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8950 SW COMMERCIAL STREET-2 FF GN 1 TIGARD ' TRANSIT CENTER d I 0C, F O� wy may. FtiNG t?P'/ c \`f N �a a sal. m �� c°�, itis 'I RST 1 TI ARD TRAN::)IT CENTER J i I r S W MC DONALD ST l VICOJITY MAP APPROVED FOR CONSTRUCTIONi CITY OF TIGARD PERMIT NO.�, f SITE A DDRESS-tPLAN INDEX Y__ —L DATE 77/o ._ _... CIVIL ARCHITECTURAL STRUCTURAL LANDSCAPE _ - - --__-- MECHANICAL - �L�_CTR�CA 2 C - 1 SITE GEOMETRY PLAN 10 A - 1 SITE PLAN & DETAILS 14 S - 1 FOUNDATION PLAN 19 L - ! LANDSCAPE PLAN 21 ME-I SITE ELECTRICAL PLAN 3 C_2 COMMERC!AL STREET 11 A - 2 BUILDING ELEVATIONS 15 S - 2 RETAINING WALL 20 L-- 2 IRR, GATIO�V PLAN 22 ME -- 2 SHELTER LIGHTING PLAN 4 C- 3 GRADING PLAN 12 A - 3 BUILDING SECTIONS IF S- 3 STRUCTURAL DETAILS 23 ME- 3 BUILDING ELECTRICAL PLAN 5 C- 4 PAVING PLAN 13 A-- 4 LARGE SCALE PLANS 81 DETAILS 17 S-4 ROOF FRAMING PLAN & DETAILS 24 ME-4 BUILDING MECHANICAL PLAN 6 C-- 5 SITE UTILITIES PLAN 18 S -5 TRUSS DETAILS PRiRI"T'E:G 7 C- 6 PAVEMENT DETAILS C- 7 MISCELLANEOUS DETAILS MAR X71987 9 C- 8 UTILITY DETAILS WIL`aEY, & HAM, INC. 5 r FOR APP,"TUXILS ""k, `NOT FOR CDNSTRidl ' �#w `Y � �, TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON DESIGNED DATE-------- TIGARD 5ALM0N �W Si 78 T N DRAWN DATE W& C3 A E55 - r� TRI-METCHECKED DATE y ' \�,{ 521 S. W. lith ��VE. 4ch flcx�r PLAN INU, is6uEd roar bia - �� �c ccc� �F Portland, OrcRon 97205 503 Z27-P455_____ NO GATE By APPD REVISION! APPRO ED DATE SUBMITTED , DATE APPf1QUED DATE SCALE P, E, lel 19. 9Cv 2 B �,c�� _)ctXt_JM Y 187 29 d � } � � ' 111 111 1� � � � � 1� 1 111 111 � 1 .II 111 111rr I ill 111 111 ►11 11. � � � � � � 111 111 111 1 �1 1 � 1� 1 1+ 1 1� � � � � 1� 1 111 �� �� � � � � � � � �� � � � ��� � � 1 ,11x11 � 111 1 � 1 111111 111 111 dill :». -__-. .. '�_+ '� -x.���. .,� �� NOTE: IF THIS MICROFILMED4 I 11 I I I I I I ( 1 1 I I I ") I I I I • ( I I I I I I " 1b DRAWING IS LESS CLEAR THAN -"�---- �_ _ __�-----_ L THIS NOTICE, IT TS DUE TO _ THE QUALITY OF THE ORIGINAL - --r—_ - ---- --- ----T - - -- --- ---- - DRAW I NG. £ L Z L L Z 4 Z Z 6 L Z l L qZ 6 i i -L i i i ^ i t i I I l , I d 8 L 9 Si f £ Z I ,• 1111 (I111111111111111111111111111111�111111�11111 Iill�llll IIII�IIII IlII�IIII IIIl�IIII IIII�IIIIIIIil�llll IIII�1111��, �! II I! . . J II�IIII Iill�llll III�I111 '. �Illlli�tl�llll I � � ►�I � ► 1 I � � ►� Illil�ll�ll�llllll IIII�IIII IIII� �,. Iiil�il(I IIli�lll SII I�IIII III VIII IIII�IIII Illl�llll lli,�llil llll�lll , . JUNE 1990 A 8 • C D ' E F V • H I. - - -- -- ---- C L- S. W. COMMERCIAL STREET ' N N 0 N 2115 c%j `Ion 20 r11 19 2005 20ja jI ` 7 148) �O � r2i57 1 S-PLel 16 i 2 ��'J 21 � A i.�21 , - FL •210 - - -- _ ` y 13 20� 20� .^. 4 s J x - -- _ --j �-- S C A 1. E ��4� --�+- I�►� a0 4( • �9) 0 ?.tj 24'401 012 Il.' �) N - +5 ti) 31 C3� 0 � 8 RI i�c• re 2 2 �� � � (41 o 30,Z � C�aa 44 zo• ! v, ^ 42 20 - root. o Z - - 4 2,41 �-� 36 - - - - a0 EXISTING - - 23 pi 3 J GREYHOUND 41 ! ON I - z4 1- ! BUS STATION Ips -� N at 1 _L Q 29 lj !3! 25 26 27 44 i 28 I I b_ _� IVB � 44� "4 -- ---- _ g, 41rLAI, 3 SOUTHERN PACIFIC RAILROAD DATA DATA 1 DELTA/BEARING RADIUS LEN./DIST. TANGENT �� DELTA/BEARING RADIUS LEN•/DIST. TANGENT Q N 44048' 00"E 129. 71 26 N 61053' 57 "W - _ 20. 88 - <?� N 45° 1 2' 00"W _ 322. 00 27 N 3604,0' 09"W 40. 45 _-~- 3 N 44048' 00"E 1 36 . 96 - 28 N 67000' 05"W -�_--� 2.;. 93 '�- (+� N 42° 33' 38"W 51 . 22 _ 29 N 60012' 00"W _ 40. 30 --- s 03° 16' 04 " 4750. 00 270. 92 135. 50 ao 75000' 00" 30- 00 -- 0. 0039. 27 -- ---- 2 F6 N 45° 12' 00"W _ 6 22. 00 ©i N 4404.8' 00"E ---' _ 51 - 59 7 _ 90000100" 5. 00 -7_ 85 5. 00 2 90°00' 00" 25. 00 39. 27 25. 00 © N 44° 48' 00"E 12. 29 33 125041 ' 07 " 2. 00 4 . 39 3. 90 4 -9 _--_84° 1 7 ' 00"- 20. 00 29- 49 - _ 1 8. 1 QA- 34 54018' 53" --- 50. 00 47 . 40 _ 25 . 65 10- N 50055- 00"W 67 - 20 ---__T-_ s N 45012' 00"W 90 - 11 - ---- t1 -18° 10' 00" 75. 00 23. 78 11 . 99 36 78046' 20" 40. 00 _ _54 . 99 - - 32. 84 - 12 N 320 45' 00'W -_ -` - 60. 27 371 113- 40- 40- -- __ -2 . 00 3. 97 3. 06 13 58°40' 32" 35 . 00 35. 84 � 19.67 - 3e N 32° 45' 00'W 67 . 53 ��-T- 14 N 45012' 00"W -- _ 7.31-- -----V-- -9 N 50°5 5' 00"W -A-- 40 . 20 COOKpIKIATE VALUE-E) HAVE KEEN GAICULlATEC7 105 N 36040' 09"W 40. 45 CJ N 45012' 00"W 60 . 00 FOO ALL. rOINT5 C.-H0WN 4Nt9 WILL bE FKOV IPEO TO THE C0N7KACT0K . - - - 18- N 61053' 57 "W 20. 88_ _ +1 N 44048' 00"E -80.25 • 17 N 36- 40109"W 40. 45- - -- 42 N 45- 12- 00-W -�-^�- 12- 00 to N 61053' 57 "W 43� 34 . 80 90000' 00" 5.00 7 . 85 5. 00 - 19! 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W 11th AVE. 4th flog SITE GEOMETRY PLAN __ IssUEn �o.t p�,p - _-- - Portland, 0R 97205 503 Z27-0455 NO DATE 8r APPD REVISIONS APPWOVECT SUBMITTED � DATE �~ APPROVED - �- SCALE DRAWING NO. - �o� C%-�- 1 87-291 B 2 JIM ' III III Ijl IjI IjI III III I I IjI IjI III •f I III III III III IjI IjI III IjI IjI IjI III i I IjI Ijllljl Ij ! III III IjI � I I I � I � �� IjI ��� Ili Ilajl I IIS IjI Illlljl III III "f4 + i ani ,�.} � � if C� 1 NOTE: :F THIS MICROFILMED ��___ _ �)1T_ � DRAWINL IS LESS CLEARTHAN - - - - - ---�-- L - - - --- - -�_- THIS NOTICE, IT IS DUE TO _ 1 THE QUALITY OF TIFF ORIGINAL S Z Z L� Z 4Z Z I. 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IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII �Illlllll,i, li��li��lll�lll �I�III� IIIII�I1 I�I���� t�t����� (IIIIIIII IIIIIIIII IIIIIIIIIilll�lll�l Illllllli I���II��� II�II�IIIIIIIIIIIII IIIIII�I� �IIII�III �I�IIIII) I�I�IIII NEJU26 �1 G � � 0 - 1 L, A 0 a C D E F G H z 2 iPK'OFILE OF PAVEMENT EI2c,E15" I SIUL WALK P ON SOF LE SHTK GA2 5 KEET VARIES 6' TO 14' 1 VARIES IZ' To 18' !z' f2/W %L 81 1 EEE PLAN SEE Io LAN ` TO PlIZOP IZTY LINE CONTKACTION ' --_ _I -- _-- -_ _ 4 SECTION cl� I KEY A VETAILEt7 , 4_ JOINT C-Is UIJLESS NOTEb SLOh°E AS REQUIIeEP 1 N iZ - �` -_- — r7' OTNEKWISE b. 0 PAVEMENT TO 1-141 ExIST C -6 � I 4q i 4'T k � +` KEY 5 t?ETAILEt� SECTIOII1 1'A�EMENT� -- IN 12 LON(: ITUPINAL TIEt2 JOINT --r ( 5L - O.OZOG3 - C-io I I PER VETA1LL- Foot 13<_'TH PCC. 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SECTION C -6 NO SCALE C -6 - - - �A` TRI - COUNTY METROPOLITAN TRANSPORTATION [DISTRICT OF OREGON UcO` W t3AUEIQ TIGARD T --- •� - -. -- _ DESIGNED DATE Ems` F 98�pI T CENTER `V1I.SEY & N:�R'1 -+ - - -- nAAWN - [)ATf ►(,1� { � PAVEMENT DETAILS r _ CHECKED PA TI v� � n oo7 " � ET ' • 5�1 S. W. 11th AVE. 4th floor 1555uEt, role 0/0E _ � Portland, OtcgOn 971[5 503 Z'7 (W.�., DATE Sr AMD REVISIC►1111 APP OvED OATf - - Sl1BMITTEO ATE APPRO'rE{I IOA1E _._•_�_ _._T. I SCALE OFIAWING NO —6 87�--29� J B P E_ . No. q r'o 2 8 �.t�a'.c�.- �cxc..t.�T Ci 1 . ff„ � ' IIIJIII IIIIIII IIIIIII illll IIIIIIIII IIIb I IIIIIII IIIIIII IIIIIII VIII I IIIIIII II111 I IIIIIII III I I tllllll VIII I VIII I MEI I I� IIIII � t I I��IIII III I�I y1111111111- NOTE: �IIIII VIII' - - �� � --- I NOTE. IF THIS MICROFILMED I 1 I I I 4 I I �.• I I I .•I"1 � '""�I � I I � - k �b �� DRAWING --_� _ IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF ThC ORIGINAL E I Z Z LZ Z 4ti Z Z� Z 1Z Z 81i �i Li I I l� t t it t 8 9 L 9 T4 .- DRAWING. [rill �iii�iiii►Iii�liiii iiiiliii� iiiilii�i i�iiliiii iiiiliiii iiiiliiii illiliiii Il�illiii i i iIi i 111 I �'„�I I ���� I jj I iil i iiilllllilllliiill, ,�,iiiillllllllllllll«i IIIIiIfI �I tililui�liililli�lilii �iii,lillllilllllillillll(IIIIIII.II�IIIIIIIIIIIIIIIriii.iiiiliiii�>,i�iliiiiilu►►Il��iiii�ii NE 1990 i r Y `I. 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G-1 MIN CLEARANCE Z - 14 70 0 ; a ' o GKU5HEO ROCK I I VEI[T• CONSTKUCT KEY b.5 LONGITUDINAL - • ° " a. •' t'7ETAILEW IN SECTION PAVEMENT :o, i °' �JEE ISKICIS PAVER 4 JOINT — =- CLAS`I 3000 PSI 5ECTIoN MANHOLE/V��LVE COVER ISOLATION Cc�NCKETE r-� SECTION A-A SECTION A - A NOTES: 9 BRICK PAVER _RAMP DETAIL I EXPANSION JOINTS ARE NOT REQUIRED WITH TELESCOPIC CASTINGS Lam.-__..SIDEWALK RAMP D ETA I L - 2 ADJUST TRANSVERSE JOINT SPACING SO JOIN I WI.L FALL ON CEN T ERLI':C ``-7 C-7 OF ROUND CASTINGS AND AT OR BETWEEN CORNERS OF I RECTANGULAR CASTINGS e * �'- 21 CLA55 "C" L�SPNALTIC -� L T ISOLATION JOINT DETAIL GONC.t¢ETE — SMI C-7 AT UTILITY APPURTENANCES 2" '3/4" TO O" CRUSHEV _ s o .v'c °Co o^ o I I KOCK LLVELINCI o :' r- CO U K S'� a` b" 2" O O" GRUSHFG - `I * �-- GLASS 3000 - 3/4 " III BASF_ C-OWIII CONCKETE ASPHALTIC CONCRETE PAVEMENT 10 a CONCRETE CURB SECTION - _ TRI -COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON DESIGNED�K DATE ���:� �, TIGARD TRANSIT CENTER -- _ ----- -' - - - -- �r. rat-MET c- ALM0N Xw "20 411 DRAWN -DATE eV/ 6-6r. WILSEY & HANI MISCELLANEOUS DETAILS -- TRI-MET CHECKED GATE G(r) � 521 S. W. 11th AVE. 4th floor `�UEb FO."C f3/l7 tom! Portland, Or+cgan 91205 " 2 i-0455 NO DATE By APP► REVISIONS APPR VFD DATE SUBMITTED / , �.' ` fit DATE APPROVED DATE SCALE 4S N0TEtp DRAWING NO.��� w R E. N,o. 1 P, to ' III�II 1111111 1111111 VIII 11111111 Illil' I tltllll (IIIIIIIIIIIIII VIII 1VIII 11111111I � 11111111 VIII I I I I�i MEI I I�_IIIII IIJII 1111NOTE: IF THIS MICROFILMEDi111111111 1• 11-1 1 I I '"'�1 b 11 -- DRAWI I NG S LESS .>LEAR THAN THIS NOTICE IT IS DUE TO _ _ THE QUALITY OF 'Rif ORIGINAL 8 Z L L �, Z L L T a 9; I I I L L Z Tl lI ( I l 1 8 B---- 9 >>f ► tC S DRAMING. l ). IIIIIIIII111111 VIII �I��I IfIiII�I� 111i11111111 IIIIII111111111 11111111111111 Jill IIIIIIIII�IIIIIiI�I II1111111111111111IIIIIIiiiit iiiiTiil. J UNE 26 ) 1990 A g G • D • EF G ' H t PATCH PA VENT vVITH 2" IN AREAS PAVED WITH ASPHALTIC CONCRETE SET FRAME 9 COVER FLUSH WITH SURFACE IN SEC71 AREAS PAVED WITH PORTLAND CEMENT �v WIOTH - C-6 2.5'(MAX CONCRETE -STANDARD CAST IRON ALTERNATE FRAME aI COVER JOINT "�-----� 1_-_ _ ;LEXIBLE JOINT-DEFLECT TOP OF GRATE AT � WITH K N4 C'5K00K6 MOCE�KT) AS REQ'D NOT TO EXCEED �- PLAN F L GRADE I=0 X00 I -0 STANDARD MANHOLE - �--- g MANUFACTURERS SPEC - ASPhA i C CONCRETE OR 2M' 7 4 RESAR FRAME 8 COVER - - I CON:RETE PAVEMENT -�--- IPIP� FINISH GRADE --- ;; - - --GROUT ! 6" . .0 ' SET FRAME_ _ z LPAVING SECTION N' � COLLAR F_ IN MORTAR _ 4" CONCRETE EXTENSION RING o Ir PER C-I� OKI C-'1 ------ _ --------� _ - ,?'�;, ' 36"MAX INSTALL AS REQUIRED TO BRING c NOTE I MANHOLE COVER a FRAME TO a �' N ��Q ,�y� 6"MIN MIN _ A JOINTS T DESIGN GRADE - MAX 3 R. INGS w N �' i O ; ';:• DOUBLE LAYER F �"` PRJVEp ALL 0 BE C, � MIN �� E 0 TARPAPER , 6HANULAR RAM- NECKvJ01NT "-1 - MAX I� , U c F C�` ,D' ;' �' LYNCH CATCH SAS,N TO PREVENT CONCRETr MATERIAL 1- J .G 'o. `y I�o.+ 28"x 2B-SQUARE GRATE BONDING TO PIPE • MATERIAL OR - ECCENTRIC MANHOLE TOP o I EQUAL � � U. � — a � - � ?4%24" �"I S'DE OR APPROVED EQUAL )r •�'r:';�-" REMOVE BEL! THIS PRECAST REINFORCED SECTION „ - CONCRETE MANHOLE a �, MANHOLE RUNGS 1f2 OC SETTINGS � a ,' --- OR'G N^L --� - ' ' SHALL BE 3/4 DIA 4 MIN - I -G z CCMPACT_D SEDCING ASTM A 36 STEEL r-61/� �ipE 'ONE AND BARS GALVANIZE) � I < r� �► � . IN CONFORMANCE z BACK=:L! MATERIA` , TO ASTM 123 — - -,. _ o / > I.E. AS AS SPE;.I=IF.p 1/8 BEND -- 48 4.. a u ` sF NOTEb ON � _ - c CONCRETE ELANApr BENka q, I°ZEQUIKEI� ENCASEMENT m \� TO M ATG" SLOPE - 2 0 BC 12" I 12'� c� r .•„ , CLASS ' : •' , 6.. I MAX }--y MAX O MIN ` 4 CAT BASIN I — �-- -- f • , d .��•� '-o' CRUSHED CA N DETA L P Z .> RUCK CA; • 5,. _`..' NOTE �- I Al_L CLEAN OUT PIPE SNgLL BE �- INVERT AS NOTED ON PLANS W("KEL BRC)NZL THE TYI"'E OF rIPE U , K • wF„- c '• `.; •,'�� ;• ti�` 6�'•OMPACTED CLASS 'C BEDDING HIt.IC,EC7 _OGKINC, -.-- I'LL --QUAKE --- - Ftr�ISH THE MAIN 5Et FQ ,�' �?• �,� - -- _ _ __ .-_ .?o_.e;��:�'�'� GRAVEL BASE 3 TYPICAL SEWER TRENCH DETAIL - • CO V Ele +r,KA 1�E POURED CONCRETE ----- —72 SEE PLANS FOR SIZE OF LATERAL EASE C -8 NT - 3/4” HOSE — � ZI/� tI 5 STANDARD CLEANOUT FORM GROOVED INVERTAND MAKE SURFACE CONNECTIOW I �- SMOOTH TO DIRECT FLOW - C-8 NTS: I , uAW:E _STANDARD MANHOLE CLASS 3000 -3144 T GROUT ,�+ N I � I CONGKE � E � F NAME ANG COVER --, 4- 8 I i I . �MI'fH MOVEL 5810 FINISH \ — _ - VALVE VALVE ]X _k5KICK WAVER - SEE DETAIL I! FOIL GRADE - -- 4" CONCRETE EXTENSION RING 3 f'.:r{I:�:, - _. • '_-1_- LOCa.TION A-I INSTALL AS REQUIRED TO BRING o -- �MOIKTAIK Eser I I _ — MANHOLE COVER 9 FRAME TO DESIGN GRADE - MAX. 3 RINGS -- OR 12" MAX. 0714 SHAFT HOLE B ' MIN. . i LAT TOP SLAB 0 T48 RAM NEK JOINT MATERIAL OR 0 c� e ''IgUFFALO 'TYPE 314" ;,p. THIeEA1�Et7 HOSE 131 41 o CUKw5 vALVE PPDX —'- N � ,.' .o � _ - t�J1LET (MUEL EK N 8Z91.) `,° 4'•-. EQUAL ' ALT. GROUT C.rK4NULAIC � OK2 E-QUAL) STANDARD 48" MANHOLE RISERS e T �4 GALVONIZEI� x ,� 12 MA' MATEFKIAL MACKFILL 3/,4 " Cn1'I_E -- - - 3 n 5TANDARu LIQ Cg5yo 44.5"70 T-941} I�IIE IMZON r�l�'E � 6 • ' 24 4 1" FT SLOPE -rEPC 70 t u'' IKON I� I''E TW EA V ELL . • •, B,. 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Flhh Ave. Portland,Oregons7204-1274 _ 503'226.1431 Portland, Oregon 97205 503 227-0455 _ GATE SV A/PO. REVISION$ DATE SLISMITTED BATE APPROVED DATE SCALE 1 DRAWING NO. a � o AI-3 87-29 1 B 12 0, 111111 1111111 1111111 11111 11111111 111If lilllllll 1111111 1111111 1111111 1111111 11111 11111111 III I 11111111 V1�4141111 11��1111111�1! 111111 11 Ilillll 1111 111 VIII � �1 4 ( I T I I {. dpNOTE. IF THIS MICROFILMED I 5 � � 1b 11 1� R —1. --- 1 DRAWING IS LES � -- - � �_-_ S CLEAR THAN THIS NOTICE, IT IS DUE TO I I I( EIIII�IIII ZIIII 1Iil9l Zli11.�lllLl ZIIII�iIi ZII I liIl IIqI ZI IIIIIIII ZII Il.Ili'iii ZII I III I II Z1I 111111T1 ZIIIIIIIII IIIIIIIII(I,I IIIIIIIIIII,, I,J I I Il'iil'lil .�., Illi T IIII-1,6 Z �I Ilii]Itf11-11 [ lI I I T ITI6' 1B 1L 1 1F,,ill lIl THQUALITY OF THE ORIGINAL DRAWING, �l , 49 J UNE 26 . 1990 i n A B C D . ►; . F _ I oil f /i17 CPK►' C!604 p � - --- i ' W/aeov lb cto r43�;, 7 -+ * N SQ Tq A t- �7� yds, - � �►-�� I. �.n '� �/�'Cil�'�•I�r� • „q, g:7M ilIz- ISD GJ�'T' -loiz Qz - t1D ' G,� W ►NDN r;r'C�;�P �I`�/ ��' I��?. I a It�T�1�" — 1 �! i10 v 'v" C-H WA l/l� __- !7 I n Tol 2 Z ` M o r I �-�"`� �>• !3v a _.... _,._ .� I Mei I Ar 41- '1.►Dpi Cl T— fZ4 cH -t GH HOV, , ,k Vi i O A to _ 1'�U I f"; e 2` I�`'Ito t7 M� r14 I ill yp�z. � li ie- -TO 47 Wi —7777771, - -- - - =- 3 U�T Loo 540 G✓U Prpof IXi' J ��? G JAb ��I$ -� 1N I ►`�I��Uti� I mil L-41 Lo T I M I Imo, 3 T;�t EY--K;fr S49P 'Rye fifi ►�i7N cl 4 —_- -- -- -_ \ I ►► Z� 2•b X 4v'- b 10 fo`'I'C'I' \ 2-S !s:- Gt✓I 4,1 \ IST i ► 0 3 -o r - go M5pw.., M14KT U r•�'t�li i�, Irl.• _ 1O --i " t�� TvP Vyialeli � :� ' � -- -- _ ��___ _ WA Ll� �u P � ,� � U .� 'r'r of �-�-W'�I�w 1 \� 5 �--- � �I�-�T�►moo � -- - 2 ' 'lo C.4- f U WA 3� raw t� FpLak (Z ?�w A" �4 q 0 ro O - -o TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON r DESIGNED DATE TRI.m TIGMD SIT cm DRAWN DATE W&H WTLSEY d HAAM � &M'" AM [YETAIMi LARM 8" PLA !:NECKED O TE Sldd�non,OwhrMys t Mertlil S?.1 S. W. lith AVE. 4th flexn /55UEt7 FOR 0/0 --- _ - Aaer, 7204.1271 503.225.1431 ,,,•.�artlandz 22Z. rp -0455 O. OATS BY APPDREVISIONS OGATE SUBMITTED yDATE APPROVED =0A SCALE AWING NO. - 91 B 13 J 8 7 w .. � �1 ..�LfrlMlww �• .` • J _ 1 - � ill ( i ili ili Ali ili ili i i Ali ili ili •r i ili ili ili ili ili iii ili i i ili ili il� i i ili ili ili i i ili ili �I' � i i i I i ili1 i i iii ili iI,I NOTE: If THIS MIC%rILMED I 1 it I V + DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO DRAW I�NGALITY OF THE ORIGINAL g Z Z LZ Z 4Z Z Z �Z iL Z 8III Ll 191 11 IIIIIII I L t T I l T 8 �I8 L I 9 4 it S LTHE I 1 1111111111111111111111111111111111 IIIIIIIII lluhul„+ �fall 4l1111lIIII1�11F W�IIII Itiill4ll Iifllllll IIIIIIIII 111111!11 lill11111111ii11111 llllll�ll IIIIIIIII II111111! III1lllll II11111111111111111111r11 111 Illllllll 1111111111111111111111{111111111111111111111111 � J U N E 2 6 Olt, VL k A C D G H 10I If 5-3 01 got 1- 14 - - - --- - - — / 12 + 5T E E L COLUMN I -NON METALLICCC)NC KE �i t - I I I riQyARF � L NONSNKINK C;RC�UT 1 Foa'T INC,TEFor Fvc7TIN,;, j I fc.4oGec�ps' -- - KEINP-CWCEMENT ' TF -T - �• ' T� ►"� ` 3'' CLK• r � �__ •�"OF 3/4"-O' C.OMr�AGTEb CKU51-IEO I'e'OGK IZEINFOKCEMENT A SEE FOOTINq SCHEOUL.E FOR LIMEN SIGN • � TYPICAL COLUMN a FOOTING DETAIL f / S •.•1 N.T5. - - -- - - lo _ OL FOOTING & COLUMN_ _SC_HEDU_LE_ `>=OUTING GOLUMN`WgLL _ I3A.SE PLATI= - / LOCATION TYPE THICKNESS, IN. TYPE I A- ° -44 1 FOOTING SIZL —A REINFORCEMENT SCHEDULE NT SCH "D — "—' a-pl� Q 3115 , f F00TING FOOT ,'JCS FOOTING, f,EPTH TOP q' E50TT0M • _1 / rI FOOTING WII2TIti T!-l,rlcNcSS OFG(-)v - FOOT1Nr, I j/ TYr-E W1-FT -IN t FT -iN d FT --IN - n / � ISE I N FL�IeCEMENT ti l o" o•G. E.w. / It I t3 3 d O•C• E,'W 4 to ag� O.C.. E,w. O" G E W - - -- -- - - - - -— -- -- - C-2 > C-3 L? '/Z11 2 & z II Z It --T I� I F ._4 A 3, �_.. F-6 3ie w SEE SHT S - 3 Fr--K C>ETAIL.S TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON DESIGNED OATS TW144T TIGARD T � �A�MC r� CENTER-!_ ORAWII DATE / r 110. DATION PLAN CMFCM;F1'1 HATE UD I M `:?1 S `ti'. 11th AV I:. 4th floor Poidind. Qrc 503 Z. 04 r,5 al0 DATF Br / AMD REVISION$ APPROVED BATE SUBMITTED DATE APPROVED PATE �,�L-"E — •!'� �' DRAWING NO 5-- 1 87 - 991B 1 f � t��� I I I I I I I'V I I I I ' I •r' I I I I I I I I I I I I I I I I I I III I l l i I I ' I II_iIll I I I I I I ' I I I I I I I� I1 I 1 1j � . I 1 1 1 1 1 ! I L1 1 1 1 1 1 ' 'V I I I III I I S ► � ..•.+���ral�_ ;.. 1 _ '1'.11 "Iiillll � li � ,,lrr�� i ; � i � I � III � I I � IIi � i I , III � , � Ili -�, '�`� .'1' '� � .� + �10 � IIliil � � Ili� NOTE. IF THIS MICROFILMED ( 1 l G i 4I DRAWING IS LES^, CLFAR THAN THIS NOTICE. IT IS DUE TO _ _ _ �T T- __THE QUALITY OF TNF ORIGINAL Z6 Z L ZZ 4 Z Z b,Z Z j�► Z 6ll G l j1j! 1QDRAWING;. � II1 ( ���I11 IIII I I II1,Is IIIIIIIII IIIIIIII�I fI �•� n 1111111111 ►I lI, , I IlI 111 I JUNE 1990 1�• IA B C p • E F G H t NOTES • 1.) COMPACTION EQUIPMENT METHODS 5Hb•LL NOT CAUSE t7AMA C,E TO KETAININC, WALL, WALL SW,,kLL 6E. CUKEb TO ACWIEVE 7D'/. OF-61-14W WrWEN4'.-TN•P`WI01CT0 15,kCkFILLINq s, 2) C01i,4CM2ETE SHALL HAVE A MINIMUM Z8 OAY CONCKETE 15TKEN(74TH OF -a000 P6 ;b .3) 12EINF0KCINq STEEL SHALL 15E aW PEFOKMEb MAK'b ASTM A II ' C,KAVE 100• 3/4° CHAMFEK ,J -- — TUr WALL. ELEV, r S - 2 N I N N .► *- _ 3 3 BACK OF � � t 5 Z � ��� SACK FIN19H E1(M'C7lSEt� I FOOTING S " 2 U J ,' CONCKETE 121LLY Q ! ----� 3 u uj .z ; 410- ANC,LE �-- l"1OINT J WLL ` 12" STEEL - FFZONT OF - "10° ANGLE f�l'�INT c_ SEE bETAIL� A 5 -Z COLUMN FOOTING, l II/�"GLMt• �,` / b u _ � 4 � IZ11 0.c. p5AC.KFILL TO 5E --' HOItI Z• �TOl�OF WALL - 1-10.33 11� 4KANULAK MATEKIAL O BE CAMI°'ACTEt7 Q• RETAINING WALL PLAN �. ��.� "v TogS�o OFT-�� r� PENSITY 3 IS — 2 51OF-WALK ELEV. 9 �. \ ,► o ' ° -3 • SACK FINISH EXh'AN51oN JOINT ,•••� ;. ' ° ° �' Z WW EEPHOLE� � _ �-, � q0` ANC,LE EXta:SEV C-•ONCKE T E --� CT71.) SEE VE-TAIL - Top WALL ID FC)iNT i EL. = 110'-411 ' \ q00 ANGLE f°bINT ° �---` ° • I • y = _ -, _ -/ _ _ 31'CL -POUK FACE AGAINST 4 �. • . . , - . KI6E NATIVE G kw - I f I I •{• 1'. \\ C T,r lam) EL..= 164.15 w iii E 3 .o t L. to t •i I o N' .1 I. I I. - I - E 25 F bZ O b . '-c•-:-�-rte+-r•:• ] _. EL,= 158.5 - POUK ON FIRM NATIVE 4 E'L. = 157,5 O" SOIL OR COMrAC-TEt2 � { EL.= 157.5 BOTTOM OF EL.= 1510.5 - CIIeANULAIe �ACk FILL I FOOTING 4' 4' 4' I $'-OII it 1O'-OII 8�_p° c� 41 �}I 101- 811 3 RETAINING WALL STANDARD SECTION ` COLUMN _-� F E D C B A By TOM'OF WALL I GKIv LINE IZ �' STEEL COLUMN EL.=1'10.33, EXCEPT 3 I, Zo.011 20.011 24' -014 ZOO -O° ZO' -0i1 Tar of WALL TO I W ITN �8 THICK WALL 1 y MATCH SIVEWALK ELEV. WITHIN VV I SACK FINISH OF COLUMN WALL i EXM'06Eb CONCKETE RETAINING WALL ELEVATION . 7. S -2 1 811 - 11 -ON - I `� FILL STEEL COLUMN • � 7t0M' TO MATCH «-- - l 3/4 CHAMFER I SIDEWALK ELEV. WIT" CONCRETE TO E L. 110' -411 • _ - y SAC1G F1t•..1SH • • I ( EXPI:2 GONC• - COLUMN GKIp NOTE'• LINE Z Ft707It4C, GONTKAGTOK MAY ELECT IN LIEU OF l I INSTALLING, A SINGLE FULL HEIGHT u STEEL COLUMN, INSTALL THE STEEL 1 Ba BACKFILL TO L9E b G� O.G. ! COLN MN1 IN T WO SEC-,MENITE. IF THIS GKANULAI� MATEIeIAL (VE KT. Z - oil 21 _011 ZI _011 WOKIZ. LEN TH VAI+<IES 3/4� � ET O� 5 ELECTED, THEW Lb J INT ---- _- ,. C0MPACT El7T0°I5 ',p oF" _ 4® 1'21i0.C, BETWEEN THE TW05EC,1••'IENT5 �'WA.L.L - 4 �F 6(P 7 C' 4 _ VEKT. S ® Ilol' O,C, I CHAMFEK h-IAX. T-01 G1 t�EN51TY �NOK�Z� I .� 15E LOCATEtJ AT LEAST 12N 6ELOWTHE II �' I lIz"CLK, b e 1 N U,c..,` TO WALL _ _J FINISH C,IKAt9E OF THE CONCKETE. NO VEKT) - EL.= 170.'!3 ° WELG JOINTS SHALL 13E rEKMI1TE0 _ ABOVE THE CONCI?ETE SIA IKFACE. 711 THE 4 12'1 c� STEEL • SACK FINISH 211 r LK \\\ , WELt9 JOINTS SHALL 15E OF AVEQUA\-TF 15ACKFILLT0 I6E THICKNESS 4MV SIZETO ASSUKE EXIa05Ef? •' CKANLaLAK MATERIAL FULL STKENC,TI-1 OF THE STEEL ICOLUMN l IZa COWCKETE \\ ° C0MMsACTE17Tb�15 N, COLUMN. 1 IMl3E17t�Et7 IN %� ' r 1 I'�z" CLMZ CONC• COLUMN s .', \ 2Nc.LK. I'/z"GLK. ° N\I OF MAX. T-Gt9 t2ENSITY • lu 'S WEEPHOLE - SEE bEYlSIL r`Ole COLUMN 1Z\ .,. .J:. i 5 I v I 'i e 1 -M I •'r r V E IQ'T - L - 1 i o 777 1IT1171=7711 . .�• 114 _ • ', % - ( n •... 411 • 8N it CHOKIZ> I'� GKANULA,K iil_pl V , \ 10� ?" Z • 4® 8' ,\ F3AGKFILL ` VAKIES ;b� ° o Z O.C. _ - 3MCLK. C0h1t0ACTEt� It MIP II G.G -3 CLIP . 30' O,C. 101/411 \\� TO q3� - "` -- - V .• -- it - + -sem----• ��4 ALL VEK'rIcAL l'SAKS r=--r-= ,.--- 8N �{4® I�"P.c 1 IN COLUMN Alet-A 10' 411 `� pN t O 2 I ►` Z AKE b - - _ _ Ct- Q_ - tw � - - -- _ .44® ®110•G. 3°CLIe I 311CLK. 3'-0" -71 , I — T I -�'1 I �.._ ... -- -0 11 �# Iv MAKS RETAINING WALL PLAN SECTION L5 RETAINING WALL �� RET. WALL WITHIN 310F COLUMN C7� RETAINING WALL AT COLUMN S - 2 I� - I1 -011 S -2 Ian a I' -0i1 S -. 2 1/? it = I'-011 $ - 2 V?- 1, E . N,,• _ _ TRS - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TIGARD TRANSIT- CENTER DESIGNED - DATE LdLN1CN DRAWN --- DATE %� - ` II ..� �' & H.�i�1 _ RETAINING WALL r --- - -- CHECKED DATE AVE. "'TRi MET ,___ _-- -- -_. ---.------ __-- ', 521 S. 'N 11th t 4th floor I� rssuFv FDR �;v f' Aland° Orczon 97205 5U3 2?1-0455 ��• DATE SII' M"PD REVISION$ APPROVED DATE SUBMITTEO DATE APPROVED DATE =CAL'$ A ItO. �5 NOTE 87-291 B 15 - I h a>; 1ppn;t I�M —__ '11? Ilk Imp WAS !� .... w. J e• *- �..,.,, ,•�,L,...- ,.ire ; ♦ � n.,,n.`,. ,... �„ ,• e•-•w•r,'.r'^...'.n..r._..._ _ . t`I}-1`� I`I�I�I !�tII�! I�III 11jI{t�I Ijlir t Ijl(I�t tjtltll IjtIIj1 tjlll t I�I�t�I Ijtl) I I`111�1 I,I I I Ijl�lll IjIII I I I I I Ill�l I I�_III �i j,J t �;I(�(iji ijI i�t Ijlfllt t�l t "•-'- �`•• IAW­ J 11 11 I I I ,� NOTE: IF THIS MICROFILMrD DRAWING IS LESS CLEAR THAN THIS NOTICE, I- IS DUE TO _ — -- --- — THE (IUALITY OF THE ORIGINAL I ( ( ` t L Z LL Y 4L Z LL LZ iL L E t i Lt i t [ [ I I I [ T 8 B L 9 SI 6 L r M DRAWING, JUNE 46 6 19920 r' t A 8 C D E F G H � � W 1 I / 8 4 _� r •i '/4' A,NC.NOK BOLT f_ � ;� s MIN. OF OF- OF I,4UT t 5 3 . ' ; 51 E L C3A5E _ PLATE ,� A160VE TOw' OF NuT ETAS E 12, (LWASHEKS � 5f E E L ��-' � z I ATE _-- ' COLUMN A A �� i v A •A`IL" LEVELINq NUT II I NCS N FINISH N - �� • C�KA bE I l�KILL t sI61 HOLES C"AC-K WITH NON - FOR II/4" ANGIH Ok - - NON- MO yT WA5NER5 S H K I P.1 K bKILL 11116" HOLES CN FOK 1 '/4 r AN -Holt 5HowN1 NONSr�KINK C,!¢OUT P�OLTS �WWT � WASHEKSECTION B - 8 -(OWN rvl" FvaT INS - .- FOdTINC, I i_� i KEINrC>ICCEMENT PLAN 1 - 71 a r �, - 2 t — 1 , _ ANCHOR BOLT / BASE PLATE -• ..,� - - : .. ,- PLAN 4 CONNECTION -IZ'' 5rEEL COLUMN �---- - !�. T Flo �71b ''``/ lDu THICK WALLS S - 3 -- P�OTTC>M 3" CLM. -I - ;,�"oF �4'-O' COMPPAC;TE-0 FOOT1Nq GIeUSNEb FtOC►C In KEINFORGEMENT STEEL COLUM<v � SEE FOCrrlr.ic, SC:HEG'Ul_E w/ 1!Zn WALL THICKNESS `=EE a✓NEET 5-I FOIL FOIL G'INIENSION SECTION A - A —� r2Elh.iF'OI[GEMEN7 ____ I �b° � LSOLT HOLD TYP. COLUMN @. FOOTING DETAIL 2 TYPE I BASE PLATE I �!Z" — S "3 $ -3 ti. -.s. STEEL 5ASE pLA-TE SECTION A — A TYPE 2 BASE PLATE FOOTING & COLUMN SCHEDULE S -3 N Ts 3 F<)07INC, COLUMN WALL BASE IILATE LOCATION T1frE THICKNESS, IN. TY I°E I&,- 2 A, 4-4 4 A-5 4-7 A-b A 15 /b" 1 io x V 1 COLUMNE3-to 5 3/64 1 3/4 °x l'/z"X 7'iit -8 15 3181 1 WELD rLATE _ _ 314" IVLYWOo� iNSEKT j jl - IA. IS116 SLOT WITH 341"c MOL--r 1!711 Z �'I� i\ /Up TO WITHIN Z' OF Tod' i TIGHTEN NUT HANVTIC,HT A Z t�� -- — - _ --- �� OF WALL LOCK WITH LOGKNUT _ — I " t� - MATCH COLWAN C_ 2 COLUMN � � TKU56 MEMMEK4 WALL THICKNE`yS Mb-Z WAkLLNIES — 1:2-1. D !211 -L G7_b " 1 G 3/Pi CONCKETE WALL 3�4 x b 1 ( � DOWEL1 ` PALAK;,-:ATF_P STEED 7UE3E70 E _Z sibr I FIT INTO L K lo" TKUSS MEMMEM ( �LEEvE ONE SINE V E -3 E ­5 E5 ala" I E-io 15 i1 a r I J Tr ,� r E--b F -4 31er _ , COLUMN CAP 6�,�. CONCRETE WALL EXPANSION JOINT c 7 STEEL TRUSS EXPANSION JOINT 0=-5a A 3/ 11 I — — -----_— _ 3 N T s — -- — — S - 3 — I, T C, — — — — — 5 F -, A a/e" , S-3 N T 5 S TRI — COUNTY SII ETROPOLITAN TRANSPORTATION DISTRICT OF OREGON GN Tl (- -, ARDRAMI I� CENTER I DESIGNED -oa r f TRI_IV*i / WIL.,.SEY & I iAM L c-ALMON T DRAWN GATE ;. r-�` � �/�. STRUCTURAL DETAIL H' � CHECKED DATE 6f5TRI-IMET 521 S. W. 11th AVE. 4th floor ISSUEV FOR 0/0 Portland, Oregon 97205 503 227-0455 NO DATE �BY APPD REVISIONS APPROVED TATE SUBMITTED DATE APPPCVFD DATE SCALF c �iORAWING 004 3 7-29 1 - W N y c � ' I I I- I I I I I III I I III I I I I I I I I ,r I III III III III I I 1 III III 1 4 1 III III III IICIIIIIIIIIII I I1I�_ .NOTE: IF THIS MICROFILMED 1 a. J DRAWING IS LESS CLEAR THAN _ THIS NOTICE, IT IS DUE TO - THE QUALITY OF THE ORIGINAL s z cz z I 4Z Z Z 71 11 t$ (�jT,_I �j I [ I G[ [ I I j t i [ (�[ f 8 L e II ► >: S t rr►. , DRAWING. II -�� ll ' ( {I I J Y 1 I I (( II 111111111111 I I . .I III 11111{1111111(11111111111 4IIIII4�IIIIII4II4IIIII4, 4111411 111 II SII 1111 � , illi lllllllll Illllllil 11,��1111 IIII�IIII Illllllll IIIIIIIII 1,1111441 111411(1111114,III,IIIIIIIII,•fllllllll I111111lL,, . I! I4llluli iltilll�� 44111 l fill 1 14111I11( il.�� 1411141 :2 A$N JU 26 '7 , 1990 �1 A 455 A--t;, } - I4 1 CGL, I P -- b T.4, 6M •T•4. oM I 4x1 ?.S. 41(b 7,4. -T 9X orv -9 - •;`� --- �, M I�-1 6 Ordr. i - _ 1t(a Tyr. i C2'jf=i �. •� �- 1/4 I -T.4. apm d4 fs -r.4. VFW 'I sr. ��b Tef+ • - ISM � J ILA �q uTA, / TAP, \ 110 41.E '� \ L-110t---- 2 - i -• D � 1 � Rccvw �,— '4)(b -r,4 4)cb (z dtL4 Y4 f I V1 x4Nt - - ��b 'GS. I'•IAb 4�b T•4. p 3 & -.4. 2 � i 'F�b 'f,4. fit' -r.4, IL U Pt,77t*� Lolll1, 0 'fes I D l z'-d" ..4, 2 - Te7 � i 4 hI,1 _r114 I X24 Arvcf T.4. f3+.41 4�e•r-�, s h� 4�b .S. 1►-! 4�b 'f.h. Pyles T PU FL! - -01 /; ' All4 x b T.S. fil�i 4�b •T.S. �'JM ��ri T-'�. �M 'q�b T.�. 4)"(90 1.91y. tr-,�,�,�!,4 r� 5 t i I 6 s � c�,,,,,` TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON -- DESIGNED OATS TIGARD TCENTER 1 �W ILSEY ac H�M DRAWN DATE � -- - MAMNG PLAN AND DETALS '- CHEcD DATE 521 S. W. 11th AVE. 4th floor Skidmore, Owings & Merrill ;'h5UEt7 P4fz d1�7 900 W. Fifth Ave. Portland,OregonQ7204.1274 503-226.14'11 Portland. OrCgon 97205 %3 227-M55 DATE �7AFM. REVISION= AP► OVER DATE SUBMITTED DATE APPROVED DATE SCALE I I DRAWING N0. S�. ��_�� 17 �'',JJ vv 11,�s 1 B 4w9{,. i .p ^ Yr','!►"1"H..,rge:*i,Mr• p Rx<i' A ,�i" ') _.. fir+ .• _.,:a'a1v. �• 4w'-• ..r..,rr.r, µ v,�M, / 7n+.!"!(}I�- ' } IN.etMa ,�.(�. "f Ix�' „ 1�^��N"'�" 7 1 II1jf11 1111111 111 1 1 11 1 1111,1 ililili 111jr il11cli 1111111 1111111 111 � i1i 1111111 11 � 1� 1 111 �11i 1l ' i i 1111111 1111 ! 11 i 1 �1 �11111�:-11 ' t+il,�liLililtlili �111i1 � 1111111 �l�li kr ,� 1 { NOTE: I F THIS M ICftOFILMED ---- DRAWING IS I ESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OR IGINAI_ Z t Z 7 � 9 — —` Z [ �, u E Z BZ LZ 'dill 4Z Z i. 6T[ [ Lt 1 [ 1 [ EI [ It t tl F! L DRAWIN( . � 11 � 1 ll l l ll►llilll ►1i1111i11►11111�1!Illl11111,�r �;�,11{II!►Ili►l 1�1111�►I�III�IIII I!�111111,It1111111 I►I!lil►l111!►I!!!I !►►!l1!!111111►i111111►l!!► li!lllllilll!Illllll►liilil!l !I!�li►!! ►11111!1111!11!!!1 !!!!dill 111111111111101111111111111l1111111111111.►111111111111I1111 ,1111111I Ii i NEU 1990 u " x e 1. C�. 7 r4-. A g C D • • IF G w '14'VVALL \ /GK0UNt7 WELfx / 4 x Ip STEEL TUISINC, j WI/ '/4" 1I4LC-K WALLS FLAT t EV E N I WITH SuKFAcc ___J w/ 1/41 W A`L / Z / SECTION A -A 4', 44 6TEE b I 4/ V4 STEEL T'U1LL5 TwmINq `"'/ '/4" 4° x b" 5TEEL-I-UBINC, 4"x!." STEEL TI,IdING, x 4" STEE- fuBINC� N'/ '/4 " THIGK WALLS I/4 " WAL `V/ '/4W " ALLS 4'-O"O.G. I WALL`' `'`�/ '/4" TRIC HALLS / _ - l." STEE e. WALLS LS 8" �oTEEL 4" x io4 5-fEEL TUBING, \ , / \ \ +I✓ING, ,2 -4"x 8" STEEL TUBING, �'VA i-Lco " THIGK WALL W/ �/4 4 THICK WALLS Q I �8 t Z `N/ '/a 4 S g I t." 13 r ----- -- - - ----- -- .j 8 7' I � �n 23 L' 2 ,� _q" Q R -n' Z4' - 211 Z3' - 61�" L FF TYPE 6T-RUSS TYPE 3 TRUSS, S - 5 rA TYPE_ I TRUSS _ S - 5 S_5 SEE t7n.614�/ 11 "5-5 10x to ✓T EELTI.algiN�:, \ 41 )( 6' 5TEEL­TUI5INC, �' 4"x I." 5TEwEL TLI&WC, / i/4 " WALLS WI/ '/4' WALLt� � ---cr� W/ 4' WALLS 12 ` Tu 151 N5TEEL b 4" x 8" 57EEL HALLS i 3 'I W/ '/-4' TN ICK WALLS V I I Z" V" x V" STEEL 1 Ut31N(; � � 4'0E 41•01 5TEELTU IKIC ----- __ —_--- -- ---- i 411xlon '�:,TEEL W/ '/4' W,&LL5 TLILSIL1Cq'^i V4"THICK. -- WALLS SEE 12ETAI L \ �-) _per � G _ TYPE 7' TRUSS �_5 �. L TYPE 4 TRUSS S- 5 • l (e" X �" STEEL TUL°SINC, W/ 1/4" THICK WALLS -5 3/(61 i 2 F�8 II � l -C> �- (ally l." S-TIEE'�_SUL'StNC, _ b" '/4" WALLS C I �. w/ '/4 p WA L L5 4" 1.x 5TEEL T U t51 N I \ t- ----- -- -------- __ / 18 n 2 4'-Z q 4 x W tb-TEEL 7"t5INC, N1 V4r �.__ _-_-_ TYPE 2 TRUSS WALLS Al p" NOTF_s E _ TYPE 5 TRUSS -4 K 10" 5-fEEL 'TUIS'NC, II CONZKAC-TOK SI-IALL VEKIFY ALL PIMENSIONro - -"--M�— `^'/ '/4 " WALLS NECF 55e,rcY TO FIT At?JACENT SUIoPOKTINC, S_ I'_cn MEMMEKS . &.NY vIBCREpANGIES 5HALL dE ISKOUGNT -TO ZNE F-NC4IWV_F_ K45 ATTEN'T(0W . H TYPE 8 TRUSS 2) JOINTS SHALL 15E t5PETAILEt2 MY FABIKICATOK L^ - 5 J E:_ NC, TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON DESIGNED — DATE TRI-W TIGARD 'TRAMSIT CENTER L SAL MON DRAWN DATE y ��'l I ��1 :1 i ' `,f�t TRUSS DETAILS TRI MET CHECKED DArE r � - — -+- --- - — -- - -- _.. - _ Sc] S. W. 11th AVF.. 4th (lour .55UE0 Foie b/D Portland, Oregon 97205 503 227-0455 APPROVED IDA E 811 PPD REVISIONS RATE SUBMI T T E U - ._ GATE APPROVED TD A T F -- --- SCPI E DgAWING MO ----_..�__ _ _._....._-.- _��___._. 5�ow .1 1 S - 5 87-291 B 18 pw �,. ►- . - ► IIII III IIIIIII III III III I I III III IIIIPII�II ' ill III III I I III III III II1 !II III ! I III III III III ILI III III I I I I I i � l �l � lllil��l III ilJll i lli III IIIIIII III III �IIII l NOTE. IF THIS MICROFILMED I 1 4 1_ _1��� 14 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINALgi9 9 ► l: ZDRAWING. IuII,IIIIIIIH IIIlllll�« Ill .lt{ I� IIIIII , IIIII► �I f , .4 JUNE 26 199n - I x 1 t i A 8 C a E F Li H x SCALE Plant List 0 20 40 _ I _ ------ • Kt:7 SC. NI%Mt- CummuN NAME QTY SIZE TREES r AR Acer Rubrum 'Arinstrong' Red Maple 24 3" cal. N C T'f P1GPL GT Gleditsia Trio 'Shademaster' Honey Locust 4 2y: - 3 cal. T Pinus Contorta Shore Pine 9 6' - 8' • ! SHRUBS , 1 AG Abelia Goucher Goucher Abelia 12 .5 gal. 5• -- - � 2 CO Chamaecyparis Obtusa Hinoki Cypress 7 6' n► - - 6- FZ- E EuonymLrs Alata 'Dwarf' Winged Euonymus 14 2411 - 30" ht. IC Ilex Crenata Japanese Holly 16 24" - 30" ht. MA Rhodadendron 'Mollis' Mollis Azalea 6 24" - 30" ht. PS Pyracantha 'Santa Cruz' Santa Cruz Firethorn 45 24" - 30" ht. PZ Prunus L. Zabelliana Zabel Laural !S 5 gal. SJ Skimmia Japanica Japanese Skimmia I-7 13" - 24" Sprd. dodo __dodo GROUND COVER I Ili Hedera helix Common Ivy 2VI pots IV O.C. / - 4-- • r SEAT Vj ), ZD" H Pv W FofLaC;) i�Jtmf 1 No,-- I krfep-LGGKeo (-j)-------� i1 f� � - - - GT �..(z � - All L �'� - GT F'EzyI DE (t;j-ZxZ o1.1 tplk:w b,,ULY DU(JbLE•y�:0 IZ�f�• 4au�Il�D WII�I � �...� v � • I • -PG -__.__ - - , dodo. • � � • � ' i 5 Q ,)- • 1 , C • ___/ door- • . �,� � .� ✓- �. .—n-r r-v>- a/�.ft�'t.,�,��w1 � -. ._ —__ -- _. --- --��---- �..- dodo--- - --- -----1 _ , L N� W F-1p. E}�` 'f1F� __ f - F �: t'►1��. G G LLS L 4 _ l.l�^c;�J s�1, s - - N Tc PTS: r QI /O�r ^JL ( 2"'. '. (0 K I� ` I 5o I L - I �. ,-G. r i ;r I N�� Ft1�� ►�f 6►�JK�1 i �11•J. L�P�JL� MIX — �-r r� ,,�, � � - 1* - H�✓�(�A �Lix Irk P�.� ..A�r ���� P•r�U ���T�S FILTER FPt,RyG —_dodo L P`r �G?J1 �7 �7�f�G (JCS r� dodo. _ �-OPF..�.l t`YlC�,L..bP dP,lJt!L,1G 'iP,U►•11� ?�lt'G, �, __.__.� ``� y ,�1 I C &d/' I _ e Il�• .•�•. „ f"w t�Vl >?- Uhl � o �I� e I� I l0 1 I ,�. - I Zi A1or✓ CO��I FGr`�� �1 '�r L �� YEP IJ I T H P6 2i. � • . •' .9f P�NGr�dr2� F' = MP'•rJI�FAGT'�f�RS �J,1r''1FJ`�i�"`T-IDI`I� ��`=-- ,' �_ ^� I ,'��. GOMfAc:'1� ,`�1�JG mil_ 1b *'3 CD ?'- �� • r �' , 'r- -_ 3Gb0 �� . � �j G- Ill 3 Z t�ME� DWMe'Lr4 _ = 'flDf•( - — r �• �►' I f,- dodo . _--. Planting Detail Planter /Seat Wall De '-ail ? f 3 �7 --- ---- -- --- _ V TRI -COUNTY METROPOLITAN 'TRANSPORTATION DISTRICT OF OREGON j SIGNED nArF 23 �j� TRS A4Y { - V _ TIGARD TRANSIT CENTER (,R AWN L)ATf r WILSEY & �-IANI C"' HAROLD G EE41ER F' �,,,,� OREGON w _ LANDSCAPE PLAN CHFCKFn DATE �' L(�(��, ` c�, TR! lMET t �o, �, 5�l S.W, llth AVE. 4rh Hum 1 155LiEI>' FOAL tsli7 go 50] 'L' •(A5J _dodo � ) -- — MO DATE 9v A"O RE VISION�d 1 l � � - -- �-' t Porclalld Ort n 97205 APPROVE(' ORAWI�t,(, MO i �( A ! i A ' RMITTEp TpATE O0 TF APPROVED r`a , f 1 2� J 45 NGTEb �"""' 19 • r I I,I il , III III III III III I Illll III III~r I III Ill Il; III III Ill �ll � III III III III I I III III III I I III Ili II . I i I i I i � �i � I ' I�I III hall LI Ili III 1111111 Ill SII Iltllil - _ dodo ,et NOTE. F THIS MICROFILMELI I J 4 1 DP,AWING IS LESS CLEAR MAN _.�_ THIS NOTICE, IT IS DUE TO _ ? �j�- THE QUALITY OF THE ORIGINAL DRAWING, £ H 8Z 1 LZ Z 4Z Z F.'�Z Z I IZ 7 8t I Lrt t 41i ►1I.i� Ei 1. lil i I �II Till � '� 11 ��, .I, � I ' IIIII!(r{lull I ll l l ' I� IIIIIIIIIIIII�I 111111111 lllllllil lllllilll 11111111►l�l►llllll lll��l�ll llll�ili I III 1 1 I 1111 I IIIIIIIII lllllllil III11nli 1111111111,, ,JIIIIIIIIIIII IIIIIIuI� IIIIlN4�ul I 111111!1{III1111L 1111111 1 Illi (1111111 - .,11111.111 1111111 1{11111111111111111111111111 Ililllll III . N ` - 1990 A • 8 . C p E F valve r:ey 1 2 3 4 5 x Size Z" G RM ­ t SCALE Head Schedule/Legend 20 40 Sym. Arc Description G.P.M. Rad. P.S.I. -_ - - - I/ — I —. — , y •r r T—V�IDG G✓L�rfi�E II 4-_-_ !ZOO j — I^�o�DE 3 4' Si,r.Ev1;5 4, –- • ._II_ - _ � - – �- Z E-eo T 4 I El `6T l .2°I 2(.0 \ ��hP��r"'D RGM - (o Got++Tf�u..EF�- wIT�+ °�✓- I(o t`Ion 1r!ouNr0N rorJG. I' I '� PP►D, C cr�RD. ;o rJG�J►t �I F �'�-e�� �E 4= S�e Eve, tJ�I tJ I,I iJ E 2.2' C,'0�55 ZOO r,V.G, I _ I �; rra �.Lk.G• I I �,.�:fZ Gz-A� �I -A ►I I 1 ! I -- - � �3j" • I 7 � 4 t.� H EP•D5 To otJ i 8o co �o I G-S . 3 • 2, 5 STEM DE51 bf•� S bASEP o� P Pte►�.18�� iorI + . �' � T SIDE of 3. P�P•rJ I S SGr�E{�'IPTIG , l.o�!�T'E PIPE � GvM r•'ID� fzE�cMEs ..__ ------ ____---_ ^ J ZOO _ _ • • rGG GOI`�-�-�'�r'�'"r'O�t" I� ��0��IE• �L'. -off-- �"� JIV �r,J G f�'V V�r � V�G� �^ ��I i -� 4' Fig"- STP`�-�.+tJ p'• I,,�.- `��E E�6S i VNO✓ c!�FF W/ 't N►5 r1 E°�E -- ��'^LV' E'�X W�Lo"K'E u D 4 N c� C����� VIN nP JA I t Irl r Z7 rvc� y . . :TIi I /', Z FE6GD �P�I�F�-o v� �tJT+ - Y _ / �, NrRZ ' - W f 2 � � -N PVA P.�.� (:tJ GL05 I �J ,'A L t O 7, /� UNE - NO ���I I ow 45 •�� — - ` WG TEbe S vF E'lL -+� - f�N� N J 1 t✓Lt: R�E:+~ C � � P.YG. N�PI,E - �. �o° P".'G ELS PVG - � 2'/� �v,i� ��- _ .�� -_ �. rL�2 I'�P'ItJ UI'�E � -� We �E v� E:,� ►�t,il� IWC — �G Eu. —_ 1 '--'�,�..,� � � � �( ��(' _ l.�T��� uJ PF'LY UNE VNO✓� - YY+`. 4) Gt1 i"• , PVG N I FFLZ 5 Backflow Preventer Schematic h',l TC Automatic Control Valve Swing Joint Assembly Manual Drain valve TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON .,� tit SII,Nf 0 DA t E �� ii?I IVT T I ARIA TRANSIT CENTER 731 40� -- ------- 1`�; �`' BVILSE'Y & HAIM I ' � + pAAWN GATE s � � IRRIGATION PLAN ..• — � HAIR LD G/.��EEVER � � C,�,� ���"•��T DATE ll, O�FGO Lii' \521 S. W. 11th AVE. 4th floor /55,IEV FOAL 0112 �a" b Portland, Oregon 97205 50.3 Z27-0455 #d() (,ATF SAY ),AMD REVISIONS APPROV C) --_DATE C'I�F+ A�C� t1Mi tE(i rDATE I ac < < JDA TI SCACf AS NOTErJ DRAWING NO � -2 11 � C� 87,-2 --- �a , .. . , . s _ III III III III III III III I I III III Illlf Illllllll I�III�I IIIIIII I , I � III IIIII�I IIIIIII IIIIIII IIIIIII Iltllll VIII I II ! � I I I `I �� �I I� I.II � I (�j+l I (�III �III� I�III IIIII�I I �I�� y. NOTE: IF THIS MICROFILMED 1 �� I I 4 I I I 9+ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _w — - ----- ---- -�- --- -.__---- — ----- - -- - --- r — -- + THE QUALITY OF THE ORIGINAL £ L 8,Z L Z Z 4 Z� Z L t Z Z 8 i i Li � TI T l l �i i i t t 8 jR L 9-I-�I9 DRAW ING. � 'll ! � r !I I�: I I � I � I I ( I IIIIIII Il� I� � III II IIIIIIIIIIIIIII Illllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII Illllllll Illllllll Illl�Il e IIIIIIIIfilllilllllllllllll.,VIII IIIIIIIIII�lllllllillllllll,illllil►I llllllllllllllllllllllllllllllillllll IIIIIII.II� ,1,IIII�II�IIII,IIIIlllll I,Il�lil �� ml Illllllll 1, l i ll�ll l ll I JUNE 26 +: 19 9 0 M c i i { a r. E A g �; • p • E F G H �rc T�►�•rl'.:7 AI.IC7 �+._....-�-��'..p►'TI� ------ I G'w'T INom; <- I T- F) r ._�ral�.r T► ��"1-��I� T..� c�enlNN ' -"T' ! �/ /. 01 4 - --- - - - 2 G. A .mak G -<Ile; / A r, 1 A I ,., - --- o ,4 _ J i4wz= cz a� U -T�►�i 4=0&.L- FL PL t _ 0 FL --- �cam. r✓1 T� c�T�-�'-T _ - ��� _ ,-I 1 I.-�� : L �0 T4;�; 4=p,� w 17 w I 71H 1��"�!w 3/M�-4�T{IQ) � „�� I T►M G=•=i �,.--}c. L�F�a=- ►�►c�T 1= 3) • iJE�W ��Ull.pl NCS► --� `J__�� __ __ y 1 �.. T© ''�Asfy1;L-- THIQU 1�.L.G. :I�►�.I--�T�a cel ✓�I►� k-417" r-ONPUIT O 4, ° NOES j(<E L cow MN I 1 \ 7'"1 N Ca GT �M��a.iZT�G�1 T'— �--•--- �P��.� 1�t✓►�I•a• � ._._ _ TAP u'►� Gv►.Ira iC.TC 2y ( R, `�� ! 4-.Jfvl7 S. —'� G �j►.1TAG�'t"�i� �►� 1 10 5/b 71�A:-� ✓�L'�- ".A!�!A3L E + i' 1I 4 G-ALI I I II ' I 4•� �•= ' . �►1�I���1-i� Ca K�`�_ r:. ' L .� .mss v, , swTA TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON DESIGNED DATE OESIG 1+ TRI-NET TIGARD TRANSIT CENTER DRAWN U E DATE ' M.1 ■I.A. vYTI USEY & HA tit F MARTI N50N CONSULTING ENGINEERS W&14 CN 200S.E.E ASH ST. PORTLAND, OR. b7214 SITE ELECTRICAL FLAN ; DATE 521 S. «. 11th AVE 4th floor issuEn Po,r' Cs/t� �5�03) 234 - 054@ � _ _. ._. _ _ 03 227-0455 NU� DATE B� APPD REVISIONS _ f'ortlan� rc m 9 2 APPROwFD [)ATI— SUBMIT,TED / �`` BATE APPROVED DATE •GALE IDRAWINI; +00 Mr■� 87-291B 2 vp 1w WOW III�111 1111111 1111111 11111 1 1111111 11111 1111'111 IllJill 111111i 1111111 1lIlIl11� 1111 1 1111111 ili �ll 1111111 hili 1 111 if� �i ji ,i�i�i � l+ilJli I II�IIIIIII11111 1111111 IJ�� 2 1NOTE: IF THIS MICRO:ILMED � 4DRAWING IS LESS CLEAR THANTHIS NO]ICE, 1T 1S DUE TO _�. _.__ `__. .__-- - -.__ _. - - -_ _ --- - - 1w.THE DUALITY OF THE ORIGINAL RZ LT Z I 4Z Z Z Z iZ Z RT I LT t i I ESI 91IjDRAWiNf . II •.. I I11 IIII11111 1111411111111111III�II111111 Illlllll�I rl if II! illi�llll III �Ill� IIIII I �I 4 ! IIl� IlI1111.1 VIII . r� JUNE 26 1� 1990 - d� A B • C • D • E • IF r 1 ai I I i I � s 2 G7 r-- IxTuF::�E ATG Eu=-V t � CPO- M i • J i A NCr i E O -- , 'ro • 2. - �.,�_ NOF- H�,� 1'I X LIRA !�1TC 1.�� �1=F �l- G-� (S c=r--= Via►--aT A,► ...... 11 LJ , s �� - ..............(73", a I � i FLAH Ips = 11-a TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TIGARD TRANSITDESIGNED DATE TRI NFT DRAWN DATE M.F.I.A. jWTLSEY & [1.AN1 CONSULTING ENGINEERS 7 I 0 � CHECKED DATE SuEL ER LIGHTtNGp 1 2007 S.E. ASN ST. PORTLAND, OR. 97214 521 S. W, l lch AVE:. 4th floor i 19!3uEL� FOK " " (503) 234 - 0548 Portland, Ort an 97205 503 127-0455 NO DATE TBY APPD REVISIONS APPROVED DATE SUBMITTED , DATE _ APPROVED BATE '� Y_ GALE DRAlNIN _ K. �, ,*A a »o ME-- 2 1 7-291B 22 r I I II 11111NOTE: :F THIS MICROFILMED 1 ' " ✓1- 6_ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY 0� THF ORIGINAL g Z f�Z LZ Z 4Z Z Z Z TL Z 81 [ I Lt i t�i t T Ii [ 1 6 8 I L 9 4 ► S I �' j ,l''ti� a ". DRAW 1 N( . ( I I I1 I� 111111► 1►111 !I u lllllllll lllllllll 111111►11�;, �.II II►llllll llillllu�llllllfllllll lillll.1111{1111.111111►111111�111� 11�j111j1 ►Iil� . 11,1111II I11lIIIII II11111111111{Illl�llll�lul jjli li►� 1►I IIII11111111111111111111� 111111111111111 ,111111111111111111 �I , NEU 26 19 9 F G W L�Lf�"I10►-�I � �Y, , t""'.._. :"✓��� ��r�"-'....E� 'tea '"`.!'r '"� I i I N1�0f4NJoN'(j PN ' �6,►`� \\ r.►- -,- ►v�E�/ c._L-.0 , I --� -- I`rG H.L�tJ Z-2.L l�•l fel.-L 1=�1� _ . .•�,, G -�_ 2` C1 r� I l .��-'� `� ✓ _.__.i �1,._. IN' If- =3L f- Oil r � A C a'W N rti G �" \ .— % I __ - I f IxT!)Rf �CHf.[)UL[. I N l._ I� _ �, - -- K7� Pole mounted one 400 watt HP` area light with vertically rlounted G lamp. Fixture to be arm supported from square 25 foot pole mounted on a concrete foundation. Foundation to be as recommended by manufacturer for 100 MPH wind and to contain re-bar arid standard -'�Zv ti,.�., anchor or bolt assembly. Holophane uPL.2A-400HP-2.0-�-S-F-8242. �E ��� ►.0 �� 11EGt� ,«MSN A� I-ame unit as 'A except with two heads on single pole. •� -'- � �, c, ,/ -tom �. � T [; , area fixture with die-cast aluminum hoot i nc), pn1 vrarbonate ., kI �- r0�- \ _ - v'rz. lens, wide distribution and 100 watt lamp. Devine Hf-4:;. N E:vJ hF 2. LG r �.Sr-E L rIrN- Zk-4-,.1B2 ; except with medium distribution and 75 watt lamp. Devine C kc'.r;d incandescent fixture with two 60 watt lamps, die-cast aluminum Ceiling par and white opal glass diffuser. Marco <333018-s. D Flu*)r•esc.ent industrial with two 40 watt. lamps, white enamel finish and hea% y-gauge sheet reflector. Lithonia :•AFST-240-120. f Wall mounted fluorescent with bronze poly carbonate housing and prismatic poly carbonate diffuser and 9 watt lamp. Hubbell r.NRG-12R. G 1 ' x4' fluorescent with two 40 watt lamps, flush steel gasketed door _ and white finish, and tamper resistant door. Lithonia WA-240412-125- 120-T A-240-Al2-125-120-T P !� 41 '1 t NCS T � Q --- ��• w/ Ttt.�tr3c�G�c. ICH w ice;_ ►✓►T� t+l�."1•L-� 0-0 :�'��I��� 2.��`��.. ����!�j l�t��,.. �• �a12 tom,<.�""�;,,,,� -`�t�.I '%��ax I�LI~i�-�—=r"-�+'"� aft �..�';"�fl� -►-I."- �f� `�►©'�C� �' rf"1_�.��►-�aN� �_ �..8��``rte.•. ��, I + i I - - - -- + +--_. __�--__ ____ __ �M ► iN TRI - COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TI ARD TRANSIT CENT ER DESIGNED GATE iRl-INET DRAWN OAT �r . IIII.F.I.�. �' �WILSEY & �IANi F= MART1N;�onl CONSULTING ENGINEERS r . BUILDING ELECTRICAL PLAN CHECKED DATE 2007 S.E. ASri ST. PORTLAND, OR. 97214 S21 S. W. 11th AVE. 411 (1(M)r issuEb FoR MAV _ (503) 234 - 0548 _1 i205 »AWIN , N r • _ _ -�� ._ �_ -• DATE APrR�1V5 (� !'c'rtland OrcRan 9 GATE � Q ,�„�"°� - APPROVEC� [:ATE SUBMITTED - -- SCALE C yt ` J `.� �� B NO DATE BY APPA REV'rSIONS - IY1 � �........� T..a'• two , r. ` ��IIIf11111 I1 IIIIIIIiIll�III�I I III Iltf I IIII''I III I' I I�i ISI I' I ISI III I �I I �I ' I I I,! III III I I til I! I I�III i Illli�i I�� �i � ili��lill�� � li I I�I+III IIIII, I I �III�� I�I I � � " l III 1 � � 4I � 1 � ail VIII ► NOTE: IF THIS lAHICROFI'-MEU (�II IIII,IIIi IIIIIII1IIIIIIIIII,(-I,�I � I I , I , _ -_ ---9-L DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUPLITY Of TE ORIGZ Lt - L DRAW IN . INAL 1III , - �9-_ L,ZIII �I �E1' Z I1II�I9--- M r°Cyt' , �� + IIIIIIII �,II► t I VIIIM111il IIIIII Il� ICI µ , NEJT1 v26 .a n. e- A B • C p • EF • G H - 1='LUME51Nu Cc)NNLLTl ()N c �'-,HFDULE - - --- SYMML- FIXTURE. W V CW I1W REMARKS W< WATER CLOSET 2L-9'c' e / l V - LAVATORY 1t/'' IV4" 1/2" 1''L" int 1i'_._��_. �— -a�1..► ! ..__ SERVICE SUMP 3" V y2N y2" ^rte T1.�rt_. ' R I•-IOSE blt!5b 3/4" - J.R,SMITH 5,510 N014-F2EEZE V)-X, WH WATER NEATER 44 3/4 6 (aAL, 40, SHIN ELJ-6 . 750 W, 12OV, _ WA-jEk PIPING TO C5 E- TYPE L COPPER WI TN SOLDL;Z JO 1%J7 X17' 1N� kAc- TE -,' VE-wl PIPING TO i�bE NO- Aura CAST IfcJPI FITTIIVca S 4"CW, VALVE COQW!=CT 114' 1 -\LL ALL PLUN1f�1KJq TO MEET OR EXCEED ALL APPLIC.AtLE � 10 AVAILAf6LE WATER I PL-� M�11J4 CODES SLW-VICE AT OPP041 T E • E.W0 OF FbL0'4, ; 610• RELIEF VALVE, QIPF- �4"CW (JISCNARCE r0 OVER 4 _ - - _ - — 5ERvlcc SUMP Yw I% rl NA WN OW WALL brzACIA.E i UP �c 5'-10" WALL bRA,.:I<E T TO a, I JAQJOR SUPPo2T MINIM L11-1 100 POUND,5, f / I 1 L_ 2 __ S"w .gin�I1Tow EXIST I Irl C, I 12"V �ACCE&5 � PANEL L�uILDI1JC� II i 1��L�� 2 IN G�.IUNy We Ek ST I N G '?-�-- Lv ���ILDIN�, YolLeT Z ,o�t0 ;"AtLi- 300 wnn `, I .'�. s r w �I LL I fir' C DO 3506 - F I/r'Nw - - -. 4.— J ' HALL 2"VTC - -` ;�►JIJE�? .N TO 'SITE IUILET_I 9xy EX, r>R, ]JDILFT_1 IN 6LEA. ELEC RI C AL 1 r CLOSET �� CTRIC AL 3 - - C�dSET -- 11:7N V FLAN -r L-K BC—*C � - L.�C. 1rVITN S Tet �T 1✓1E��.� csJvCr-4 51Z� 4 41 ago A CONPL:IT WITH :W 15Gt I j=4&4& C-AZO U N17 1=A U LT �EC.�F�IAC�E IH A 'SEC-4.E A BOG• GOVr=FZ , F24 5 x-451 1 , GROUND M!2LI \ T FET-,, 1 ' 0V 'ILET� 1 _ TRI - COUNTYETROPOLITAN TRANSPORTATION DISTRIC • � --= 1 �� �-F�--.---__ - -- - ��� T OF OREGON . , C)ESIGNEO OAYF ARD�� TRI NFT TRANSIT CENTER M F I A tT PRAWN DATE � �V��>Lw�l'. 1• R C1.��1 I. • ■ w . - �. mak ' r ' � � -- CONSULTING ENGINEERS BUILDING MECHANICAL PLAN � CHECKED DATE 2007 S.E. ASH ST. PORTLANDOR. 47214 ' . c 5 1 S. «_ lith AVE. 4th flcxx • _ (503) 234 — 0548 _ _ _ ________-_— ___ _._ 9705 __ 3 Z.T7-Q4,55 _ __ �_ —� n Nr giC(1 Rf i:lONS APPROVED DATE SUdN�1TTED TbAT! _ riland Onc n ( r(k.� _ �; + (, ! 1j. �. II APFROVED D E ....�..,,_....�...........--�`...�....� .�............�.. ..��...,...�..��..�.�..��..L A T SCALE �U FI A W►k G NO s�� � `T _ I87-291B 24 A: .a�r■rr■�.rWri�.�.. � � � _....- ��1r11w �M��Ill�l�l� - ' 1 I'I III ill III III III III I I I I I I I I I I(l �f I III III III Ili III III III III I I I I I I III I I III III III I I III III 111T IIII I-II!II.I IIII1119Z II III-II—IIII uIIIIIIIiIIZIIII!III4I ZIIIIIIIII IZII.I_III�If ZIIII�IIII .ZI-IIIIIIIIiI ZIIII1IIII��!—II-ZII-I!I-�_I_iRII__TI.I-II-�_!il.ln-�;i,1 I-"-'1,I:iLI-ifilll�lil—1 ITIII- II�-II,III1I-IiI-II--I-I�-iI�IIl IIIIIIII II�IIII III'III IIIIII�IItI lI8JIII IlII_I..Ii-i1!1-41I,l IVI-I- III I1—I I I eI1(I_I.I IIIIIIII I ZII IIIIIIII 1I11,V II(I NOTE: IF THIS MICROFILMED I 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11' IS DUE TO £ Z L7 i 8 L i1 THE QUALITY OF THF ORIGr`AL DRAWING. � 2 """- �-.:� '�` , � �►�. � rW-�`�`` JUNE X990 1 --" �� vHING POST( BICYCLE RACK . 30•* RACK SPECIFICATIONS Rack Form and Material : Footing specifications 31/2 INSIDE RADIUS need to oe modified as follows : Bolt holes should be 3/4 " in dlanlP�-' c1' to permit the jse of RH- 12 drop- in anchors (or their equivalent ) with hex-head 1 /2 " ` ` bolts . This is the most secure system and � 11/2" A ASTM A120 is useable in shallow, poor quality GRADE. "H STEEL P1PE surfaces . r Bolt hales should be at least 1 " from the rack pipe to permit the use of a ratchet and rcg►jlar washers during installation . - Bolt holes may be placed to within 1 /4 " of the edge of the footing . I - The footing size to be derived from these ELEVATION specifications is at minimum about 3 " x6- 1 /2 " and could be increased for greater tolerance . Surface Preparation : o - Racks should be sandblasted to near k`.hito metal ( 10-64 : SSPC - SP ) prior O to applying the finish coating . ° specification PLAN Finish Coating : Hot -dipped galvanized to ASTM A525 , G60 3„ standards , or powder coated . >- I 5/8" ASTM , A36 STEEL PLATE 1/4 i Irl„ 0 STD. STEEL. PI PE �cr 3/4 " 0 HOLES FOR 1/2" 0 RED HEAD �. �•� / + HN - 5830 HEXNUT SLEEVE ANCHOR , OR APPROVED EQUAL BASE PLATE DETAIL 10 t -1 - �' i .. Y'' `�' •� ���� ' "+ . .. Ir.*L.-r.a A.'<1YA • -!"'R ,.,....0-l.. ...wsRP .r T..: ..P� Jµ1. fir. ' i � i= i i i i i i i i i i i i i � ii `►r i i i i 1 i 1 � 1 i i i i i i 1 ti1111 ! 111 11 ! 1111i 1ll NOTE , IF THIS MICROFI _MED v DRAWING IS LESS CLEAR THAN 111 i ill 11111 - ----- ---- _--•...- � ___�_ � 'i , THIS NOTICE , IT IS DUE TO THE QUAL I T`� OF THE ORIGINAL. 6 LI I STS Et I I i I DRAWING. t I , r. I/r rlll � ,- a��� I III � II Illi IIII Illi IIII (lllllll iliilill IIiIiIil {!IIII►I IIIIIIIIjill ��lll I . IIIIUIIIiilllifil{I11111111 illlflll�llfl �ililiil IIIIIIII {Iflflllllll Illillflllllll{I IIIIIi,1lf{lII�Ii��, ,�,IIIIIi►illlllllllll III.II��U� iii I IIII II�� IIII II�II�II IIii l ,, 9q90 UNE 26 •