, P.EGVU110H5, AND STATUTES; Building Shells , A \ �f0 CKD GOOD WORKMANSHIP; Y '{5j? T ,,`• •^�� COMMON SENSF. y '.l \ ,,A.• 1 \ \ PANEL A // & Site Work :` \ • ; 1 G CKT. 3 /� PYLON SKIN B. MAINTAIN EQUIPMENT GROUND CONTINUITY THROUGH - \ // PANEL B OUT INSTALLATION WITH PROPER BONDING OF ' Ivrj' \ February 23, 1915 // CKT. 1 RACEWAYS AND SEPARATE GROUND WIRES IN EACH TY \ 1 \ I {/ \ `\ �G PANEL A 2161CND—�1 �� CONDUIT. INSTALL GROUND BUSHINGS AT ENDS OF tip' OFFICE p CONDUITS WHEREVER PMET G AND BOND GROUND COMP USA CHT. 3 J/ FIELD ROUTE CONDUIT TO WIRES. (NOTE: EQUIPMENT GROUND WIRES ARE Vky \ PYLON SIGN. INSTA'. U.C. NOT SHOWN ON SCHEMATIC DIN:RAMS). �p,EOPPDiE 4-110. / le"'I / PULL BOXES AS RECURRED. cc♦.,, °`"• p """�? BOO ANP U.G. FEEDER TO \\ \ /1 GNC C. INSTALL WARNING STICKERS ON EACH PIECE OF cx♦� wH ♦♦ TAG �, STAPLES' ELECTRIC RM.} 11 ELECTRICAL EQUIPMENT: 'DANGER - ELECTRIC \\ `. 4' CONDUITS TO TELEPHONE / SHOCK HAZARD'. \ \ IPEDCITAL'PER OTE 11EpNREMENTS. ; / `\^t� I/f✓Y6 (FIELD RWit, VERIFY 57118 uP \\\ D. ENERGY CODE COMPLIANCE A 4•�W.,1�Q<� •. ' ` i v Y0 EXEMP, OM O AND OPEN PARKING LIGHTING I$ 'NAS O CALCU TIONS OREGON ENERGY CODE LIGHTING POWER _-- ` CAOMlTIC S PER SECTION 5310 (e) EXCEPTION 10. STORAGE , // V jn p WALL LITENANTGHTS SWITCHING REQUIREMENTS L WILL POWERED FOLLOWED. /// /� GIL UHT, 2 _— E WALL LIGHT$ (TYPES M AND V) WILL OR LIVEBIL BY MULTI-METERING SWITCHBOARD \ //V ' PANEL A I Gr/ ( AND DISTRIBUTION SYSTEMS. DECORAII'2E BUILDING t� (NOTE 1, SEE ONE UNE DIAGRAM) __ "--------RRttYY j AND DOCK UCMTING IS 1107 SHOWN. �d Y,I INSTALL OWNER'S DISTRIBUTION \ 4-#B, /B ONO GCKi 1 �>%/ �4-IB, �8 CNC Z-170, X10 CND CKARTEIA g F. CONDUIT ROUTING SHOWN IS APPROXIMATE. ADJUST THOWS G. EDEL, P.E. , EQUIPMENT WI ON OUTSIDE DUAL CONDUIT ROUTING AS RCLD CONDITIONS REWIRE. 9232 N. TYLER AVENUE SWM OF OUTSIDE c\ ( / INSTAL PULL POINTS OTHERWISE NECESSARY AND AS REQUIRED F SOU ONE LINE DIAGRAM) THE H.E.C. UNLESS SHALL SHOWN. MINIMUM 512E S. PORTLAND, OR 04 (SEEPGCE TRANSFORMER PER CONDUITS AND WIRE SHALL BE PER N.E.0 REQUIREMENTS. ( 503) 2P9-2901 1 UNDERGROUND CONDUITS SHALL BE SCHEDULE W PVC \ / EXCEPT CONDUITS FOR USE BY UDUTIES SHALL COMPLY '( -I WITH UTIJTY REQUIREMENTS. I ! 3-4' CONDUITS PER ' ( {:, T PCE REQUIREMENTS RETAIL CASCADE (EACHH SERVICE) \\ 2-110, #10GNO�i �I ( BOULEVARD BUILDING 1 CEN T E: R / MULTI-METERING I i NORTH \ / SWITCHBOARD SEE WICKES \ ONE UNE (W 1) y I IF )) I ~ / P W E \ � � l" NOTES: TIGARD. OREGON \ PANEL A STORAGE I 1, PER N.E.C. REQUIREMENTS: SOLIDLY GROUND THE NEUTRAL i P CKT 1 CONDUCTOR AT THE SEFVICE EQUIPMENT; INSTALL A $ .•♦-+.' M, 9815 T Gf I GROUNDING ELECTRODE CONDUCTOR AND GROUNDING .• 961504 / 4 ELECTRODE SYSTEMS; BOND META PIPING SYSTEMS a,o • FEB. 21. 1999 r AND STRUCTURAL STEEL. ••v,.».• , .�. o,.a,�,.,,. \ i A 1MIt IXf1911 RLTR71 -I 2. LIGHT PULES SHALL BE 30 FEET LONG ON 30 INCH HIGH A 2/'I1/t4 YOR FUST ¢ \ I CONCRETE PEDESTALS. POLES SINAL BE ROUND TAPERED V _ STEEL WITH BRONZE FINISH, POLES SHALL BE RATED FOR Q SO 100 \ 90 MAIN BASIC WARD SPEED. MINIMUM EPA 10 SQ. FT., 5 '.4 \ � �i �� MINIMUM 250 POUNDS LOAD. COORDINATE PEDESTAL DESIGN FEET I GRAPHIC SCALE ✓ — — -- — WITH STRUCTURAL ENGINF0. i•c I L ., (� SITE POWER 8c LIGHTING PLAN ...... E 1 IN87SWCewea.ehe PLMMM33Bup" ^`'rd'C"I' ad}::r �` ;,•�( 5 - Aj S . MEC N M53 40 or U MEC 99OJ53 ;C 4FIP THIS NOTICE APPEARS CLtARER THAN THE. OCT 5INS '. ENT,THF.130CUMENT19OFMARGINALQUALMY. M1CROT1L,MTsD qq lililillul`'illll11111lll 'iPPP1iiIII I iIIllUplill Illlllljlllll g11i11�11D IIIUIgIUp IIIINUpUD Illllpllpi iggl qq lggl�q F � SD ret•aw -T---j � ox uh a rnlnn uolnunuhl:Ipudml nn,Innnll6nnrrinu un6m unbnl nlhm nnlnn nnlPu nuluR wdun snhnl nnhul nnLnnu lh n nnIINI dra h I d ,1h s r .. - , c- +•b•,.:. , �; ' ,;..,N ', yr' " WWI m! {, :,fir y`<„ r v4 r t , '.v• ,. ,. !. Y,n 1 ;f Rlft '' '�/!^ .! .rotor �i.•..,m +"il. .7 „r!t •�' a. ,l" , • yy A '. r .e. 1 .. '. .. . . .,. �,.'t' - �. . .. '�!: R."AI ^•' Z, 4«+, , r ,?i rr' G , f u A : • 1 ,•r , ,. ht -'° tf ' � c, ly +c. � '�f'iAT7"fi}, r.�'j � J ��.. " .. 7 .+ • f � 7k1 41 11 ' V. 4 y, Y � a 4,V, p � t♦r� ,f� '� t A x ,.1 1 z, z HIGH VOLTAGE CABLES BY UTILITY , ' 1 BUILDING 1 BUILDING 2 --- r I r �L TRANSFORMER BY UTIUTY Iz- pz N < 480Y'277 VOLT SECONDARY p= w O R 7E w Z PL r �z Za < 20 � O tjw yl Ci �O m cr N d in Y a~ Y N 0 x -' i7► - R.ING SWITCHBOARD W CK W N W ?j _j I ULTI METE w -1 Q MULTI-METERING SWITCHBOARDA CL a a {NOTES 1, 2) '%NOTES 1, 2) gS n� a.o - - - __ _ _ I [ 12 JU A BUS 1 x1200 A Bus F-_ - - • 1 3 kW 3 1 1 I kMni ) 3 I I kM,H/ I kWH ) I / I I ,l`/ ) ! , 200 A ! � / > 200 A I t11 I kit j ) , , ' ' / ' L. O Zo r-\kWH/ a I I ( I I 2NDi� , ° j NOTES NSI I I � I I ' � 6 200 A V ! ! 1 ' w /-' 4 x ' / t- ( I I l 800 I c I I nkWH/ a w / ` I a w I 600 I nkW I < I ( 600 I 1 3 Z, 1 L70o A- o W j C (200 A \ I L--- $ ; L- - J 5 1. EACH MULTI-METERING SWITCHBOARD SMALL: 0 5 L--, ( I I �I I L I Z U I I I I I T i I I SERVICE CONDUCTORS T 'r, I I I ! • BE RATED 48oY/277 V. 3-PHASE, 4 MIRE i , / I , I BY UTILITY (NOTE 3) j 7 C ` i 0nr r , • HAVE A SHV,.. CIRCUIT RATING OF 65000 AMPS 11 • HAKE AN OUTDOOR RATED ENCLOSURE I • INCLUDE PROVISION FOR PCE-SUPPUFr METERING r PER PGF REQUIREMENTS. I ' • BE SUITABLE FOR USE AS SERVICE EQUIPMENT W 600 AMP U.G. FEEDER __ • COMPLY WITH PGE REQUIREMENTS TO STAPLES' ELECTRIC RM. • COMPLY WITH APPLICABLE NEMA STANDARDS - - • CQMPLY WITH THE NATIONAL ELECTRICAL CODS � • r r PANEL 'A' • BE U.L. LABELED (OR EQUAL). CZ of Tigard I �l � � (OWNER'S PANEL): SEE SCHEDULEPlan Review for 2. COORDINATE CIRCUIT BREAKERS IN MULTI-METERING THIS SHEET I SWITCHBOARDS WITH TENANT DOWNSTREM'4 CIRCUIT J BREAKERS TO UTILIZE SERIES SHORT CIRCUIT - - - - RATINGS ON DOWNSTREAM CIRCUIT BREAKERS. Building Sheds : LOCATE OWNER'S DISTRIBUTION E _ _ Sc Sited ADJACENT TO MULTI-METERING SWITCHBOARDEQUIPMENT 3. UTILITY FAULT CURRENT AT THE TERMINALS VF EACH QUIPMENT ON OUTSIDE OF WEST WALL OF BUILDING 1 I MULTI-METERING SWITCHBOARD IS 24023 AMPS r (PER PGE LETTER DATED 2/16/96)• February 23, 19% ' WVJ I�� I LOAD CENTER WITH ppM INTEGRAL TRANSFORMER �f � " �G I N& PANEL -B- 120/240 V 1 SFF SCHEDULE I 0 N E LINE DIAGRAM THIS SHEET_J —� EQ�JIPMENT AMPS LOAD a AMPS LOAD EQUIPMENT Si_RVEO Lt LZ !3 Uz � < 0 Lt L2 L3 SERVED ^ 40 2 20 PANEL B t PARKING LOT UGHTS 16 1 30 - �1 PARKING LOT UGHTS 20 3 30 _ 40 4 2 F AN !cL 8 " PARKING LOT UGHTS 20 S 30 r- 6 - - — 7 e 9 10 SET TIME CLOCK FOR TURN-ON BY -- 11 - 12 - - 7-DAY PHOTOCELL, TURN-OFF' BY TIME CLOCK 20 ZO 0 SUBTOTALS, " THOMAS G. ICDEL, P.E. TIMER/ SUBTOTALS 18 20 20 --� AL VOLTAGE: 480Y 277 3 PHASE, 4 MARE, 60 HZ. TOTAL AMPS, Lt: 36 PANEL NO.: 9232 N.TYLER L�:tNUE 277 VAC BUS AMPS: 100 SHORT CKT. RATING: 25,000 NC•� TOTAL AMPS Is: PANEL A ^ PORTLAND, OR 97203 M MAIN CIRC'11T BREAKER: NONE TOTAL MAPS, 1.3: 20 ( S43) 289•-2904 MOUNT PHOTOCELL 30 AMP NOTE-: MOUNT TIMER AND LIGHTING SURFACE MOUNT TOTAL KVA: 27 LOCATION: ""♦'- AT ROOF LEVEL I LIGHTING CONTACTOR IN NEMA 3R PANEL MOUNTING: NEMA 3R ENCLOSURE, _ BY BLDG. I SWITCHBOARD \� ( CLIGHTI G ENCLOSURE NEAR PANEL A NOTE: SHORT CKT, RATING MAY BE SERIES RATED_ WITH UPSTREAM CB. I TIMER, CONTACTOR, AND F-HOTOCELL C Mus r BE RATED 277 VAC. PANEL A SCHEDULE j,cr , INSTAL! WARNING LABEL INSIDE NEUT'P`d. IF REQUIRED) ENCLOSURE: 'WARNING: 480 VOLTS" CASCADE BUSS LPS-RK-1 ' I B O U L E V i4C7 CENTER PANEL A — cKT. t L1 LZ MAPS LOAD EQUIPMENT 30A r EQUIPMENT ArAPS LOAD -, o m SERVED I I ci � (° - ( I L1 L2 _ SERVED Lt L2 PYLON SIGN PANEL A _/-N --� -- SPRINKLER SYSTEM • g 20 4 TIGARD O' CKT. 30A TO PARKING LOT LIGHTS SUBTOTALS • • -- SUBTOTALS_ _ VOLTAGE: 112Z210_ 1 PHASE, 3 HARE. 60 HZ. TOTAL MAPS Lt: : PANEL NO.: C �� �� PLO xHeT Nd ' MtA06a0MI0 -� BUS AMPS: • =SHORT CKT. RATING: MFRS Sm. TOTAL .kYPS, LZ: PANEL B a•*r , Fp, 1e0;, 11 N9 PANEL A _— —' �_�—� -- — _ — CKT. 5 MAIN CIRCUIT BREAKER: MFR'S STANDARD TOTAL KVA: • - LOCAflON: nr+Re7w+s ort . so�otiw+• ''• 30A PANLL MOUNTING: NEMA 3R ENCLOSURE, SURFACE MOUNTED BY bLDO, 1 SWITCHBOARD A i/21/9N FOR N�Willli - --z NOTs • FIELD VERIFY PANEL LOADING AND SIZE PANEL PER N.E.C. REG S. NEUTRAL PANEL B SCHEDULE PARKING AREA LIGHTING CONTROLS rrrtr*nru• ELECTRiCAL ONE LINE tRc i, SCHEDU LIE . ' i�. 2 ,.ry. �s i 10497 SW Cascade Blvd PLM -0033 ✓ '1il•>�kttrra„�>n- ' '$a .. � w :i _, SUP 96-0098 41 0141 r MEC 9&0053 � 'SIM••” ' ♦ 'r;�,? R �>.k: .p ` .. .. .. _ IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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