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6700 SW SANDBURG STREET-3 , n k I P I t 'f r!Y',i f., - c •------- -_-- -------- _ wwwn....� . _ .. • V v �` ✓-v-��"'�.. ✓-•I r�-v" `✓'-.'�. may.-\/,. /" - • - WAWA- i 111 --lTtTr , L - _ 1 r— - 9------ -1 I ! ':fi r --=.---,--.P. :. ) G 2 VAIN .....!.-_"_:._ _. .* WALK OFF C 010 ] 1 1MATT STAIR J [illti Is IF 1 1, ---1 1 -1 ''''-' ili _ ___ j 1 - 1 i ...- ---. ...-..- --. , 0.1 --' I cpps f��' ' --- J1 ' r WAWA ui !1"'y ,O A -/ rir 9 -11' a _�"�__( . - __ _ - - _ - 0 x N 1 ( _ i . MI- --- -- 1 _ 7-- --- ii ott II. L . _ I _ ___ a., ic. ___ ---..____ 11 _ - (,, , Gig ( Th \ { ■ _ r I _ - x kl - G-2 _ I • cn • 1 •h 'Jl 1 .____ tt ;I,y 1 1 =^=-1 I C 2fa'Qj ---- ��--// —1 1 _ _ is J � E 6 ``_ Ohl ,-----( . _ LI I----47-- ( ,. .� f 4'•® j/4' b'-9 I/2� -- ( _ _ ! �. ' - - !1L•r c- � G.Icv — -- .-_ 'l m 3/4' I o / OBEY _______ ________47 - . _____.3.,..„....::. II ut 1 _ _1 z Ir 1 1 G I 12 ' I Vilr 1 \r D A 5 5 d I 4 mos I �I ' CL It IC 1,-� ---.- '4 -- G • i J , I til - ' 1 Ell 1 �`Q. f' ! 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III II 1 44t `T COAT AND m y'_1 I%2' ~~` illiy I 2�4� +Ili I ( ,l 9V-I G-1 ,., - L f- - Z • r,.3 F+- -7D15PLAY Abs - Ear+-y'- c-1 9' - . __- 130 CD -4_ i r dU1 T UP 4GAIN9TCI --� x cAd1NET dA9E -�, . __..- _ _ _ --_WAWA --( ._ 4' G-3 �n -. all .\ifi ) !Ohl —ALIO �.. g . — � ALION t0 WALL C-3 ■ .-...-- - 6 ---.3 i1 ■ / C•2 \ i I[ ....J G-4--.1I �\ BOARD ROOM 4' ~ (9 �`_� 261 G-g��� II r.4 REv151ON5 g' 1 I ZSLy •ADDENDUM NO 1 172 -f�9-'�_--__-__ ' j I LUNcogoo 1 _ � I c"2 1 i 1 131 , ( W it ;_ _ (12-\ II /�l4./ -�-4 G•3 � � r i� __IN :. - - �' ( DATE 01-m9-°JA �._ I - - - ) FILE A2-5 / II AL- I ■ m --- -__ JOB' 981?�bSl A6.I II (L A6.1 ��. al Il -____ SIM.E "l LMA - - __„_-_-•-- _WAWA_ A4.4 ^ �� A2 . 5 a 2N1D FLOOR tRit'4 GED SPINE PLAN 6L 1ST FLOOi2 ENLAFRGED SFZ NE PLAN A2 5 SCALE: 1/4' • 11-0' A`./ SCALE: I/4° • I'-0' •-.- _ ._. - C SNEE'S i{I P08-11247 '.ANDD I IkG,6700 7 I 1 or;14 . If Ihis notice ;Illlle:u•' clearer 111;1,1 the JUN 0 2 20o ' !1 dticumenl, the dorunu'nt is ,1f iii.it !in:rl gn;flit _ microfilmed �` \ ,r` t I I I Ij f li II 1 i I. I I' I' lili I1j11(�I�I,i�1,1I1�111 i 11111IIII;II 111'III.1,1,1! �111�:111,;1 ! 1,1; Ii ,l n. ;IlitiI j;I ;_I �;i II I I I Hiu Ali ii.I i ;I I I (lu ! I,iliii, .. ��LL 3 9 TT tilt, i i iiilil Ii I lillllli. IIII � I- �- INCH M pE IN CN INA _ fr _ J � I ..i I I. 1 I, I. 1• ! lion 1 n111q 1111 1 q! hq I!!!1 r11rIT 1 In 11 IF 1,111' ;1 IIII!IIIIII.!!III!fil�rli111!!iil!IIIII!i!I I!IIII,I!!Illil�!!!!!!d ^ ..'i!illi!I'll!:Illf!:IlII i!!!�Ilillil!i�llil , u,l!III!i,!i..!liililluilil!!!!,lII!!'!I!�1111I!!!!�illll111!Illiilllil�i•yJll „1111J� ,...Ilt�l, nl.11l !! .,11 llnl I;lf1i1 •) 1;1111111 11 � I ,, it. �.,... .0 Ax .' ...:. .. k.a ,. ., ..�. 11. _L. v...l: {w,Cr f., ix&1'e1M -..b f 'IL ..'_ , }R,. ,, „: s. i. ,, r---___ _______. _ . ____ ....._ ____. _____ /1....*"......erammei... ......••••• ••••,...••••••••••••••••••••••••••••momor• e . ............„..c......----'"---'------'\ .0. f A 2 6 `r in , i" \ A2 s �'�� �� ...... r r VI /' r 1 �� i F'AT t ��' _ Zm " � ' _` GONG pavlNc, SGOftJ � NE EFd� _ � 1 - 11 ,�"-- \ AI < A2 6 ------ • �`- "-- r 1\1 �1 e „.1 -' 0 '' ' 10 `x 15'• CONCRETE COLUMNr r -'''! - \ • 16'• GONGRE?E GOLUNN �� '� _ uJi U16x�5 SIL COLUMN l "� �s-�'"� 11 �' i rr -� 11111 6 ' UJ/ U16xZS BTL. COLUMN " " �''_ Zm -m' " r r X11• _ kil , -lam �' 111 • a ,.rte 2O.'i' �,.! ,"-�'' t S BEAI011144 1 rr • Tb BEAM ��� 1 T3 GROSS MEMBER _� •�� �-� r r" ,\ -. A��rr (!) r - �"1 7 ilb- \• r r ®•-��• /©w -' / '�'�'' Z� r i r -'rte` 11 r �''� / V ) t.r �_'-•- 1NG - •r- �'� 4r r /r r 1,1 -Ir' 1 ..• �r I / I C) N r i i _ —.„ -____._.__:__.___. ______ ___________ .4 . ____...______ _ _______. _.___________. ______:_2*,_______,. ....._ - --- ... .•.. ,Iiii„ . .......------ .......... ......... .......... ___. ...._ (...) 2 ce 0. o� !'" ,,_,i'�`. , i . t moi- �s ` `I�� 1 r -� �, .��' r .�"'.•r' S \ �r..1 _ter i iL- _ter .........----,......../---- �'" ��r ' / `o . 1 \ ii '. r ...../ 2 u.i ;' I til\• 1 t 1 r �� $ — 11 11 r+ ..-- - b ENTRY CANCF Y ROOF PL AN — _ .. 3 /c 111 9''+m tilt r d NVSCALE: I/b' • I'-0' 1`11 lil '�'' x i I I I t i'% �_/' Qz (f) a 11 x ________•______- .,T( li, �, IIIrnt.n ,. ■ < < N 1 PLAN 6 ENTRY CANOPY rr^^ A2.6 SCALE: I/O' . I'-0' VJ § - - MTL. GUTTER 0 r Irl — -____ 2X BLOCKING ,, ' — SINGLE-PL`►' ROOFING MEMBRANE ___..__- — I,�• PLYWOOD $NEATNING 3' MILr . DECK 7 4 �► A2.6 Q4.6 1 J w 1 SLOPE I/4 PER FT. MIN. _____ pi _ , ..,,,,, E _.. I I _ / I._ m< lo ___�_----- --- — - '- __ __;L�L� -, .�------- STL. ANGLE -- - — • T S BEAM ----/ r' —_ . � _� LL ,'' T.S. I0x4x3/I6' BEAM -- 111 T.S. 6x4«3/16' BEAM -- - - .) JFI .5 -7 `o L Jr-1N '! ILI 1 ir (116x25 STEEL COLUM BEYOND i�i �11II 11#41r:'''- 15'0 CONCRETE COLUMN I I , 1 , SECTION ID ENTRY CANOPY ENTRY CANOPY ELEVATION '' 1.` 2 A6 SCALE: I' • I'-0' A2.6 SCALE: 1/8' a 1'-0' d) zO + is'• CONC. COLUMN -- IS'• CONC COLUMN /r 1.06•25 STEEL COLON ----� x1'� STEEL COLUM E „iv> ._ � . GUT FLANGE TO SET K_ { Bi ..).L. . EAM ILI 1. Ate. , I I T.S. llpx4xj/16' !TEAM I ___ „_,- -. � --�— if i � � — ' ► al� 1 1L / , I , I I T$ 10,14x3/16' BEAM �'� QI Na Li-a..1 . TS. 6x4x3/ISI BEAM (OTHER SIceJ I T9 !0,14x3/Ib' BEAM <_ X I I T.5. 6x4,13/16' BEAM (CTI-IER SIDE 1 I I — bTUD OUT ROR L IC•HT /4: ` o_. -^ MTL. DECK ROOF Q VJ axlm PT UJOOD CROSS 1L SINGLE-PLT IU/ R'LYIW. >?SHEATNING __---___ • I SINGLEPLY MEMBRANE MEMBER • Ib' O.G. �D .0 I 1.6 3,16x3/16' GIl05S MEMBER ! ROOFING MEMBRaNE ! ! )11r- Tit 3x6,13/16' C116066 �i' PLY1.000D SNEATUING MEMBER BELOW T.S. lex4x3/16' BEAM r _�__- 3' MIL DECK -- — x .- , 0 u1E+x2 STEEL COLUM --"-'�T- ► T.S. 6,14x3/16' BEAMal I (OTHER SIDE) i IS (BEAM SED Z v V _ /� TS CROSS MEMBER ----- 4Wbx25 STEEL COLON tU6.4S STEEL COLUM U V Ai COLUMN FL AN s CANOPY ROOF PLAN 6 CANOPY COLUMNREvISIONS A 2 6 SCALE. 111' ■ i -O' — A 2 6 SCALE: III' • 1'-0' 2 6 )._. A2.6 r__ ADDENDUM 1'40 . I ar 5'• GONG COLUMN , (i-121,) - ' IQXY CUT 316. 5 FL44.3E5 W r • ONGRETE '5'4 _..'7NC. COLUMN \ 15'• GONG.COLUMN r -__---- G -- Ig'• CCNC COL.UMNN ' \ I X31 11'40 xb' NOTCH COLUMN _ ... U1ELD STUDS EA SIDE '116. �.--------- -_ •9 I • 16' OC I l ° DATE el-09-9B 4J •6 STD 1lOt�C INTO FT( i • _ �- 3/16 / FILE Alb-CAN 'JOB• _-_9A065! NUjE ! 3.3x1?' DEEP _ �-- CC,'NC FOOTINGS TYP. V -----f ) CANOPY I TRELLIS 3/16 ......1..............,-.1.--.......-.....- • • • 1 ��` • SECTION e TRELLIS 4 ELEVATION a COLUMN 3 CANOPY SECTION 9 SECTION 6 UJIDE FLANGE _----- A2.6 SCALE• 3/4' • 1'-0' A2 . 6 AI COLUMN STRUCTURAL DETAIL_ _-- A2.6 SCALE- 3/4' • 1'-0' __ A2.6 SCALE 3/4' • I'-0' A2 6 SCALE: VI' • I'-0' vlw SCALE 3' • I'-0' _ _ OF SI-4EE1S 111'1'08-0247 i SAM1)BtMRti•6700 14(W 44 iIf Ihie notices yen ... .., ,: � , .;:•. rI 111:1111 (11:1111111 JUN 022000 1 docnimnl, the document is of marginal 1'1 uIil}. Illlc'Ic1111111('ll I .. �,, 1111111111111111:11ijlll 1 111111111111(- j-1111 l�lll�l ii11�;iiii�1,lliN111' 'IH;! I,I� ,11!11;; !'{�i1; 111111! iiil1111illl ,l 1 (ililli11111111 I :II111!�111 (1111111 ) • ':' INCH 'I MADE IN CNMA UM ' '- , �•� IL 3�—T I{ I ii� t T 1 U li is - Ff !! 'tom T( - _ �- 8 .. 4. f # I. 1.. I. . II #• I i 1 - I I { 11.1 1 1 I .U,11 Iin,l '” I I I'1�1'' . ! ,11, , 1101, , 1,11 111 Ilu-Cir. n , Illllllll,111111(1i!I{�11111!I!!!11111!llli1ll!l!!! !111,:1!1 11111l1lIII11111111ItII!1111111i!hilii11!•, nln!lnll!I ";I1�. �,i imi.i! iiili.liiilli 11 110 1111 li Iu, 111,IIli:,. 111 , .,,111,1! „ .•11,11,,,J:111, ! .„I,,1,11R11,11111!.,II,111111111'1 I • . .. . ;,..,.,a.:u «. » ..,,�.,„,r;, -_.. _. -_ - • $i"gat �,:. ,.,7„ , ,.;Ne;rx,,,, ,.,, .:.., ,u 1.4,.x11*�r 55...«'1.' t 1 , ,t,,Yb�yka' f'll , d�iklr..�lY1F"r)u3�Y & FiS1Yh�hs 5 '!:S'+�Iie�S,.rt®p£,ue�! is x�+,>�• wi G. •.`•e':';. + °'� •-. r t � VNjt�ABW I .. v x : • � 1 .. a h ,,: fN'•µ `,.. ( a.. ,-, g .., , Y 1,1',1 d Y _,�, ' ... . . • . . .t. .. 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CONC PANEL W/ 1 1 i METAL PANEL , . . .....•''''''' '''..-49- --REVEAL LI I 1-- -t-Lir I f f- "--1------ 1 1 _ .. 2-: ELASTOmERG COATING --4, .... , ::.--:-_-_- - - . , 0 0 ALuel STOREFRONT ' GL-1 0 • • I GLt L-2 -- REVEAL 1 .. i __. ALUM STOREFRGNT . . ...... ...... ..i • . I PAINTED ARG$41TECTuRAL STL ‘ 4111% RE vE AL .__________ -... II I --1 - - - ,....--L ...---! ."-------___ RECESS IN CONC PANEL • mignimii ", - nri -- CONC C01.11•40 • II I I - I Ii (AcCENT PAINT COLOR) - - _+_2ND FLOOR EL . , GL-1 GL-2 • -... , . . 1.1.-0' - - 1. ...--- -- coNc PANEL tili Z MTL. CAP 02 LAN-IING • EL AS TOmERI C C.-0411NC, • is I 1 (coLore .4) 0 . AllilliL--- .... IIII1 =am • CONC. PANEL W/ ELASTOMERIC COATING (COLOR 61) Al 2 II , • .-..- C.LL-2--C------, -..... 7-------ENTRY CANOPY 1--- • 1 1 1 _ __i ----------- ‘161„._ _ ___-; ___ I . STEEL BE AM ,. .OtSLOT 0 i OvERI-4EAD !SECTIONAL DOOR----.................. 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PAVING — _--- - "\ NORTH 5 DE ONLY r + NORTH SIDE ONLY " ' FILE 441-W9 SEE I/AII FOR LOCATIONt JOL° `98065( !SEE 1i.41t FOR LOCAfIc7N) - ___45,__ 4.-0" BELOFIN FL __ _ W OOR \,‘____. _ 3 WALL SECTION a WINDOW OPENINGS .1 ENL Ai C:�EI*� ELEV. �',�NE �._ JOINT Ali WALL SECTION 'G, CONC_ � 4NEL SER✓ICE CRI✓E EL. __ A4.1 SCALE: 3/4' a I'-0' -4 1 SCALE• 3/4 a I'-Ip' A4.1 SCALE: 3/4' a 1'-0 � -- -- -- l_-_-_ WALL SECTION A41 I r a� OvERNEAD DOOR I - J A4 I SCALE: 3/4' a 1'_0' .-_ __. r .,.._ _. V_ .. _..6. . _. —.�._..�... _.�_�_.�. ^� � �r 5 -;\NI)III•R(1.G UO If Illis notice appearN •lead I 111:m illy JUN 0 2 20110 I, dOtumenl, the (11)(tiltivitt is nl mat ulna! (pundit). I111CIlllIIIllC(l . 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STEEL DEaM T ATI METAL PANEL �m as� —_ • ' MIL STUDS W/ I SEE STRUCTURAL 1 - : 1.4.."---- BATT INSULATION 4 B �� r, - MTL STUDS W/ _ GTP SHEATHING �� J. t----,-- _- DATT INSULATION 1 1 BUILDING PAPER GTP 311EATHING i II .1,--- `'-4►' _ _ 4 DUILDING PAPER e I \ I I AIMit y' �r STI. COL JMN BEYOND •Eil F+ I ry ® 9TL BEAM 1l 0 1 , to ACOUSTICAL TILE I ACOUSTICAL TILE I A4.4 1:31,__ ....,_____A„ _- - NROCx MTL DECKING i CEILING '- - Sr -- - CEILING - $Ti_ TUBE CONNECTION Zo ALUM STOREFRONT w - ALUM STOREFRONT + - -- ALLA-I STOREFRONT II ` ALUM STOREFRONT i 1 IL.) ILI in ,4 • CONC COL. 0 , in• 4 7.11<ii IFC 9I y • 1 r-- ► 0 REviSIONS 7 -- - ALuM STOREFRONT SET IN I ALUM. STOREFRONT SET IN - ALUM STOREFRONT SET IN �_ I/4' LIARI D SILICONE BED W/ I/4' HARD SILICONE BED W/ I/4' HARD SILICONE BED W/ RODSEALANT EA. SIDE Q' ROD I SEALANT EA SIDE T ROD 4 SEALANT EA. SIDE ALUM. STOREFFaONT DOOR f * .. ,„ rt, L r ,� tI IFZE91 BOLD _! a . - 4x4 ALUM TUBE — 4x4 ALUM TUBE 4,4 ALUM. TUBE ,1/./ / I / NAL I i I -- '/ '1lOrE I/4'aµT. Il �JIOPE 1/4'aft. 9t o1'R,I/4'a}t F ti PLRiiit F III — D -m' _ -- �.r,�---- ,r 5 L EL ST FLOOR EL — 7---- �� - - -- I ___RUN FIR —_ - r` - T F - I - w_ 1 _ .. N. i 11 1 ,___ .„,,,, tST FLOOR E� ' 77 1 N. �- ....,_ �. \ �- _._--- �i' SLATE --- 11'xIZ'x�y' SLATE 12'xl2'x�' SLATE 11'x1 'x _- i'xl1' SLATE r SET 'N MORTAR BED - ..,, $ET IN MORTAR DED $ET IN MORTAR .N. SE: LTJ MORTAR /v77- (SATE t�-29-SS . __--__-- WALK-OFF MAT WALK-OFF MAT — ___-.._—_.� . FILE 442-1:1! CONC. SLAB _ '� ---- — CONC. SLAB JOS'.,• '38065! CONC SLAB ---- -_- �,UALL SECTION a BLDG. ENTRY DECK "3` LJALL SECTION s SOUT4-4 STOREFRONT i WALL SECTION s NORTH STOREFRONT A --- - 4 WALL SECTION �E�� 3/4' ! . A4 2 SCALE: 3/4' • I'-0' A 4• 2.• _.. 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O ENLARCCED TRELLIS ROOF PLAN Q Rco _____ gip SCALE: I/4' : 1'-0' WASHINGTON COUNTY: 25.1.1-DD, TAX LOT 600 li .............\ � __, ,�� —_�- _-"--_,.`\ PROJECT: WESTERN FAMILY FOODS, INC. LEGEND: �:�...�'�--�-� �' -• SITE ADDRESS: o�OO 5W SANDBURG ST. !t . / ` TICsARD, OR 91034 S NEW LIGHT POLE - �/ �\ I APPLICANT NAME: WESTERN FAMILY FOODS, INC. • rOUND MONUMENT AS NOTED 8 \ (503) 639-6300 �., 1'' -- \ STORM DRAIN MANHOLE . - "Il c, F ., 4.1 \` ZONE: (C-P) PROFESSIONAL COMMERCIAL m at>c.. • ;', ,'_ SANITARY SEWER MANHOLE • \ - - SIGN POST A N J B U R C S T. 1 ® TELEPHONE RISER - - ' LIGHT POLE ,- - Z ---- -_.__ -- -- _ _- - —__ - _____t �__-_ -___�-._ GAS METER • Y _. _. r ... _ . _ ,y , \ \ • CATCH BASIN X ;, - _ _. _- _._ EXISTING MCa E� ;', 6 \`�\ ■ WATER METER Cl) re to ��, - 8W .. _.- ` ew •� N DR4NT— NI WATER VALVE V APPROXIMATE '. aP -- — -__ -_ — --- _ -_ -- j ,%" } ©• \ � �\ RIGHT-OF-WAY Yj, FIRE HYDRANT W ,°� . • gg' d• as - - PROPOSED • ..-.--------- 40 `- \\ ' \\ \\ • TEST PIT - 1 \ \ G FILBERT R�1 J \ \ NEW A N _! .0____'--- - ' � \ ` \ Q DECIDUOUS TREE 1 \ `.� BW ^� ,tiG \\ PINE • '...T' ) :, 1� �} - ARCED 9'-O' WI E p \'1 / BIRCH GONC PAD ` ' P..--�f! WALKWAY O i'' (6 x 15') - I - _'�- \, \ SEE 2/AL1 ARID'``' \ EVERGREEN • �''` - ACCES5IeILITY $ICN ► 966 ,1 }911NG PA�,NG E�(ytlt�s P \',) \ U TTY RISER j' ' i r g- (5) LOCATIONS 0 >~, / \ ET'tF_RGENG� GEN m �5 �- 9 ©.b �� SEE 12/411 - --Y''� ' �� \ _ ® MAIL :•X . TR.ANSFC ER r • i5• --' 1 \ \ CARL TV TONE MARK m' .m' 9'.© . , 1'/I' 1 \ \ % pr t� , ' Cs g O / w •1 , _ ` E�c19T 9 g4.i/ \ �\ ELEC • TONE MARK BICYCLE CK i \ i.Mk r • 1G \ a 2..©� \ \ , YARD LII T ATI I w A , \ \ 1111 - , ' ��-�� SANITARY SEWER FOUNSEED lv FOR N ' ', w �� PA 11J�! �� . , \ ' 1 N�ll �r _... STORM DR N � ; C.OnWEC ION PO T)� + � . .. ` ....ear. 8l-`- - __..---- % •i ' , ------1111. 111* "'�� \ TELEPHONE ONE MARK -� r•+- -"-++ -+. --- ..�. •�e �� ill .0 _--' O PARCING \ 5P NUMBER OF •RK INC ;PACES r \ _-- ` \ ew e..ac of WAL i ., .... --- 10UNDATION DRAIN \ II' (SEE ClvIL FOR -,.. 'Lt. - .1... • �� C.ONP�FCTIpN FOIN71_--- \ ♦--- \ FL FLOW UNE • .15 FF.E. e • � ' ' © % 1 \ IBM TEMPORARY BEN MARK I \ v. Z Q ` 'J \ w 01.6© F BUILDING \ .� \ Frl�:`NG Q P I \ \ EXISTING ` -'� '��. . -011 \. . 1 N W '�-- \ 4DA. ACCESSIBLE ROU E (4-J _. �._. \ Amt tCs \\ ` 3 .✓�_-... \ '+- \ I. - 1� -� Q ., �T P , / 4s.`' \ ] EXIS1NGPARKG ► C 10 \ �\ TYP 3' RADIUS_CUR89 i 1 \ NQS: �'' • PARICINCs MEDIANS .. ,..\ \ - �/`__ ` RESTRIPE EXISTING PARKIN, i t IS+ \ „:g'_- ` A f-. \ W/4" WHITE STRIPES 0 9'-�'" O.O. CO \ \ �---- ' 1 10 \ NOTE: RE VI 5 ION5 \.„� t \ TYP. 3' RADIUS CURBS ADDENDUM N0.1 00�ra�---- NEw P4' \ ® PARKING MEDI,1NS Y01-09-5$_ -� �• L � 40 ` - PROPOSED --•-"'- \ -J~ FIRE \ \ APPROXIMATE _ _ s 13'-9' 19 V► `r'. i E Olt ! — NM I A1.2 \ \ // TqJ�pA It1Ci \ RIGHT-OF-WAY ---- / "� .i.■ w \ L \ PROPOSED CONSTRLJGTION l • STARTING POIN 3I \ P• ICJ, ' ' dlll''H. \ \ \ \ \\ -MEASURED FR ,' \'' ', _r_ ---� 1 . n CORNER OF VIP ♦ I \ R 8 _ 8 \ a TRELLIs� 0 bERV__ Iltlt�� \ T rr ! T I \ // yJ, - 1 ' ' - NEW PARIPIG I NEW P.11 II / - ,v \ '\ / / 1\ \ 1 o 10 _ - • ATE 01-09 - - - _ _ \ D - -98 �'• -- 0-3------ ...:1. 2m' x 1®' CL "� FILE A 11 P \ JOEY, 580651 i S TRA51I ENCLOSURE / ume �� 12'-0' - �_ _4 1 -- * .. • x x —� 1 x R ■ x ■ �_ X x x 1 .... 4�wIDEGGATE I1 SITE IL-FOUND IR (NO CAP) , i Al ell ,�� Al 1 SCALE: l' • 20'-0• MIMI ,. L._ I . . •111114011111111001111•11.111.110111111111111111.11. ,11111111011110 CFSuEET 1 og 0.?•17 SANI)UIJRG,670(1 71)I.44 --7,--------------- -.,..rmr<.+.rV+r ,,...,,,.s+....,..... ... ..., i,..t4n .tzary , G°�`T'."�tl �(�{�a � �Ij, , F•r l4•°tits} t.�r"'".. .. . _ T ^ r} , : . . - r '':*:':''' ''''ilii''',',' "'' If this notice tppe:u, clever th:llhe JUN 0 2 2000 � cv �. rew } 1 .,, ddctiment, the Ilocunlenl iti of maigin:ll gll:llil�. 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"� �,• ,'.-;F r ,, , � ca., s+rcr�• •�r� �r.F1, :a8r J(elzlt�s;.w•�� ,r..�+na;c.¢.{.��r� ' ,, ,:rr t.,. a- _rttt3�1X5*l7?4i 1,t4 } W'::; kaxa.vy^u a, rs1 rk,n+ .rSY4 vi i 4 c? • - "1117714117rilki GONG PANEL RETAINING S. WALL BEYOND Wi r\----------..., ELASTOMERIG COATING 0--•---- --- - �` ,./- - CONC. PANEL \\.„ PAINTED I �. CJNc: PA7,IEl. BEYONG I' 1'0 STL. PIPE RAIL - ._-- �i ' %'uvc� PANEL 1�1 N ' ��I Ib GA LOUVER DOOR \ 10 • W/ 6x1GuAN!IELBA.vD I A11 -��1 - - .. ___ _ FIELD PAINT! 1. ` •-- ter/ `� -- -- --- 2m, p. -_ _. I. 11. STL PIPE EMBED -.. �� / '"' ! TURN 19uCKLE :' ri, iiiiii L. '2 r:� �( CONC. STAIR --- -- J == 0 -0' FIN. FLOOR 1 1 / 0 T 0 �r:: /�/ lop. !�,�I -- 151" FLOOR EL. I ) I I -� w. .* . . i/ . ,_, , ,•,•,..,. !, CO4C. SLAB • 4' MI Atr• ` U v �_ G�j d. K GONG f�IAD � V _� Cl) — G/ A.G. r \ ai: - F"' 'n 4 - PAVING l GANG gvLT - �,� ! G- I - OUTSIDE GRADE B A .�- , (vARIEs) /^� I "' • -•i'-0' 6ELOW FIN. I , J{ I O r SERv!CE CRIvE � j U ' _4, 2 ,,, -- - ---- tot; ,. t •-u• Ili ( .,. I b CONC. FOOTING BEYOND J 2 U.; i SEE STRUCTURAL) • al CO'�C. STAIR ELEV. W/ PAINTED STL. RAIL _ cONc 1:oaTING ILS u b SCALL: I/2' . I'_0' TRASH ENCLOSURE PLAN 6-1 s qte) to v� ______-__ _ __________ ______ _.41.----'-"" -"----"----------• SECTION• GATE T RASA ENCLOSURE WALL LOUVER DOOR -- CONC. PANEL 1ta 6 - - REVEAL SCALE: 3/4' • 1'-0' AI: SCALE 3/4' , I'-0' T- GONG. PANEL LOCKING ',., 0 ,., W/ ELASTOMERIC LOCKING - COATING --- - _ 3Y r Air \_�_ .._t NM. DOOR TOOLEC II' TREAD CNC PIECED 6•rls'tct/4• _ ---. _- '._ .--__—r-� W/ GLASS S FETA $rL ruse — ,�� ---- __ _ _ �,f " I 1,4• OPE - � !SAD I US SEE l�Al2 ._—*k-__&,_--_______________ h• 45' 3-- -I 9 T` CAL 5L TYPIC..�L uINGE5 FILED WELD _ ;-_.;___,_,_ _. _ -. ___ i_4 0 f _ti �cRB .i. - rY - Y 4 6 E `v 11 1'♦ STC. PIPE RAIL \ �' 4' —3i4' ---CRaw TOPS To sn nBE �� = = O Q _-_ . 4 PAINTED •d V051NG T.- — _. _ -_-_ ;,i N STAIRAN I---� Q e.:►R - T` P. 5•MIN. I >, ''- LL II ,, ,. ,�, ...0 C. PL s '� ' Iv SCALE: I/4' . I'-0' PRCvIGE -s-- � . 1. � :arc FOOTING -+ � � � >a' $ i:.;' II ►.r1R QRCCM • / l,� G 4 y'xb'xl/4'x 6'-le' PAINTEL) 5T - _ • o j _ �y L ] � 8 A Al2 c'N15�.; Pu '! �4 I / TUBE FILLED W/ GONC CANE DOLT O ' NIMINIMIII r,„ _ _ To TRE•.% _` ' CCR: /\`\/ l - _• -t-,, 0 . TRASH ENCLOSURE ELEVATION e( • 01:,. i31 . �. ' STC. PIPE EMBED +: R/E� --R 1 I 1l, � ` ' •^� •./ -�• CONC. STAIR /%/ ::: r~� + Via. - -EO;-- --- E c CIC i i / ,-C" P..rTEQ ►+OLEUvG ' 'SLED GONC PANEL - ,_______t, _-,�- • } LONG. PANEL !�/ ,�• r R.aNUL�:R BACKFILL W/ ELA$TOMERIC • __--• COATING . RETAINING WALL ti +�- - © 3 �/� s_-_._ V J -Cr___.______ W/ ELASTOMERIC i_ CV Ab.l U `I COATING\-l'.. _ I ' OUTSIDE GRADE-- --- J - - -- - - SERVICE DRIVE (vARIES) \ _ -_— —_ Ai TYPICAL CONC. STAN' 1 STEEL TUBE DET411_ ----- - 3/4' TO. GONG. GLAD 412• BEYOND ►. ik _ _ ___ ___ _ , - A1.2 SCALE: • i'-0 ® CONC. STAIR SECTION 1 Ityy SCALE: 1/2' • 1'•0' i� �� r• � - L , i. „ill ■�■■ CONC.FOOTING -4_.____.._ - • =III II X 1111111.111 I j, 111114111111161 �ATION Hill TRASH ENCLOSURE ELE. ,:, , 6, :.° _ I CIG11 LETTER, W' ■ ■ i s. � ��Al2 SCALE: I/4' I'-0' / STANDARD WORDING PER ■ � _ "��■■ • i • ACCE$IBILITY CODE RECM•TS ill: / ■� i t OF OREGON 141.111111111k110111 ■ ■�1 15 -?' 3_-m'_x �3- _ y - - - 8 ` t 9ilk,,■■_ ■�,,■, N■ GONC PANEL s 3ra� imam'\`4 LOWER SIGN TO READ: ■■ ■_ ■ © f- W/ E&VC711ERIG ^ +�� alli -_ 'VANACCESSIBLE' _ EMMA ! , COATINGlor . AT SPACE TO LEFT OF REVEAL — , N. E I .�-- __J \ ACCESSIBLE AISLE PROPORTIONS ----- ------ I L... ,r • -_ - __ __ - AIS e ,� I I -- "I _-_-` METAL SIGN FASTENED OUTSIDE GRADE- 3 0 iWI' I I 'I �1-1 SECURELY TO POST / (vARIES) f46.1 • ,, n _� I q-11 -J ��- -_- 2'• DOME CAPPED 5TL POST • I .-- ZU _: 1j1—,I- CENTERED ON EACu NANDiCAP Q I1 l.1 �+� ._ji l.'j�T(I' PARKING SPSCE __ - - THICKENCONG. SICEWALK6w. ----- - - ----- -- - - ..-- �. � I TO ENCASE POST BOT. Al ' DISPLAY CONDITIONS abA � TRASH ENCLOSURE ELEVATION __. to ACCESSIBLE PKNG. SIGN a 4CCESS EILIT'' - 'rt-1EOLS ® SCALE: 1/4' , 1'-0' ILI I-- / . A1.2 SCALE: 1% ' r 1'-4' _— 41.2 NOT TO SCALE CONC: F'ANEL REVISIONS - - I'.y'• GALV. / STEEL PIPE ` --- ----5'xS'xl/4' 5TL. TUBE / \ - —.f FILLED A W/ CONC �(---- /��\ (l �\) \ it _ / p/ - WELD 14INGES TO STEEL TUBE TY (4) PLACES - • (USE McKINNE T 1'4A-T4B3$T5 STEEL . m / / FULL SURFACE BEARING uINGES) I3'-6' 3',2•6' Irl' SAG ROD UJ/ CLEVIS BOT / / MIDDLE TOF E BGC DOOR 'N _________ I'%'• •GALv \\ _/ \\�/ s__ _ F:/. ., :,q STEEL PIPE �`__� 'y -�_/ I �/;- pROvIDE 1/4' x Irl' SLOTS f� IN BOTTOM CCANNEL --- �'-- _ —1 I-----4 r 4' CONC. SLAB OVER `� - -t j • 14 OG FOR WATER • PATE 06-29-98 o - - --- COMPACTED GRAVEL in. - • DRAINAGE • _ \ FILE 412-SOILS - f,) BIKE RACK y m W -- — FOR (1) SPACESANCuORt_,..., �, '6 GA. LOUVER DOOR WI 4. , _---,_- 1 b x 1 CCANNEL BAND JOB° 980651 CONIC.FOOTING 4_22-- (FIELD PAINT) 9 2. 13 BIKE RACK PLAN AI2 SCALE. 1/4 • I'-0 BIKE RACK E L E V. - -- — QIP SCALE: 3/4' ■ I'-0' ATE INCz[_ .41.. SCALE: I' • r-0' CP S-+EE'S ---,---- A1 . 2 ' ill I")8 I)I; SANf)f111R(1,6700 -....... ttt)('.14 .ti • If this noice appears clearer than the JUN 0 2 2000 `\j. document, the document is of marginal gnaiil . microfilmed I I II I i 11 i f(iI(jI;III • II1I!IjIIIjljl i Ijljlllll;II1LIIjliIiilljij!Illijii1j;11li11ill10,1 l 1 ;bili;:{)ilii iililiii i'ilijilljliH41111iiillljI �llNIIIIIjljiji II; I,� ,, • INCH IiMADQ IN CHINA 33 �} 1Q IIU.__ -1-,-v.1-,--1 1 1 T f 11 ii-� -_ -_�_ ti 11--i(- I. T . it a � �t'- tl r , i I ; , .I 1-1T-71T-111111--1-4:-I - I; I I I . I I t. 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TO GRIP .. t 6 0 ►Y+ 0 7 v /Ail 1 1 7 M I N `` r 0 1...t4)_!__1; •YP p 20.-0. 5. -43' 5.-f' 20'..er i_ . I ®61M. 1 - 0 - - - # _ Y • '1•---- \- + - xs ���� r'I - .. ----11 .. NEM --._`=-z:�c se s�s.t:. ar.:1�1 • e _-_ :40:-.)"TYP fit) ii ? TYP.I - 1 in IL TYP. I I 4 C a I OFFICF. OFFICE OFFICE OFFICE 1 OFF CE OPEN OFFICE OFFICE I (` I Fiji)] ( 221 1 [_222] [_223iJ [2J 1221 J 1228 -1 I 1 iii __ __ •w_ -'..+ �.- E - 3 TYP. •'1 , / ��� 0 ci M. 1 - - ' � -I I 11 _.------ ey . d1 k) !, (2C-:-4 viv 1?8 3 '•�=-urt•..+.�._, --- - --- - • - . _.a` _:t ' :�c_.-___x-- STAIR4%74 \_- A e4 (12a) 221 (.2?2 223 2} ' rmim I 1e i` A6.1)TYP. Q 1� I A5.3 I as il ® I COMPLIER A5 4 ', 8[ OW• I At. 4OPEN OFF GE O1FE�1 t�ltt _ ' 2 d 41.,- I �_ l .►'� ?7 ( it TYP, ?26 / I y e SIP'1. ® A6.6 �YP ��' (�61M. 10TYP. TYP. M0 II �, 0�� -. TYP. II _�. 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CN CONT.- CT: G,�•R't- A:.NGESCN ; L-TATE OF CREGCN ;-4uCTJR.:i- SPEC --._''t CODE I A.F F. Above "irate' r we' I •• a does Cuter.•' P LAA Photic Laminate 7tih/ f ACOUST. ACOu,tico1 I,R.T +-ire RatnrdOnt t••Eled PI Plate _J/r•Y- i.. NGT. Anchor Botta oblel• FMK r at r©eed II P, . Fear fined t�CCUP:�NC B'� ;PROFESS OV N--Cv�-"IERC I as' . •o oar P y -ONE f , r:•tu+e o Aqe,p r. r, D P. FO+er vay ......+�N �.�•-••- -. - A AFim r, �3E OT �' I _ orov CIY ri - • am ........ ...... .... ...... .... ... ..,. ApPROx b ,...m tr' ...a door 0,0in P T PraAe4,0 rre01M 1� I I a I --/ COnditi� Qd ( �: OF Ti t ARD ACsRA EA TN EN✓IRO 1r'_1�TAL 1 onallyA r mei. ercnit•ctcre rT root cr Fee' P•L Property Lina r T .. . _1 '�______._-.__.._.__._.--- �.-.--._____ I �! � Ftp 9V e D M oro,n r o rooting O.T. Over run C T1 P= T P �-- _--- t..• -t 1 I /r FOf only(r(Q WOfI( r "I ASpM so 9. ...ONS 41,;C C\ E V N _._I -. ��• Aephpit For. Iovndotron RorRAo Rad�ua -4"� 5.f TE C.4 CENTER DR. 7 I 1 I \ aSd(t,,CFI'Cdln: nC Ae Fc Cones.. F.s rue S.», SCI• REF Reference I I LJ /\. �fir/ - PERMIT NO. tl4f/�. •}�,1 RM Nor,' FLIRR, rurrmp RI FR. Refrigerator LigE GE\E�'c.:.. OFFICE PORL•-N: :.�R `612;c3-63o25 ��l-� �11 SII r , ..icq Lotter to:F tl kNfuk, Nit,o,dno,.• GA Future R[IpNr Runtore•a 1 •\ \_ OW........... .. ...... I Ell It Block Ga v Goveni►•d REST Res lenlnant t .....,..,.. 5,3" b3'-j4C0 i \ Attach awl B.,FG Bxklnq C handed Iron -JL-` SFfcINKLEREG' E / !�, 5N) , _ )� • yew , CONTACT: S u.:,R =.LER zH : I ` y; i i yp &ae G 0 Garbo IN•ocnm R Ri,er(e bf r,/PrN Bottom GA Gouge R C Rocr �roMr �` Job A I IS C. Bottom of Cure 41.u-LAM GIu-Lnm.nolea RM Room GRC55 50, ARE FEE- 36.C:i0C T Ir 1• l j �� ' ' I B ddre�•• 7�• ` • U W BCHom or Wal GL, rAnse R 0 Rouph Upennq •, 4,/ f - x FiiDC BuIdin G.B Grab Bar 5CL Safety Cn•e c� t ( Rate. q1 GAB. Cabinet OR Clods SN.0 Sorotory hoDwn Q�,oemer =INIrJ� FLCC'R ELE✓. :01.60 �,����, \l � � I � `4" _ .r•'' C.P.1 a -net ONO, urouhd S N.R Sandor)ry Nook n Roc eMOO! C.1 noel Iron GYP BO Gypsum wauruard iCMI'0 e;h•duk C ., - .. -rn •--- ,-.1 P €o•r .r�Piae GYP.BD./wl� HE IC,I+.4T TWO 5' R.ES i 3(•. -O . 'IP�. otN sin Seat Cover O,•oenwr ✓ �` ! ! ` J 1 Overt 4es.elonl SEC Section '`1.C.i4 NilC'.. 5 BCCN R.••CTOC : \ '� /-.‘ ! 1 - �'_LG Ceuirp al'P, oyperm 5 S ssrv;c• Sin11 r„ `✓ "� '- `"'� '` \ sN s n M. Cement 1,04E Mordrara SM Sncalhlnq aLLOI::�+BLE "4'..-CCR •--,RE.H 45CCC 5C. F'. \, or r� G. Center r1T ,.epnt 9.4 sn••I TEM_ P cO\1TRO_L.NlEC4-»AN IC,4_ �i - � -r>r ( Lai �1.� 1 ccCenter Ti's M.0 , c, cCae '.M+ snMF C10. C�p„, M.0 r ,0110+ Cors Plonk 5MR Snow "� M V 11file+ Veto, SIN Similes r r coL Ccoann MORI/ Ma,tortol SO.( Slob on Ci,00e . , ;\..,,,, . CONC. CnrCeeta M.B Mase Bibb r p. Soots Qistseneer 46Dfa N C� .+NNEL JE G.,O. r,onc Nnaonn, Untie ••dl How S C Sc'd ore P JNG GAt 9`2'1 "'_ _� I I -_ COND cand;t.,,n Inch(e,, Square _ LQFPMENT INF( T"1ATION1 - �f :85-9E5' - �-- ' CONT conelr,cror, i.D, Inside tar+e,er (Dm 54uore teat tIr C8 ' IS___. ` #-- •i., CONT. Continuo I t/L In11.400 n S dtv Stain Ind %roman 1 ,! / . ' CONiR, Co, freta• INT Interior Stool., Steel -r _ 1 K , ._ e�K S.5/I r CJ. Control Joan! JAN Jon�tor gip, S:onderd E r1^ n Ct 'pOCRr-f ^ - �i' `�•,, �-T. :JUSNE ?"^CvRCE �;. -s-1. SITE'' 110 os - __ ,i CORR. Corridor Jt Joint Sll. Steel CIFeC:55 SITE 4RE-- , 2,446 Ser. t .-.� C ...7'1 -•vR-7% • ,: CN/R. counts, WO Al',, Dried STOP StorarG�e L - Ctgt Go unlN,.nl Kra (rrhan s'RI. StrucfW01 OONALD Tlit- t <-- p1RE'/151CN8 sys •',r pro. btportment u,ON mote Doom VIA Symmetrical ^r , _ t Dn. Ue,,,,, , :A. ,�rotery TEL System �...�.✓J...-+'�E ..AE.:, �tJ.�-n� ��i. -- 1 "`-'-�'{+ _--��..�.�..... LT l 01 TEL '.11ChOM r'1 �. 4 �J 1 BphT1 W ' � DIM Dirnen,ion LAP t .cher T,, T,,•v,tlon _.- OW DAhv,e,har MA(•r Machire iNM iniCM •�._c-' CG 1 I UtSP D,posa (Garbage) M.H 4oMrne Sort r0ir 1eNa1 1 _ - 3i.9 EL - SUBCC;NSTRGCTCR: ppRR poor Mr• Mdnhola r Fri' roiNl Potwr 7'sp•nesr I I ;�_ OBI.. Oouoi• MFR. •fawrnrturar rkr Tonqus and Groove l ',. • 1 Drs Dorn N.0 Moe„n•r 1]p•n'nq tC. Toe Of Curt '71VA_ I ECTRIG - MieQi (_� -_ __ - DS Dorospou• MAI Mown rat t P Top of Pavement 1 •.• , .� r ME:,1 Macho-col TPt top of Plats - s:,� DwR Drowse ( i e :1SA*Tj[R Si _I tie.. \ • "_,N,' •NG Drorinq MC Medicine ^on.nel t.W top of ,can P I_NLI SPACE INFORMATION 9®4 5.11 'R3" 4vE. II ',1":.. s� . ._c J i inking FoJntaln moo M•d,urn pens ty O+eriay r. r•eans y_,'.. ( �._r•- ^•-� ;TI.. .sl+F �! E11. Each MT.MB Nen benne tvp ryo+cot QQTL GIS C, CR 9'2©' r �1�^1 II - CT E S Tarn Side Mk' 'feta UHF. Lrieishect I I OAF4x -�, .__.__ E. rn,t MN Mmirn,,rn U 0 N unions Ofhe,,,. Noted f , X503) ?26-6-'1' t I E.WC Electric Water Cooler M,SC M.rreraneo�s UR. Urinat ST.,'vD A r ' 9 X 15 i L1 �//_1 III - 1 ELIC Electrical M'p Mour!ed vFr vs,By y.. /^ 1 . r__.___EL Elevation M,J•- Wuiiion VG. Vertical aro,n tGNT..CT: 5TE'✓E GOURDE - l ,,q,pELEV. Etera:or NOM Nom not VFST. Vellt+bute ''ie-j-.4-11:7-1-7---/ / _`� ( a EWER. Emerperey. N Norin VCt vinyl Compoo.t.on 1 . NANO'C�- PE.� (9' X '8') 4 -i i 1`I" -`�-_ ENOL. -nClokure NIC Nal in Contract v W.f., Vihyl WON Cc.arinq R _�- NIS Not to Scale WSC, Wlrn,edt f ,E,7. tgquv'a en, HD Number WC. Woncoserinp ✓.-\N 8 , I �i``� DPr. C..E55'BLE �9'r.l kxP E.i j OBS. Obscure W H :':_ter Closetheats .1cN" EVP ton nIor 0 C Or Canter W.N Water rfe? -_ _ _ ffPtfJ. �apnnslan Joint Or.C.i OrrMr +urnrahsd WP Watt proof � I• � �.•,� ` LAPO Es a*ud C',nt',cio' installed '.'," Weght E><1 orae o r.o L Oaner rum:shed W. Weil y`Q l- r.IF•$. Esteriar i•+40t.un ! Ornr nsfelteA WUW Wt.,dow TAa'r? If--,�` -� �__�f - - -- r f TE mr,-29-98 lnisn Sys!en optic ppanin� W! wtr ,,,� + CFE:" I- --- �p r OC race or Co"erete OPD Oppose w 0 wtrwut -OTAL F'ARK NG (e? EX15T!NG Sp--CIES TC ( r'" w I F 0 F Face of F n'eh 0.P. ODooe le and ro r Wore 4. \ . 7e \E U 5 •:►CES• r"o s fo«cei o Sl,df h 0 0 duiff ha Dia*+eter ;Dim.; w W Woran warn •.c RE"'� to � t� • �,Y^,--ri , l ( a. � sw F i� F AC tTi-T 5 r rnN roclbry I i',rsY. P. Point 6 And .. p/r�/ F'r t Mien PR Foo Angle T ! I t ,� • JV4 a E,I l' F I rintah Floor P*D. Doper 'omit Ulupen!•r to At F4RK NG RA IO 5 ,L,CE,25:� SC. T. f 1 VICINITY MAP r,r r rAar, neo, Ele,o;.o^ P T p/R parer fere: Crisp k 4ncaot Cart•n'ne F A Fire rUpnr, P 1 H. Paper robe' 4ereoferle 6 Oian,nt•r e� /^ C t� a ' c FE fir• EsEnpudher PARI AO Fartrc�e Hoard ♦ Square/Scuore I col pIC�'1.OLE PARK rVG SFAC S (ii15,) 1 F t c Fire E,hnquieher Cab FIN Forhban k Plo'e i 1 ,, u PERT Perlorataa `F4 I FLAS. Plattert 1 r , . ; . .. . T 8 S 411t l I. A , . , SET 6.29.98 I Id I 111_1 ______________________---.............-.....1.01momm10110 • ,.,0BID II-.111 -AN,I).1311R0.6700 , . rw 1 If this notice appears clearer Than the JUN 0 2 2000 I document, the document is of marginal qualil.• Illll:l"OillittCLI 1 ,ir ,II1IIII,IIIII!iillillll1 i IIIIIII�IIIII 1'1`jl!Iji�!!IIII !j!jllillli;l' Ili!i ; I Ijij:jl�ijiji Ilijijil!�IIs1l I Ij1111i,IjIIIjIILjII!!!1I!I!!�� !!I!IIIIIliI I pOi, * INCH Il MAO!IN dtINA `wow _ I' 'if f . . I I' "' IIIIIIIIIIIIIIIIIII!!!IIIIIIIIIII't IIIIII (l 1 !I!11.! IIIl1 111!11!I!I IiIII'.i•IIIIIIIIIIIIIIIIIIII !IIIIIIII IiiI!!!IIIW!i. 111Ili!t111I111!i!I!I!I!iiiIiiillfliii•!1110.09 f!11!!;!1� ittl!r;naltill!;,:JII;!! mitl!;','I'lll!CIIII;I!II;IIIc."!I101rdnoiliwiIl!IL'l{!illtl !" .,. . ...lL.tell . . I ..rL. . I i a r.• ..,., y.Z.t+..., ,.s. .., s .. . f ..g,. ..,_ ...•.i. r . ..... - . .. .. 1.r '•T aM? . 9".C•wr. _ .-, In .wn , ., r . r ..-. ,.. ... .... - . . - .. r .. ..s .,' •.r7.. „^,nr.4:'" _.. .. ... ... , .. r ..... . w,�r..f•+ , .. n.:.. ., eA•,! R". _..,..,,..,n" ,a. .:...vv.-., ..II+R.i9rq. .. '".q' •A'T .. 7L T•T. "Y ... ... 7 .. 'F T,A•",M',�'R� ','M'F. , .: .:..:- ,,.. ... -,., ....,. .. .. ... 5T^ 7 ... T+ - �, .,�� , •.iR}' ',�•'... .. r.. ., '� r ... .. 1. �!T•.. .. ., ,.. +.,.n.•, y„,,�,�a • t," . • !I1 • ___.__ __ _ __._ r�er• • Houf 1N 11,ed3 • . • ] ,:' • - ---• .� • Righellis , Inc . ' E N O . N E E A i • Y l A N N [ R . •+i %, `4, \ 5200 5W MACADAM AVENUE. SUITE 580 pf ilei \\ PORTLAND, OR 97201 a,R 1 •• • TEL (503) 2211131 FAX (503) 221.1171 ___ __ -. -- _. \ [sew! _t -is ---i t . " ., - • \ il> ' . , ti s , , q \ I REMOVE AND RFPt ACF LA EXISTING CURB I \ L EGE^!D " P ARw.1NG U CON( UR/VEwAY i,x1S11N- EXT CL. 8 Q� I \ R PER C!4ff OE I/GARD )0 u ti - - - - - SPECS DETAIL EXIST I--'--- � \ 0 PROPOSED CATCH BASIN- - - - rHlssl : 5�,"`• 1 I -__�� APPROXIMATE RE/AIN/NG WALlS _ �� / Q� .4..‘i RIGHT-OF-WAY I:1 PROPOSED DITCH INLET ~ n /TIP SE TAIL 1\ "�� le' / \moi © 5 I PROPOSED x THIS SH f r� \ ✓��s=9�r• ••.,` A ) IA T C 1 I PATCH AREA AS \ —K--- PROPOSED FINISHED CONTOUR 0 x SI • I s' �s 1 i \• ,*'f�' \ I ARTA AW/PAVEMENT (SEE \ _ , J/ £xrS TING :oN;OUR �) • `s1' -z;,>��`' 1 ti ' , •• . DETAIL THIS SNECT 2 p� y • 4fi' y ADA APPROVED ♦ ,(�p " , \ e' ( r u -_ . RAMP 1 S IR/PPlNG� +._ y' �.► • AREA OF RECUNSTRUCl/0N 9 45'' \ .tr •,,. •4R�: ;* LOWER AC ELEVATION AS O 1 \ PROPOSED CONCRETE Q • / 5TANDARp C N( t? `rr 4 le h „�, S WN SAWtUT fX/57 PARKt G \III �1 Cl/RB (SEF VITAII mob., S�i A}I(( P f ER 1T4C, SIDEWALK,41 P W 11*5 SHEETI • ' ;c5C' ,'�,T,,AAN. l ( NEW FOR 5MOOTN TRANSITION J' 1;X1 1 , \ \ Q... : I , R.15' AC PAVE NT �,�l�`; 4 -EXTRU f0 -- \ PRpPOSf0 AC PAVEMENT 0. • , '^ ' ' " ' �'e U ' oT YP PARKIN ARA 2 l'VP 90'-� -•r''r �} y � 4< -y c NC3 •Asa ICURB ( I \ f 1 G f g t ' •+� , ¢ . ,NIU -xl, 1 l `JF. • 0'-e" � r`'-PARKING ARA • ;,d1 • E O�,-- ? A.0 PAVEME€NT-- ---t 4 • `�'�'U1 LIEX X1ST•'NC' 1r , 1 Sq,� \ O < 5 PROPOSED A C PAVEMENT �' b' 0 / 65'" ' C` '' 0' ...1 T�� \`t'. p � E t `I • ` I 4 \\ -- TRAFFIC AREA C4 �" } y'.0" 9 0" e. ,- ► of ''�. ` E ,1fj,�` 1 d tIG C(E4N UP FXISNI�NVG f 0 P 1 U a { 0 / �'�• cTl ' 1 C PAVEHENI IN FOR SMOOTH \ 0" PM)1 6 AND FEATHER W Al \ d I �� 9:::?:,...�,►�'� �1► ,-- A, CXI, A1' O• TRANSITION TU MATCH \ O • L liNfR4NCY---- 9•-0' .h t AD APPROVED • �� \ �� j� GENERATOR :.�` c Or ,e./tel! - O' �la RAM `' \ PARKING SPACESTRANSFORMER----- A ' • *TC 1 .0-41 /f p , r� 1 O Vi \ rCONCFfTf Ir ,.tIG� / EXIST. MANHOLE, In �'tUTlIll r PAD / _+,. �r ,� Ilk'000ipp. SOOd \ � -Pc.� \1111 1 CURB \ �' \ EXIST• RAILk0A0 '7SSING .SIGN. �/ ' It �� \ EXIST. WATER VAt f• `` �'� �, BItYCIf RACK- ,` . r ,o lirlik I �' �� go 0 \ SIANDA C NEW PAVEHfNT U01'fN/N3 \1 \I EXIST. CATCH BASIN. ' '' '' ADA H AmpV D K WALK 1 .0 ' . , ' , I Hf AV CURE I 4. • •__ In� �_ _ (Sff L SIT. C`'11 000 as OA�� (URB L LK fE \ 55£ S. ; DETAIL T S S Ell t /.,`► ' — EOR PCTCINGS A PL TREES fi-70 FIRE ACCEpSS LANE I \ EXIST.EXIST. FIRE ELECTRICAL X. .10 +"4 TO REMAIN ON Sat / FAE DITRKT SPECS R g soir-j• t ,. \ EXIST, LIGHiNPOI TNT. } ►_. •- _..elA = 10,_pA X pRK1 \ EXIST. STORM SEWER LINE CO {n • J • �t' OBE 1 \ x1.��1 1�ARKINC' `MF e� e �4) A',7 \ EXIST. SANITARY SEWER LINE 0 .' 1 �' ® • �1 t 1 7 \ EXIST. WATER LINE n 1..7., 1 �'1 \ �•- ��"4 `� ARK/N ARA --_...---1 \ �./ r,) I �, �_ _._._ - �_- - t h"' _ PAVEMENT 'TYP/ 9,15. -- _---____._----___- _. ..___----- -I ri' P�1Zt.;NL' ISff TAIL THIS \ '' ;INV ,�� s"£f�f \ SURVEYOR NOTES: i rr• BMX A.C. OVERLAY 5SOO ,1•• • REMOVE AHD RfPIACf !:''� •.." ' 1 � -� -- U.0 C n,•� XISTING CURB CLEAN UP EXISTING EOP 1 \ E UTILITY STATEMENT • ,� .10: R. ?S AND fEATNfR I,I�W Ar 1. I F- _ O0VEfRLAY ffXJSTING A C PAV[M£N1 • PAVEMENT IN EOR SMOOTH FfE + ?016 RECONSTRlXf A( PAVfMtNT FOR >I. g $ • • / MMl Of TRANSITION TO MATCH \ THE UNDERGROUND UTILITIES SHOWN HAVC BEEN LOCATED FROM FIELD •' J OVERLAY OF 4" OR GREATER '• •• '. ` • OVERLAY r N'•' �0 �" !�'� \\ SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR Jj I ! ��}}, rt pl'R O' • MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN N • .'p` •'• . ',• , p:V tt 1 COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR CO .' 1 0"�j'i • p<•�.,4• .A 6 ti 1 ` ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE. �I ',.,:c .• /...,4:14 ,, •. n \ UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION Q `-`.� • • • '►' 1'-� INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS • I .� C `J., li :-.1D ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE \ ,�` ` -MA ICN ru ExrSrrNC, w E( RW" ISff \ SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. •• � • �,� CURB e0. 0. �,>` Df/A1 TN/S SHEET)[f FE = 70160[ I: 1 \• �` 'fr /-ROOT PRA' . 111�1, PA'' \ ,APPROXIMATE ., �.-.-.". • 1. .' :. �Y`, fXIS TIG TRfEE EX1� RIGHT-OF-WAY NOTESCr --\ rl _ gin'• ' • )‘,,e, '�i\ a �S?, PRIOR�r-� RfC.ONSTRUON \ PROPOSED , I '- y- - --� ^-` T • t ,�`' '> Yy> • I PARKIN ARB�A AC --\ 1) FIELD SURVEY COMPLETED ON 3/10/98 AND 3/12/98 ,\ PAVEINT (TYP 2) ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCH MARK N0. Y 614 1968 - ,••,,,', I PATH] �IIIIIII > REMOVE AND REPLACE (XISTING EE DMfE, SECTION \\ \ A BRASS DISC SET IN CONCRETE CURB ON THE SOUTHWEST CORNER OF • (URB WITH fX RllO C •; \ }'} 4 I`.66' \ A CONCRETE BRIDGE, IN THE ROADSIDE CURBING, ON 72 AVENUE O'IER r� , \� y .',.=••• -. TR f� •A r \ THE TIGARD FREEWAY (STATE HIGHWAY NO. 217). i` — : �\ ' J. j, A. r PAV N1', I Nc u P K NG NEw! 1i'ARKI Li I \ ELEVATION - 255.397 FEET L tts,c�r ti`^^`ncYY�'+�, f• ( I 1 I 3) BASIS OF BEARING IS THE NORTH LINE OF LOT 3 OF SALEM FREEWI.Y SUBDIVISION • • " I • ��e5�� 1' �� t• • . �`, ' r•�.• ----1-- 1 72r - '. T-• 90,-C I __-__ \ RECORDED ON BOOK 32, PAGES 20 do 2UA IN WASHINGTON COUNTY SURVEY RECORDS. 1 ,��4 - -- -- - .. :► . •• . �` oy� • ' • N _ } ��• _ _L-....r - 4) TBM ELEVATION - 216.56' :;, 1�}r� 011k TQ._COIlt • • .END Of L 1. �.► •' • • / A C PAVEMENT :. t_ • •• • . • • • • . OVERLAY \ • • D - - - - - . CU - - 1 6• /4"RADIUS /DTI -_ /- - .., it //7---- CUNCRf Tf CURB _.• EPDXY BOND Z r' NOTES: 1 CURB SHALL BE MACHINE EXTRUDED. 2 30'-0' MAX , 10 --0" MIN (SEE TABLES) -- - --- - 5' 6' CONCRETE SIDE WALK PAVEMENT 3. EXPANSION JOINT EVERY 5211A �R 28 DAYS. EYISTING DRIVEWAY -i' 6" 5/4" ti' 9 - j- 4 CURB SHALL BE BONDED TO A C PAVEMENT. LLL.. VARIES II' WIDTH VARIES MATCH GRADE `1 d c s-. li ' (SEE TABLES) --- - 3/4" R -\ 6" f•, EDGE 1 ° ° • ~� v _ _ __ 4 -22' ° ° ° �' • EXTRUDED CURB DETAIL LL VARIES ___-. _ •: ;'T. • /u�.. MAT H WI TN r , /1, yy / ,%/ A W; -• -- ( __ C D T F[r l)r* IIill`i1,,11fl .i ' IIRI�-tii_1'I 'i/ / / s 0%Y%/ / NTS6• 5 � DRAINAGE BLOCKOUT II- � _ I,�,_-� C:. �� � A6"-111 Ih rl, w "� —_-- _ R/W LINE -� 3" I.D. PLASTIC �, &�PIPE W/COUPLINGll .:: :-.4 d,, 8•:.\ EXPANSION 6" X 6'• • JOINTS - 10 GA. MESH % �/ //i /�•° •�L _, __ Z0 e 0 • • 0 16" 3/4 - 0" AGGREGATE BASEROCK --�CONTRACTION SIDEWALK 0 e 0 �` - t •'••' 3' A.C.. PAVEMENT, ClASS "C'DJOINTSo e p o v $UBGRADE - `'• w Z',� �I��I�l���/�/��il������B u', B (� o O O c -+� - Ill• fj I[n 1I11B - � CURB J01 S "` - 6'CRUSHED ROCK, 1' - 0" • �- -- �'�i"' CURB .o� °�o CURB AND SIDEWALK DETAIL OF ;R 0 Q • n u u u- 1 u u u ••»1 FULLY COMPACTED SUBGRADE A FACE CuRP ►� �[- I I (1-.11;. 11 I -1j["Os`' (951f COMPACTION-RELATIVE DENSITY/ 5'-0 MIN. 5' G' MIN. (—TQL —l1 U 11-- II-11- 1 4'-6" 15'-0" MAX. 15'-0" MAX. 4'-6" E" DRIVEWAY SECTION WHEELCHAIR RAMP NOTES: _.... 1......__ 1n" -- 1 CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 78 DAYS. REVISIONS PLAN TRANSVERSE EXPANSION JOINTS: 1. JOINTS SHALL BE SCRIBED 3/4"DEEP AND RAMP PANELS SHALL BE EDGED ON 4 S/DES I PARR"/NG AREA PAVEMENT SECTION -' USE EXISTING EXPANSION JOIN - _ 3. SURFACE SHALL BE TEXTURED AS SHOWN ON RAMP TEXTURE DETAIL 0 O 0 OR SAWCUT AND PLACE COLD 1-1/2" EXPOSURE DEPRESS DICK Of APRON TO 1. TO BE PROVIDED AT EACH POINT OF 6 0 �//� /\ N r S I JOINT. --_ - T _ _ IDE 3" ABOVE GUTTI'R TANGENCY OF THE CURB k AT OTHER F.,.___ -__H 0 0 0 ( i--1.:;--,-----. '-� LOCATIONS AS REQUIRED TO LIMIT THE i . O A , ; �"- SPACING TO A MAXIMUM OF 20 FT. I SIDEWALK 1 Imo- STANDARD (URB -- ELEVATION B B I 9"A.C. PAVEMENT, CL ASS 'I'" -- 119-1 ' 0 GAS MESH A 2. MATERIAL TO BE PRE-MOLDED NON- W #•/y������t/yr/y����/��/f/i EXTRUDED MATERIAL WITH A MINIMUM --r 6' CURD EXPOSURE \\\\.\\\ \:\\:\.\\::\ \\ 10`CRUSHED ROCA; 1" - 0" 1 1 ABC]\ E BASE• THICKNESS OF 1/2". 1-1/4000 t/4_ `` , ,\-\\ STREET _ __ 1-- - _-- TRANSVERSE CONTRACTION JOINTS: f9\\''---- 1-� a 1 --11 11-11"+11•-ail u f1ll,cYCOMPACIfL SUBGRIUE • - 6" a NO CURB EXPOSURE III'^ - III• -Il���dll� m-` �� III I- I-I_ ARV- IF� .4,11:011-111- .- I /9�at COMPACTION-RELATIVE DENSITY/ '- • 2" OF COMPACTED 3 4"-0" AGGREGATE 1. SPACING TO BE NOT MORE THAN 10 FT. -L-r._. _ II .I 1 -�+ lI-I-1 - A •1X A RAMP TEXTURE cl r , , 1 n1 1 1 • SECTION A-A 2. DEPTH OF THE JOINT SHALL BE AT 60' ® veto NQ?ES LEAST ONE FOURTH OF THE CROSS �_ -! �- VARIES (SEE PLANS; TRAFFIC AREA PAVEMENT SECTION DATE 06-09-98 1 CONCRETE SHALL RE COMMERCIAL MIX. SECTIONAL AREA. 4" PC CONCRETE 6' MLN 2 CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS - - NO CURB EXPOSURE \\ N l.5 ALONG BACK OF CURB. CONCRETE BREAKING STRENGTH: Y FLUSH FILE ANK-45 ORN JRN • 5. EXPANSION JOINTS SHALT- BE 1/2" PREMOLDED ASPHALT IMPREGNATED 60 ` 1091! 980651 CHK GA MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE 1. TO BE 3000 P.S.I. AFTER 28 DAYS. + • ' 6" CURB EXPOSURE 'Ii '! ' "; A L. PAVEMENT 1"Of 3/4"-0"BASEROCK I 'AL1/111.0 COMMERCIAL DRIVEWAY �`\ STANDARD CURB r STANDARD Cl/RB --- REFERENCE APPROVED BY DRAWN BY — REFERENCES EFERENCE APPROVED Br DRAWN BYTYP "A '' SEC TIONS-A CI , CITY OF TIGA.Ri� WASH CO COMMERDW _ CAP CITY OF T GAR-- WASH CO. CS-3o, (MOO.) CAB STANDARD WHEELCHAIR RAMPS . SCALE DATE DRAWING NO. SCALE DATE DWG FILE ailLDWG �i N.T.S I &.p OF Wit ir SET OREGON N.iS 7-9-93 JDEUILS\COMMERDW.DWC OREGON N.T.S 7-9 93 J:DETAILS\CURB-STD.OWG L' „ _.. . . .. , L '.ANI,I/UR(i,6700 '` , ail�l�� +�rvriF► `01 1.1 ::-.• ".' . ;. If Thi, nit1ice appears clearer Ihnn lilt' JUN 0 1 ?000 I t docunuIII, hit document is of Iii IILIIIii quality. ys Illl('ioIiIlllt'l I(TIICIIIII IjIjIIIiljljlli'IjIjIIIll;lj) I Il1IIjIII�II!j!I!jl;Ij:l!ji;l ili�jij:(i f iIII lliji!; ! iIII II1ilij!II iIIiIIIIlj ;i I IIIlIII(IIItIiI'�/I•I� IIIIIIjljljlI IIhiij!I!III c.,,, INI I MAO!IN CNINA� l r ii, I fl__ ET fri _ 'lyl'__ IT- !j} I -1.---,,.t T-� 1 I. i I I -i !c; ;.,,,it Ifa g„I r r; 'SSS !: r I , „ !� I,,li I it 1it::tiii1; iti TiJ i � III::!!„111 !i It;IlI 01:111'!";, iniilthlllllllllllllllIWr li!!!'ltr lr,,, 1111IIIII011III;ILII!ILII!!Illi!1I1111IIItII►I!IIIii1!111ji111I1111I!!!1t� !1111�!I!III!; ..III ,II; ; _.1, Iu r r .I I' II I i - 111144.4.4.44,:•5 • •1 y y 3 I'et, � I N, � arper • Houf GT by Righellis Inc . aI � r 5200 SW MAC<QAN AVENUE, SUITE 564.`•t PORTLAND, OP 97201 " % ow CEL (503) 221.1131 FAx (503) 221.1111 _--- (xr�tNs9 t�/a�/9Q l T I • i i I VALVE LIB. y. -I - -- - 1 FIA "1� •I4" \ SCALE r a?0' HZ o --- H OTENTA OX E h IS EAST OF PROPLR'r • . LI I \ 1-4 N r _-___ 11/1• i✓ATER,If/fR / EXISTING FIRE HYDRANT Ig•-•....._______________-----�.._ APPROXIMATE NOT AL( SYMBOLMAY BE IJSiDT �--+ ►.. _ —NAIVE(TOT ' RIGHT-OF-WAY T wax'.p(TEC rOR • PROPOSED O �. -, ' �f_aZ r �;• �j N t�f ASST 8LI' /. t?'1 ' ,•( 45•NE jc../ ( \ •=1"...1c------ "...S �:;��R-��� PROPOSED :::::WER , SPROPOSft) .'tzsss3` e \fes, 1 1 , ` 1 r•' \ PROPOSED WATER MAIN 8- wATER < 8: ,T` \„,. �,,�' r11.1{1111C 1 \ - PROPOSED WA I fR SERVICE I- + ` \\�� • ' l Isund \ a f y ,,II \' \ o PROPOSED C(:<NOU I W / i -- - 1 1t1�4' \ to 8 l o • 1 a iHC' 1 `� \ \ • PROPOSED CA 1CH BASIN y 4• } ._/I ; t \ • PROPOSED AREA DAAiN rn .r� \ 1 I - • , 1 \ ` 1 i ` t d t \ PROPOSED DITCH INLET U \ iii.if. t�O.S � ;`. I 1 ` t ig:200 co ` PROPOSED FIRE HYDRAN/ 0 U l 1 . 1` ,, IE x197 10 �' 1 1/I•BEND \ • f „� 1 • , ;B I'' \ ® PROPOSED WATER VALVE N 1 ' \ "' `I / ^t 1 1 x v PROPOSED THRUST K I \n � a ♦ Ro QSEO Bloc I t`i '� it. 498 �,� LE�-197? • (,.A n / 11' /; {•.E'�1fL5T Ili �� `^ 4171CONNEC.TIOIN ) � �" , \ _� PROPOSED Rf LATHING WALL• y \/ ', �' IE111176f a I � � SO �; - \\ 1 :\:\'',..' ' •` ,.,„t EX/SI NO PARAWG SIGN E I • - A� • PV( 0 1 X \ hill WO r \ I \ Ap EXIST MANHJCf I I MN t i °"_ Wit '` ,""/ f~ '`' 1 AI NG SIGN , L. �', y x1 I •- •_ fX15 T R C ROAD CROS51 ( F'. �. - _ .-__-_-_-=_-__, ` 1, ARARAW CLEAN QW /f r9d I? • -1'.40(i70 {----- f Aftira /E 6 00L ', EXIST WA TER VALVE I A _ _OA ' -�-__ \ EXIST CA ICH BASIN' CO CV TYPICAL RUOF DRAIN`GCATIO,vS p �` .Lf 1194 98 •• RKI�u 1I \ EX/SI ftfCIRNA( 8UXTYP/CAL OF (51 -• r , 1 �TP \\., , .,...• '11 r . ''A� • 1N. , , \ • EX/S 1 FIRt HYDRANT8 1 ri • ' �' �' I - t \ 1 , \ • E.[.•l16.L1 LLa>9S.lL _till_ • ' • (XISl uGH1 POLE • ` V I \ ^ - - � _ --�-' EXIST S/UR Sf WfR LINE l ) r 1 V r7^ - =- .-.4._--. ..-_ _,� t \ EXIST SANITARY SEWERONE I ' An p f S0 � J T f� OT ROO�RAMVS 11_1/1• BEND t t \ r EXIST WA If R L INE DRAIN 5 'STEM • I + CLEAN t t TB :IfOPOSEED AMI1ARr \ 11 \ '(>3 fXf51 LONIOUR �1� - I. EWER PIP 5 J? X \\. \ � h• (jam `; ,arHt. \ 1 t \ ....�I • •'r • . 11y t.119136 1', \ GENERAL N0�5 \ (((RBTCHj�T WORK SMALL CGNfORM WITH CITY Of 1IGARU STANDARDS AND SPECIfKA1lONS, THE UNIFORM' o I� • ! rf 119131 �""'���� s �'' ��"'M.f88-1 BUILDING CODE WC) AND THE UNIFORM PLUMBING CODE IUPC) SEE NOTE ro LEFT I •• E. 186.71 \ 111 ,•-- IEE, VAL VtR CONNECT XlSTING \ STORK DRAINAGE ff �) E DETAKL TB (� 10 Iv'ATfR Q(/A(11Yf �� 1.0 `� E1 Cil 1 • / SWAG_ S1+M UALITY SWAIE 100 STORM DRAIN PIPE., DEW:, AND FITTINGS SHALL BE SMOOTH INTERIOR HIGH DENSITY POLYETHYLENE { f ��VAC VE t•• i WATER Q 1 \ -APPROXIMATE CORRUGATED PIPE AS P?UDUIEO AND SPECIFIED BY ADS. PRODUCT NAPE N11(TM) OR PVC ASTM 0 3034. PI 8 L F -� , RIGHT-OF-WAY SDR 35` - I 7f HYDRANT FIRE 8' STM lit..;.1. ":. ti \ ....„,,...".-7 PROPOSED ! I o ( /6' AR R/PRAP If.e1l0.�? sw ` COORDINATE EXACT L01ATION WITH ARCHITECTURAL AND MECN'NICAL PANS I -� • pf NYDRAIJII \ ROOF DRAINS FROM BUILDING SHALL CONNECT 10 SITE STORM DRAINS IN LOCATIONS SHOWN ON THIS PLAN r \ _WA_Iii. \ ', . cn S ( r T ` 411 DUCTILE IRON(DI) PIPE SHALL BE CLASS 52 PER CITY OF TIGARD (COTW01 SPECIFICATIONS U _ _ ' ' NE 1,,, �I'ARKI�G \ • Y ! ' N\i,44tiliki.484,44:".."7'14"6"...147:°7=7"11 ( f� I I I y 1 , t` • \ Ail. 6"PVL FIRE VOTICTION CINES LOCATED ours& OF PUBLIC IMPROVEMENTS SHALL BE { ���-" - I ' IIi t tONNffC TpEXrSTING "JOHNS-MANVIiLf RMW/-11TE" C1A5S ?00 PVC WA1fR P1Pf, OR EQUAL ACL 1"L�MfSTK L1Nf5.� ,•`` �-=--- � _ , l • , I X V RIfY LOCATION AND SHALL BE SCHIDUIE 40 PVC BEHIND THE METER ONLY ' 1�� I • I I , I I i' \D PTN 1 • 1' \ /I_181001 • _.%:' rj 1 :. 1'I I ; • • , (TONNE-CI CI TO EXISTING-f'` s, 6 L F 8" .S.O0/ SANITARY 5EWEF "L A .' . E r...M r''• . ';00 V RIFY L OCA ION AND A T!M BA W • �I - • O Pts310r [[ SANITARY SEWER PIPE SHALL BE PVC ASTM 0 3034, SDR 35 - - - _ - - - - j `..1 ' RIM=t8< \ l.f.= 18711 ALL SANITARY MANHOLES BE 10 BE WATERTIGHT FRAMES AND COVERS AND LEFT MINIMUM 8' ABOVE FINISH GRADE _ _ _ 1115CU111.1115 I - ELECTRICAL, TELEPHONE, GAS. AND TV SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY COORDINATE LOCATION WITH OWNER AND ENGINEER 1 RIM ELEVATION 3. PVC HUB (ASTM 3034 SDR 35) -- 271 —`" --' -- (SEE PLAN) DRIVE INTO CENTER OF RUBBER r SLEEVE AFTER SLEEVE IS PLACED I I 4• 4• I • H/NL:,D TOP WITH WATER SEAL IN HOLE. I 19" �� 4• 1'• _ TO FACILITATE CLEAN-OUT _-� GRATE Z i` I'" r--"THE Ir`ICH CO.• 9' HIGH -, _a ` 2. STAINLESS STEEL BAND (9/18" SERIES 300) I I RAISED CASE LETTERS I" USE PIPE FLEXIBLE COUPLINGRES ADAPTER CONNECTOR OR L- SECURES UPPER HALF OF RUBBER SLEEVE TO THE RECESSED INTO RIB 1. "F£RNCO" FLEXIBLE WITH STAINLESS . J- PVC HUB. ••+ I1 �,,.^ •�, I STf£L CL AMPS DR APPROVED EQUAL A�Lr c NOTE CONTRACTOR SHAL( Of IfRMlN£ 1. COMPLETE RUBF)ER SLEEVE (A511A C-443)Mr » w w r r r r r r r \ 1 INCLUDES A M(TL.DED SEGMENT THAT HOLDS _ -_THE REQUIRED FITTINGS RfOUTAfD tT IN PLACE.B� d l ,Y I COR EACH CA/CH BASIN AT EACH LOCATION N 1• MAXI - u _,o ,w 45•BEND -- 1 DUTCHII - r1 -�- .+�!..� I "_ry nCATCN BASIN 3 :5- -_ ~ i T iI t?NCY ' r cl-IAI I I r r A r -_ �' �6- MIN ----- -.--.. 14- X 14" X 41" .1/ + ! .,, .�j%- B B/WSIROMb-...-.4. "LYNCH" CATCH `` I '" / ' PAS/N, OA CONCRETE PIPE �••-+"' �� -. J I .. 1.--- APPROVED EQUAL _ -- - _I 1_2: a" PLAN �I.--- A SECTION r, D If. OUT ,, - 3 ' to - EQUAL SPACES 3 " CATCH BASIN I AND 2 4• _. -_T _ 1 A�- >~ 3• tt - EQUAL SPACES - - I� (SEE PLAN! • J. `` 7 1/?" �y CATCH BAS N a ON! Y '► • •• I- -{ r- I I i ')I'- -i - Tf£, WYE, OR 45' BEND l__ 1 NOIG. ALL IN3CkTA-TEF, HOLES SHALL BE MACHINE DRILLED -L�\ IJSE ONLY ON CONCRETE OR DUC1.LE IRON PIPE \ 30° I _ 1-1-1.1--- .I�.- Ill = -I- CATCH BASIN DETAIL SANITARY CONNECTION TO EXISTING 2»" I 277" `�--_- - tET8.12 _"_ REVISIONS f PATTERN NC 1202 "�-' PATTERN N0 X101 NTS N/"� �' "' " 4 SECTION A-A RAISED NUMBERS RAISED NUMBERS I GROUT r AREA GRAIN SUMP SECTION B-B SEL"ON C-C FINISH GRADE /�- STANTJ 44$7 (AS 1 IRON 4 I —`— PAT TERN - 202 PATTERN - 124.1 FRAME AND ':OV�!R NEIGHI .. '06 Ib, WEIGHT - 125 Ibf. --- --- mm Im�, NnmH1 11 �u1ni n �- : ML,y 8" INV- 1B6 77 8" INV- 1Bk,jL SEE NOTE t?) SEE NOTE Q3 - �- —ff _ _ MAT RIAL. CAST �RON (ASTM A4.13 CLASS-30) 1--- THE lynch CO INC E ( 4706 S E 18TH AVE PORTLAND, OREGON 97202 -U ;OLERANCE:(t) 3% PHONE (503) 236-3825 '- ,i Fla iii ,11T� T `--` — - '- DRAFT MILES: I z GRATE PATTERNS SIZE AND SLOPE - 6" 1'-0" - 6" 6" 2'--33/8• 6` A (SEE PLAN/ PIPE. TAP COMP,ICTfD - -�� _ "' �i LI COATING: PAINTED HATH BITUMINOUS BASE PAIN" 1201 -- 1202 f _ —� yt---1.__/-1. FILL 'I - --/1 - --- -- 6" OR 8" PVC - - ._ I(JADING: 24000 psi �— - I DR ANN BY: BPT 1/14/97 (SEE PLAN) --- SEE NOTE ® +-- - - __-_,_.--.-- CAS T IRON GRATE \-.1-- N.OTE 8" --- •1 PIPE TO PIPE - 45 BEND • SECTION A A CONCRETE SHALL ATTAIN sS��ION 8-8 _ ---.4--,---- .4,:,_\ t� �� I 1_ 3000 P S l (MIN.) IN I8 DAYS DATE 06.-9-98 �� BREAK OUr WALL 1"MIN 4" MAX CLEAR Of `- GRANULAR BACKFILL - r_4-' . -^� - PIPE WAIL. GROUT SPACE WITH NON-SHRINK WYE BRANCH-----� ,t - = 5,` I-{ �) L' � ) GROUT • 6"OR ( x d" 8" -----.„„_____,/ 1 -1 ALL SIDES FILE ASK-6r, ORN 1RN l�:;I '- = 4 MANHOLE OR 10" (SEE usE `ff.FTNCO"FLfX/Blf COL/PIING w�TN - -_1.- BIO' SWALE DITCH INET DETAIL yoga 9eobsT CHK GA --- 1X I'M. ' OR STAINLESS STEEL CLAMPS OR APPROVED EQUALPLANT rN1 s CATCH BASIN I - 1) CUT HOLE INTO PIPE AND INSTALL "FOWLER" -- f PVC BODY SEWER BOOT TAP OR APPROVED EQUAL L _-RI � - NN 6" PVC OUTLET -18" SUMP A 1-______-____________ \�-- PROVIDE t SECURELY D OF CINC ONL Y.1 2% MIN TO STORM MAIN —_ - INSTALL PLU f • `---PROVIDE NECESSARY AREA DRAIN ADVANCED DRAINAGE S VS TENS� STORM DRAINAGE CONNECTION NOTE: CAST IRON FRAME AND COVER SHALL BE - 1 -"---`-- VALLEY IRON L STEEL CO NO.'S 102 (i"I OR 203 /8'l C3 .:L. r FITTINGS FOR CONNECTION 8"DRAIN BASIN - 2810 Ar Nrs -�-- --- ----------__._..._-- --- OR APPROVEDEQUAL. A T SERVICE LATERAL AREA DRAIN DETAIL STANDARD CLEANOUT NTS r Nrs BUILDING PERMIT SET 3 OF 4 SHEETS _____ —,---- ---__- _. _____________ _____________ ._.----_______.______ — ___ ,p�, IntttIAI p'," i Til tp 9R-0247 ) E }.' •,, ,f. ' N'•+'E t1 I CI,671111 i �.^HURT.R I s 111F44 , ` .r f: - h1i r If thic notice appears ticaI-er 'ban the JUN 0 1 2000 ♦ d�9cnmenl, thr document is of ntnrginnl gn:llit�- microfilmed I' I' I' 11 I .. ) I I I i'I I VIII V I I I I'! I'I I ( I'� Ilil,ll II,' I, I III ( �' r; I ,III, Ili I I..I , i to l I l l l i I'I I', I I V I I I I 'I I I', I I'il�'I'I I ! I I�, I I I I , III .III 1111111 I Illlilllll!It I II ill:Ill 11 l 1 Illl�llll'I► III !'I'lllil • INCA I MAOI IN CNIRA T _ � R}�_ nn�- 1 --- --- , 1 1 „ it if I II II--�- "c{ jj LLLfff !!1111 I n !uu T I. I I 1 . ,.III I I I!I II111!I ,;.III j I 1'1 I ,TWIT {, ,mill II'll'llll,llhll' .11111!II Illnllfl 111 L, IIIU11111111„VIII,•,,,I!IIJ,l „,„„IIfI!II1111I1!!'{!Illli.III!)III!I„„!!:':!11f11I!I1i11!!!Jfl il'^ '!I : Lil,.. IIt ^iuii! I u+i! i Ii!!I;+.. 1 III 1111.fl lliiiui tl i ,Illll,,.,; I III I,I , I .1. I„ 11!1,1, II p .a • ... - ?Nr4' .. .. .. ,ep..p�grpq.,,`.Aq�1•RM.•l .. ._ ... ... ... .... :..... .. '^^:�1TA0'.RR'T _ � r `n �^ :; ,. _ �'• ••+-nom . . ,. , ' • it • ^_ � rper Hour 1 tit �♦ SPECIFICATIONS FOR PLACEMENT OF TENSAR GEOGRIDSKEYSTONE- Inc .• , '`�' AND BACKFILL SOILS FOR TENSAR REINFORCED RETAINING WALLS. rr6rlCONTRA(rarlsRESP0i6011Ir g� S1 1 , 1D►IRF/rnit fILl(aarpNs LL l . Am.. .....................w - - -•ra.�....r�....s ChIAMCIT �. DACKfl L SLaPI'a CW w7ILTwb ALIT 5200 SW MACADAM AVENUE. SUITE 580 ',, ti96 r, Alf APPROVED IT HARPER NOW ft J*u ls,INC PORTLAND, OR 97201 C.,' 14 BACK Of( B PAlgrt TO WALL CW4T NKrglt(5th 221 101 •• iEl (503) 221 1131 FAX (503) 221 t 17 t �4R r V ` HYL ?ANT 10 BE MOOfRN �'Er [wain tY/B1/YY MUELLERCENTURLLfN, A-441, F C •44,4,61,11.44,4.47.•••••• :•:' 1.44,r'1••f•• '- 11'l A TER AF tt'ER vA)Irs *17 .JrJ r • •.�•'l:: 6`MJ, S 1/4-MVO, 3 POR r \ --�-� roe SOIL t t•+ref t1.t 3 r Jlt• r ri TWO21/?"NSTHOSE \' ••• • rill cohlamin brush, sod pear, roots or other organic,perishable or deleteriousr'q ' r''• ttr•J•r.•, COMIC no*AND 4 1/1-NST gThe owner is rersponsible to obtain all necessary building perm.ls and shall have r L?•�z4' • ; � PUMPER, 1 1/1 PENTAGON --� mals•�Jl. including, but not limited to snow, Ke or trozen soils, shall be consideree a ropy of the approved drawings on site at all litres during the construction prowess If WAN UNTS r�t .•,err fj'.,• r,. OPERATING Nl1J ,, OPEN LEFT, unsuitable material and shall Ot reputed The contractor is responsible fur coordinating all testing and to supply copies of all iC4v Lind d NO .J r/ qj• .■ .. COLOR YELLOW test results to Harper Hout R,ghtllis, inc, 5200 S W Macadam. Portland, Oregon 97201 ��tp..1103/10,414.111!". . .j ji me •:: Fill materials shall be on•she native material w,rh parameters equal (503)?I1-113f •t OHM 1611 Fell CAS 1 IRON VAL VE BOX __ -__ GRADE -. / ASSfM&Y to or better then those staled for reinforced wail fill f V. i•'. / //,, _�____\.- / £hangs fp Geoar'Id Layout g Placement or Will Heioht le 1 ___ %:/{r[•• / . I I'M I i I"�I-_ I I ASPHALT PAVING Material passing the no. 200 sieve shall not have a liquid taut wearer than 30 nor a . IiII ---TTt--1 -i Na changes to the Tensor Geo •-- + -� -- /.\/ Z I I '--` plasticity index greater than?0 unless written consent - 'brained hum the engineer ge grid layout, including, but not limited to length, geogrel -♦---- ---•--- \ \ LII of record prior to p/utment. type, or elevation, or wall height shall be made without the explicit written consent K♦N/VARtf tP'A•tMAMM�[INRKDffOII[NAIDIENhDtAt►S • \/� , IR II COVfR pDRAIN RO[� of Harper Hoof RigIItlGs• Inc The contractor may use conger geogrvd lengths than the desrgr. rMAX �/ fill TlliwfRrPASSiIE DEMI SN SEvf /\\/ Q`� r , W,'BUILDING'PAPER Soil density Letts shall be performed al 1 Ire/ ver tied/Brevatans or as specified by Me urtions require for rase or conslruc hon -- T[kSAR GdoGROS ITIRI /�/ '`r V 1 (15 LB FEE T)BEFORE BACKFlu L . c'., I - [SEE WALL PROFILE ''\/ LLI (1,5 LB FEL 1/BEFORE BACKFILL 1engineer or local jurisdiction Compaction testing services shall note location and �. _ • • ' elevation, and offset from face of wall for tach companion test location and include (Ls1K13A/ PLATE • ♦ FOR(rXA/A7A1S \\j _ v I-) I 6'FLG x NJ GV rrl in report M FRONT OF WAIL -- TENSAR REMFORCIO FILL ZONE .._. WORE MOM CRUSHED ROCK,PM.IA. �\\/� W IWI)IlAtrfIL/ r••.. I 11.7_-.: I 4 Backlit!shall be graded away from the wall face and rolled at the end of each work day WALL Stray s'NWT --- uwr WOW.125 PCF / / sa S.PN•N• •^�-� Ili 6`MlxMJ HOIORVG SPODI I I IR *dull'/loch Uni_IA to prevent ponding of water on the surface of the reinforced soil mass• • • \//\/ Uel WIGMI• TN IKf 0 ,.L.. 1 Facing units shall be Keystone Modular Block units No alternate materials may be J esson Parameters L ADS PERF PIPES WRA✓PID m ALTER MINI // 0 ' ��---- i( used w;thout the explicit written consent of Harper Haul Righellis f _III l ^ StA1R01NIX01r6'OFNWDRAAI116ROCK \\ oG T----- ' T^' "" • Design of the reinforced soil structure is based on the following toil parameters T r Cdwl[CT TO AMSOV[O SrAW lKO1 % / -1 I =I ,_ �I(I III -III-III-= -I I -�=1 first course modular blocks shall be Keystone Standard block units All block units f-I'r/I! _ DAYLbN.TT p/T WALL FA[F \/ A 4`r1'a'II8'CON P(ftBLOCKmayrcompactFriclanA a Cohesion Unit Weight l 111=111= I�III-J • R \ above base course be Keystone international units �- _-_._�__ 1 III -I I _ \\/� L20 •- 1S C Y.OF 1*/Y-3/4"DRAIN ROCK MAIN ivr MJr6'FLG TEE Ms/alrarion of Keys/oM/ICNIg units shall Ot ins/aNed per manufacturers 1 ( i \/ \/ ��/ \ /`���/��// // (SEE PLAN FGR MAIN SIZE) rerommendalrons. Keystone Rt/oRung Wall Sys/ems. Inc Minnupohs, Mrnn Reinforced Wall Fill 34 0 PSf 115 PCf ) /\� �/�/ �/ \ � �� �� Retained Backfill 30 0 PSf I10 PCf 1 I//. /i. //. ��- / /.�/.�/ ��. fdr for units and spare Within 11`behind blocks shall be fret draining gravel Foundation Soil 30 0 PSI 120 PCF , - e'FRIT MANY&revue STDAE DRAINAGE DI AM((F t FIRE N YDRA N T ASSEMBLY SEE lfVfleYG PAD 0E744 ifSS /MAN SX PASSU TIE NO 101 SEVf L- Cap blocks shall be attached with Keystone Kapseal adhesive as per Me iG[DtiiRO/fMl/Ni[AsukOfROMfROwrfACf/ C- -- r:uiQOlfAXiTM - __� d NIS manulaclurer•s recommendations (OR fQUAL1 Exltr.LStability of Wahl VANS WITH WAIL IECalF fsr Sf[O[aGRo TAILf Tenssgrit ar(lf Placerjf Minimum Factor of Safety against base sliding- 15 r 1 ., Minimum Factor of Safetyagainst overturning10 '° ` Geogrid reinforcing shall be tenser uniaxial gecgrrd UX1400 manufactured by the T YP/CAL Rf/NFORCED CROSS SEC T/ON -_ i Tenser Corporation, Morrow, Georgia No alternative geogrid materials may be used , r►ernal Loading - NOT TO SCALE Z x without the explicit written consent of Harper Hou/Righellis, Inc BEARING AREA OF THRUST BLOCKS IN SQUARE FEETJ- 1 1 I�1 11 sloped till ALL NHSMRIKRZNSMALL(WONT fo Pit;mM'C MsAlaamle Itlik U j lensar geogrid lengM shall bt as listed for exh rttpec hit wall sec lion Reinforced AND All MINI IgD APIS/r1 T os , �- '1 fill zone lenJINEgth is as measured from the front lace of the Keystone unit Hydrostatic loading •• None r T TING TES, via. 1 9a BEND PU.100F0 45. 22-1/2' 11-1/4' n Tensor o ids shall De et firm/ between the Keystone Dlock sections over the R SIZE PLUG PL(/oGO ON RUN SENO 1040 Bhp I�Y •F EACH AREA/S �_= Vt 9 r r Required Bearing Pressure= 1500 PSf T OR GIP CROSS - - >- _1 1 - 1/1 TOTAL = • II I two connecting fiberglass pins [ 1 11/6"./- A-1 A-2 BEARING AREA InsDl(liD_n 4 1.0 1.4 1.0 1.4 1.0 --- --- UNBALANCED CROSS PLUGGED CROSS Prior to placing fill, the geogrid materials shall be pulled tight to remove any slack in --�- s _--. A w the geogrids and remove any slack around the connecting pins The construction shall oe period(ally inspected by a registered Professional Engineer registered I MAX I 6 2.1 3.0 4.3 3.0 1.0 1.0 --- in the Stale of Oregon with experience in the design and inspection of retaining wall cons fru(tion -•-__ �?1--t IL fill materials shall be plated from the back lace of the block back towards the NI to -�_ I r^ �» 0 J.0 5.] 7.0 5.4 2.f 1.5 t.0 ti ensure Lowther tensioning of the geogrr0 materials - - -'- --r_ S 1/4'FIBERGI ASS PIN vJ (f)i i KEYSTONE " 10 5.9 e.4 11.1 e.4 4.0 2^4 1.2 IFI A-1 =1111 H 4 STANDARD UNIT INci, II I Installation of Tensor o id shall be installed er manufactures rerommendahons. -PINCO ib EC___.N 12 0.5 12.0 17.0 12.0 0.0 3.4 1 7 -! P �' r Win _ Tenser Corporation, Morrow, Georgia TENSA R GEOGRID PLACEMENT TABLE SOIL PARAMETER$ .�, lI 0 '' - r ; A S PER T ABL f p1r�j UNV I WEIGHT = 1?0 PCf 1.I �� 5IANOARO I=11= Tenser geognd shall be glared at the location and Ne.ehuns shown in the attached PHI ANGLE • 30' 00 A-2 :,1 ''' P;AN NO 1058 geogrwiplacement table I o II• O 1 COrKREif THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH EGGED T �RIZONTAL BEND --- l t I'CAPI 'T Y KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES I hIEKINT GEOGRI) NO. GEOGR10 GEOGRID ELEVATION j 1"81.0(K i.iX I I r�� r 3 BEAR/NG AREAS AND SPECIAL ELOCk'INGDE1AIL 5SHOWN ONPLANS IiI-ANY) LDniIrLK!rgr1F�fhodi (FT.)MAX. TYPE LAYERS LENGTH(PT) ABOVE LEVELING'PAD EFT1 _ -1-' SE T8A(K(T VP) © / � J LAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING Of/All S SHOWN ON i' �, L_ All construction shall conform to the uniform building a ode, and JpplKJcrt City of Tigard 1 1 T 4 11"(MW/ORA/N ROCK - - r /0 .011601W / ' >__ VJ THIS STANDARD DE 'AK .Viiii T1l1j WI Y1111 • Jnd pernulhng juristic sNndards c �, II / ,�� L f SS 1HAN SX PASSING FIfNSH GRADE A T 4 MINIMUM REQUIRED 9EAR/NG AREAS AT FIT TWGS SHALL BE AS INDICATED ill d' I 4 UX/400 ? 4 0'-Q" 1' 0" ST ANDARD UNIT THE TABLE ABOVE ADJUSTED A S NfCESSAW Y, 10 CONFORM TO THE TEST ."�°s `"I�"''` �= ~- -- NO 100 S/f VE ; /-FINISH Of WAIL �cIh10111114 /... SOIL q_ Prior to construction of the Keys tone/Tenser reinforced sod retaining wall, the .•11-: i ( 1., PRES.SURE(S)AND ALLOWABLE SOIL BEARING S TRfSS1f5/AS STATED IN TMf - iw conlrulor shall clear and u0 the lilt tont area, remorrnq lop sails,brush, sod or other L // r SRI1/FKA MONS THE BEARING AREAS SHOWN ABOVE ARE EASED ON TEST 1 S UX/400 3 4 0'-t' ?'-0` 4 -0` I i1'M,ly ii ` ` / .� PRESSURE OF 50 P S t AND AN Al LOWABL I SOIL BEARING STRESS OF U U= rl organic or acceptabledelematerials Any soft area shall be over-excavated and replaced 1 •1 4 III • I 11 net�tl=; 1=II=II 1 il,�: with material prior to placing additional Till soils � - 111 ®� ' room- t' 1000 POUNDS PER SQUARE FOOT TO COMPUTE BEARING AREAS _ ,{.•_lj . i FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE 7 UX1400 4 6 0'-t" 2'-0" 4'-0` 6•-0" 4"PERE PiPE, DAYLIGHT AT - I IL Ebel OWING EQUATION PLUG OR CAP Fill shall be placed in horizontal lifts not exceeding 10 inches fontompac/ed thickness) f - - LOW POINT THROUGH WALL FACE for heavy compaction equipment for zones where ompu►an is accomplished with 1 _ I jam` UNIT FACE ^ hand operated equipment, fill shall be placed in horizontal lifts not exceeding 6 inches _ 6' " BEARING AREA EQUALS T. LEVELING PAD, 6" TNK (MIN) �_ - : luhcompac/ed Ihickntss) r • /TEST PRE551JRf/150/x(1000/501( BEARI G STRESShWTAB(f VAL UfI . CIC 'III- .;ev" I - .RUSHED SURFACING BASE COURSE 3' '�1 1 lig I.1 fill shall be computed to a minimum 95 Ar of the maximum density determined in PLACE ON COMPACTED SUBGRADf r� r �I t v l._�� pARQ_�NI T iFiMr accordance with AS D 698(Standard Proctor DensitylLU in,.,! Fr- 41114 an ; yf 4�/I SECTION A-A _ 11- ...':. 17-/RUST T 8L1. OCK DETAILS °eta =1*. -' I'VE 1 KEYSTONE GRA VlT Y RE TA/M/NG WALL DETAIL N I s ME PLUGGED CROSS NTS III CITY DFPon11AND roLOCAL PI, o p`\ �"-- • T� UV Kt rSTDNt M/eRNA.i.VAI COMPACT MATER DISTRICT STANDARDS COIR STANDARDS oars FOR WALL FACNG THauST Roo( MINCE APPROVED OACRPLOM MVO IL(:2 r/4) . . / ) SIT Aelf P 1.1 ANU I / Amirs tr I'PI Y / ' _� r/�� ARIA AROUND UN7S 3 i` 6 I i- FI ANS(OUPLMt6 ADAPTOP 0i !/ ro et MUD WIIN(RUSHED II ���{ � . -. : /-- S•ALE - , / 6MT EAC[E- - ., (.....0- 41 \ /� _ 1 FO++IAf r a SOt =-- i ���-- _, •, - ,• •, �� ._ ' / ,•ar ?, 6Q. 1If 1+[Rs L OVERT Dtvro LFI ;, , , . 11.07111.11 I. c_____.,,it L.,„...... _,-/ r. ,A ki4-rj • fid?. • •• ..1„.yll;1411,49.1.1/..ii i �• .4 ° T I I RfIADVE IiE EKifATXD TAIL Y - PE'(fS AT TIE 6IiPt V(S To �! •• MIN i I R[1WVN TAE Bi.((A SnAPT 10 / I 1.gC'��\° w ��i.,'��� MIN. 3" A C. IN 2 LIFTS - I I ITS JO SIRS MIENBIAIDAIG INIUINIflIIIIINNIIIIU 11111. til �1\' ,,Pati' `' +� J 1 CONTRACTOR TO SEAT ALLII /�liT(ONVfY[(AiVTS \ IIIUht'11�ItillgqlllllNN IUNIII^i"d{1' .p1\ ����N'd ;V�`� " / I I onthIHMIINIItllltl�Iltllllll,,.Id11'' INN,, „trN�� �-FRONT FAC[Uf MAIL OPENING IN YAM T WITH NON II �' 111 1 „ N Js fila Wil"111 IIIINIANIII INIIIhil nIN11N••�N�����", Q STREET ARE AS OUT OF STREET AREAS SMNKGROUT PRIOR 10 I 161 I NOTE1OIATE InIUN1q110i itIIIlIIN1NN1iIi 1• so,, �. a�,, ' $AW CUT -�__^ I SACKF4(ING I FRE IIPARTMTNT 511551IIII UNII�IINII AIINllllll ,1111NtU' �IMI1p �qvt�p�Nt + r i1NE(TION N UIII(IIRRI�U�OUNllhl IIIIIIIIINPh 11Ill/Il11 utlA A0a ;� --�{ OSHA APPR V I R I ----- LE • .11 l ANDS(APT ART A USE K[YS IA1E S TANDARD!MES 1`N11111ANITIII,IIUND 11INIUIItiB dill Il„ ',••' EXISTING SECTION. --- FItRfNSIWALL(0(At5! • RESURFACING ILII=11- -- - - r _ CI 2" of 3/4` - o" - „`�_,,,, ., • //// nnl _ -- - STANDARD BLOCK DETAILS o•••o••o ° �/// ;FiR.1,1-',,_, =1n 'II - •4°oo ° ° O 0o O O ° / / - 'I1 I,GF TO SCALE GEOGR/D_PL A CEMEN T ON CUR VES �. ` ° //// ICr TO SCALE U.) 0 0 0 • 0 0 0 n 0 o° 0 0 ,�/// PLAN 00 0 ° ° ° °° // //' - ° CLASS B• ° �/ i// II�I -OWN r0 Cute TM , &mom I I►E STORM DRAIN I BACKFILL ° CLASS A/ -=-11 ILEI _ _ �7- - - - - _ _. f I 2" - o" ______-.. ° - ° ° BACKFILL - �- I- J I Ii 0 0 0 0 / / Ir 11 I n� l ° // 4 I - 1� fll� AiTA(M TINSAR I 0 ° " ° 0 / // CL i- - - -I-1 - - - -lh AIFACHINSARS, fl (• 0 0° 0 0 ° //// _ O I ^ III PLAC/1GAA(Afc ANO MIL TAUT WORT I I I III Ir 0 • 3/4" - 0" °° 0 0 //./ I=11 .J l GRANULAR BACKFILL -.� ° ° ° 0 0 // IILIII')i'I: m - 1'Iwl - - - - - ��' -�_•_ - 11=II=11= II \ ° o ° °° ° // 11=11-- ` ( WNW OW I 1 ,.0 , f ��-- RT'STONE'BLOM REVISIONS I ° ° / / 7 II I r I van 1 -1- ° ° ° .° /// -11= I I 1 I - -•--- • • • I-. .� --+---- t RETAIIMEIS I✓Ail S 7/!/M • ' II-I• 1 a IA - I I tIINE OfCK VALVE W ---" • - •• • I I (__. . yl �! cO PAL TED reusfte s row DR • d. T 0 • . ' • • _ }� rENSAR 6f0GPr15 - -'-•-'r CONONrr[[VEL Ne PAD CONSTRUCT --_- bs. • ° �~ D • .If-q- 1 II �iI) I)r��l O- �►- _ ti a " 1 -A RODENT IACMRCOMPACT I __-. TADawrserrlssIIVfsacs , �� :---• }' • whit CONTRACTOR TO INSTALL I _I •- I I __ -.- - - __ - - - �� 1 IN FRS)Of WALL -- - • COMPETE BALL AST)CU YO - 1 ,z,„_ SCREEN BEFORE NA DM WALL• • I BEYOND S'MI MI • • --f ---•-• T �_' I•._ _�_.__ iI1 MM1RE F10601Ki OR ' - 'STANDON' ilr ' 1 - ----�- -- `-- I l TIGH GROUND MATER EXIST I I PPE STAND i-" 1 ._____ -_ ___ I ___ ___ PIP A _ I I (TVA 1 __ �.--Il ------� r u - • I- 3'4- l' BACKFILL IN STREET AREAS E BASE DRAM TO DAYLIGHT OR -�'I '���" ��I ��',' -` if vfLeid PAD-SEE DETAIL `�� .--_ �- NSTAII SCRIP PutT FOP ty -ii II _JI_ _�/ - - LEVEL/NG PAD DE TAIL 1 IF $ W IS AGAINST CURB, FILL I�,- - 1'-�- v / _ _ _ NOT TO SCALP / (PIMPASP an(CT ATMS I 1/ 111 - 1- ROCK TO BACK OF S/W. ELEVATION Tal -f-- -'1 ' J� �� 1 '�,1 IIS I ILII II-L I_j�_•_ DAZE 06-9 9iB UWN JRN . 2. IF S/W IS NOT AGAINST CUR©, - =,1.1 gi-�r'-1 s l -� 1 - SCI II--11-11-1II 1III-In 6- FIRE LINE DOUBLE CHECK DETECTOR -�1- - _. ., u FILE ANK45 CG CHK• GA FILL ROCK 2' BACK FROM CURB. �--� - ,, ji�jll-- - -jjj�tf1-i IT • ______-__._--______ • 3iDEGTAILNSD - LF. PAPCKBFE1DLD 1 J OAOLOR ILC JOHR SIZ4E W6IT7H6-FW.DA.0 577-WA OR •EUAL GEOGRID ATTACHMENT DETAIL 980651 _ _ __ _ __ _ 6 687-WA 676-WA J-SAI. NOT iD:(ALE • • REFERF,NCc_ -� APPROVED BY MANN BY-_ 8 5105--LA 687-WA JD-3AL • .s M"406 (MOO-) CAB 10 1 5100-LA 51Q6-I6 JD-3AL CI TY OF T I G A R D `_�. ,_ _--._ - • DISTRICT DOWN APPROVED MUM '' SCALE DATE r'.4. FILE _ -- OREGON-----_- N.T.S -8-93 _� I:DETAILS\PIPEeE°DwC_- DOUBLE CHECK DETECTOR VALVE AND VAULT C 4 i_ .______________ N T s BUILDING pERAmr SET_� I _.._F 4 _-_w _ _� _._-_�.____ -�.r__. _M___ _ �_w R OF SHEETS 'II!I0R-11247 , :AN()BURG.6700 r n►' !:1 , .0.4ki.."0 •, • ..... • t lF, JUN ( i/ t A`, i) IA1.1 ('i'441 1� "r �G ,; If Ibis notice nppe't•s clearer than the -.--:•!'L'; Jr .•. L 1 document, the document is of marginal quality. . f t,r i111C1'Ofil nee 1T� L, I;� t �I'Ii iII till i' t. L I i, ;'I' Iit^ ! ii . .. II i1il �IIII,iIIIIIII iIIItII1IIf�1IIlIITji1 ;,,I1, ,1�1111,,,,I I I.E � I : t .,I, Ii,,Ii, i i III II IlIs7 I It iiillli�l I L ;yA INCH MADE IN CHINA ASI - ` (� 1 1.1 II -.�� II- }� _ i T-,7,-; T- r -1-,----1--�f 1T * .L 1 iT -Tf i-_�. I t1 j if -` I u Inul III ulth In Liu I', : it ui In l Iltl ILII.II tTtnl il, -.1,,,...,,,,.,,,--,, .,1.li lin Il ,Ilyl I I; II �i. flim I,It}r4 i111�R11 I:III;Ir111,114111111i11111!111 f�111)I r. . �II111.1111i-Ii�I�J11111, IIIIIJI,,.111II.. .,IIII,,•l�IIiI,..J,I 1 .,L.... .i,II,...t ..,IH„JILI I ! ILL. ' II ,u II III III IH,ilial t r m III' 1,11l,r .11. St NN n. ` . • 2 '1'1 1 , w, . f I i r • 1 i ' '• �r--�N, RID I '1 -��/ \''' ---- ---\\/, ~ PSTArII.ANCHOR��C A8 SER.+MFGD / CsALV METAL COPING�_� / - METAL PANEL CAP r("-- FLASHING ,.. r(1 _ GRI �_ 1 3i"3' RE'dEAI_ _- ..' FASTCENERSD GAEKE• 18'rO.c H •,;I - I I FASTENER W/ 1• - v ` - - CANT STRIP GOVT CLEAT NEOPRENE WASHER • BI,OTMP 1 ' GYP SHEATHING NEM EDGE------- ---- --� ROOF MEMBRANE-- -" - '� - �l MEMBRANE SEALANT - — • .30.x' .aFP III: III:ii• A 'O P.,NEL — -- \ \ -_ BUILDING PAPER __.- ---- BASE FLa3HING 111 A. ii CAP FLASHING T.O.MTL. CAP GOVT F T. BLOCKING — WRAPPEG GROIJNU PANEL GAL V- METAL COPING -HEM EDGE - - __ ..r METAL PANEL EDGE TO BACK 21'-6' OFF PROTECTION BOARD � CONT-MTL" WALL FLASH NG I.-.. / ---,--- �.__ METAL PANEL GAP W GAP+~NE S • to T �, - RIGID INSULATION -- ; MEMBRANE BASE FI.ASH;NCa FASTENERS • 1S' OG - /- CCXvG PANEL ECCE BEY OND - r __ • FASTENER w/ FLASHING ay' PLYWOOD DECKING NEOPRENE WISHER - -- CANT STRIP k,,�Cr) ' 2 GONG COPING SET IN _ _ - I. LBUILT-UP ►""� r... f, 1 GROUT {ONE SIDE ONLY) STEM EGGE - Fi - SEALANT Al2C�J►vC ALL ECX�E9 ROOT MEMBRGIJE °i / MEMBRANE c.- . . / . . . , . rrTL FLAJF#ING CANT STRIP __ '�--- MIL. FLAY. .Ca BASE FLASHING Od v �" r - PROTECTION BOARD SLOPE I/?' PRESSURE BAR \ I ,� GCJPlC TILT UP PANEL _o .FF BUILT-UP ____ P.T. WOOD BLOCK -- ♦ ROOF MEMBRANE L I RIGID INSULATICN O fill g�0 w CANT STRIP \ 1 I I m 'rte • T .) MEMBRANE I --- 0 y pU1LT uP BASE FLASHING "- ----- -"-. a \ RC>OF MEMBRANE `-'7 , 2 Lu •• - CONT P.? BLOCKING -" • = ^ - MEMBRANE I - 1' -' l j CC I. P' DLOCKINC 4 v - . '' /� 11 � OPEN WEB GIRDER ,�-- METAL PANEL ' I BASE FLAS►JIiv1a PROTECTION BOARD-� \ CONT PT BLOCKING S / -11:1"-___, :. ._ m RIGID INSULATION �, `- BUILDING PAPER (/• I/ PROTECTION BOARD OVER F+' METAL STUDS x 16' OC � �/ E RIGID INSULATION OVER I �/ BATT INSULA ON ry 4 is Y ; �— e �' P•LYWOOG DECKING- , �' GAP SHEATHING a�' PLYWOOD DECKING BRACE AS REQUIRED A _/- L /4' A 1 T . . / . } - I+ Ml"L FLASHING .ft:. 1 ` ''� s 1 ' PLYWOOD DECKING-- -- N; � ! ��__—_ a ALUM gtoRE�RONr il • -x� / N-- ... - -----ACOUSTICAL CEILING - _1 { 3,,' MTL STUDS T Y P. PARAPET t �, I " r-- T1'P. PARAPET MTL. PANEL __ _ AI T1'P. PARAPET SLOT CONDITION lc, PARAPET � 2 REVEAL __ -- _ — A4 4 SCALE: 3' • l'-0' CI VIV SCALE: 3' • I'-0' #i A4 4 SCALE: 3' s I'-0' --- -- A4 a SCALE: 3' . I'-0' `_% ...,----N, N-.....-... -.- /I . )\‘---------" NIL\ , v.'; -- 1 I n ALUM. eTOREFIYONT • t, y �� /A L_-1 ! ALUM. 4 x 4 • : =1 0 ��' \--) _ � SEALANT 4 IMOD MTL 'LASHING 11. r _ l>.. -- - SEALANT ....1( .14'-®' AFF /1 __ _ _____ :NI:. FLOOR EL � ' J GONG PANEL W/ ------.-._..-__------ ALUM. ST{:REFRONT 5E)" iN��_���� / ELASTOI"IERIG COATINGR SILICONEBEGul/ }`�/' ROD SEALANTEa SIDEI -`- — GOrIG ON �� ir � ^. �- - CONC COPING W/ -- Itl• MTL. DECK --)-N Zz/ _,,,-- NN 13 MTL FI..AQHINCa I', A4!� --__ ELASTOMER!C COATING PAINT 'o MArGH •. gill! .•.- �--� SEALANT Sn. ANGLE ^I Cn / MTL" CAP FLASHING NQTE Sn. BEAM W WRAPPED FROM FRONT STAINLESS STL 5CRcu15 {WRAP OVER 'PRESSURE BAR { ' USE SEALANT AROUND -WI NEOPRENE GASIGE? ,a .J-- .S - - HEM EDGE III ALL EDGES • FACE __- 0 I I 1 ' ARCM EDC URAL STL BEAM ,'' o II• I Q (SEE STRUCTURAL)CTUR - PRESSURE BAR W/ !)4' ExP / ANCHORS 411' OC l2' EMBED) ---•-1-i-�-- III GROUT SOLID ONE SIDE ONLY - 16 GA- ALUMINUM CONT MTL. WALL FLASHING \ : { I"1�, W/ NEOPRENE GASKET E,T:ILGT.srI:N:5LS:TION \ I ( 1 '�`� — SET STL. PIN IN SOLID tea_' -_�___ T / �� < \ lJ 1 GROUT ON ONE SIDE ONLYBATT INSULATION -- MEMBRANE BASE FLASHING \ 1 \1 �-"-� TT �yUTION GONG coPING ��_�_- NQrE +�- '�"�"`� � �, � I - -- THINGo (SLOPETOBACKir:'/FT.) I -N— A ,' , o SEALANT AROUND F_DGE5 USE SEALANT CONT. _��� —.._.-- _. -_- • TOP OF PANEL JOINT - BUILDING F :ICER 1 METAL PANEL - CANT STRIP ALUM STOREFRONT lU/ • CONT. SEALANT BED .r-- l — _____-____- _------._------_-J--- j RDD 4 SEALANT EA SIDE AI PRESSURE BAR W/ ' 4 x ANCHORS •12' O"G l2' EMBED) �, CONCRETE COPING a SLOT - STOf�EFF:ON T TYP. STL. BEAM WRAP © _ — STL B 4,• SCALE 3 I -0 SCALE: 3 ■ I 0 �h ® ELEVATION OF ROOFING 6 BACK OF SLOT — - -- —"------ -- ----- ® SCALE: 3 I'-®' A V! A4.4 SCALE: I'2' I' 1Z. _A , . :'1; ...\,.. 1 -- -----7 ...\------ -. --- ill_...-n — - 11.1 - TL. L /' — T � BATT INSULATION I . . T , -111- - - /7' GYP 5I- ALUM. STOREFRONT EAST 3/4' REVEAL FOR �`( - I — BUILDING PAPER Zo T___r_ ,( ---1 I ---4. -- L_- 7 - -__. ALUM 4 4 9E ALANTSL ATE g�7 - �� •• /4• � �----- METAL PANEL �If�� MTL, r-LASHING _ - -- - VJ I' I MORTAR BED ------ �' ry V - - �- ' SEALANT , ___ SLATE TILE BASE 1 --.._�- wil --- METAL PANEL REv15lON5 MORTAR BED - - I SLATE TILE SET IN SEALANT -- - , ADDENDUM NCO. I ----- BUILDING PAPER QL1: _ --- . . i-. - WATERPROOF MEMBRAN --- - ---" SLATE TILE SET IN SLATE TILE SET IN I��_ MORTAR PED OVER MORTAR BED OVER ,9 Y - _ M I ^,' GYP SHEATHING , PROTECTION BOARD AT PROOF MEMBRANE WATER'P'ROOF MEMBRANE '--_ - W EA - BATT INSUL ON) \ --_-----____ ' (S):,,-"(c _i_ - - MTL STUDS Ul/ - NEAvY GAUGE MTL DEC — OvER }�ROTEGTION BGARL� CVER FROTEGti(71V L.______ -__ 3/4' REVEAL - _ } BOARD ON M7L DECK - 1 — \ ��� MTL. FLASHING .� J 41 - STL ANGLE EDGE {s.� ___-___ - -._._ ALUM STOREFRONT .S NEAV1 GAUGE MTL DECK c.> I T-- -CONTINUOUS tUELD _ _«__ _ _ - ACOUSTICAL CEILING / DATE 01-09-98 MTL. PANEL SOFFIT — _ __/ H- --- ___-- STLCHANNELFACE( - . AV L . :.. \. I ------\ A4 4 SCALE: 3' ■ I'-0' JOB" 98ah'Sr -- ~ _ 5 , DECK GONG. PANEL- 9 DECK a� EDGE A4.4 SCALE: HALF OF FULL SCALE PECK � STOI�:EFRONT(1.- 4 4 SCALE: HALF OF FULL SCALE A4 4 SCALE: HALF OF FULL SCALE 1 . ---/\„. „/N.,,_ ./N------/N--- ---''' ..../.\,.-_---/N-------/\---------/\-----_---."------ ---/ A 4A 1_,_. � ... �' SHEETS SANDHI IR(i.(ii700 Ijr 19 OF 4•1 .r., • If Ibis 'mice :tppe;n"s clean el IIi:{n Iii, JUN O 2 21)00 docunttitI the documrnl Is of margitu{I +1n:ilil,, lllll•1"OIlllll�'(i IIIIIIIIIII'IIIIII;IIIIII ; IIIIIIililili - iliiillll' I,III ;1,11 11 1111, I I I II 111111:4111': .�Ii11 I �;t li! Ij ;} I lil!�! !;il': I ^I 111111 i ! l } ! I� I 1 I 11 1i _1 I i I. f_ l i I INCH MAD!{N Gy1NA 4,, i l �� : I2--,--T-7 T-�- 1i . I.. I- I 1 i1 ; It u ii T'r `ii -ii_, tT E> £i i— ZT - 8- I I n I ;II uu1111 ' (1 11 In IT , Ii 1(1(11 ll,,I II III(I u,I ,,ln„ , „ r,ln{ !';I{l1. 11'�Il,•{ ,I I. ,.I ,,,IIIII.I,II IIIIIII IIIIIIIIIIiinnIiili�;11III' ' ,t ilii!:'' IIIII'111IIIA','jli111111III'III,IIIIIIIII II 'I{IIIIIiI �; <. 11111111111III,IJII,,. I, ,,I,•:»,,„ Illl..,1,l,li,:. ,il II1.,. lill,.•.1.1.. , ,.•L. :..,...1 . "" •I Illii 11.•".I II .1111 1. . ,i II I 1 :ili ti . r . . ..1... , }...,.� .#,1.. .i u r •_- ';... ...:.. .. xm...•..r ... ... i. ..... rW.• : , r"..,:• w..,eiJi1. �: � ,. -, .if , i t. r 1t / ���- VER' CAL SUPPORTS -- �7 / ''....\\.,,,.......\//--",„/...- V �--- - - v \' —�__ STEEL RA rIL fOP 1 /-� I' O . STEEL PIPE GUARDRAIL. WOOD DISPLAY CASE � VERTICAL SUPPORTS ---- WELD TO PLATE 5TL !E BETWEEN --- '�•'��`�J b' MTL STUDS W/ , PAINTED STL GUARDRAIL -- --- 0 5 t / - % GYP. Bo ED•3E OF GONG WALL - -- PAINTED STL. GUARDRAIL e AMA4 5TL IQ BETWEEN G1.•=55 SHELVES �\ )N / alik -- STL. RAIL • TOP WOOD DIVIDER ---- Vii, Mr VERTICAL SUPPORTS M • zl 3'�' MTL STUDS UJ/ • . f_ - COVE LIGHTING _ _ GYP BD EA SIDE - - VERTICAL SUPPORTS - ' A , 4' x ti' x '�J' le BEYONDy'\1 it, 4 _. J r� P..... F. f a. -- =MO- - L . . I '0111....--- •.60:5, '''"- . .40....-....4 - ..-.... — ....." ---- ' Cg 'J; I '� i11R/a __ ..ter ..-------•- --• .---..,_ - - --u T —._. f., - — �+ - __ it, _-..-_-.__y_._ - -- - -- --- `\ I I ,+ 1' X 1/2' FLAT ISAR WELDED 4 �- - -- I \ 1 1 v TO FRAME E. GRIND ALL U.ELDB - -- � — Z ~ N _ r- I •V , LW 1: i_r_ — - 3 .9 3 9 O L ` I , , II O . . 11 go O 2 ad A4.5 I 4'.9#• 4'-9d' -- I - 4•�#, — - I 4 - -4 e PLAN OF DISPLAY CASE UNDER LANDING O-, ' - __— 6-Q'__�_-_-----_� W 4 0 _I SCAT E: 3/4' . I'-®' 0 ATL• Dial STL. W..AM - 8 ® ----- METAL PANEL METAL PANEL--` O REVEAL IN METAL PANEL ,-,,,, n REVEAL IN I y E ME1AL PANEL V � /\ 04--- __ i2' • RODS, WELD TO 2' FLAT ����� ^. u BARFRAMEALL uELD$ © GUARDRAIL ELEV. 10 DECK 0 GUARDRAIL_ ELEvATION e DECK b u r,, t) � A4.5 SCALE: 'y' I'-49' � � r SCALE: 'ti' I'-O' v, 41 ---^� 1 ---- ` ./.___ __..-----___,\ _ i lo- - -- :' x �' STL. le :s ��4' X8' X1h' IQSTL. lSE7OND r .:: --( . } 'f ..- ,v 4' X a' X Ih' R STL U _+ 1 r x ty' STL. DAR FRAME 7 _ _. ,o' STUD WALL I V + u' It 1' X 1j2' STL. DAR FRAME -. fJ / ------ STAIR LANDINU a w q y . L /I 140---- #/ - ---- STL R GUARDRAIL `` 0 • COVE L 1GNTING ,!�.. t 1' x 1h' STL. a Si.. .---� I 1' XII' STL DGRS __ -•-_ - __1 l'---- The_-__. WOOC DISPLAY CASE 1 r--� 31h• '�i' STL • I - c i= _ SLOPE T ,4T, �t-- . ‘i° r WOOD DIVIDER rte_- - ) '4 _E'' 1 F F �an _ i .__._�� WOOD SHELF - �---- - � t� • J _J Q - - ____r_ I--— - --�--- GLASS SNELVE9 fTl.. MOLE ~ I t- - GYP BD WALL I'SE`'ONO • ------- ----- -----._, in ____i�T�TT1-STT-- - SLATE TILE RASE • DISPLAY UNIT --_J 1 �1 1 :ft_ Z :5CC I ! ;_-_-. _. 1 3' STL IE GUARDRAIL ASSEMBLY I -.;i c ATI N DECK ' a ® SCALE. 1/r' . 1'-0' ) 1 -.] . I W ,� -------- STL DE AM n II lc , '`. ` / 1 ----T__ � . ._- __ -- I - 4' x 8' X '%' Ie STL + - I 4' X ✓♦' X 1^l' IQ STL 0 ! --_ ai !ur i 14"---............___ _ METAL PANEL 1 Y RAILING SECTION - -.-.. - 4 6 CORNER RAILING SECTION F -r----�-- � SCALE: IIS?' !�.0• ----�-- lip SCALE: I'�}' . I'-m' ' "M-�� ��� METAL PANEL • r ` \ I^ .--- -- BUILDING PAPER /--\ ��u' V1 .__ 1h' GYP SHEATHING-�, � 1%'-'''' ...,,.:L __ Mt �*LIDS W/ �--- Q-- L f 1 LL :::TRE,NvEsuLAALroN I �, T�� 1--C- .. uiJ , a ii , Iri-o• ___, 4 — --- \,---- ---, __ __,s ,, __, / ACOUSTICAL TILE --- r• \ ^` CEILING --------- l• :r.::::____ 5 GUARDRAIL DECK 4 A4.5 SCALE 3 • I'-0' ___ -- _ :I,�GYP L. BD T U EA S/IDE - moi - STAIR LANCING rr-7 -- 7 COVE LIGHTING - _- "`r'�� i 5T1. R GUARDRAIL • (>' rig - 31h' MTL. S?UDA UV �-. `� %' GYP. O. A. SIDE ('')-- WOOD DISPLAI CASE I `P �.. _ — ARAEDVD4.1540E4:2:45sUr165_ - - WOOD SHELF -- I �`\_�r -` COVE LIGHTING /,� NOIaJ •+-�..: mus: w WOOD DISPLAY CASE � \ - -- 'nd wGL ASS iHELVES -.. • �� - -- Q T•0 w1 }_ �-�� LLIOOD SHELF '--cv 0 IC ~'� GLASS SHELVESW I�' /pi. MTL. STUDS W/ r.� ?t.T' MTL. STUDSW/ _ ---- GYP. PSD.- Q •► .�• _ + GYP E!D ~, ( 3 WOOD BASE G .- 41 II� UAT� .98 __-------(n: -- WOOD BA$E. l' FILE �t�Ls '( / alli DISPLAY CASE E!Ev. LOBY ® DISPLAY CASE UNDER LANDING - - A4.5 SCALE: 3/4' . I'-0' A4.5 SCALE, 3/4' . I'-0' \ HIIP 9R-0247 • SANUNIIRc;.6700 _ 1 -__- ?fll11 L1 A.i. , ",,' , . .: .''''.'''['‘t If this notice appear. clearer than Ih,• JUN 0 2 2000 document, the Ilocumenl i, of m:ut!inal 11 ,;Iiih• Illli I��III!lll'tl II Illlllllllllllllillll ! it i II it I II II II.'I 1 I II �, I. ill I. .'I I I. I I 1 III I h`'. 1 IN IIII i I III ! IJ3� { I I I i l l' I II i I I I II: �I {II_11� IIII illllllll�ll ;� IIllilll�llt till IIII�IIIIII II,,IIiI!Iil -- INCH 1MA0[IN CNNIl1 _ -- -_ ..... _-. 1 _ _ -- - �. •-- I - " . A' 1 ..� -i--T �- 1 -i� 17 1{ 1� Ti i �I 1 I ) 1 iT, I ) I ,I ILM' I , ,,, .I I I I I ILII " 1 •••IIII •II I) II�I!.i I III !1 III Ilmlll,l { ! I Iii Illi 11111Ii111� IIIIiIIIIII1 O 11i1iI11!IIII1111111111h11!IIIII I- t1111,111111111111i�1111;.171'11111 I1�, ..I!I'l" I II 11!IIII':!III II!!I 11111'. 11,IIn,ll11,In!{1lll! I;.UI!Illi•,u l n,l II �n,l, nll, ,! 11. ilii n1 1 Ili!! !!j!I!i!i til ', I � III11I ) , , 1 I . I „ • I'..' t;. •1 ,�. -.ter .,.__-._-s--_ ..• _.,�� �._�� .__ �.._ _.._�' 'r+-- . I 1 t~ p I2�i�I/Y]�I}17 �p (:IPIxTU1RE tio►IfiNG GAMES I Z UNDERSIDE OF LATERAL 1�'I✓ V AT OPPOSITE CORNERS r L STRUCTURE ABOVE bRACE ABOVE 0 iE�E ..c D TO STRUCTURE GYP CONTINUES UP AT TWO �- - • FLOOR OPENING :E I L INC ��� , nYi LL P --. LTERAL BRACING T7 - COVE LIGHT FIXTURE 41J1TH „,•11111001. (Z)S/as LAYERS OF GYP PlC. l4.�.- 511RUGTURE IU�aERE REc�'G. 'I'- l•,1y3• CEIL. TRIM INSTALL LIGHT • •►� SUPPORT' GYP CE+LING AS ' / I �i PRIOR TO FMIt31IED CEILING. REQUIRED �� 4:________E pEP E ,- 3'•7° bTUDFRAmiNG w - 49 t.�4N�. I , �� Alq • ,�` I ,,/ �r IoP p �� --- `ter• I aJib' TY FE 'i[' GYP BC✓ U I I ' (/' EOIrE /� /�/ :SIL Y4NGER WIRE -1 Corwr ....,Pn6T ti • ,m TES ;/ • �' - W w �� I� �E / / ' Q,1, GEILWG r,R+a �• ►(1ltnvr 171lTY n,rrsR - �,' t f # w X -._-(-t 1 L I NG-SEE ROOM NQ GE �:/ Q� U �c o o' c(Auer er ruo.+a ,� !. , CEILING TEE WITH -- , ► N dl ....-.1••••••••-•« FINISH SCHEDULE Q� !% o :< ..�.....�. u+tQE SuPPor�T PER '/ // \ : `""_' .'k. SEISMIC BRACING REQ. ' L� ' /*••••••„. ~ tR ` / - - . . (SEE DETAIL 4;43.1! r �A \ / _r •. > -_.� � _.. � T I � ----- �� -- I (3/✓t' TYPE °ic' GYP. BD or � U r 4 !. r� 1 i •�` AT SIM GQPIDITION) N 3-1/2' MTL STUDS o 24 OC. __ I TAMPA LOW CLlty ,\\ ,.� 41 w ACOUSTICAL CEILING S!8' GYP. BD EA. SIDE PARTITIONS �ao�tAL TYPIC AL D4aAC*1dCpISGTla1 PLAIN�E1M J• E,,, TILE I /�, - �� ......._4.. BR MAY vERT REFER TO BR CTNG BRACING---- \ , 7 '�I� CEILING :�TTAC►�ENT INCLUDED u ~ •-r+ ? REFLECTED CEILING PLANS GR S3 CROSS CEILTNG CABLE,XT `pD �0 '� W! FIxTURE W Y r4" 2 Qw. EN Q FOR HTS I WA L WALL A,��s;.:TuRE .+ANGING U T CARLE MPA. 4 TM. '�\ W I P seam AT CIALI CORNERS CROSS 49tH �. ISM ISR Gd'+rtae6NoE�1 FOOT -J I 04 u BASE EA SIDE -SEE NOT CONTAINING T-BAR CL,P4 ROOM FINISH SCHEDULE rtA)[IMUM LOAD - 354 L.DS CLPiTQL T[--.5'$ - 191 •) _ • / Trpl(� >�, *RACING DONNE TC ION w ' J1 Q u ! A =� - - -- -- B RECESS MOUNTED LATERAL EERACINC2 FOR i CEILINGS DETAIL AT COVE: LION?__ �,, a. 9 CEILING DETAIL AT SOFFIT UJALL TYPE SPACINGS OF LATERAL Bf2ACINC3 , LIGHT FIXTURE SUPPORT SUSPENDED CEILINGS A5 t °SCALE: I4}• • 1.-Ce ADI-3SCA --- - __. ---- (e...) SCALE: 3/4'• I'-O' SCALE: NTS ASI-* ADI SCALEI NTS ASt•3 SCALE: NTS A51-4 <' .`-' 45.1 $GALE, I�' . I'-D' ASI-1 -_�� LCCOUSTICAL CLG PANEL ._>, i U ti ' 3 C; (f R j'. alI REFLECTED CEILING SYMBOLS . - 3',' STUD FR,�-TING i ( ___-__-. -.__..-. .__.-__»- _.__ 3 8 TYPE �c• G F BC } U r F .-,.-.4181,..4----• ; I `� ; , i -1 NIGHT LIGNT/EMERGENCY CIRCUIT J ! r , N r to___ -.. I F T -Y. -T r I `� I - I I �. ( ,k CEILING TEE WITH - } _ -. + NSU. FIXTURE WIRE SUPPORT PER r- 1 / _ ____��..1- _. I I 1114 _.T___- 1 _-.a_.__ I -.-_- a-----i ♦ �••� �••� �•�� I t:_ (� STRIP LiCiHT - $IJRFACc FLUCRESCE'v' (SEF DETAIL 4;/1911 RAC Q fi _ r -_•__•-• --t--- - -.___L. - } - 1 1- t f _"t-...._ _. , + ( T - GHAT y„� r.�e, •,( 4 4 , T i t _ --r-• f STRIP L G1J N HUNG ..�I 1 dD�`° CO 6 0":. - 1, L.-.. LGA .............-4.............-•-..---'_-lt.� . ---1--__ I .-_ : -_ I --r-1.------4--- _.. _.-_.. _ ❑ REGE55ED DOutt lL IGHT mil. 2 0 . -- ® !( I "-T _^ RECESSED WALL W ER S G L �E L NG __� l -•-- -t � T�E I ( 1 ABN I I I il: •• • • - ___ . . ..4...-...._ 1 , IC_J .-__-.__ _-1 ----•-----t--..---�` - 1...___4____ 1: 11 .____.`� _ _ . WALL MTC. FIXTURE T e. - "lePENDANT RFAC M D INC NDESCENT -___ END OR SU E T A ti -_~_ .-1..---t-- 1, 1 = ___ -__._. I c`�-- TRACK UGH LW H A I -, -... 4 sii 7 .._.....- iii. 2 El g e.. . , 115 i U >Na ® _ _.. ...___ . ,.. r -1. 10 IMIIIIIMIN ll 1 .._ Q._� _ _ D ,1 _ (tel A_.4� -- L______________, ., R• - - r -- t--- t 3 • o oL JImo!,\ . . V JnPl N 0�ICE �-1 3 CEILING DETAIL AT crOFFIT_ _-_ _ - Imo+ C. I c__ : As,l • `c.1 OFFICE OFFIG OFFICE I [?1 A35.1 -SC- ALE: I1�} r.m ADI-2 Illio l/ Lr-' 1 _�. __.. _ _ _ - OFFICE _- E • II I T- -- -'4 _ III 1� 19 l 121 I t • , -� lam_.._.-.-.__. -_ ✓•� O O �.� � fti 1.1 ITIN4 _II T-"� • �._ �'m- WOMEN'S RIIS'L'Efii% ' [21 Il IG1 1 1 ._. [-21RI p • I u __ M1e HH ;rt.::i III I.. - ,' q 1 .AS,1 OICD I G F 1t 1.-----1 t/ _ 509 1 S•-m' �' i -- O I2� • 0I / W 4 _ ....___-. _._ .� - a __v s-�.K. Sx�+ 41 a� -�r,�s -_ STEEL OLUMN __ - __..___ 4 - • -. -• - JANIT� 411 t . - • . - . • C I -}-- II 1 O O O O f �� i I I rLC)DBY �--- ----�• �'` r� / r� f , r � 1'ti' STUD FRAmiNG I V d I 1 -- F-- XXII. _ ry� � -_ r 9 jml J 0 IT .Im• 1! 1 r L � .v--4 __� - r CF_ Ll J 1 W II aLm. VEST. p I. OPEN OFFICE OPENOFFICE . 'r AS.1 Rn ft O o 9 » 124 ...1.__ ..._• -.._. r uR4PSTAIR t -t030 1' I j °�°L. S'-0 _ �� ��� :. 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LATERAL DRACE AT 12' OC. ---PER BUILDING STANDARD REFER TO PLAN FOR ADCITIONAL. ELECTRICAL, DATA 4 PLUMBING 1 1 1 - = RI VISICiNS NEEDS PROVIDE S(w,MIT'I 4LS TO AMAA FOR APPROVAL PRIOR T(> GON9TFdJCTIC7N 'IN Q MAIN Rx1rNERs 0 AN•INTER IEDIATE our,-6U*PEN61CN 6Y6TEM AT 4•O'OC.M71•P019tEC 3 LIG►JTi/MG AND ELECTRICAL 9i STE S TO BE BIDDER DESIGNED r --1-- mAp No la Rfb o At a-O•OC,;OR NO.IO WIRE)A•'•o•OC.). MANGER T&A Ott ..11/0 0 PER BUILDING STANDARD 13 MAIN CEILING HT IS 9' (u' UNLc55 OTHER1115E NOTED ll ' __ - - MAL,.k1�CIlT S x GE'L' LOAD.SO LS$.MMIM/'T.OR • � � C) CR066 RS _ L --- -- 4 Q rROvID!e'eABIL ARP D EDE*iEE"1 ALL MQvD�ENIb AT�pGIlOS6 4 CO►ITRACTOR TO COMF'l T WITH LATEST APPLICALILE GOPE9 - ' - ---_=-=-- r------ •._.._. __.-�--_ _. -._---_-- __ 4 AND ORDINANCES _ __ _ - - , . . ._ - l=.= _ -- _ �_�' ---- 4 r r # ' + I'_l0. - INAN6ER 9�6�! TO BE3'N wIT1.IN 6 INCA ESC PERIMETER -_ ._- ._-._-__ 5 vERIFY ALL F'NISt�ES PRIOR TO ORDER'NG `� �J LATERAL.yea.C.T SYSTEM•O IN 8N WITUIN•REE I Or^ERYMtTER AND WTwIN 7 INC.4129 , i O'CR066 RUWvER NTHR6ECT'ON (4).17 GIA WIRES SECURED TO MAIN I4WlER APC*PLATED 6 vERIFY STOCKPILED ITEM AVAILABILITY (DOOR, LIGHT, ETG ) �___ - 20'-0' 30'-0' 30'-0' . ,__ 30_0-_-,- ---� �,DEca!! R EAC611AOE AT W OTWER IN O AND AT Ar ANGLE NOT ExCEECTNG 49 DedRE6 WITH PROPERTY MANAGER REUSE WHERE APPROPRIATE. - ------------- ___--_ ---_-- -___ - -- O AuriCAL COMr4Es6iON STRUT AT eACI-1 LATERAL BRACE LOCATION. STRUT To BE 8,4 NCI.4 -- -"-'-- _-- "'- eo.MO.*UBN6 W1TW SPRIMO CLIPS AT EACw END 41 MAr44rACTU14E;D B�'RCE4 M PRODUCt 1 PFiOVIpE NEW FLOOR COVERING. PAINT AND BASE TIaRCJUG►4UUT • COMPATteutT vinyls OR Slr"1L4R CC'P Ct1 4 DEVICE'!To Be OR "ACTCvED l/.%AND MAve _ 3 PROVIDE NEW BLINDS PER BUILDING STt_NDARDS Al E1TII'Irvpc:��1, �-__ ---__ - -_.__-__-_.-____-__--_ _.____._- _._-- AT w4rr�E4r9Mc'IQ •wav' •CV O PLUMB PROVIDETERM.OIOe wANGAR! - REFER TO SPEC INTERIOR C>FFIGE RELIGHTS CONE rd-1 DOORS. * ;U#RE wAN6ert arms act MOT POSSIBLE DUE'0 OBS'RUCTION6.PRCiICE A TRAPVE CR REFER TO SPEC. ♦MINIMI+t:•DAoc.Tc_b4rac' .:4 ,�COLD TOLLED CwANNEI_S ----- - ---------- EQUIVALENT DEVICE, TRAP!IE 9u6PEN640rSS POR SPANS EXCEEDING 46'MC-ES SwaLL BE 9. TENANT RESPONSIBLE FOR COORDINATING LOW VOLTAGE WIRI1JG Q 8404 ANCwc7R TO'+4,! NCO LB uI1TMDRAILAL STRENATw DALE tab-29-98 10. MAINTAIN 100 COVERAGE CIF FIRE SPRINKLERS SYSTEM THROUGHOUT ioio rIx*uRE IuProR'' - -- -_- --- A. 0714'NTEITTHED ATE Cur,'9uSPEN6IQN 9TS'Emis o c1A.6AN6ER6 ENTIRE TENANT SPACE PER UBC SECTION I�5�5 *WALL !9E ArAC'.ED TO•wE ,Rie"EMnER*W+'wIN NCwEs !ACM FILE ASI-IQ--- CGRNER Cr EACw rI,wex%PIE- TANDEM PIxNINES MAY VII C01•II•'ION ORE*. %IAN SA IR 11,10 2 / - D © c L1AMT.Ix * ExcE66lTs1x'Caw9^e.+n.e E+a�I *5D� FILE 9$(4651 A /,,FD © LI Mt YNREs R4 ' c r'xT1JRE KTo TSEL S r.1Q ABOVE.0 4111 ,,.t. � 1ALL SUSPENSION SYSTEM TAC . ..r 0 ALL LIOWINA rIxTURE6*WALL BE'POSIT•/ELY ATTAG-R0 'o Tia E L T EE BAR L& PS COSIMILAR DEv,CE6. N• O ANT INTERIOR PARTITQN WALL 4.4.410.1 EXTEND*TO'1*'CEILI4'10 GRID •M.1T DOES NOT AL IN IPTW TL 4-SAY SACNO O'`I•!CIIL'N6 ARID MUST NA•o!ITS 004 LATERAL BRACNo PER MC'E 5 AIWA! AT t: 00 ,-,.,,,u,. `M A5 .,1 41 ;�► ' 1 FIRST FLOOR PLAN_ __.__. SUSPENDED CEILING ( t �iC� l � A5.1 SCALE. I/8 I m ��� __ -_. --_. `� - _ 1 • ! NOT TO SCALE -•:N•'�. 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I ----- 2' htE vE AL i ----- ALUMINUM WINDOW SYSTEM _� -- ALIGN STUD FACE TO MULLION FALL' 1• 6' - GONCFCETE PANEL *1 = I CONCtRE TE PANEL �- 9 MTL STUDS 4y "�"`�•' Ab.l r_•._ tl !•' GHAMFEF2 i �• GYP eD EA SIM I -f f --! -N 1"1--- _ _- ROD SEALANT [- 1 �„ _ _ a � �- --- - �2 j _ --~- ALUM STOREFRONT '� SYSTEM - ANCHOR 3�,�• MTL. STUDS ...,� `� in \ �, I \ ��' CH4MFER 4:15) $ REOl1tREU't OM I it OW :"q I j BATT INSULATION �,A U 11 J °°' - i I - �_�� (U LAYER ' GYP. BD V i ..__-_.-_ _-- ��----.TS COLUMN I � � - ____--- ACOUSTICAL CEILING TIE �---_ _ -- -- - *i►' GYP BD (J� � ai , . -_ - a - 1 (SEE STRUGTURiAL I _ �'' �' li_ '� ------ 3''�' MTL STUDS W/ I �---____..� ._... ------- 311' I L truTION � �. ___- I r • GYP 19D --31''t' MTL. STUDS . - .........111�j• MTL STUDS �� -- -r- - I _ I _ c. L - _. tJ a• GONG.PANEL -A►' GYP. BO. 3'.7' MIL. STUDS W/ l I A 41 1 ° WATT INSULATION 4 _�' . -• --- ...4i' - i, - - 7� 3' 1 ; 2 'a �••' GYP. BD ----�" - CONCRETE PAI=L — - L.____.__ ___.____ -:_ -_.._ ]:.n9 TUBE STEEL COL. CONC. PANEL - I � A 0 TYPICAL CORNER PANEL JOINT '�'IUALL +e EGCsE OF CONCRETE ® TYP. COL. FURRINCs _ 0 TYPICAL UJ NDOUJ E D �,Ab.1 SCALE 3' • 1 •0' BGALE: I'�' . i'-0' A6.1ALE 3' I'..0• SCALE: 3' I'-0' o NW • SCALE: 3' • I'•0'— GONG. PANEL — 31.2' MTL. STUDS WJ "� - _ - -- "�.171 GY p.::.- . DD.-,E1.-s, A. SIDE � �� U -- O v (13 __ • 1'�' MTL. STUDS W/ `! 1TL BAIT INSULATION `,7 21 I �' GYP ®D _. F--++ s _�- - CONCRETE FG1vFL a _ II (Deli T.S GOL (SEE STRUGT ) PL-5 -� N SEALANT II: [iv GYP BD STUDS �9IDF_ ' ` 3I"). MTL, STUD W/ r� 1 SYSTEM STOREFRONT I _ 3'�' MTL STUDS t1 'l I L....._' - __ _ -- *b' GYP. BO. I ROD SEALANT I j BATT INSULATION • ~� �.;----- (• IST FLOOR ONLY) I :� - I +r • ( 1 EA, SIDEOPSHIM IIL I °ri' GYP BD ALtJI UNUM WMpQW SYSTEM �---_- •Z' CLIP ! (4) CONCRETE PANEL ]MTL. FLASHING W/ -�`• JOINT ROD SEALANT N - 1 �' ' BRE AKFORr-IED 5TL ANGLES /4.1-* c (� 4 3CO ', METAL STUD!! 4 OR © CONCRETE PANEL -- r / HEMMED EDGE I E4. SIDE r'. . z -+ Ely GYP ©D EA aIDE. col - .. -. J t' /SEE STRUGT.I tI I _ __ ice: All 3'1' MTL. STUD W/ s4' t 1•taMFER ry� i3. 14. CHAMFER . ..._ gLA'tE TILE t -- % GYP. BD. 1 i 'Z' CLIP •i1 BATT INSULATION �` �--- CONCRETE PANEL • T 2' REVEAL -- / ---NEOPRENE GASKET I THIN 5E1 MORTAR ... 3'h' MTL. STUDS {�{ 11 2 -_T.B. COLUMN IMOD SEALANT Ea. SIDE �� -ALUM STOREFRONT DOOR __� FIN SILL eELOw I t (SEE STRUCTURAL) i' ..•--4--- - BATT INSULATION .-_ --- ¢+so' ALUF+IN& . ii ALUM. STOREFRONT \k-v\PT • i�lt '' � .__-- SEALANT • -311' MTL. STUDS I p TO MATGfr 11INDCw FQAI+E FULL NT '~` - �' GYP. BD. S ,. ! To wINDOw t t -�' GYP. BD. �� n -- ------ NEOPRENE GASKET wi ACOuST GAL -- EXPANSI ON JOINT --- _._ ____ J1 FILLERM 4D • 3E AL ANT EA 5 DE _ ..._ __ _. -- v �, .��' I �. I 3 I - SLATE TILE Q COL. WALL D LL • z TYPICAL PANEL JOINT LU/ SLATE Z D WALL 6 OF UJINDOUJ MULLION Mk TUBE STEEL COL. 61 CONC. PANEL ® T.5. '_,OL. s CONC.__PA_ NEL d ALUM. DOOR 0 TYPICAL UJINDOUJ SILL _ • [C SCALE: 3' • I'-0' A6I SCALE 3' i' 0' garSCALE: I'':' ■ I'-0' 427 SCALE: 3' • I'-0' 6. SCALE 3' I'-m Illj , Mfr 0 J PAINTED ARCHITECTURAL -_� ; T.9 COL. (SEE STRUCT.) --- - ' GYP. W. Ili - BATT INSULATION 1..4. ROD'°,' \\\J ROD SEALANT EA. SIDE 3'�• MTL. STUDS 41:11410 ^-- ALUM. STOREFRONT DOOR . . V� - =011 - �' GTP. BD. ALUM. STOREFRONT WINDOW \-\\ CONCRETE PANEL -- BATT INSULATION1=1, - - -^ illi '�i' CHAMFER _- i ALUM. DOOR CONCRETE PANEL II - EXPANSION CLIP REVEAL IN GONG. PANEL -� - r n t . FOR MTL. FLASHING _. .---- 312• MTL. STUDS -- --�, ` SEALANT Q'i _._.. ...I _ BREAKFCRMED 5TL ANGLES '� V _- ROD ------ CONCRETE PANEL •� n✓ m 1 *vim I NE CP ENE GASKEt I ..�. _ MTL. FLt`.SHING 1 • r PAINT TO MATCH CONC) - PANEL JOINT CONT ADI-IERE) EPDM GONG PANEL BELOW '� flirt_ 0 4 ROD 4 SEALANT EA. SIDE COL Ut tN u1►•tAP — SILL ry 6 GA ALUM COL. WRAP I � ,ryr T_............... ` __=�-�' TUBE STEEL COLUMN )—_____, 4. ESY 5TALUMRONr SUB) SEE STRUCTURAL I -� -� res. _� -INEOPRENE GASKET - •+L UM STOREFRONT I - - SLATE TILE _ - L► GYP. D. �"`�- SYSTEM-RELITE �. --___-- - TYP. CONCRETE PANEL --� I II - BATT INSULATION BREAKFORI-'ED STL, ANGLES �• - GYP BD SILL BELOW -•••-________--- EPOxY CEMENT MORTAR /�• • ALUM STOREFRONT WINDOW y �� _• 4 L._31.2' MTL. STUDS _ I - 311 MTL. STUDS _ W/ �y' GYP dD /� Y ALUM STOREFRONT { - - EA SIDE .. A I `/ SYSTEM +�•I 1 0( I O I� FLASE-IINCs SLATE TILE Is FURRING s T.S. COL. e GRIDS 3 - N T.S. 6 CORNER 4 BLDG. ENTR AI T1 P. ALUM. ,GOOK 6 EXIT STAIR © TYPICAL NORIZ. 4 ti�ERT. REVEAL A6.I SCALE: ONE HALF OF FULL SCALENOF -----_ ___ -- (�I 46.1 SCALE: Ill' • I'-0' SCALE: Ill' • I'-O' nlirSCALE: II/' • I'-0' 46 SCALE: 3' • I'-0' T S COL SEE 5TRUCT ) X ,--- CONC. PANEL SEE 3TRUCt) ROD I SEALANT _.1 ,'-__ ILI —__- ---�,�✓ 11 r. _ 3'"3' MTL STUDS W/ I - MTL. FLASHING (PAINT BLACK) -----------._._. --- BATE IN;'•IJLATION *' GYP BD f2EVI�lON3 I -- PT WOOD BLOCK __ter_._- -_----___-. -____BATT INSULATIC7N -__. ROD 1 SEALANT EA SIDE „r __T Ry' GYP. BD. E;!P ANCHOR r 31%' MTL STUDS 31/7' MTL. STUD W/ I/Z' SILICON BED GONE 51UGONE BED �y' GYP. BD. BATE INSULATION --- - - -- 7:0NATTc,iNpSuANLEATLION ='/ ` � / -'w�- -------- _ -__--.-__._-- CONCRETE PANELGONG PANEL - �� - ' / . -'� EXPANSION CLIP- - I _ - - C A ER Rv� C(.RI _ �( _ 31�y' MTL. STUDS h- - • --_ - --- _ - --4 / L Q, i - CONCRETE FaANEL 'ss' i ` - �. H (-_ �.__ - - ROD SE AL ANT ryl f • I --IT ._---_ PANEL JOINT Wi I - EA. SIDE OF SHIM I ' ill!-`� moi' ROD SEALANT �-- -._-._.__._--__--- -f STEEL DOOR GUIDE 1 1 --L______ ALUM STOREFRONT \ B T DOOR MFR. - - i-- --_ -- ? SYSTEM - ANCHOR � ! TUBE STEEL. COLUMN /EERImE'ER SEAL SEE STRUCTURAL AS REQUIRED DATE �6-29-9A // PER MANUF REQUIREMENTS) n ALUM. STOREFRONT WINDOW MTL. EDGE _...„_:.___._./ - - - I .Z . r . - �s' GYP BD _ __--� - �-�- 1 FILE A6I-CITES �r 10''VW x 9'-m'W MANUAL 0I 1' -4 -. -- BA i r INSULATION I I ,- -_-.�---_.__-.. INSULATED RIBBED - I , _JOB. '-380651_ �. MIL SECTIONAL. DOOR I �'';' MIL. STUDS 1 41 1 t. . L A61 20 Ah ' SCALE- HALF OF PULL SCDI-L. e 2" REVEAL 16 O.N. SECTIONAL DOOR JAMB lz ALU1" . STOR .1 EFRONT e CONC. PANEL e FT-P. FURRING i e S T L. COL. 4 TYPIC AL WIN OW JAMES _� ONE - SCALE A6.1 SCALE: 3 • I'-0 Ah 1 SC-- --- ' ALE• 9 • l'-0' A6 SCALE: I�; --1--'---i.m.. - - 46 I SCALE: 3' • l'-0' OF SHEETS „ , I II I- ',ANUI)tIRU,67OO • I il:44 • ice; .:111Pdl i :V4++. ,;lw,” r y OCIPAI v r.. ;ria lifW ': ''* '.'IrA=n�'ot° l! n s. 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DD. _,__•___._"{ .67 ►_-- w — w RECESSED WALK W v wl �. f _ - „ - I— — -, - ♦ OFF MAT H 2' • WOOD GUARL�IZ,9IL - ' --•-+ • • \• • _ rt __ - •I dj i a _-_____r,,.�_ �H d) co C x I • FLAT DAR --- -__ 1—ler 01 _ _ i U pAN,1 NUOUB at �ppp N -- . -- GlU4RDRAIL SCREW FLAT ` q yy / I 04 o` DDR TO WIOO(� W/ -_ - -- -t �-— - --- 'r 9- W/ 11.; --OUNTERSUNK SCREWS F iv ri r_�_._�... l�v 0 I-1 ,' I �/ M 0 ELEY. SHAFT SEAM _ I C ry 5 ° 4• x a' x ' r --_—.._ ' 0 A6 3 SCALE 1-I/!•.l'-O•.—:. --- �, ~_-_. _ - ^ -• I -r----4.- _ 1 y' R BEYOND Gi ,a, , _ ___ ____ _ _ U.. _y - — __ '--il- + -_ w fi ) LIP I g e0 til ■ I• - -- ---- - II s -3' 1 .. „,4, _i.,...____ ______ _ .. 41( III Z' x •3' FLAT 6►.R WELDED 1 I I "' r "' 1 ?Ld: --• TO FRAME GRIND ALL WC►.DA i - TO _ 1 I 3 SMOOTH. -- _-_--- • I', ♦ 14 : •a _ I He d C� Id 1' U • NANDhtAIL SUPPORt t0 BE A. 1 ' s ie c... 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DECK STL PLATE WELDED TO ,UDE STL POST �-� •• TO LANDING I i \'• r"TL STUD RUNNER " • in STUD WALL W/C�YP BD I f" I 9/8 GT p gO TYPE 'x' ON • - STUD WALL W/ G�iD DD _-_- b'-5" AFF I I DOTH SIDES OF rtL STt.+D 1 : STL P 3'��' I I SEE PLANS FOR PARTITION TYPE • (2) 5/A' DIA ExPB 5rUDOROLT • -�7- _ 1 STL R • • i ,_, •/,--- 4AS! GWARDRAIL --- MTL STUDS W/ MTL.. DECKO ON • - - - CCC SLAP ON �' GT IF BD MIL DECK it . - .„- I t• I / 3 ' 2ND FL. EL `y, 1 i 1 �; • + _ 14 -0' AFF0 ►---i 3}' 2ND FL EL VII I t I CONC. SLAB i fl 1 I4'-@' AFF --"- C1N MIL DECK � -\ I I r--.1---n I f-_ —_—___ STL. DEAN ______ ._ __.._._._ �_ _� .4____' _ t11 �- - . 1 9tL a GUARDRAIL A34E r1BLY -` I I 5%. R GuAFC RAIL. ASSEMBLY ti) 'Z' CLIP -- 44.Nx-11 f_r____ — I ------------------ �'GYP, DO. 7--) �r'9�L �� 1 \ . I STL IE' I, -•-- STL BEAM f»�rE AL 1 SEE STRUCTURAL I _� _ �__ n REvEAL �' L_ -- III STL SEAM JOIST I.- -- �- - (SEE 9'A�JC'uRAL) L -1�1� n p1 STL. REAM jQ15T u <--,. y (SEE STIGIU.T,TJRAL --r MTL. STUDS ,� d► _� ,p (��// r--•�%-•� - - --1\/ ---- '" at ;� --- %' GYP. BO. _'— - --�--- At 1 1-- <L" lI !n _ - i DISPLAY CAbE 1 MTL STUDS W/ MIL STUDS W/ - �/ FITC STUDS W/ >, GYP BD • GYP @G REVISIONS - I - --J--- - - -- - - NI' GYP BD -- ----- -- r ` GYP BD SCFFIT _.._— — ____ _. 2.-0" r ___________T ;at .___ ��. SEE 3/A51 %_..-i., �� — t i i____,_.. _._ - GYP DD 90FF17 ©, 9CFFIT SEE )/A51 __--._ - , __ �� r ----- _. - -- - GYP DD SOFFIT O• - _ -. - ACOUSTICAL CLC, TILE SOFFIT SEE 3/45 i - -- ----- _ _-_- ACOUSTICAL CCG TILE ----__-._ -_ ACOUSTICAL CLG TILE - - ---: GUARDRAIL STAIR 010 ( TYPICAL ) I�aLF - BALL 2ND. FL . &GUARDRAIL SOFFIT 2N F A D L ice, CSU RDRAIL SOFFIt 2ND FL .• DATE Cdb-i9-98 Ah 3 SCALE: 3' • I'-m' d6.3 SCALE: it%' . I'•0' GALE: !'/,' _ !'-0' X6.3 SCALE: I1/2' s I'-0' FILE Ab3-STAIR JOB• 990651 •• 3 A6 .3 • .. - - -- . dims.. OF 5t+EE-c, 13111'08-II'.17 SANI)1311RG,6700 'Q;)l 1.1 If this notice appears clearer than file JUN U 2 2000 - cumin, the document is of nun•4:1L'l qualify. IlliCI- IIIlllll'll illlli ! ( Iill ( IIID ITII I II I I !' ! ! ! il''! II I ' il !'il ! ! I IIIl11 ! II ) III I'!'I' till I i li III t 1, f ( I ( 1 1 ! ( { i ( ! I 1111 �' 1 i i I.1•I I1 1I I I ; 1!1 L'I1 1 ; Ili III ,!�i1 I•l l ► i I I I IIIi I i I.� I I!. 1 it I I I illi , lii , i,l INCN II war IN Dom � • i'� I I II it I 1 I I , 1 t I s - 1111 IT t.- l; X11111111111;I�I�11.0 Ila,liil Ii(�Illlll 111 1 1 !'. ' I' ii.i 'II ir1.., 11111l111iiIIiIItitoittilulllll111111,II,iI 1,IlIII fillliiii!Ili►Ii,;;,iii;R'!'1 1111111;'!'II;ll I'1;I111;!:IIII IIIIIIIIIIIII;l-II!IIII I 11- Iii ` 'j , ., I , : • I . i/ • • -TOP E• • 6 OF QtvIDER NOT�s. • ��' 1 AT TWO SIDED DISPLAY. MIRROR __ _-.1�- _._.-__- • TNE GLASS FRAME W/O vv TWO E• (DED BC+OTN �4• DOORS. ----- pp , i �- CASEIuI�IWC t30fJr - 3/4' MDF ("X f / ROuNDM- OG �Sb W/ PL L4M • COUNTERTOP . 1 l• * -�+ AND Ot ER EXPOSED a_2 * 1 _ I � SIZE vAR�EB REFER FRG�TED AT ..NDERSIDE. END P1HL,S. FACE EDGES I �' SPLaI' LIGHTING VER • �10R. TO PLAN - J : E-�GN CABINET. PLAIN ---- SURFAG 5 , #---- - .._ • SLICED WWITE DAK Bl_OGKING I I/2' DIA. X. 1,4•14 B1wS-+EJ ------ o CABINET BODY - 3/4' PLAINI ��STEEL D ISK SUPPORTS �m t_______41 .7 I Imo' ll - �_ ____:"_.____L____:_„,..- Tz ALL SIDES PLAIN 9LiGEC Q i� ••; 2'- ' SLICED WHITE OAK. VENEER • '' '- ""--"' A PAN WHITE OAK MITRE CORNERS 1t"i' �' -------_____- • - ExPCSEC BACK ELS •! ' III 7.4 CABINET FACES END _ I ---5T:.RT ANGLE AFTER I'��' • PANELS INSIDE UPPERit._ 1! 0,,,,,,,,:„.______,L_. - - -11-m, - m� I hl P o " G 15PLAl' CASE ALL •✓ISIBLE I f _ -tt AREAS FROM vIEWING DISPL'.' ) .s• ..••M COUNTERTOP �, w w-+ITE OAK SELFW 112�11 T Y. •7 e 1:•:. EDGE. PLAM AMC ED F'l AM ��"• 8 -TEMPERFO GLASS 5'fOP Wr _-.24' SUPPORT. ~ , IICONT MTL FLANGE • INSIDE -\q-------• 3/4' ML}F PLAM $ P U ---. J DOOR FRAMES 3/4' PLAIN ----SUPPORT.-I/2' TW;GK PLAIN SLICED TWC SI G i- I Lai .0 ' _ 1111 SLICED WHITE O-:.K SuITE OAK PPORT AS 9 � � � NEEDED �' ° PAINT . 12' • �, ..-•+ • DONT LEDGER aT-:.GNEG TO .X 1 . a + cAGE OF WALL 't NOTE: o " ALL RE •F ALS • '-;'D x ',i.+ U ci �° . - 4' PLAIN SLICEC` WWITE UNLES` -'ERWISE NOTED • G +K PANEL0: __ PAINT2 ? ad d �� - BOTTOM SHELR PLAIN ° SLICED WHITE OAK PANEL 4' RASE I I_-_ a , r: ,,.. ~�� -✓ERT • NCR GOA LtG+•+T - _ I a GYPSUM PILASTER __- 9 * - FiNISI-I FLOOR - SWIM GAB A6.5 --- tI 3 -AI�J SNEL✓ES 3.'8' TEMP. SCALE: 3' • 1'-®' A65-I o ! WOOD PANEL ANGLED a5 NECESSARY To LE✓EL Ll! •I - �'� GLASS SuEL.('NG, FROSTED \ N 3' Ce a a. ON BOTTOM S,DE PRoV DE I _ TASTING E� O T I--� C A E;IJK • • ^•tETaL 5up°I°ORT CLIPS • S 0 � 3 PER SHELF • ""OUNTING __..- WOOD BASE :T�P, • i, ° • PANELS !• OC N END A6.S I Irl' • I' IZ7' REFERRTO F 5•+'SG�p SIDE OTa»ER SIDE OF LODE!i v. W„a ,.�,�-gig *,P RECEPTION DESK SECTION L' 4' W RAIL TOP....'"--;-,,-- % ^ 1 • T • MP SCALE: 1tl. • I'-m' 465-9 I -,"‘L- . - -- 0 �+ Ler*-0,0••• • BOTTOM OF G+ABINET EASE EDGES ON WOOD i __�• - I �o 3;4. SELF EDGE �...� mss- ✓' " lT ENDRv FACE OF WALL (PROVIDE_ ''+- .ALL ExPOSED AREAS: PL--ti SLICED WH E OAK L5 � �'' � � � h � �- • WIRE CULLS P FACE EDGES ETC_ CONT BACKING TOP 4 -_ `O . I BOTTOM • L- 4' W RAIL • TOP • .p� G.45INET BODS 3/4' MDF '- - RE'�� �C °BOOR PLAN Faille -� •�� • o BOTTOM OF CABINET - f �w WHITE OAK • EXPOSED 1_ WALL TYPE. • • t - ! !' END PANEL SELF EDGE t • -- i ADJ. SWEL rE5 - 3/4' MDF • END PNL5. • CABINET w/ MELAMINE ALL SIDES - In' C • � DOORS COUNTERTOP PL AM PROVIDE 4 MTL SUPPORT � __ _._-- C _ .. (f) 0 A I c,_IPS PER SµELF • 4' W RAIL • TOP 4 ■ : iL :=7 -71- -1 h • MOUNTING •+ODES • I' O.C. ;^ 1 r BOTTOM OF CABINET v • W: ITE OAK FR,././-TE • TRIM. 9,3' 5TL STUD RUNNER '• • N ENC AaNNELS yl' I ' . m N' -•- EASE ALL EDGES. FINISW l I '^ Il - DRAWER - 3/4' MDF 'BD. �1DD MOUNTINCs NOLE5 I' 6' 9T: STUD RUNNERS / • ( FRONT, I/2' SIDES • ,� 4°:_._ -, OD APART PEGS TO SUPPORT i.•4' !^a"-F BACK 1BACK, 1/4' Bptt01.1 ,7Ji TEMPERED 3,8'GLASb SWEL rE5 .4 j\i \ ( 4 i 1 .. L-:---i▪-- -.--s DOORS - PLAIN PL LAM • COUNERTOP =ROVED ON UNDERSIDE.SUPPORT DE. (,'H X '�'D WOOD O.AbE - - - • - DRAWER SLIDES DOOR WH1TE OAK PROVIDE STEEL SUPPORT PEGS SLICED WHITE OAK TRACTION • GLASS CONNECT C'. __ -_-- -'-; FACE SELF EDGES R$SGS MELAMINE • DRAWER ,NT r+, 5/8' GYP.- PAINT --+ ...--+- Jam- _ _4 BACK cWltstE PULLS TYP1 -__-_ • y • mL.:,tr' •PANELS DO g O^" SHELF - L- - aw BIQJSWED CwROME -- -;,X-+. E OAK SILL �� T -6' WOOD B 5E ^, PROVIDE EA. FILE DR W/ _ �; --- FACE OF WALL PRC•✓GE PENDAPLEX FILES CONY BACKING TOP 40 . ` eOTTOM) • SEE 12/A6.4 +-i 27 CONT 4' W RASE RAILS FULL EXTENSION DRAWErz 6 DISPLAY WINDOW SEC'ION I ;� �O "` -- ✓ W/ STRECWERS • 24' O.G. ---,BASE PER FIN SCtiED - GUIDL 5 A6.5 SCALE: 3' • 1'49' A63-6 I l -- - - - - - - -- -- -- •f- ( - I/4' MDF SACK 3 2 $ L 5 uD h'IJNNE _- -_. _----- - -�'1.- � ' T T R 3' FIN15W FLOOR - SWIM GAD s -O. A5 NECE55AR'• TO LEVELv4• x 4' DRU ED STEE PLATE • 1.1 COLT 4'w BASE RAILS SMOCTW WELDED EDGES _r u... DISPLAY SPLAY UNIT I �___ - W/ STRETGuERS • 24' OC -- __ I 1 4101 (- ,�:r- �,,` I l4' PLYWOOD W4d TE OAK A6.5 SCALE: Ily' • t'-tD' 4tb5-IT -4,- -"---�'_ • t Ili I ✓E iER • EXPOSED SIDES Z 2• ��� ' .Sr- SEAGULL FLEXIBLE 2'• L�• --- - FINISH FLOOR 5H1M CAB t A5 NEGESSAR` TO LEVEL 4 13:rEDE4C5 I aa, WHITE CEDAR BLOCKING TO REFLECTOR N';;E IL, CONCEAL FIXTURE -- 1 .tELr_•CTRIC. L 1N 2 PILASTER SECTION IN ENTRY AREA �--` 9 CABINET FEED A A 5 Ab'"3-2 10 BASE CABINET U)/ FILE DRAUiERS _ ," : • HROUGW NE d BE bSCALE -m' Con CONNECT TO • ^•� /^ A6.5 SCALE: 1�• • I'-D' A65-IO ° : • • 1'IL USW FLOOR FOUNT • • • • - • PROVIDE MOU 4TING HOLES o Ill' O.C. IN END, PANELS • • • ••r I ' (*.ENTER PANEL FOR • /� <> �"- 5µELF SUPPRTS. FRC ST UNCERSi:)E OF FACE OF WALL (PROVIDE •ILL 3 ti' WICK TEMPERED10(• as CONY BACKING TOP 4 "' GLASS EASE ALL EDGES �.1 - -• RE./E AL ---.2:4'.© BGTTOM �i _.. -- - - --CABINET t2lOD'1' - 3/4' MpF, _• • �� 4' RUSF3ER F3A.SE • • �/J W/ WHITE OAK • EXPOSED /►'�/ CULLS TBD. •0 • i ENO PANEL. SELF EDGE. �/• -+-- _ • END PHLS • ABINET `-.._ . _.. S erMr - - DOORS GOUNTERTCP PL AM : 7---DRAWER SLIDES L -- 4' W RAIL • TOP • ' PER SPECS BOTTOM OF CABINET -3/O WHITE CEDAR KS CABINET DOORS W/ LOCKS WOOD BASE ELEVATON -, t_.._�. DRAWER - 3/4' MDF • INSET W/ TEMPERED -- ` } - - FRONT, 1/2' SIDES • r GLASS. • • ml _ BACK, 1/4' BOTTOM W/ •' MOTE: 4 r-I PL LAM • COUNERTOP I -B2,5WED STEEL WRAP WOOD BASE AROUND PILASTERS !� -- -- -- - - - - - »- DOOR WHITE OAK -tI Lr (It MEI_AMINE • DRAWER INT - --- -_-_-_---__..__.--- - SMOOTH WELDED WOOD BASE WILL RUN PERP. TO A i •' -- - - ` (WIRE CULLS TYPE 1• EDGES 7G n 4uBBER BASE •'REFER TO FINISH SCHEDULE) •mIT- BRUS►IED CHROME --6' DIA Wa~EELS Aug PROVIDE EA FILE DR W/ .� PENDAFLEx FILES. \ O O W/LOCKS 4' R;,BBER 5.-SE 4 ( FuLL EXTENSION DRAWER -- ' BASE PER FIN SCHED GUIDES MOBILE DISPLAY SECT ION �� ' 6' WHITE OAK W/ tiU - 1/4' MDF BACK ` %' REVEAL �� A6.5 SCALE, Ill' r-,�' 465.1 _ -- i 2! CONY 4'W BASE RAILS I :_, r�------ W/ STRETCHERS • 24' OC .. I g 5 T�MPE � ASS O '''--3- -• �' -___ SIZE VARIES REFER /� FROSTED UNDERSIDE. - FINISH FLOOR - SHIM CAB TO PLAN _ AS NECESSARY TO LEv[L illik ~� I' DETAIL OF WOOD BASE TElP!"IINATION .,---I I/2' DIA. X 14'W BRUSWEG I STEEL DISK SUPPORTS n BASE CABINET W/ DRAWERS ----- PLAIN SLICED 3 WOOD BASE Z .i. e_.. --- --- -- . . ! ALL SIDES A6 5 SCALE, 14y' • I'-Q9' A65-11 .^ - - -- - -- -- -- �• + uH'TE O.AK.MITRE CCR'vER5 A6.5 SCALE: 3' • t'-27' A65-3 \ � , -''2' BRUSHED STEEL SWEET REVISIONS \ ON 1.1' MDF• EDGES B. BTL •DD€NDlJ1'1 146-1START ANGLE AFTER !'ti'\----__ Ql-._f�1'__�$---__ • \� FABRIC WRAPPED 1 T1'-rF °•�--� • FACKABLE PANELS r B C I -Y-�- Lf--- __ i_.-P-LAM COUNTERTOP !I I -- -_-_-_-� //� I_ � `--� EDGEilk (. CLAM ANGLED � _._ -_-- 24' SUPPORT. • , ,-I/2' THICK PL•A,N SLICED r n LLD-LITE OAK PANEL •------ -ETA STUD SUr-PORT ..5 NEEDED GEMENT - - --- PAINT P.1BACKER I BOARD _ ANATE_ TILE TuIN SET --.------ ALL REVEALS • ")'D x '/2N PAIN38 OTWERW15E NOTED 1.:- _ .._. ---FACT,^RY )T DATE 01.-0S-SS • I CORNEIR _ J,EQ.LEQ,, . PILE A6S-IDTL5 -__ -T -_ _ _-. .--- 5:JIM BACKER BCARC JOB• 1106131 • T 3• FLuSW W/ G CBD I k, __ WOOD PANEL ANGLED IN 3' NOTE wA•4ERE DOOR JAMB OCCURS AT END WALL • -- I TERMINATE FLUSH W/JAMB, WOOD BASE ':Tti ' A6 g RECEPTION DESK SECTION a TILE TRANSITION AT END WALL • 5 • ,\.,,.... A6.5 SCALE: 3' • I'-m. A65-4 /,� a.b 5 SCALE: I4y' • I'-m' A65 !f , �� /`-' CP S�EErB .• IMP c8-11 '+ANDI3I IRI,,(ow 11OF44 , ..,LCF •.aMllp': +,+•T•er• *,m?t r'�°r'-',.+M° ° �"'d r ` 'rah year, If Oil,: notice appears clearer than the JUN 0 2 00 document, the document is of marginal quality. "-' microfilmed �I I ! ! I I!!I;illlll III i IIIIIIIII'l1lJh11�.1, 1. . !. •t ! I .11171:411111� lilijl I'illjili`II: I IIIIIII�II!IIII 11111111j1j!II Ijil!IIIIIII } f • r I Iil�II I I D ! I J� .��I ; i I I r•. (NCM ---1-NAM NI --,al - • i •�_ "--_ I4•--_ .. j';';,::.'4:''' .{-_.en. • } �-I- i i ,.I.T I I. 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IND.FL. EL._ • 14'-D' APP. l/8•x0/ib•xi'8' COLD ROLLED I 'Z' METAL RIvETEG TO ---- CE!L!NG 'L' METAL \ I T .+� - , 1 �-- Ca•IC ON MTL. DECKING -- - DUCT �• uo .0l/!b';''\�-_.L ---� 1 I ■: •111• r — — * --- , -- 4' C-H STUD W/ I' SHAFT.!INER ■��� ' v I L - - -• _ 1 SOIJVD ATTENUATION BATT / IP.I ULATIpd '• 1. r g . r ' ` / -. ?'}' MTL. STUD W1 E" ' (2) LAYERS Vs' GYP t9O r- '/ • BOTTOM OF SHAFT < U i v_'I SO SP ACOUSTICAL GLG TILE H ✓3/8/ - -- ---- I - - - MD SHAFT ..e ) „. • IL • 9'-8' AFF litU O I • d ACOUSTICAL CEILING a N o- TILE c ! CLC. HEIGHT 04 2 i _ --- — CEILING 'L' FETAL. • 9 0' AFF ♦ o -o 0 :r © CEILING TILE PERIM, WALL I BoTToM or I"1ECN. SHAFT 2 W ,., SCALE: RILL SCALE A66 SCALE I-I(2'.r-m' - "' Ci/ ti v a D4;, 2ND. L. EL. r 0 i 2x2x3/16' STL. ANGLE W/ •• 14'-®' AFF. V) x BLOCKING I SCRE..1'^ 7 T.O. FURRING VI U 2rF . 3 -8' AtF. cr ' MTL. STUDS —, ¶:::L ;L BATT. INSUL- • e GYP DO. �'�~ / IMMO SIM >--- 3'I• MTL STUD r, / ---- P•URRING 1U/ y '�' MD.O. PLYWD ----%,„ I u ,,-' Hyl' GYP MD , ".. • fl. 11 I'%' MTL. STUDS W/ _ BATT INSULATION -a U) fi r i -- . 1 �, �•• ��Y� ESD t __. STEEL 19EAM Q ALUI'1. STOREFRONT �— .ul SEE STRUCTURAL "` SYSTEM . YI j I __ I ____ - ^�- :� COL SEE S�RuCT.) ' I 1 ,+=i . '��' MDA. PL.- /7 ( .c,...4.)! = i I , PAINTED BLACK �� Ii DOTH SIDES �� — CONCRETE PANEL .0' •f BREAKFORMED STL. ANGLE. +' 3'�1' MTL. STUD 6'-4'xS'-0' PANEL (SEE STIlJGT.) •— . (4 PANELS PER WINDOW) -� �/ FURRING W/ 1 ' ' wIAMPER �, [ s GYP DD. 't, C / / I Z' CL!. 7�' P-LAM SILL -- L J"" 2' 1�'EVEAL _ __ NEOPRENE GASKET r� D.O. FURRING COLD ROLLEDY ROO I SEALANT EA. SIDE -• 6�' 6�' — • W-2' AFF. 11' CHANNEL - L. - ----"'-----2.....-- ` - / �, �� N ALUM STOREFRONT J I ''` .eat 2x2x3/16' STL. ANGLE W/ - —i--�('`-_- I I -45i. fi BLOCKING I SCREWS ,Ic-__.__.__---.-----it • 12' O.C. -- I I, . ED FURR NG a'? COLUMN IN BOARD RM. 2 FURRING tp BEAM IN LOBBY Z 3 R MTL. STUDS W/BATT INSUL. 1 SCALEI Ill' • I'-m' A6:6 SCALE: 1'%' • 1'-D' lir �' GYP. 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M.. u_fro7R��ryy. L.r r.tA.0„;3',33,"3.3..., t,GJ 1u,+n ..",�. _ �. .w. _,.i ..-, Lk' A+E,.: .�w.zti:. �YiL.w s6Y41, 'r :rlv, .a:.:,, .n. .n, :r. -4:... .. _ .. .. : P k ♦ .. ...f . .+.Ld . n7Tfa I..q,a �; .� aS � } y�ry:: +h.. 79 -x � �.�' .IUF(.r ��141J . ,.. _. �'ak5« .a'�.c ,:k•, ? ?r �_ 4. _•� fid,qy,.�,. .'.�4._ ,�”, .. 1.: 1 I' ', • 14.. I� ... i iti Patio _. ._ ._.r.�,.,•t — _._ __ _ GatITo5 OREGON STRUCTURAL SPECIALTY CODE. IRRB EDITION 1 04 © O - '40 0' 1, �- �" LOADS 4R0 G• p}'i k 0 0 ---_.. �_-. • �' �- SNOW LOAD 25 PSF + nR 1 F i ExPria , 12/31 l M,•Q„ !- 3e-O" 00.- ----01—...-,'"--4. -0" 20 PARTITION -.- • FLOOR LOAD 80 LL + 4�A1 I ` ( SEISMIC ZONE 3 _�'�� 80 APH E POSURE 8 IZ� - i �I I O , m 1 , -- 1- I WIND ` F.• H I 1 X r - -'-'- 1 H CO I „- �-- - — - ------ -_ — -.� - _ SOiI BEARING 2000 PSF ALLOWABLE } -i 1 I I 1 •+ -'' IL I r 1 I 1 ;� -- - — - O • r. ' '' 0-- 1 -- -- } .,,�.M,,.Y.rr.�lrrra _—.._,__._ ...— .._, �,�_ -. __ �.,,. _-- • -"'lI1M`t»M I L- , I I ; 1 ' _.. ® --- " I. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS. N.I f I f Y V j 1 I —{--- 1 I :- ENGINEER Of ANY DISCREPANCIES BETWEEN THE DRAWING, AND Z �., 8 r • , u� , T61101U� I ! EXISTING C'OND I 1 I ONS PR 1 OR TO START OF WORK, `' eo �' 1 - I �_ (ARM 1 2 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY Of THE V'� u"3 a t THE STRUCTURE AS SHOW ON H r-. I - ,1 ; i STRUCTURE DURING CONSTRUCTION. ,�3 1 + I t� THE DRAWINGS HAS ONLY BEEN DESIGNED FOR STABILITY LH)€R THE `-" 54. I b -...-.. r 6 COMPLETED CONDITION. I O r.. . X t ' 1 1 i AIiGN 1!'llfll $PEC i AL 1 Ill U a AM I -• 0.131 t All WELDING 10 HAVE SPECIAL INSPECTION DY INDEPENDENT 2 a } I 4 TESTING AGENCY IN ACCORDANCE WITH IBC SECTION 1701.5-5. - ,� c i OF LIOI ' N I 2 CONCRETE, REINFORCING, AND HEADED ANCHORS TO HAVE - i - 1 •• PANEL JOINT JNA. M, !'-2" 2 i.,.. 1 ___. , 6 _II -tg _ ____r. ;,, -- + ,, t-�-� H -- HU _._-- -- ___-- - lP °i41 SPECIAL INSPECTION IIN ACCORDANCE WITH UBC SECTION a°°. -- 1701.5-I �; 1 b• Q� - 0 •�,�;,'.,,.,,. . ,�_„ ,____ _. ,.., 1=�.... _ '^ . _ . - ---� 3. ALL ADHESIVE ANCHORS 1O RECEIVE SPECIAL INSPECTION I N ^ f'" TSbrbx 1 ,irr1 ' ' ! �1 -- � H �• O -? �_ .r, ' "r—��" \ 11 �' ACCORDANCE W TH ICBO REPORT. A. 1 b„ I cv 1 si 1 4. ROOF NAILING AND STRAPPING TO HAVE INSPECTION BY ENGINEER ,�/ ,_. O 1 T61xlx'� # .�.- -__� L _- - PRIOR TO APPLICATION DF ANY ROOF INC MATERIAL, NOTIFY A' 1- r-1-------•-y ® ©1- -+-- - -- I I LEAST 48 F1011RS PRIOR C4 Co 04,--- -i.-4-N' D r:-_, In . --A-----t--J--w- -A— _�- C - II ._''R ,II I D fQl ATIOIV Cn r I _ 'l! ,it b -1 Tt33x3x� i/ 11 I L �Tn;•s I i0 � (/') I' .. i 1111 T I I f f. �� yy _ I SEE GEOTECHNICAL REPORT REGARDING FOUNDATION AND R • t I 1. 1,1r .,,ii I . ATION v , L _ r*' RADE PREPAR �/ rnt, - -'` �+ t •• ' I I : - - -- - , Ai >,: •xr r See lr-'nw es -- 2 01 OF FOOT 1 NGS i0 BE A M I N I MAAI OF 18" BELOW FINISHED ' 411 �-,• 1 9 ` ) f_•_._., ` _- �� 5'GUrC SLAB �4 BOTTOM" i. 1 ® M1 NC . :I� .iii....- . i: i ,�'s� , K 2'4r °G EA WAY GRADE 0 T ! NC* Y PICA--1.. , - 4— • • TV „ •I O) -..._====.1 . . J ' I T I I _ 3'i I w1NIMui CaPREss1vE STRENGTH AT 28 DAYS; <<'1 x 311"Cc'NC SLAB TUI I - 00 WAIT. PANELS, v dl T93x9xAy--- 1.,i'. � l{ 'MA TYPE D C01"1P �� _ _ _ � � , � _ � �� �f �. `-cr-- A- -- - __ I F J. I I_ 3000 PSI TYPICAL. 1� ' I ,, Ili DECK - �r ;: --�•_� -, i I I j I I -2500 PSI FOOTINGS. �l 1 , -T63001, I I ..... ".:, __,..`....1 u .•'l r , I I 1 1r�'bxbx�y I Oh I 9'-4Ar' t TO I I ' ; �-' I - 1 I _. 1 } I�. ' L —*- 0 2 MAXI AAAI SLUMP 3' PLUS OR MINUS I 4111, 0 '• © t •1+ �M j -f€)1 1 ! -� - - -;--•- --- - -- A, 1 M I N I AAM CEMENT CONTENT 517 lbs. P,-R YARD 3000 PSI, 4 70 l b s 5 1 �' 6 -1EbxbxMy �� I ; ' �...r __ _ ....._ i TAT PER YARD 2500 PSI. MAXIMAL 20 PEI?CENT -1 YASH CONTENT IN '" 1 l_ „J ; ; ^�__ i I p I CEMENT. ALL MIXES CONTAINING FLYASH 10 E SUBMITTED WITH 1 -- - - --- - `" .---- 75,,3x1.�. , y,•ah• O SUBSTANTIATING TEST DATA IN CONF01'AlANCE N,TH ACI PROCEDURES ! _. ___ _ rT wb SUBMIT MIX DESIGN 14 DAYS PRIOR Til PLACING CONCRETE. 11) A O�!- I -''1 5 1 I LL I I - I4 MINIMUM CONCRETE COVER: I! I- © -CAST AGAINST EARTH 3' CLEAR, I I I -CAST AGAINST FORMS AND EXPOSED TO EARTH. . . . 2 CLEAR, �p __I CIL 1'TPICAL -EXPOSED TO WEATHER I-I/2- CLEAR, il. ;O i 1 1 ALL STRINGERS NUI EXPOSED 10 EARTH OR HEATHER 3/4" CLEAR. T iia i I ' . sl _-: I • 3! ! 5 PLACING TOLERANCE: • -• 1 _-.. ___ .__. _ I r. • -PLUS OR MINUS I/4" TYPICAL _ L ; 3h11 IANC.es wit: a II 3 .7-:::----- - -' 1 nr�a�',a.Mlr Ill - -PLUS OR MINUS 1/2" FOR TOP BARS I N MEMBERS WARE THAN 8' r •_._-._ DEf;IC b V l y -1{1;2"."-:::1;x31 +1b3x3xt►1r THICK ® _1 ; ---I 3 x T. „ -MINIAUM / CLEAk BETWEEN BARS / .s-� 1 1-. + i • (4) i I T>113x3x 19'•141° 0 1Z CC r 34 W I I .�•� ; i I i --TSpxBxlii 4� __4Telx1xM► -•.P ....-r. .. _;. '1 ) 1 /tv , . �_ _ 4 6 REINFORCING STEEL: Apr `� • gar- --DEFORMED BARS ASTM A615, GRADE 60, 1 _ t L .w __'-_.Z r_i--; —'�' i--• - - « * � _ / `. Tbbxbx s. O - 1 ' 1 ©� I 1 -NEEDED BARS ASTM A706, W "� AMk -WELDED.;,,i_. h ; ® -8",', `.�J i WIRE FABRIC ASTM A 185, •4" I 7 ALL HOOKS TO BE IN ACCORDANCE WITH AC! 318, CHAPTER 7. 1 Lf 8, ALL SPLICES TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 12, M. a? 4 CLASS B, UNLESS N01ED OTHERWISE. © fil 9. EXPANSION ANCHORS TO BE RAWL STUD OR EQUIVALENT APPROVED BY I i ± I I O ENGINEER PRIOR TO INSTALLATION. [] I I (TALS 49I 1 ,A `1rbE 1____________L__ Y ��_j___, - I. MISCELLANEOUS STRUCTURAL STEEL 10 CONFORM WITH ASTM A36, Fy=36 KSI, UNLESS NOTED OTHERWISE. ' T�xsx19_.X-- -1 1 " --� 2 TUBE STEEL TO CONFORM WITH ASTM A500, Fy=4b KSI. (A�•,+tJ O i D #I 3 PIPE COLUMNS TO CONFORM WITH ASTM A53, GRADE B. J___. ___._ .. ___h•b.-. .1. - _!�__.-___-- 4, BOL 1S TO CONFORM WITH A5 TM A307 UNLESS NOTED AS A325, 1 , I I 1 --� I I S. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS WITH I OVERSIZED OR SLOTTED HOLES, OR AT TENSION CONTROL BOLTS. • I - - I i T-- - - 4 lit f__ t --, - �'-�� , 11 0{- (;) WELD STUDS TO CONFORM WITH ASTM AI08 PIECES SHALL BE III<>,-_ __ _. _- 1 1 _ I � � [1. 1 1 i�I O AUTOMATICALLY END N'ELDF.D WITH MANUFACTURERS APPROVED yi'sI ©1-- 'E EQUIPMENT. DO NOT PAINT AREAS RECEIVING WELD STUDS. -0 I (G ® irk �'-b ';i -- i r�► ► ELECTRODES IN ACCORDANCE WITH AWS STANDARDS MINIMDM WELD Z 7, NEEDING TO BE PERFORMED BY CERTIFIED WELDERS USING E X1 3/I6" FILLET UNLESS NOTED OTHERWISE. ONLY PREQUALIFIED - 1 WELDING PROCEDURES SHALL BE USED. DO NOT PAINT AREAS TO j © ©- BE WELDED 0- lelA ALL STEEL TO HAVE SHOP COAT. 1 / TIP. 9 ;TEFL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/U FOR REVIEW6 • , , N , _ K�OTING SCNEDUt"E ___,, __ w PRIOR TO FABRICATION, FOIAIDA?!ON PI-01 LECsEND: _ _. - - 1y" . I'-tD" r-- -1 FEI E94 IN SLAB 'TYPE LENGTH WIDTH DEPTH LONGIIUGI�IAL TRANSVERSE REMARKS CLOSURE STRIP CONTINUE REINFORCING BRAY JOINTS 10 STEEL FLOOR DECK 10 BE 22 GAGE TYPE B CONFORMING WITH ASTM A446 CJ` I 0331�X• „L„ "yl. 'D" FEIPFORcING REIt•FORCNO 4 P (,yCH) ARCHITECTURAL EXPOSED STEEL Z. CON9TRtXC11GN JOINTS At NU`If?,ERED GRIDS, SEE DETAIL I'S•I' UNLESS NOTED OTHERWISE. (7) I/2" DIAMETER PUDDLE WELDS TO ALL .�I.. 11'-9" IZ'-9" Z-0" (12)•1,111'•9" (12)etx11'-9" (ALTERNATE 10OINUSE 3 AT IF SLAB POUR CS, SEEJ DE SUPPORTS PERPENDICULAR TO DECK AND 12" 0( PARALLEL TO DECK. f1 NORTH SEE SPECIFICATIONS �� - ,-� II'-0" lI'-D" I'•ID" (D)9rxID'-b" (q)16x10,-i" BUTTON PUNCH SEAMS AT 12. OC. Z+ �� � -+--- "� 3 CON1;i01 JOINTS, SEE DETAIL 31941 I OPEN NEB STEEL TRUSSES TO BE BY VULCRAFT CORPORATION OR (3* 9' b" 9';" I'•l" (9)96x9' tC" (9)IIrx9'•0" ..._ EQUIVALENT APPROVED BY ENGINEER PRIOR TO BID ACCEPTANCE. D 9'-0" 9'-O" I'•b" (8)A6xe' b" (A)16xb'•b" CaI�IERFOOTINGUBE (9)16EACH WAY 4 1'-D"97JAIoEdI-OCKOUt ALL JOISTS SHALL BE CAPABLE Of SUPPORTING 200 POUND POINT 4'-b" 4'-i" I'-Q" (4)1,x4'•0" (4)�Jx4'•0' 5. (2)PANEL TO FOOTING COMIECTICNS Al PANEL LEG LOAD ALONG THE TOP AND BOTTOM CHORD IN ADD I T ION TO DES ION , ©- +� __ — • F 3'-t0" 3'-0" _ 1'•0" (4)•4x3'-b" (4)•4>r3'•b° LOADS. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY ENGINEER ,` 12' 3" e' 0" I'-I" (8)19x11'•9" (IU•1x1'-6" b tHIGKEMIED SLAB I'-m" DEEP xl'-b"SQUARE uu(2)84 EA WAS LICENSED IN THE STAE OF OREGON. '� _ 12. FABRICATION AND ERECTION SHALL 8E IN ACCORDANCE WITH AISC RE vI ,ION& © II'-b" 1'-b" I'•I" (i)IJxll'-O" (•�•1x1'-O" _-- �__-_ 1 gIMEN910N FR(X 1 GRID SPEC IF ICAI IONS, - --- -___._J cow i_b" I'-b" (2)9i TOP I BOT. •4xl'-t7"• I'-O"OC EXTEND TO OPPOSITE END OF FOOTING O 2.-0" 2'-0" I' ID" (3)•4 x! b" (3)14 x11 6„ - - _ - _ PENTRY __-_ -_-. I ALL NAILS TO BE COWAN WIRE OR EQUIVALENT DIAMt1ER AND ---- LENGTH 2. ALL NAILING TO BE IN ACCORI,ANCE WITH UNIFORM BUILDING CODE TABLE 23-I- UNLESS NOTED OTHERWISE. -- --- ---- 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG--TIE BRAND OR EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO ORDERING. — 4. LUMBER GRADES: • -ALL 3X AND LARGER MEMBERS TO BE DOUGLAS FIR f2 EXCEPT - - -`-` WHERE NOTED OTHERWISE, __ -ALL 2X AM SMALLER MEMBERS TO BE DOUGLAS FIR 02 EXCEPT r;4 TE 06-29-98 *IRE NOTED OTHERWISE, FILE 9803321 . •GLULAM BEAMS DOUGLAS FIR 24F-V8 A 24F-V4, EXCEPT 2--I/2" MEMBERS DF/HF 24F-V5. :JB" 9W651 -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED, 5. PLYWOOD; -SHEATHING 5/8' APA INDEX 40/20, EXPOSURE I, TYPICAL NAILING IOd AT 6. ON CENTER AT PANEL EDGES, 12" ON CENTER FIELD. • 1 6. DRILL DOLT HOLES 1/16 INCH OVERSIZE EXCEPT MERE NOTED LARGER. G. 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JC1'MS ISEARING SEAT 544AL BE 5HIGH TYPICAL. 3 BOTTOM CHORD BEARING CANTILEVER J015TS 3 i0 • 10P OF STEEL. MEMBER 4 DIMENSION FROM GRID C --a—A,SXZWV/TSIIIICAra=r1=.12=MCMCICIUr 6 z 0 i: 11.. _I Y 25-@, . 1 -- — -- -- .lift .........1I ' _ REv1510N6 4 : r N1 alc.vim - ---- — — — -W3 6■6 IUWM. '�__�. .. TYPICAL. -•- I -One • u•••1 •••• 16 TYF • . i 1i ...1-_ - .........., DATE 06-29-99 FILE 9812,3322 — 51.4eIrfoRclrG ----- - - leyn3322o2 JET 9CAL.E: I" • 3e1'-O'-�„ S 2 a 2 Io,. Et� Awlam,marommorwArOANOMINIAllhommormArme3 A ;tI IP 92 1147 -,ANDI3t'It(1.1. !,11 A I__. ;Int'4,1 ";a •L. If Iltis notice appears cle:n•r•r than the .' JUN 0 2 2000 • docii111Cl1t° the drlfuntcnt is of iii ii !incl quahi} Ilii_i )I llluLd IIIIIIIIIIII IIIIIIIIIIIII 1111111111111 'IIIIIIII1 IlIIIIIIIIII.i1111i 111Il11,,' ;Ill. 1111 II I. 111,li.i1 ILII IIII0I I ' �L) I'iil �I II I I I r� '' 44r ^. r', INCH 1mum IN CNItp\ — I _• - _ •. — 3 • 1 ! 4 t ♦ I r t T-7— T fi II 1t ii—a—I —T �� �1 141- 11- 1q111 i ' I I 1111. :';' I 11 II 1 IIIIII 1 11 1 14 iiilii I IIWil Iilihi: rill '1,11 1'11,1' i1 I 01.1.! 'in 1 1iint I hill! Ilial'l�I:IIMHIIlillitilll,:;1111:IT:ll III1'VIIII1 IIIIIIIl i1l1!'111.1All IIi I,1i11i1..,,t111111111n, ,,;,, � �iIILII{I�!I,11i1�1;.1 ,IItIII,�;,,,III�lI1IUIlI�IL .l111�11,1 Ill ,,.I 1 ,,..,1,11.._ Ill,,..! ,,L'. ,1111. ,!111 III nllii., �l111 ,.Iulln II,! 11 , I . • I :A , . . r r, a' • y sea c 1 r.« • oma+ ' 4,\ . 7 ________ _..... _______ _____. ____. vemm01111111•••••P• diwilimiaMMIIIIMPIMMINIM0111•••••••••••••••••••••• mag.././M••••••••••••••,.. ......... ...••••••••., KEYNOTE5: U - 1 ,,215 RILL NEA:s(41 OR IUDTH uit-c F A :I AN 5 AT ALL PANEL EDGES QC OPENNGS T"PiCAL AO 94.G. 04 PASS(2)5 2-D' 13E1 OND THE EDGE OF A OPE1466. 5'5 EACH FACE ECI:ALLT SPACED 10 TOTAL- rE XPIRE f1: 1,�/�1_;'9i! • . . B Kt> 4 ;'Yc •3'i OG,SEE DETAIL 8543D 5 o O <� 5r't? •b' OG,SEE DETAIL .,SA1� ii r f ••;: 6 •4 • I'-0"OC EACH WAY AT CENTER OF WALL •.: L. N 5 • I' 0"OC VERTICAL AT CENTER CF WALL AND 2 • �, I b 5 • I'-3"OG EACH WAY AT CENTER OF WALL U r• •--r ' Til -_ _ _- _ -- ----- ---- ___-- ---_-_ - ---- - ..-' _ " ( q (2)5 EACH FACE EQUALLY SPACED(4 TOTAL) W SEE F';PEL �JCd') n -- - SEE F.anEI _ r ----- SEE PANEI I� SEE PANEL I SEE PANE ��� Of) 0 rb,15 EACH FACE EC1iALLY SPACED(12 TCTAL I-' R • _. _ _-_-� - - - i3 G.? 4 (J U ,• - --------- ---_------ t..-*--•• - ---�`? 2 ..,:: 04 _____ _ _________ 'S. ` , ii .,:„ r-, IF -7--- . o .e oc 3 -___ _._ . __ .____________1 r- I- I ________-_(-D , ...... m . 1 0,_ , _____. _ ... u .3 Pk F _ ___- __ - ;: 4 ' PANEL NOTES 4' • PANEL ELEVATIONS DEPICT REPKRCIs4 FOR Ti PICAL Ai NPANEL TYPES SUBMIT SHOP URA1lINGS FOR Al L PANELS j C•. ELEVATI�JN _ SCALE, � S• I 1 � tNDIGAIING REIPFORCETyENT NOTED ON PLANS,ELEVATIONS, ANN` ® Of►)� .G RECAIIRED IDETAILS, IOR LIFTING (JIF INSTALLATION TT TTA LAATTION WFOt�(p�N1 V/• ,' . SIZES SIZES OF OPENINGS CNAI'FERfi REVEALS AND ' ) PANEL 'IE1� DI" CiN9 ARE NGMINIAL. COORDINATE PANEL rt+A., DRIPSTCPS WITH ARGN PLANS ANC ELEVATIONS h. CI • F' s • r, O B O V> cE) 410 O ,' u! � ,N6. '.APER OF REIPfGKGMG 5 RE( IIREG, PLACE ,NTICA.L ret.FOR TNG N CENTER OF PANEL WITH IIORZONTAL STEEL TOWARD OUTSIDE FACE 4 ALL RE',W-CRC NG TO BE �RAJE 60 �� 5 -T'F'CAL PANEL STEEL WlNLE35 NOTED OTNEFd�115: / . ,I '-a'." I e (U s4 BAR AT ,•-0" ON CENTER EACH I "� •• _ ,. I"_) C-�J WAY I �� �, �, LI ! __ -.--_ _ --- _- b. f215 BAR: AT ALL PANEL EDGES �.. _ --�-- c (1)5 BARS AT ALL PANEL OPEVAJG5 ;f 1AIMLL ,_ - - -------- - - -- EDGE OF OPENING 1 -'-- EXTEND RE!rFORCEMENT 2-0" BEYOND M F41° ea PANEL SEE PANEL I SEE PANEL ' 1 SEE PANEL SEE PAINE‘.. ' SEE F.�NEL 6 aiERE R IN- Ei ANT i5 SPECIFIED IN EACH FACE j L _-._ —___,_- -- --------- 1 PLACE ATI ' CLEAR TO EXTERIOR FACE L - ! - - --� !- - I CJF WALL AT PANELS 19ITH ND RE V£44 b PLACE Al 2Ui'CLEAR TO EXTERIOR FACE CC - - -- _MJ FL.WALL T I PANELS LR *ITN REVEAL. c F♦~.�GE AT '"CLEAR TO INTERIOR FADE R'a ---- -- OF ALL PANELS' - ----_ _._ --- ---- cl `SEE DETAIL 101541 II\ I �• 3et I "+ St ,f `F 1 u11 TH PANEL RE MFORG TNG 4►10P D1�AL11NGa. INCLUDE - A DRAWING SwOWNG ALL REMFr?RCING _EARA1-CES Viµ„ PER DE'AIL IE'54I AND 1NE5 PANEL NOTES ------ ---- [ -_.- - ------- -- -1_ ------------ 1 -_�_. . R 1 r SOUTH ELEVATION (,,T'': C s�»� ,.� SCALE !rD 0' �1. Q l • . 0 0, Lit411111 4 ♦ J LU ! 1pJ-I ,IqlTAIJALL _, - , -..-4-6-. 0 r--- -1- II- 07 r ^ A T I • -_—_ _ SEE PANEL n (--) SEE PANEL4 5El PANEL e =.77.....=..., ... -- 1i1_ ) ` � V` ; r 1- n .� 3 �'1 I( N0)_ pr 14 •- r (0,•) 1 2 } eL ---- --- -- _ —z _. ..- r ,— RE V I SiOlN3 -- 0 (.) - er-0 .-i , $t 1 ___ __ _ I ( ....) , _____ _____. . .______.. - --- -__- I -.- ..__ __.___,.._._.._,......4.. .... ___...7....___i______________ ___........ _ . (;) (--2-) _,, 1 �/ Y t _�. eir U i_ -------- Fit Ott } -- - •------ ---- --- - L 0 1 I? 1 , ) O l 41�:.� _ ...__ _ ..L _'�_-_ _. D,AtE m16-29-0,18 FiLI:: 9803323 4 WEST ELEti�aTION - toil" �o>✓• 984D65I • Ali EST ELEVATION _—__-- __-- --- ("4'' _ --- WALE: vs" • r-," 5,) 013:!'4,,` SCALE: IID" � I'•0' NEPC",3 �.� S3 .1 6 G S+-LEFTS * _ - .411010. IlIp 984)247 '.:1'J DRI IR(i.670(1 r• ` L " "i I1 • -..._ ..,.. ,-...., ...,... 1 • If This notice appt':u•s cl aver than the JUN 0 2 2000 'I document, the document is of in IILIII ii qn 1111 • IIiICTt1III111('(I III ! I'I'! ''I III 1 1 1 1 1 1 1 III I I 11'1 1 I ' I i ' I I ll i;t 1411111,;1111114111; I li l i 1 11'1 I I ! I'1!i 111. I � III I, ILII III � IILIIII'� III ILII i .1 11 III ! I'IIIIi NII II ' lllll'I!III�'' IIIlII. • ,� tNCN i1...or n�c�+nu� :il - 4 ;;i----,- r.. .. ,-.7. r r. .,t. . . ..t. .,I,r r rrnlr r ntuo Ito o no o n t1:111,12-114,111.0 �+ ' t 3.— � �• r-1-7-1 fi i "R B--a`—�f Tr-I:i� tf— iT— tl t£ �` fr1 1 rI • I II I I !II 1 IIiuIIIIIIIIIIilliji!liq illil!I.Iliil!!II!H 'I: IIIhilliliII!iIitIIII^.I!II!1!!.11IIll•I!I!Iiil. �,I,1IIIlii! Ii1+l11IIII,I hI 1IIIII('rhIIiliW!!IIIfl fni!IIt!ortiiiIi,,,,,L„ .,IIIr1I„. .•11. 1.,„I,II!„'I .,L,„„1,101,,,, ,1...!,1111, ,r„ll • - I' loirl, ---I Ilk CO 47 1f. .* T. SAWGUT CONTROL ,JUMT 1 v Q410- Q. / •f" ' -:T-1- /. ...(. .r v0 1 40 25 ,..... Mr 4as RADIU6 r� URS /� ISCONTTIINUE AIN ST J T 4 • 1 1' • 1p 0C. TTP UNO , "RADIIJ6 11CCLED EDGE 1 •4'-D' - F 21)x%KIT--\ c T00c ED ED1aE . 2' 0"OG.tUNERE \ -4 r �/ 11'' At" aicoTN DOWEL , 4,. l I�XD .L! j }!+� AT 2'-0"OG GREASE AND , CONCRETE: SLAB - SEE GRADE 19 OVER i4 \'1. ; 4// LL1+ERE REIN OCQWS �ie li I hi E� PLASTIC 5LABfOIIrUATION PLAN AT EACH END OF PANEL DiSt:ONTl1LE AT ANT 7 / 3 0"MN.(2)DOUELS / ' I- O # T - r --_ Ih" GONC WALL PANEL Tri I. id • �� ,� _ . .-'-_ '' .-.r.. -• •off, �ra� Y7 Q� .� SLAB N - -- __- __J 1 <<. it J (jJoC��N1�v ()4i t -..iii; } uixpp �o aauv�CJ•G; �uV '&.11107- 4.01 ...1 o, '� *. _ .:,�j QC>Oe'�p $(7{� - I pVd +'�t7p c�p(3`e(� k► �pC��( uo -.... .r�.� ` (!) •-, .- `, L�1-'1' 8 ✓od6 qV_ ??)0 0 ccoitd_ _�'a._0���y 0 .,U ..y ,.-,,ii 'pLLep19;,-, 6 '� •' ` - -- Z O PER SOILS REPORT RUED BASE 1_. I ( - - I 127:111:---q11-71 1 1 -,----- CRUSHED BASE PER bOl�S REPORT i t��l�_ .L�, .,. i�.f ^i � I .I f- I1" !lli '+r-- �f .. -I I H F' I- 111 ��= r.l 1 I .1 I'17 - ._i I-I I I,_-I I i_- 11 T 3 v GRllS14ED ROCK BASE _..._� 8„ I (2)5 CONT. SAO NEWcn PER SOILS REPORT • # I^ti hgEL OPTION TO USE 344.1 ch 1W16 DETAIL. 0 I ei r,Jr I Ice :5E � i• { I TYPICAL .. t^i CONSTRUCTION JOINT ® GONSTRUCTIOOL._ N JOINT (ALTERNATE) 3 CONTRJOINT 4 PANEL TO SLAB DOILEL THICKENED SLAB EDGE < b • ��,.� 63+Ka .c SCALE. 1" • I'-C SNIe' E' _ SCALE. I , I'-C' Sm+Im3 rET SCALE I' . I'•O' - --- - - - - - - • - ----_ d S4. 54. S4. "so'�' �' 6C4 �-✓.� �.. Sc:ALE • r o [� 1 < Lii 0 S. 1 .43F EMBED o < U 1 Mi�yc �7- l' �- ___-,� NTERIOR EXTERIOR f001NG SEE FOUNDATION v, ( OF CONN ' I PLAN FOR SIM \,I q * I (2)5.3"OG. % AT FOOTING I j 21 O i 13)'16 •9"OG TtiF' . EQ EQ z(/ I / - �txbx3 -L3x3x1><xl'-9" I - CONCRETE PANEL T I $ • A • -_ .... -- - -- -_-_---.--� � t OF PANEL AND FOO TNG uHo -^- I 1110 __t---:,L._-_---- " ON FOUNDATION PLAN 1 - � �� SEE ELEv FOR SIZE QL'ANT11l - 1 'Al- - _ _ _ -___ __ O ANC SPACING OF REInFORCING Q ._- NOTE' SEE 6/94.1 FOR ADDITIONAL t�" al a J u1 l2)5•3"OC INFORMATION WOE FLANGE INTERIOR X y� r 1/4 7- COLfJ'N i r I ISS tl/ el -"\N _ - L3x3x�xb" / 1+ ,1.111.6.'--41;.°\ it. p -EMBEC E E A END OF PANEL CCU*DLOCKIOUT- / I/4 jJ • --'� • • j • f'QEa _ B ��„ `\ ^./, EA SIDE ti P Voll �\ I"GRCI:'PAGtill.:11117114.11,4 Qt' A . 8 _� 4t.,1, C _ PUNCHED HOLE • EMBED L f:'•E,_GtL 1 �- 40 \ • • • • ' EACH \ E'^BEC E _ ' EQ E - AFTER WELDNG COAT EMBED t' �� O 'r' a EDGE u4 ,, 1 -'t` I (, WITH A6p1+AL1IC EMULSION P TyxlmxMD------ `� EXTERIOR a ---- , i ^IG.v r.,iaRINC 6R^UT SOLID it . - ADDITIONAL EMBED Iv- ''k ,. . 1 't t'i"CHAMFER T1 P ___ - -' -- • 1 SEE FOINDATION ��. (2)�1„�1,�, �y E 4x6x4 I �r PLAN FOR LOCATICN6 z • �Dt. I + •d , AND40146 >isl. 6 $ ' BEND LINES • I� • . __a.._._�i ,r,�-� 8 en 11 1. -he Y .0IiCll_.G fir; :�I`I......,..a:n.�q...s�.....�....:..,�n.r..a..M....r...: ; ".;'p .�` • 3„ 1 I in fK t�0 �- E 41.Jx1'-9"W/(31'16x9" •9"OC 't__ _y - �/I 6EE PLAN - CLR 4 SEE GEGTECH REPORT J 1/4 ''{QTT . •CC7e 1_12 ALL REBAR TO BE © GRADE 60 A106 WELD EMBEDS / COMECTIONS -1 WALL TO FOOTING COMIECTION Ai WALL TO SPOT FOOTING CONNECTION WIDE. FLANGE COLUMN BASE le PANEL REINFORCING CLEARANCES _ .�c+a�+• SCALE 3" � I'-0" -- -_._ 1. �I So54. 5m4m'+.ET SCA..E . • -0.. NOT To SCALE 5"4. 504109 X WALE,(„• 1.41)" S� 60w...1).1E• SCALE I-0' Fim w INTERIOR FACE [:1] 4 ill" WELD PRInR TO\ ---------• ASSEMBL NG r • PLATES # •111"t -IS TOP 1 BOTTOM CONT (12)5 A106 x 3'-0" WALL BEY OND / _,W6- - CONNECTION C (6)EACH SIDE •S"OG. h'.x4"WELD STUDS 2'-0" SEE FTG SCHEDULE FOR LL GdiANTITY ' u4 V -- •1'-0"OC. \ L3x3x1j4 CONT.LLV -4 DO IELS 41 '•C"O.C. T % ' * •Vjx4x2'-b" �I EMBED B I'. L4x4x14 CONT IBETWEETI HOEDOWNS) 16x1'-C"•1'•C"0� %� h 1 1e 1yx4'ryx2'-b" W/�4(A106Ac2' 0" • I' 0"CC. \'\ GLAD NEW. - - . . ,..... . _. ,,f,,,,,:::: 1.11 UDDER PANE;l�` I //" - - -= _ ,� 9 .�..� I >. '^ r -E 1)x4xl'-C" •3'-0' OC Il • , _ _ IIIIV � � _. a a4xnx3'-m,. I 45---„....,.. „ .. \ • 3 I ,15 OUI ''. i "54" •1 \`-' - - GROUT FILLED a tultlx6 .---- - j - - �_ NNS\NN •-..- ...----" "TAX. SEE ELEv FOR I/4 �_ - 1gx4x3'-C„ I/4 D ____ _4- k V4 K c REINFORCEMENT ` -_ (n)5 A106 UV 81D.HOOKS E ►)x311x1'-O" aA .3,. __ 8 CONT. r wl.�,. ....../ 5n�- TOP 1 pC'T x^ -� 5j„ u4 (6)EACH SIDE•9"0G. I �r�" . CHAMFER TYF 1 r-'• .1 1... -(3)V(A105)HOOKS I FOOING RETIC. .cam I --a , b" I •4' OG, �5 10F' 1 BOTTOM-�� ill ,, _-__-._ . , A --••- _ }I -AY- CON1IN0009 ' 2,-C"MN NQS PROVIDE CONNECTION MEM ,,...i 4v AT 1/3 POINTS of, A 4 I T. W. 11 PANEL TO PANEL CONNECTION --^__ I 54-IE,4RIIALL NOLDOIIN 1:-, SNEARUJALL CONNECT ION TO FOOTING 14 DOCK BLAB EDGE Et) FOOTING STEP 1.-S4. 5°4"i JET SCALE: 11)" • 1'-O'• 54. 134' .:FSCALE • I'-0' 54.` 474 , E. 'SCALE. III" . 1'-C" J4. r504141JET ',CALE -C p,©415 AT "-- -- x ALE • I'-0 U '4 GUARDRAIL (�/ E t/)x5x9 W,(2 1,}'v x-." 11._ 3A6,T��\ UELD STUDS • h OG �'\ 'I-^-- +---------.- r 2'15 EDGE BARS (2)114 144 41 .__._- S (�-/) - 1ti" CHAMFER T�P v, , 'I'� "1 SEE ELEv.FOR al' •, L3x3xl, uu It"�x4" '19�y+ REIW EMENT REVISIONS • •4 Al 1'-0'OC-2-1-!':1 WELD STUDS AT /'"� - / EMBED D , "' • / • -� -1i. _ r EMBED E • A A X 'a AT I'-0" OG EA UTAY • I'-b `p I I - 6"CONC TILT WALL IW 14 I 1'-0' pc f i ( ,. ki I , _ , __ _ - PLNTN WIDTu 7 A x3 TIES•• 10"0C.EA FACE •4 Al I' 0"OC EA WAT GRATE �-_ - (SRADE BEAM {' e Iffy"CI_R MATCH PANE r L2x2x"4(x6") ` --- FILTER FABRIC BEARING . AT Q OF POUTING 1'•6" b„ ° 31 ADDI,TONAL AT TOP MOfdOLITNIC �`• ---'� W/WAIL • * `-- BENT E i1 3x3(4') 1 _� VV 11)5x1' _.. --- >� - -- VERT STEEL � n u - d'o PERFORATED PIPE -- •4 • I. 4" CC ` .w.4...+-. . �o �� ` I i" DATE 06-2s-'e 4' 3LaNKE:T OF CRUSEEG ROCK ►� `y I H E` J ql 4 GONE lyj" I 1� l 1� FILE Se0334I �__ Y8I'-0" CC txl }z 4 11V(2) 4� , 1 + -A- CLR EA FACE 11)'.x4"WELD 1 ,\_ WATE:RSTI;F - ?YP. ._., 1---- STUDS EA SIDE 2'-C" i TSN -a r - - . • JOB" 98fa651 • • i�H 1 -- • Q, 4 I'-0" OC NQS PROVIDE CC'WECTION EQUALLY 4 t ! , EA.WAY SPACED • 4'-0"UC.MA)IMtI1 a y [� �n • I'-/D" ABOVE FINISH FLOOR AND 1 6" id } 1' 0"BELOW LEDGER OR TOP B. - .,l- - a • W _ H �W t NOTE vERIF1 ALL PIT DIMENSIONS iln-I f---- - LESS THAN 2'-C" 2'-0" C'-9" I SEE FANDATION SCHEDULE ELEVATOR M4NUFACTUR£R 2'-0" TO 4'-0" 3'-C" 0'-9" - S4.1 le RETAINING WALL ED NOT USED I PLINTH SECTION 19 ELEVATOR P IT 20 PANEL TO PANEL CO+ECTION CJ4 ' .Ile ie• SCALE- 1•i" • 1'-0 Ixi4m Jet . 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', 41*IN •f • • � J • to +r PLANT LEGEND 0 " -• TREE8 t_ ...,cer •..C,r„rt k�::a ';..r 5:,.;:t - gcl 5,.r oet RC<7 .^ap-; a 11111111M i 11111 Ir. i • Fraxinus latifolla - Oregon Ash 4 _ _- _ _„� 2-1.'2' BIB z to F-'• 8 . �� _- ��� �� • Pyres calleryana 'Trinity' - Trinity Flowering Pear •� U \ 3' cal BIB, Matched StandardsCII W N --• - Prunus Cerasife�'a ICrauteer ve6u✓'tee +Ga .tcr �esu� uB Pl�.m �'+ �.. - -- 1-4 _ _. - __ ��__ -- --' �` 3' ea! E,1B Matched Spaeimeier3 O x 01 .---ZV ` Paeudot'uga men iessii -10 DougIa Fir U 8-I0' ate FuII, branched to ground l pL • -) r-',N L )L1 1 1 k' k i , 1 II _ I 7 • Quercus palustris - Pin Oak 1 -- -- _ - - - -- .,7:76 , - .1N�, riiiiiiiimpo;Ai.,..d.:;.___._- 14041_1 - - — I 2-1,2' BIB [) n\/ • , r IijJ � . t7,, ( I �.t \ Thuja plicate fastlgiata Hogan Cedar 8 ....N"------N"---____ Aiiiik----- -/__.__ I It . . �� ,;! k_'! �� �\�Or ��� �OVA Vair 6 8 BIB. Feil, branched tc� ground F. ►+� • ♦ '•4•••• -• �///,I*;. APPROX$MATE... .• ee coot, Agr \ + -- -- Existing deciduous 8f f ,i�i °!c + 2. i•••••*.• \ Coto k RIGHT-OF VMY \ `.I u - 40001.11104 I .!•.•,. T I 1 ♦ . PROPOSED \ ver ,�4::::6-•••• `� \\ •_ �•��•��' ► ��y 1 - EX1St ung COnifetr01�6 O ;:_: 4"--" :... � 1' t V •• 1/ t o Is } r` s;F•, r �► \ !.`•1 try., h .— tn;f�,giiii, %.: ..• . . op i;;=,::` .� \ J :�_'' !] '�:►� Ill � • - /t 61~.111/56 / t AROJNIDIRB R . - . s-,,, 0, ,•.-7-X410--- ,r ,. -141113 ,_ ,. .4.b.,. ... ., .,4 i , .,.. . , • r • ' .., 01...•••••••••, R ) • ` ``• /\ O Berrberis verrucu!osa Warty Barberry - • :i' ,C: 4 r�- \ �'/ / ���• NO 5 ga I cont., 3' o.c, • _ •' • arc?Ac: \ • __ ', \ _ / �� ��� \ / / Vii „•••`� 1�,, �O/ QI CalamagrOstls Grund raGea bra chytrica - Korea+ I•cCe!d Grat►9 ray uig •.,''+7 o..� ��i 1 �� I a! cont 7' o c �J 61 )i;1, .0:0 o��a,� �, '��� / iiiCI .ie>:: ��,�+-` Ho %111 •��\ / _� / I v Carex peltndula - Peandulous Sedge _: �;�; iiii��� Ain 1 \r►` \`lall ,I, ! eal, cont, 2' o.c •0• ici A iiit . i 1 Nap. 0 GOrnus 3LOIOr'lif4•fA ealleyl Redtwig Dogwood �:' i �, :�}'�j / ��1\ �� �•, , .' ~11 \ f 5 ga! cont 4' O.c a \ ..- 1 �zk- ' . l ---or I, .---....fi. vo„„,1,11; Ir. . ......-.-............. .1 \ i No , . .-,, g iit, ../.., 4. ��,ee • e Tisk •or •!;00 P!o.11.''1•!�� + • \ �, Cornus stolonireara ke sesyi Dwarf Redtw!g Dogwood 11111111•9 I z• ��•� r� _- �t� mi _..o .,,o.,.<,-1a �d '44. `�� �:.,; :11111.1,: ` `` `\� �I, ! gal. cont., 2' o.c. ,� X11T„ \ , • ��� /,, _ _•; lir . ` --.. _ ; ` �\ r�/� I -- Junlperus scopulorum 'Gray Gleam' Gray Gielarr JJelfr cr 1�� - • �1 _ lih ..• �� / \ / -�► ! // / 4-5' BIB. 3' cc. ,. tACNAI �, ` �. ,/ EXISTING BUILDING r U. ��� Ips. ♦ ��,� �` 1 �\�\ \ �I/ t� Mahon!a aquirvlium 'Campacta' - Compact O esgon Grape . ill i,i c,,••0�. • • '-r •�4 nli 'Fra ,..,►iirtti, _ ,,,i ,�� \ \ / . \ 4:11'14' //�� ! eal. cont., O CCC • �, - a 1 / `. WO• ` u* Miscanthus s vers s Flamingo' - Flamingo Japanese S '.' r GrAse it �,'W - c(, , ` 44, ��1,• ! 8' Cont.. 2' O C. • '1 -..! = = '�� l \` tri` .0 ���`•,. "�'^ �y \ _/•i.�//':�g ( Rhododendron 'Beerier Wonder' - RhoC�!Gder,drOn _ f>' ... / ► - _ 'M V.a•/I', 15• !8 BIB 2 o c , 1.4 fita \• Ilk __----_-":::::%--_---;.. VP lip Of W 1,'"' ''" ! ,a� ;i'•� ------ Noir - -01 101/ ti ___. Rosa sevillana 'Me{gek•anu pear - Med!iand Se:•�li!ana Rose �rr 7' „1111&910r A ' —_-_ _ ^ 0�,��I�,� ��,: 2 gal cont. - 3ta' O.0 ) �,�• +� ? � '��'�• I. I - _- - - J , fig G CON / __..--�. 1` ` i `,6 ��, ---� .�tit, � ^•C t. 4/1' :44. `' .1 9.-. -- ••A 1 r - _ - _- ✓.'�' ;�/I.I. Q� SymphoricArpos a!bu5 Common rJnowberry "ii � II`Q•" ,;, - UI'�,<r• f v�,,`/,�j� 1 p*l r ���o / • „„„..„ ' 1 0 ,;' '''- - \ ✓ pt► 1..0,4*�•'/ �. __ <.juaa reptans 'Bronze Beauty' Brc ze E�ea uty Bug e , N • 'y •'+y.” " , ,_-I► �/+� ! galtort , 2 OC 1:04, ii 1.•I/ � ��� -•� 1 /Ido __. _ GOtOneaster dammeri 'Lowrast - setarberry Gotoreastesr A- e' • �•f,(�4b1� *......,...-....4... , . � ,.r��J G .rte.-_ �� �w - __ ` \I `�►��\ I d I Cont., 2' O.G. w 1 /�/� )11 ••, �,�0,�,'now- cin ' giAk I , ���j g ___ .A40 1 ' .....• ,V� ` . -:p�'�.09� 'Q'j`;'l0t+,'Ass4,0%0 w .I �/ l�'�'� � t►��I► �� �� • - i'1 �. ` �,�9j��%'Ij ���i• �i�•i :::rccbof • • �` �!! Iih � ., igeSP /6•40f 1'•► 1 - ( White Be cines ) - 4' pots - 8' O.C. •aai .� .R3..navw• vavv �.v 0,'wtvvv vvv..v. w.vw .vw�i�.�.C.�.`�, • :�r��,�il� tai jt�ij'r��Ati'�ii�/1�i �� �1 loIIIIrl1� •rr�•Itrt�iirSOOOlt�lBO•_ • • •rtl�••••�..�•••�I••• •••r-.••r•••w . M •1/ '� p �� ___.--\____,.....„.%_--A.-__,.....„,",..... 11 Cllot' �.,�. ,L• • q.w:•••Iw.r•••w••• .. ,J = _•• _"•' .=•w•w•rw••r•w• :1=::I AMMw1_11��•P•Afawx •� .** x 2 �'ed 5al/id > - 4' pots - $' O.C. _-I / • ["�' 0-LL EXISTING SCACEN HEDGE TO REMAIN UNDISTURISED I (Blue Pansies ) - 4' pots - 8' O C. :, 2 - (G•rysanthemum Bronze) - 4• pots - 8' c.c __ Winter / Spring Z .' _= 1 - (Forgetmenot, Dwarf Blue) - 4' pots - 8' c --- 2 - (Darwin Tulip, Med Tall, Light Pink) - " I Bulb - F2' O.c I— Seeded Lawn `i. • ' `,` See spec'rlcaticre .� T M CL Fleur-de-lawn - Flowering Lawn• -_ - R.EVI81c�Ns Nydroseed - 01-00-110 Wildrlcwer Mix �'.-�1 . !_1( ` -- See epecificet Ong _._._ 4 - - - - - - - ------ E l o s w a l e Seed Mix ,+•.-"-_.,,�— - - - - - - - See specifications Existing Planting __ __..__ . DATE c1-' -88 NOTE: All new landscape areas ehall be irrigated utilizing FPLC All-bP ___.--_-_ a fully automatic underground irrigation sytter++. Jt • (5006S9 i ,�\ \,______„) L1r 0 'L_ ANT !NG FL ,,4N ______________ _______ __ I NC: RTH SCALE: !' 8 20'-t21' OF SHEETS, I °0.7 .' - r; If this ,Intice appears dearer 111.11. Ole JUN 0 2 2000 document, the document is of marginal qua! ti. microfilmed _• 11croli1Cl ' !�IIiIII;II,!Iilij!IIII1I • IIIII�III�T � �l (!illl tllilli !it'1 ! Ilii , I i i ;t �(li;l 11111:1111111i n „ nuwnnnnnnn ` NCA � IMCNINiT _ - � � illl � �l ` ll ' " a, I Ii! l •iiI !T -i! Iljnjl1lI{I!iIIjVIIliil, Iui', ,I n„i Ii,iilyIitii, IH !i!Ilill1,Illhllti.,l1 iieiillInl!I�,Ii;l! II!it1111!II"lIl!!lllll}i.tflllll ..lilIn!Illi�nlh..!Iljl,ni tl!Inlrli, lIIl ,,, , ,nlI l { i , � Illll ' l!! IIlllllr,l !„ I « ..- . \ ' .V ',':... i -I:."�„•� °.'::n. r" �zlr r s,o-';,,:.'.i:., a _,i a..r.'',^-•':'-'0; ..T..1 ' ;,1,',:.',,,,,-;- 1 , ,... .... .. .._, r ti'1 .11 d: ,� ,l -.:. .i.,>,,;,,,,. 3-. „„,,,,,,,,,,,,,,,q,.;3. +.. :_:.' ;.... �. ., 1i ,..:.: .. 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INSTALL OF -SET FRC* MAINLINE, - TOP OF BARE: MULCH f""' r--- - FLUSE+ IN TURF AREAS FINI51-IED GRADE OR I • NilAl v `� $ 2.)EXACT FITTING REQUIREMENTS, COMPONENT SHAPES AND SEQUENCE /----- TCjP OF SOD -- GATE VALVE (LINE SIZE) • --_ E' Mq AL FOR MCthTING MAY DIFFER FROM THAT SI-OWN t_ c - --EACH SIDE INSTRUCTIONS -_ FINISHED GRADE -n a �..._ -1 __u= ! c .5pECIFIED BACKFLOW -- - - -I - _---_-__------- POP-UP ASSEMBLY o � , It • I FREvENTION AS'3EMBLi LINE SIZE GATE VALVE IT - ■■. INSTALL FA I TAS ��ppECIFIE��j - I. I ::; n y” k-W �---+ -__ _^ CARSON 11;p GREEN BOX 1 VERIFY !.C?C4TION IF POSSIBLE LOCATE QUICK COUPLER Z' I _. �_' BY M NUFA •fiU _ .;. 1 _ "' I�. WITH 1130-P'1L GREEN WITH OWER WITH VALVE IN BOX. INSTALL. ASSEMBLY E _ -i - l I s '1� I T LOCKING COVER PER DETAIL AND ATTACH WITH - -T=- - - - P v C SCHED. 8F� NIPPLE � I • � �� 112 GALV PIPE X 3' LONG-ATTACH • - - SCHED 40 P.V:. STREET EL �' • "' 1 j- 3' ABOVE FINISHED GRADE p p G pN��I pR ,k ( s il0 v^WIR NG0 ELEGIRICAL SERVICE i IIID TO RISER WITH TWO S.S IRRIGATION BANDS u _ 11 r■i, --- SCHED 40 P.v,C. T X T 90 DEG. EL Z 41 o T • Ti ■ iliiiI .� ;I ti iiiilli SPECIFIED MAINLINE TO ZONES `f i p r: i Nr, I aNDI c�N ?� uI 'TC; s eE N - V ^_ - .�-- AMETEK EK STANDARD VALVE BOx ��' SCHEJ 80 ii, WITH GREEN CV LOCKING L ID - P . NIPPLE ---- ec - --- UNION EAC-1 SIDE _ — s-- - - EDGE OF BUILDING. Ill I I _A • W 1 -:- - BOX EXTENSION — PROVIDE DRAIN HOLE M CONDUIT >! =1 I ' . , 18' COIL OF WIRE •__ ° •° I I I r I c I I SPECIFIED AUTO. ✓AL VE R. G2 LATERAL rwG ~ j ` • ' •I ` r SUPPOR1 BLOCKS Tl i'IGAL) - - .-••Y T -° NOTES IUi • . ,..V . 'I. J I' ■C - IRRIGATION LATERAL . • BRICK OR CONCRETE ■ ■ SCHED 40 ELBOW CR TEE0 • o a; • -r ALL WIRES TO BE INSTALLED AS PER aD .4b------,----:: �• °• BLOCK (TYP.) LOCA1. CODE II� ; - UNION, EACH SIDE OF ✓AL✓E FLOW i� -- - , 44 '4 l TREE EL _ -- -- SCHED 40 P'.•C T V a La• « 11 II,�j,E,;,lt ItR.11l,r - 8 MIN. 3;4 RQUND ______ sk-- b MIN 3i4 ROUND WASHED GRAVEL 2 taC �� � WM3NED GRAVEL ' ____ ___ - 4' x 8' x Ib' CONCRETE CONCRETE THRU51 BLOCK , BLOCK, 4REQ'DTYP - IRRIGATION SUPPLY r�Rom ME'ER 11AINLINE SCHED 40 32 CROSS ^R TEE C21 • SWING JOINT u, ASSEMBLY FOR ROTOR HEADS § BACKFLOW PREVENTION ASSEMBLY WALLMOUNT CONTROL VALVECl- CONTROL VALVE ASSEMBLY i AS _ — �--' - -- ®HSCALE -- 5C-•-_F= ','=, Section 4 SCALE. NTS Sectlorl 1 SCALE: NT5 Section NTS Section 44 O 1 . i 1 I - --- FINISHED GRADE i , w I - --- FINISHED GRADE 1 I -- BLACK 4' SNUG CAPS, MARK LOCATION 3' MIN FROM EDGE OF TRENCH, - BLACK 4' SNUG CAPS I ACCURATELI ON RECORD DRAWINGS ,r --- 18 INCHES (MN)UNDER WALKS AND LOCKING MARKER CAP TO READ / / - PAVING OR FOOTING 36 INCHES (MIN.)BELOW ROAD SUF ACES. I ' DRAIN vAL rE ' �. I ADJUST A5 NEEDED TO NEGOTIATE - _---_ -- -- r►_- , ., . , ,, *----t AROUNT D OBSTRUCTIONS ST D NWFIIIA E DE�T�IN;NG G • alb ' �I -Ir ,�.I,�►I-II FINISH GRACE r r __ jT 4' DIA SC-IED 40 PVC SLEEVE II, i 1111 01 ` F LENGTH Ab ?FQUIREr •. I. , ,`_ ____ 4' DIA SCHED 40 f vC SLEEVE / ao ! , LENGTH AS RE:al:RED - ` I - SPECIFIED DRAIN VALVE (3i4')TrithZ I �. - - O/ - tii-_ I BRASS GATE /ALA (LINE SIZE - -- "" SPECIFIED PIPE BACKFILL . - -.z PAVING 1 !II III _� 1.------11(111/111-1.,,_:?Prr________+-1:---ill yy -- ;-.I, T ` — SPECIFIED FILL COMPACTED 1 >,, __. _ ���t i��� -... IRRIGATION LATEF�AL OR MAIN LINE _ !I� _� cv ��� ...�. ��• 7 :-r• ,:. :.,, 'III. 1 - -"T ap --- 'r' r � .� LATERAL LINEFCR ROAD SUB-GRADE_ - t Ill-_I 11� : -II _.- - -- - - BRICK OR CONCRETE BLOCK l-111 ; 11=iTii MAINLINE 11 5l_EE� CL. SS 20© PVC F. �= ii! ' - -iMAINLINEcEYOND EDGE OF�■r■� I 1�1�c z Q-- ------ 7 •,....�_ __ PV.G ELBOW - iI i 11- EXT,N 6 INCHES B_ _ u ... ,•. __ II —_--- BRICK OR CONCRETE BLOCK E ` .. COMMON AND CONTROL WRE•"• 2CUFTSPECIFED PEA GRAVEL14 - - N_-_�- i l -upiiii-- _._ __---_- PEA GRAVEL - flL ' 'BUNDLE 0' INTERVALS) l'..:1-17';.0 I_ I 1WI I I 11=1 I II I =.1 12' MIN i M ..IL GATE VALVE ASSEMBLY TRENCHING IN PLANTING AREA IRRIGATION SLEEVES UNDER PAVEMENT . (5 MANUAL DRAIN VALVE ASSEMBLY Z SCALE: NT5 S•ctlon 6 SCALE NTS Section SCALE NTS Section SCALE: NTS Settled S\, 12c deg. NOTE 122 deg. NOTE: g r VJ • R_ STAIN TREE STAKES. 4 STAIN TREE: STAKES \ _ .#,,,,.. W FINISHED GRADE WITH TWO COATS OF WITH TWO COATS OF .- - ----- ------ 4' MIN FROM EDGE OF PAVING NO 101 OLYMPIC STAN 3 STAKINg•g..AN / N0. 101 OLYMPIC STAIN STAKING P.� ' /' CURB OR BUILDING ---FLUSH IN LAWN 1 - (3) 2' DIAM. LODGEPOLE PINE r -- (312' DIAM. LODGEI PINE - FINISHED GRADE OR STAKES, ATTACH TO TREE - STAKES, ATTACH TO TREE ' • i _ c % WITH 'CINCH TIES,' r' _'t WITH 'CINCH TIES,' • TOP OF SOD . --- kinim..� !L_,tl) SPECIF'EG - ✓ NAIL TO STAKE NAIL TO STAKE -_ I — --- . _-__------- TOP OF BARK MULCH i _.___ SPECIFIED �-� _ — 1.-_--71 .iii-- —ILl ✓� 1 11 10' ROUM7 VALVE BOX TREE / --- ET C. OF ROOTBALL TREE Zt) C�-t1,. - ,ET GROu,N of RCOTBAL. I • LD iii �! i , 111-Il - — .. mT FIN1 GRADE AT FINISH GRADE F� a�d II =. Its I POP-UP A55EMBL` -1 ( " SPECIFIE'J QUICK COUPLING VAL'✓E ! /- �11OVE a F t. P�1 MMq 3E0 p�BAL�M I j►_� �_ ITT ! 1 I MOUNTED 3;4' ABOVE DIRT GRADE FINISH - / �X 1 3 OF ROJ?BALL FINISH IQFTER STAKING Z iI=It i=1 ry s GRADE - ` AFTER STAKING GRADE BARK MULCH i' DEPTH CA • I • F_ =1=11-- u� M.1RLEx STREET ELBOW I \ 0 ✓-- BARS'. MULCH - 2' DEPTH r ,� 111=1r� 11=11= __L SCHED 80 P,V,C, NIPPLE 3�4 X 8 MIN. I __.._. BAt : MULi-H CIRCLE -- BARK MULCH CIRCLE �/A c0 ,... 11-T• W/SPIRAL BARB ELBOWS I II=I / - SHALL EXTEND b' BEYOND --_----_- --SCHED 40 PVC. STREET EL , SHALL EXTEND b' BEYOND \� 1• _ TREE STAKES IN TURF AREAS t� SWING PIPE _ (POLY PIPE 4 MAX 1 14' MIN, LENGTH) � --------'5GHED 40 P.V.C. T X T 90 DEG. EL •.r"�"' '—"`_: TREE STAKES IN TURF AREAS •1=- r €II' :� �� VIII{II ,!�:il ___-_gCHED 80 PY.C. NIPPLE, 3/4' X 8' MIN. ILII=_:Illi s • _-_- �FI� �1 L.I -lig BACKFILL SOIL MIXTIJ � ';.. .; BACKFILL M URE •• TXT • 1111 A - MARLEX STREET ELBOW - ' • _..._. ----- ,.OMF'AGT�D BACKFILL - :: ------ B G L T Lll.��'` I"TIP ' �� �-- ---MAINLINE +I, COMPACTED ED BACKFILL ` '� =II. W/SPIRAL BARE ELBOWS �� X11 N .•.. .. I r MIXTURE� '" • _ SOIL MIXTURE i SCHED. 40 TEE' IP ' _.. _ SCHED 40 P.v.G STREET EL SOIL 1_ .. _ ___ SCHED 40 ELBOW OR TEE ._ - -- STAKES SHALL EXTEND {� _ '- STAKES SHALL EXTEND ! - LATERAL PIPE- CL ;10C PVC ROOTBALL GIA ✓ MINIMUM OF THREE FEET -_ ROOTBALL DI t,, MINIMUM OF THREE FEET PLUS 24' INTO UNDISTURBED SOIL 0 PLUS 24' INTO UNDISTURBED SOIL Z I SCARIFY SIDES `� SCARIFY 51DEa 1 BOTTOM 1 BOTTOM POLY-PIPE TREE DECIDUOUS PLANTING ASSEMBLY FOR SPRAY HEADS N QUICK-COUPLER VALVE ASSEMBLY CONIFEROUS TREE PLANTINGO VSCALE' NTS edict Ion IV, SCALE: NTS SeCtIon SCALE' NT5 SeCt(or1 2 SCALE- NTS Section Z I ---- -_. ..- --- -. z 4 1 'et , _I ri (I I ALL GROUND COVER _ REVISIONS _ .7 -- CE .L TRIANGULAR AT 0 0 -- SHALL BE • -�- ' SET CROW OF ROOTB%LL SPACING PER ON CENTER 2• BARK MULCH _ • I' ABOVE FINISH GR DE SPACING AS SPECIFIED y F N'SH GRADE - 1�`�� ►/ -`1/ / REMOVE BURLAP FF OM _ ON PLANTING PLAN ,� / TOPROOTBALL - (2) LOCATE GROUND COVER �� 113 OF R00 6 L L ..-_err•-- --� +1! ONE HALF OF SPECIFIED « I II1 I I=1 SPACING DISTANCE FROM _ III - SCARIFI SIDES AND BOTTOM 0 _____d_ - 0 - ANY CURB, SIDEWALK, OR '°• •• •` OTHER HARD SURFACE, - ' • �'�� ----BACKFILL SOIL MIXTURE / - ,I►. 0 0UNLESS OTHERWISE -` CO►1PACTEG BACKFILL 4114 l'--- - 6I1)'x1111= -- I SOIL MIXTURE _ _ SPECIFIED • • ROOTBALL DIA. , _ PLUS 24' EQUAL DATE 06-I1-SS FILE All-SP __, DUH" 960651 — GROUNDCOVER/ SHRUB COVER PLANTING SHRUB PLANTING � _ .^ _ _ - --_-------------.______.__ 13 SCALE: NT5 Section 1 r SCALE: NTS 1018n „..,_. PRELIMINARY CONSTRUCTION SET OF 'aNEETS [ . i _ ..... , . _ .... ....._ _ _ III 1'9X-11247 tiANIri11.1R(i.A7SUS - ., ti - 111m4a • ;Y, 'i If this notice appears clearer than the a JUN 0 2 2000 document, the document i, of Ill,IIgitial quality. 1111C1111 dined • ti I I ! I II!IIIIII I I I I'I 1 III lij .I-1 T 111 iii 1 r S ill'I i�lf Ti I! iiil;�I.1•''�Iiliii Illi! iiiililil i1: ;ti 11101llli!!lil I lilil lili!!I IIIIIIIIIII ,; .i ;., v I j l l i ii T'T'I l i i ! 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T.' . fir. , , .. - .: .i y ,,.: • qq ttT� 1, r. �iy • •1:,,:. r. �f! .� ( q ,: b .,, a'. 3. , y' l�.1 ''� •r+.-`+�.A , .'µ a. ff"0� � „r,i4.t .�• t• II/ _ ^ • • f � d r!A _ or o `yr4 ,i'''''',V 1.'1'.r. sr : .. ,' r, . ,.; ,,,..t. .,,.. .;- , 171 ii, �`iA',i ',';.. ..e.,. 1 ,`� ti V.- ; t004 li, ' lif , , . II:". �_ R f •.w:: ■■ :.. 4 it < U w • w ifi�'RICATION LEGEND _A v " 01 '� SY►"IBOL DESCRIPTION MANUF GPM --- R.+D!U5 6~� LAWN SPRAY p� i PSI • �/ TO m 0 • • 510z-4p-10 Q, N, T, F TORO 40, .11 1.04 14`?I 30 l0' < _ -_ -_ _ _ -- -- - — -- - -- -- - -- -_ _ _ ----' ____ \\\ , FROM - - © YS - \ 6 d 5�0z-4p-12 Q, �i, T, F TORO 50, 109, 1.65 2.1 30 1 r 0 ,..�'ji' ROTOR 'r 8 ST. POINT 01 CONNECTION \ QI ® 0) /F300P-xx-05 -a,NF TORO 101, 2-02, 4�4 .'i :a SANDBURG ST. , s _. -- - _- __ -_ -_ ��� •� IIIA IIS •�1� �■ W i, 1 3/a `. . _a ' � ♦ , � •3,4. I �;�a• Si-RUB, SPRA, 0UE a2 3/4' ' _ 3/4' W �' I/ d 510z-6p-10 Q, ►-1, T, F TORO 40, �I, I.04, 1.49 3(✓ 10 r� son -._ _'104)- .5 _ _5 44_ • - - [M. I ♦ iV V ♦ 51©z-6p-12 Q. N, T. F TORO 50, Log, 1�,5 21' ��m 12VI li _ IJI ••` ►' , ' .� • w a� ���_ii�� _ �- 4 \----------.----.------- MATE n r 45, .9© 30 N., ! ♦ 5'102-6p-4E�. 4SST TORO ` ` - APPROXI }, re I.►���3,4' • • • �. • ., `_ •-1 '■fir-■/■ ■ 11`'- r�Q ` �. I�' ll , Aito % RIGHT--Of-WAY W 010 171 1 1/c' 1 3/4 • �✓_� 3/4',,,;* q 3/4' PROPOSED 1] 510z-6p-%ST TORO 1.20 �O NA • • �_ _ • • 3/4• \\ \. i 4' SLEEVE < • /a• �� 3i4, • 1 .�.�� -- - ___ --- -- — ----- r 4 • • 0 r �s. •." / /4 �-�� r -�� /4' 3/ •\ \ • , /! --..//AL'� /a' , , i ` ( 1,5S44 /a• rr'/ a' 3/a it/ 3 a 3/a• 3 3/a' --I--1/2: tit' �-- `. ' is ......----\-- t5T', ••. • -- �� 1 1 1/2' ♦ 3/4' W:+TER METER - ExISITNG till / 3/4 3 3/ /4' /i \ 3/4' \����4' SLEEVE 3/4' 1' 1 3/4' 't� ` © REMOTE CONTROL VALVE- TORO 252-21-08 • lz: 1. 1• 5 /4 �\ a' 3:-/-41 ' 3/4' \ \ QUICK G'OUPLER-44RG - RAINBIRD ♦° t f 1 I' SLEEVE FOR WIRES , i4' • I �,� 3/a•' /"" _ =!3/a 3/4 �� 11, ` , 04 GATE vALvE - SEE SPECIFICATIONS V H 3/4 w' n ' 3/4' ` �lk 7_ INLINE CHECK vALvE 4 Cyd; r� ! 3/4 BACKFLOW PRl=`✓ENTION DEVICE >mai 1 •• • \ � ea - ECO 2' DOUBLE CHECK 805Y IN BOX I6' MINIMUM mizzza 3 /• • \ 3/4 3/41 , , 15 1 {• • Y 1! /•• �� /4' \ tit , 1-1/P: 3/4' N FE] CONTROLLER - TORO 114 - 06.01 *':. : 9 9 / • 'isioW - o h. - ••• trek \ \,_ _ 3.• "- a, :.`. I • —' i ! • �.1't • t) 1��4 • ` MANUAL DRAIN VALVE- C+aAMPION 200R5 NOTE CONTRACTOR TO LOCATE �,�, 1 Ewa1 //�.• •• V 1�l, - �• ' •r' • 3/4' -- \ 3/4' 1 1 1-1/c' \ + ALL DRAIN VALVE: TO DRAIN ALL LOW AREAS OF PIPE. • I . °SIM 3/4 3/ 7,, �� '� ,-.--�' • �l--/ /a' ' 3/4' ` /4 ` \/4' ,� INDICATES VALVE SEQUENCE _ tQ!P i ei -- 11 . � ; ....../4 ■ •7--Ir • i 4: _l- ���•"J_----\ 1 3� ..... ;'''' ''' AREA DESIGNATION L ..At;�V S-S�RLB D D ' \ 1.5 48 MAXIMUM GPM E►r'!ANc it , , , . u / 7.11//4... s. • --�1' t t/a• ► `. vALvE SIZE,; 1 -,7 • - 4,44 _ 4 - �3/ •'•. ,x/3/4' It ♦ ALD CRAIN vALvE - , Y 12' t�11NIMUM)%