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11960 SW GARDEN PLACE BLDG 6 r �r�I,`,i �1�1,G,A moo' •rrd y�1'v� - _._.._ .AsD'•�P0 _y� CL 2 aQi1,1A.6 '!b►..S E' s+b-t> FWa. >,y.,,�10-0 {� '. ` d ,gyp - I' - 1. " t ~ d t '1•G '11 •4 Z•D �" 14•d1 Z� '��. 21 - 2 �}J11 � '� -an G -7 z0oa �j < N J _. / - V 6YWO Ldll� 4R AIL I - -- -- r - �1/� --� r 7 S _.- - Z 04 r 1 ----I -- L _, L -.J 1 -� I'C _... J_ L ... J\ I--•--_ f �'i l - 1 •� t `°� �~jy cY LL 0 t _.1••- •-5 ✓�tP�P�.4WT !L_ 1 � � A-_,, ;►F--_----_ _._____._.__•_�'1' t:i•-I ;• _ � / �--. �:r,G.;;,ICr�f ,..� s',�,r•:EV� � -j _ '��"�. � _ � -• c � � O 2 2^, I , �+M• T / \ :1, 0 >~I �1 F ter✓ I\ S �. :a4 U c 1 U c FL4T1J� c►f'J=.r•,I .a�3 -�,*-1" � I (j� P z o ._ 1 N t r 4I / i - •1 r - -1 t"` F-- i _ , � = m p, L'^J`'� I!A �`_�� - I Ifs - U Ir 3 �rU ' old o �.�/�.il�lb►�"(� �"-IVK�jl t_ ____ g�C�*�F . i'.G - 1 s-` �'.� 0 - C.ot,JT'pu✓L .1olrlT`� c 1�%'_��'f0•c• _1 _ � o 14 4111110-Ir { 4 1 I^ I o l I I • Ar tJ :'rIC7N .r01 tij1`• --�1-Oil G C FIN, FLIC., � >:�/• .�/•G . �� "`� � �1 __._ - _ _- ;� --# - - -- - _ r _._/ _ � � ___._..__.-- �il,� Sita. STL.•!�",�c c��. d `�' �', ,�"' ; � c� 1 t ICI✓ ��`-1_--� �_ _ .I,_-J �_. �� L---�'� p 1~I LL I-� -5T�Z I f L-4/ ..._w� { Ir. Tr=H - -__-,�_ Q!� ,� F101 C-�I WNl✓ -, ►8'�.,u mar--r o.• `* -- T r-- T - I- 1 �__ LJii-L I NTS �i.i�-►.> 6' F' . ;�L.a.� J,Z I I ,--, 1 c 1 L _j\'".-� f• Z-t`p• OI+.I LI' �. Ft _. LQ��} Ltd 1/s ( C I 1 O� Zx4 �1�N;E �•r�► . � I I I I _- _ .. ._ _L _. a'r __•' \ } `f J _ J LJ L •��"" (!�•�'t� !3D yah, •�..t f 2yfo I�-c�� _ ""ccr: ;..r• (�I I :` __ + TT - T� KgOF '"Tl Jfr L J v I P16. / s �. L,ill(� w� -YWk '� .►,e��:vim 1 r v�l I I 1 ViEL-IC G+•Cn. GLI 714 ti. - G�N1 -I, E f''KDVIC 'UAIJt '�` iV�•il. A'a ,� S. �►.�TIC�•.CiTL - ' (Ll F"�� . i , �' T v�- _t 3 r I.Njx�♦« .v� s►.r,iG r-iAltr'h�AYRlIr. IF;r''� -ad.t 05. it WW F'A�fti�-L) i'y s r _ -- r 4 t I _ 4 ___ _ 1 A'�J Fi�Git Q� L J _..-_j L _ J _L. +� L-----1 I_._ _t ~il_ .J 1.__ - 1. �1 Lr `�� I \ �l'�J �� ,� - ��! M _ i.LQ� _ . . ',1�J �} 1 ,�: �_!�VV4 ./ ( � �- ; �1�1 n I I 'L - - - P,p► IE Pri I C ►I- - _ ,,_,�. r ... mss' i�'2'•, -• �' ' - �' {'�',., �- t 4J L Alit'J TL�-.6�r � - + I `` j. � ..� `' � '�;�, LDtvlLi {r,•c� .. �� All f` �?L.•'J. CsK�' 41LY ri.Y./C•� L.tr`/ / r' EGA.1-40 lb 4- JUL cj:�V;;J rh I V �•- ��~� - �� . ~ + 4,7411-4 MACKENZIE ENGINEERING :___ `,i �if�1• ��, 44> .;•�c,! f��,��v�s ��-�. "r.- A> .,�-+ �;-:~, �!OK To !,%I Ioti.,. INCORPORATED t � � / � 1 ..-� �,••+ 11� l/�� ,��• - - �L �•.•� l/ y�� ., " '�✓+"r �_ � ` x.11 „-,�- "`Y ?iG - Fes• P'i i-meq/'°=7 � -�1► ,�F (� �.r. _.t. Fa;..cti/, "?,le-As, orIIJ. "E' ,,..I 1�•,r~!EL. . .. 1� -�•- __ GENERAL NUMS �^t` � +S. Lti'F J'1".;',,. ` 1. This permit for buildi shell only. 6. Glu-laminated beams: f = 2400 psi, f 450 l - �Ys} �,•,I�;;T�,•, �'I..,i1g'7EfZ. O 12. Ocaupanc-y: B-2 by separate permit psi., f - 145 psi Douglas Fir or. EMucslas Fir t -- N �� F co Oki ^� PI L^,.--rejZ_ F;;aN .e-- �� 1 3. Buildiny Type: III -N - ` ' acrd Ile 'ifir ocsmhined. Heenfir in inner zoAe � � �;' . "`}' r`"f� 1`' Fpo, � rA' 'm- •� t •G / A�1 �. CCh.�.: II F �' •TG �4. Contractor to verify and confirm all dimensions and only. Exterior glue. Provide top tension _ _ "y,L,. �W' �V t � �. ? ! ✓�' PAh-ice' conditions shown or implied on the plans, atxl notify Runs at cantilever. provide f = 165 psi *' '��-� �,�' I \1 V(1 V � �"''Gr. Yd"• v �� r hl E• r''.� -r -- f'1 �?-X-y�I< Engineer of an discrepancies prior to start of work. ,-`� � p 4 nq y Pan P Douglas Fir Glu-1aminaRted B.-M. where noted. ti/E�ZT� c,c JI -j. 1t I'p� - ' ��F s' APS _ '-G 'I 5, All footings to bear on firm natural undisturbed C. F1 Sheathing: �� ,✓t.!h�! � I 1_ . � _ DATE 7 r '� � � � a t g Plywood g: (�• � .4. p C•.G.. !•�X �I�'� � CO-��.�.- !� FTC'. _ 1 I o!a Nj/►.K. ? LL soil, free of organic matter ON. 5+-40lN6~ `,LL, Sheathing: S/d" CD interior � I � � �' ..�1 .lt~- f-�, II G11_•_ � � ..,� �I YP1 p' � '� 1 Roofing � rg * ofor c=.�N h�• �• _ . - � :...G t.J l�•t '�- 1 DRAWN BY: I rA��ys f -r�.� cra4 � )6. Assumed soil brazing pressure: 2000 psf.. plywood sheathing32/16 with ext_xior lee. <t�►�t-al .• '` LAS 4-^ a ^ � '► � I iv F•NJ;, `1 v� ��A M eb ,r.sj" h4 r-L � � , 7. Concrete: a 2. Roof Mailing: see framing plane . 1 o� l�>~LI:: "Ga" A foundations and floor slabs: f'C 25G0psi at 11. Moisture Protection: _ 28 days; maximum slump: 44". A. Roofing B. Malls and pilasters: f'c 3000 psi at 28 days; la Class built-up fire retaxdaant roof _CRE KED 0Y� maximum slump: 3". Ownes/Corning Fiberglas IM-LOOWlm system,, b0N9&4 ."• �uN4t.j. I'-p ,.M REVISIONS: 8. Reinforcing Steel: - ,.. 4 VI A. ASTM A-615 grade 40 deformed bars, unless other- a Mechanical *tntilat.ion to provide two air .s.:.a.rY,ail � ',. _�,,1` /`�,. � •, _. .�`�, ,-,•' �. ..-�-..,,... �,..� " ' J1 (;�� •V '� tl•8�1'C G`�Fwlra 'I � 6 FAt,� Pf►at-�� .. wise noted on plans. changes per hour. Toilet rooms to be mecha>n- - � � ------ -- •�: ice 1 ventilated to provide six air ch es r r 9°'*" �• - ® P'LAr�",t,1i. RLQ'• Y P Pe Ir. I Ue:..,,7 ``y 0 .r. J'F•••I e. C`}LJ i✓V+• 1-z 2 -fare M'.-{I./ts�'� iS hour with fan operating off of light switch. t 17 -^- +y - _ - + ` 9. Metals: 13. Plumbing by separate permit. Plains to be` submitted ray L 's�'r.. - _ T� A. All st.ructura: and miscellaneous steal to be by pl.umbinv cuntrac:.or. ► �K �, !C.'..Ittil�vl�t"ilt'�C� 1�f.N�/��,h�- ILIN II ASTM A-36 unless noted. 14. Electrical by separe :e permit. - L'1`1f�•t•!#- �r711 ItJ Cw TI•I unless noted. 14. Oacupa.ncy by separate permit. i1�.1 � M '• I d 1 `II II y B. All bolts AS A-301 G '� * Welding: Pat AWS standards. 15. Warehouses to bmr ut►heated�'! -,», 't. Fu*ure heaF,ted I;� � � � -`' � '� � 'e'` ��✓ • ''� tri'' �A 4,� -_ -- ----- 1040- C.a i g: tenants ace will be designed to conform with --'*" -- -"- � - THE D. All steel t(j haae shop coat or to he galvanized p i � � I ii� T11PROSV DRAWINGS MA ARE [ u�pj N1. r�' �► t'^? ' if noted. Chapter 53 of Uniform Building code Energy conte a �` - '. d 1 �11 t 1.G,4 � ��" ) i F 9 „% r { 4 �� -� ANOf•ERT / OF MAokan P Mo-servation. 6 �•`_� _ OUCIOIN ANY MANN[N CXCROTT -I ' I i � I \�~ � ANp ARE NOT ♦O [a R[�RV'10. Carpesntry: SSE R�VrS�1QI� DATE -_- �_- _ _ _ ,____ % A. 16 • 1d,y% rink'Ierin per RfPA. ham hl et 013 latest SWITHOON TME MRITT[N '[RMf!- . All nails to be- common nails or galvanised box. p g P A P No briglht box nails allowed. led. • typital throughout • '•�I.1N �1 ' +► II �� to F4� sloNorw[1. C. �A ' SHEET PII.A�'fE-P.. I� bp-114 / J3• ai. St ©rales: �/ 1. Studs: l� 3tandatrcl or better. 7. •h-.I�.G..�1�. '�F!IfR'. 'j- .� �•�---•- I •�tR. i-t •l.� ".�YM '`'IE"' ►c:,a•�.LY q 'PROVED FOR CONSTRUCTION . �. F�la..'t• tv/(r� '" 2. Plates, blocking a: d. bridging: DF #2. Ie►„!� A+i�•!t".� ' '�G'TI"W.-I 3. Cub-pur l i ns c DF #1 1150 psi 11`rl 4.;7A-11.1.II,,,1R' t:1 / 'r &I I..ti L'W IV> � "�1:.,Q moi'aw" r••i N��+ _ L. aJ ••. -T 4i, Putrlins: AF II 1 unless otherwise noted ';'i•^4i1T '"�d%t7ll�lc va• 141W Oro II-4'+, ArA.LL.� 't'''�'i `� � 1 ..,.�L_.•L��c_.P�,D�_._s-, cf+�@ pl.emldr / / , 4 l . 1 s - 5. 11;11 wood in p6maxt at Contact with concirete By - :_� _.-. _w.T._.._...�.......-..-._. A - - • JAB N0l �� a. ' 1.c ., _ ..... _ _ _..-'_.....w .:..,...... ,.n. .. -v.«-....+.-. .__... ......�,...w. .-Mill '--- .•...,ww..wwo..--aa ' '•"'•"'-sn►'"utjr"^..., ,,.w wµa.»a.'!{fM. -. rre. .,.r .. ..., -_. ..... j - 11111` III'rIIIIIlIII1III�ItIIIIIIItIIIIIIIIII�IIIIIIIIIIIIIII�lllllll`III IIII�III1IIIIII,II11111IIIIIIIIIIIII�IIIIIII�IIIIIII�IIIIIIII�11I11111111111III11111)I111lIIIIIIIIIIIIIIIIIIIIIIIIII '' •I 1" ' 10 Ill 12 MOTE: IF THIS MICROFILMED ►.. I - -- •_ _ =-- 4 - - 5 C7 - 7 9 ---- w DRAWINt, IS LESS CLEAR THAN THIS NO i ICE. I1 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, - -' OE 6? 82 12 :92 S2 02 E2 22 12 02 61 91 li 91 SI bl EI 21 11 01 6 i`i' ''I 1 '..•-I9 S t, Ie- 2 131UL NU�IIIIIuIlit1111nu�uuluu�nnlUu�111tI1111�I111I1111�II1lIlU1�INIlJLIt{II11lIIIlII111j1iII�j�Jl�llll{1111�I1!I{111111111�IIUI1111{IIIIIIIII�IIII�III1{IIIIIIII;�I111jIIlI�IIILIIIII�IIIIjIIII�UII�IIII�I1W�tellli�.lull'I UllI11l11UUj11l1�llWllll�Illl�IllIU1llIUII�lI11III11�lIU�ll1 MAY 29 � 199 .s O , N ti ti+ 0 (j P.T. '4� Io 'fit°' R. -- - -- - -- - 'c�T a, r � C t i.o 'rJs'f lic S WFke-F 1 I a J�t,. p. � o a! I II c71'� ;:c FST f•t ,.��:+r t..•T r+ j E-_ --,-"-- --�_F T'�'•-.. �•��__,�'��►�''�-.- � �Lu a arc iw IN. so 'r'. ' A-fol"111"I ��'Z � YN. �C-�'�.F�.IuK- vi.uEr f -• I I - ,. -, ,�-�^ �-___ � � x � L V co LU 0 I I I. '• + I'•� I * 11 -�' �, I I'•�� I I'. II Z•�4 I,. F. 1 bog.>PiJff�IHL 4: 2• ci v �. -- , y� N (j cc ►,� `�, �'��c� d a` t �. __i. T. 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DRAWN HY: k2 f'�I/l►I�Et� TD TOp!� 41*. .z? , i�kfiiR .IN SE>✓ `. __ _ _ Gi 4j ?Y►I' Ico p ,II � 'S;M�•�IJ1' M"ST 27 � �;.1~I•+ Wh-LL CRICKED BY: ------ 4 g A -- - - _. b 11 -r II �y- �/r I ��,,r• �C31 .�r� . !+ � �4�C>�rF.. _ _ �. F' �� I I 7 - 'SII ,f'��Ghl '`Ji 2 �� C Lt•0 /` � 5U8t'tJK+..I►I ._._. __--...__._�_II '� ,` c�f.•IhI �Y.. ' '= (m ��!✓r'�'�'fLT . , - - - ___—_-_ � I To WA•L. �l�iNl. SU1�PUk�.IN Z �iEVI$ION$c-. T �/I �elav 7-11- 1izI's"'t"�1`' s'�ldl3cc Cz TX TG 6��. �.IG�. I.r.�•_ PlLdsit.�. Rev, � I � �� I � I '=�''Li'G�3 ►3� ii$P•5T !�• wl�-'�•'T Wf►tJ.�� -°-z2_-tom Mu,�✓eav! lip ✓ Ft Ile n FTS• a+it f'�J L`'L -- -� d !211�L `' 1 F•IIT asJ�f"©Rri ti T"98F 0"=Io ��Moa►*u, r c -,�• . __.. ...�. /',� I �' Y_ . _ I I `a,fi t_ fZ� ►" ANYN°�+�, �xcIPI ERI "TM I I I � ._Y_ �i�.•I —__ G' ii>C71�.lt.,!619, Itil/�►L wRlrrr_"�a�MI�ION or r& 'btf 1. , 11 Printed 2�I �'-�� I _ - �• , � � --,, IF �` 1 lN�.�... ..% �,�.��-�F-.. .�.Tvr� �� r hut. 2111"� 17 MACKENZIE ENGINEERING r' INCORPORATED OF � dud ftamw 14,-1c.911tiew. 004A _ _ 1 � ( � (III 1 1 I I I 1 I I I 1 1 I I I I I I(I 1 1 I I I 1 1 I I 1 I I l i l 1 1 I I'1 I I I I I I I l I l I I I(I I I III I I I I I I 11�1 I I III 1 1 I(I I I I I I I 11 1 f 1 1 I I I 1 1 III I L.I I I 1 111 ... �, ..�,.,,,r...'t�,.••..,..., ,...... n.....r...._--- - f - ., ;, r1 111 ► ( 11,( I .I I I I 1 ( I . I I I I I I I V I I I I I .� 1 1 1 1 1 1 1 � . . .�_ +�•.- _ NOTE: IF THtc t-iICROFILMED w. 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NOTE: IF THIS MICROFILMED .-._ 1 2 3 s 4 5 6 7 6 9 !0 I I 12 DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _ ORANING. OE 62 BZ L2 92 52 02 E2 22 12 02 61 81 LI 91 511 to EI 21 II 01 6 I01 9 S t' IEI224X I"•"- ndnulunLNd111d,11N11NLmIunlnnlnulnulNuluuINI111u111udu11(RNLndlulluU(DulnulutdnNluulnuluu1uU61r11mul1nluulnnluuluululllunluuluululll WIIIIllI11UL09llIW181IDII811(I111IWlIIWIlll1)1111 Wlllllllllll1llllllllU1111 MAY 29 21990 c:;Ila T �.�P �7�.�A�.)rl'G..1\. `.�'- C�E-�• .''/Y , r'G _ �' I G..r_ ' -1 fes'I ►..A` � 1 ./ �/,�• ,it4� C=tea- f l� / !N► i" 1� �► C '' Z,yLGII _albI - T 2� II Zh ,� �l► a r' a - ____._ '- OU .�'cJ �: vrl �,,4u 1�'• oR I +I�� tj'.4� tl.p� .�1.�,}`� 1 II ;�,'. all _ ��.4A ,L,all ._ p� ZI'r 4,l ` 1, Ir 41 i h11 g v v, co�� + -r2 ti c>�1 f Ii -- -* �' _.__ _ - !'1 °I ._ ._ LL ,� f _- + l2) g Oft' l _ • I ,► a l T_(02)�Le G c7�' TI IL0. �rIII W^.,.L. I �2 � � I I ' c�. 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'?CP, 10160 I A LL- CftN , 0 DRAWN BY: `Ot,Pi% �,,� � I 11 SGG• I o�G, � g!Y'at-.I p I.;i� 1p �j ,111 ��,I 11�I�I Ii •-- I:il�, , ,r.TEtJ0 -` it -- r' �, > 1 recxT�Nb ,..11 _i . 4,141 1.11 G - `�� o f N G ----- — s+'IFY ` 1��.'Ttl� �, ,� 00 �r?fs� - �..1'DAR-• �DC� C'1 1sj lot z.c' �lrY^fl CHECKED BY: - 13ic} 4 'a M a Imo• SF-t- I .pCs ' 61 ,� Y, hlc.. _ _ __ --1_ _. .._.. ' PI IIS1 F ` I��j� � -EYtSIONg __rte'��' _-. -- - .``^_____ -- ' ._.. �CSE!.:. QE.V �I�•!3o K A r?FE.,w ra"a. T Nn _ ----- R f F�`r Mjl CXJG t< - �?�'"5 u»s ��-N�.I••_ ____` _ '> lI N r��>'t � , . _ �`., '►E`ER. Ir irrv. Oma! �.� 6sL ►Z M�.I•lU�'• tt�c.�E: �. � ,�� ., .. \ C firms. � �' ��' © L' `'-zzBG M►'�. /c. ANEW. NOTES i C, Printed "VoIZIFT kjlpoc,k — f2 , �i . PEEL EGM ; _ �•5�E PTI, I 1=6 1C, i_s��-- �--�_ -- d � -- - 1 - ` ... 1 11 15 bars Grade 60. JUIL N 2),1vZ1 l-�y�U .F�-• MJ�.I-�U�CI PIL/`'�.�T�IZ �•�INF, � �• I�1 � � W/�� ! 2. �►11 04 i @6 bars Grade 40. ,a It yfp. 10 . �I►•Nl.�.'y � raMACKENZIE ENGINEERING - 41L. t . I .. 104" � � �►'R /�'-! ww+� + �iL,..•c,"rfJ�� *h ,- C � INCORPORATED TMQSEDAAWINOsAM"ft P"P II (W .- - - - .- -- - .r+ - f. YACK1114V tA1T0 A AWOCIAVM P.C. (YgA)AND ANS NOT TOAi"RMOOIICAD w, �. VUCsllDUT .a►,J-I- �id'N I-'� ,... .r. ......� .....�. L......Er....1........ ' 0 ANY MANN111, 2XCQT MRM THE -- _,1�0 . SCJ 41•-J hl F'4 G.L� 11 i-r Y _— -- ------- ------- ••--•- 4. Panel to panel connection plates @ 410" o.c. maximum. vRIllrrnl.ewllnleloNOR"MA -- --- -- - -- v First connection plate @ 2100 above top of slab except 1 �Jr A 1 IJv 1G ' F I I..�►�'TtF. �� .,HT �/AR..It�; ►1r p Ga @ dock high panels, 2 '0" above footing. SHEEN IiiiI, �� I 5. All dimensions on elevations are from grid to grid and F';Li>\•�7E.Fzi ILS u �l t 5 e IGSr�'T"I Q I� "1" �,..I� IZOLJtop of plate to top of slab. These are not to replace , II y.� •contractors panel shopdrawings, contractor to submit 2 �'-(`' r�► + RI r`� �• F_ �� I N�� T �i �/'� N �+,`,.,1 6 sets to architect for approval prior to construction, c� rJ 6. All elevations show interior side of. panels. fJ_L wiliI *T5-,,ow GRAIII;;i1t `ro fSE C.C�,--�G, ;�j�'�tG'v' � �.sf°�44..rt G G�- r'I"��4�L� _OF -OA r 4 JOB hIQ: �,• .. , ► 11111 IIIIInIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIII IIII .!IIIIIIIIIIII � I ) NOTE: IF THIS MICROFILMED 1 2 3 e 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN r THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - tlE 6Z 92 LZ 9Z SZ tb'L EZ ZZ 1 OZ 61 91 11 91 SI bl E1 ZI 11 01 6 9 L 9 S Iv E Z 13111D" n1luulunluuluullullnnluullullu111nuIn111uuluulnu�lulllu111111�1n1I11uII111�,I�.INIIIIIIIIIJIlt11111III11t1IlUlIUl1�►Hlllll�lll!Illlli(;I!IIIIIIIIlIII11tIIIIIIIIIIIIIIIIlIl1�1111I1111;11111L1111W1i111llllll�ll11�1111I1W;11111IU11li111I1111I1111I1111IIIlIIIl11I111 , MAY 29 1990 22 60A , FL,A.4.N 'z` w Toto 't v�/�' G o u,v''bR �r I r-a K.. 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M, OcacrlL�► L' to h _ _) f'At�I✓L. J y I -.. _ I `I I r L.�'' �r_I~t'- r"�7 Cl aM `� �ra' 4 ..7. C-0c.•`��. . �r` ! ' V /'�y �. , I I ',,..• h`y L_ ..� ''�, i..-' 41 T0. Ito& 1 ' �� u `� ('JUT I N�.� p�-•-..1 % 'I U tr �,4 �'f f t��.r GENERAL NOTES 1. This permit for building shall only. 6. Glu-laminated ;'gams: fb= 2400 psi, f 450 Ce 0 P 2. Occupancy: B-2 by separate permit psi , f v= 145 psi Douglas Fir or Douglis Fir ' CR�C01'I a N 3. Building Type: TIZ-N and Heinfir combined. Htunfir in inner zoneCL gLI�� I 4. Contractor to verify and confirm all dimensions and only. Exterior glue. Provide top tension conditions shown or implied on the plans, and notify lams at cantilever. Provide fv- 165 psi Engineer of any discrepancies prior to start of work. Douglas Fir Glu-laminated B.M. where noted. ' P�tiE�• ! la` �� -` j 5. All footings to bear on firm, natural, undisturbed C. Plywood Sheathing: DATE soil, free of organic matter. 1. Roofing Sbeathing: 5/8" CD interior - Gr 6. Assumed soil bearing pressure: 2000 psf. plywood sheathing 32/16 with extrrior glue. W RKS DIRECT --:-�--� -- �, 7. Concrete: O WN 8Y 2. Roof Nailing: see framing plans. � I��j1l•.Il�� "�. A .Foundations and floor slabs: f' - 25G.-Ihsi at 11. Moisture Protection: `-" - �p NE. �O "i►r,.le.•L ' II I 28 days; maximum slump: 4" . c A. Roofing DIRK ~ CHECKED BY: • H. Walls and pilasters:. f'r.=3000 psi. at 28 days; M 1. Class y� built-up fire retardant roof (77 I: I� maximum slum 3". REYISIONSI P� C>rmes/Corning Fiberglas 1C4•%UWMD system, koMv�.l�;,l. CU' i;J. II F ' - -•�� !� j 8. Reinforcing Steel: P10 A. ASTM A-615 grade 40 deformed bars, unless other- B. Mechanical oQntilation to provide two air - II !! / c �^ FP�r-I�.• Wisp noted On plans. changes per hour. Toilet resams to be mechan- Imo+• • - " r ica 1. ventilated to provide six air changes per Y I I G �-�•, f CY r Y P 9 p L.'G.r hour with fan operating off of light switch. 9. Metals: 13. Plumbing by separate permit. Plans to be submitted A. All structural and miscellaneous steel. to be by pl=binc contractor. K.K. I,,,, �.`.I��+I�C.��r✓It-AC I I ASTM A-36 unless noted. 14. Electrical by separate permit. v,L; �~J'T�• ��!' I� -- "� ! B. All bolts ASTM A-307 unless noted. 14. Occilpancy by separate permit. �- I C. Welding: Per AWS standards. 15. Warehouses to be unheated this time. Future heated C.C�Nh:• ! I D. All steel to have shop coat or to be galvanised tenant space will be designed to conform with -�" "- - - - II .-. ^ - - HEsa DRAWING! ARE THE if noted. Chapter 53 of Uniform Building Code Energy con- �I II I ,) I II I C4' J ROPERTY OP MACKENZIE No- AND ARE HOT TO 1E REP1114 /- r pNJ�L ! servation.~ ® ' I ,� I 'v t�p� %� r� 41'U I 'L ��-(p� NFU ARE INCORPORATED PE4 10. Carpentry: � ��'P� �_�__„ nUCFD IN ANY MANNER.EACEPT A. All nails; to be common nails or galvanized box. 16 . 100% spri nkl eri ng per NEPA phamphlet 013 latest .�..\ WITH THE WRITTEN PERMI!- II .1 � SS T MEL No bright brnc nails allowed. ed . , typical throughout , © �I"�N �'JI• '7) I�'o� �� '� �^ �.i�.Y . B. Lumber Grades: SHEET 1 . Studs: DT Standard or better. 2. Plates, blocking and bridging: DF 012. r 3. Sub-purlins: DF 01 1750 psi L p 2 F%l�j�,✓,,�/P/-` r•,;�„•V �• (�(� �� 4. Purlins: DP r 1 unless otherwise rioted - (see plans) . 5. ,All wood in permanent contact with concrete ( 4 to be pressure treated.. JUN w � ,; , of JOB NO: MACKLNZIE•EUC1NEERWC �" `'i�lr'lb III...,,,. ____.-.-.. ...._......a - ..ani.k+a�'wk.i,i._w•ar-,.wJly'ta' .....,., _ ,. 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L I9�. fS' b IE.-- I2" 1 1111111!1111111111111I11111IIIII111uIInIF111uIIlllllulllnllnullnllllNallu1111t��11�1u11111(.(��,(I�II1nIIl1�I11�11111)Intl{lulluu��l1��IillllftttllllllllUjUI1�IIIlIIIIIIIIIlI1111�IlllIIIll�llullelltl<lbl1.ll�llltlllll,IllllllW�lWlUll,llllllll!l1�lllUlUlllllllW1111 MAY 91990 a..�u ...,._r.ir'� �.�- r..+y,�p,---_---.._-_-. _.-a�.._u..._+..- .`-._. _ .. .. - .. .. n.•. ..—.-- ..... ... ....9u.'T.MrI.•w.�.y�`w•.'.".... -. k..y _...,y�. ..vT a..w M'�_-: .. .-�} .a ... ... - - 0 N C 2�� -yIl vfL 211-�11 •Y _ 2.�71i�11 O . 4'• , - 2h1, - / 2�''v iK� 21 ' 'x" / x'71"C� i O Z 0 - - - 2 ca G ZI 'a '2f`' _I -q ' 2•c vll 1 rQ- 4 clt l • b �'• 2 •o •O 3'14 a'. 4• �1 rl 2: II * �I•G I t , J moi �I! ~ a Q O 2• I I I 'll I 21, �'.4' j1..— ' 11 I II Z.I I d U 4 .O 21 ' 2'V 0 iii1l _ w*.Z> �j c:!�. •o C1 + c N p D - tY (�11+� C� QI¢. i ; (iz) to G.N�j 1 ` C�+ a -o t 4 TI I -021'[0 e po�.D iiink I �s�url� W�.L� I I �2�� -, vw 1 I I t t I i I ci, rJoI�TH LL r. 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Y` 40.0 101 Oil r41- , r lit, , ♦ I I \ / J zA ro - - - _ _-. c, - - - - _ . - - --- - __ __�, _ J..�_ _.� V) .t- �1 tid►r\,�1. - -_ (1__ . .-_. } - �=-' I ,arr �rs I ' t (2`� Gj 1. 1 _• =_ .x__ - _ _. _.__...-1�.� DATE � + 1,•,l7NII.� �L -�,►' a.vxr,,� 1 ( 4vT' �� N . 1240110160 I - _ r. c:. �� DAWN BY: + •_� � ,�• �. arm N -� e � � �✓� ,a r�.o u ., � I �- � Uf✓�rJ I _J R • I + c ►I � ; 1. 1�► . , - I � CSL:%-�P`N E-l• I L�-✓�� , i II c c-T�� I Pi�'tr'I t ( cJ a -i rj � �i CHECKED BY: '� �M�f r'� I l , .��1 M� 1 CO G�- I I � j P�`� �.' � J T � �'� �j�,'' � t►, L. y REVISI ONS LI � �-- 1 - - . � G7 PE.F•.i Cy�• �-r'E h-d tD � __ - . _ �-� ( �;E,K-I I~`� i•;� L-?-:G k-. I '- 1 C�� to '''s' N�-- -,� - -- - - -c F3�Yo1 �- I I � Ri-j PANEL NOTES Printed /W, �-- 1 SLE P'j'L ��Cs� � �• 4 1 . A11 4 5 bars Grade 60 . :.�v��W.. r>�f�.riul�, pl.►.�...�'�R- ��•IfJ�, - � ,)UN � 0 19" 2 . All N4 6 46 bars Grade 40. MACK ,•ENGINURING _- INMRPORATm THP.SE D11AW111US AP1e T"f PpOPe11TY01 O MACKENZILIAITO & AKOCIATES. P.0.T.rG• ltd ) II 1� 3. All 47 bars @ pilasters Grade 0 • IN ANY ARIIIN [T^-fPT WITH THE IM/SAI AND Af MOTTO fE 11fP110DUClO 4 . Panel to panel connection plates @ 410" o.c . maximum. WRITTIINPeORMISSIONl,PMIZA. OCT T- � r I G •~ I ,rc.- First connection plate @ 2 ' 0" above top of slab except ,� �- I - .� rte► �. �. I I ti.► �� @ dock high panels, 2 ' 0" above focting . SHEET 5. All dimensions on elevations are from grid to grid and top of plate to top of slab. These are not to replace _ • contractors panel shop drawings, contractor to submit I 6 sets to architect for approval prior to construct:,-on. I 6. All elevations show interior side of panels. OF Cv JOB NO: 00, _------- -, � 2 .«.... , v d. T:J.'F 1 ^[''.{Y- F,rpA:�;M9" ... f 4 -. .._._. -` .... .... ...-.. 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DRAWN 8Y; J r'pl L��E'�,- -� � f --- G b r�� ,� '�%�" � ,� L-�/C2) i -�, - � -►- I � I � � i I u SNC�., �/+ r.A%wmL mDi.t � ' ' -� I ', ,r CHECKED BY: - I/ i4 REVISIT%N _ - _I y�..__.... - PIN, cvft^r>p- ,;yil SII �I 1�d -�_ �.._. �. - ___. .._ _:� ---- :1'ti �'� (�. E It.; fp�NEL �ANEI. oCi! -,�.. ,� �._ _ sw, _ _ ► Printed JUN 2 11 IVI I�E�D 6.i-Jp6 � � �, � �, — -- � ----1 -„�•-� -•k MACK ,1/• �/4 GIN pir, 9Jn CL� 1 �- -- <:,o N tJ � IID 11 TNEtE D11AWINos AI1E TM r%MpTY w �� MACKENZIE/.AITO E Al.001AT", ►.0 IN ANY MAt Nfll. EXCfwT WITH THE L I�f 7-** 't U FIwp Q"r ( I F T�� IMifA)AND AM NOT TO H II11PROO 1Ct0 L�=Y_p l j�>�^LF'�I L� !�"i-L-/�5 �12 NoR?I� wPlITTIN r/11MINIOV OP M/tA --Fr�Fb ATG SHEET � 5o tJ T'N WA.L�• ---- - - - _ ..� � � r , . 6.0 � � 1144, c- LollI '-CSI JOEL NO: • 1 � _ , _ ' _ _ .., •,,. .. _ ,�,.� «..M,r.....y�K11*1/"+a .-.,r,.,w,..,._, "4iu•ar1�N ....,.. "" ._._.. _. ._..._...._4.--- ^` _. ._.-_. _..,wrsm.rl� �r�..--..... ... r M ^IIIIIIIIII,tIlI1111111I11'111111111111111111111111111{11111111111111111]1Jill 11tIIII111I1111111I111I111I111I111I111I111I111I111�111�111I111{1111111{IIIIIIII11�0' IIIIIIIIIIIIIlI1111111I1111111 NOTE: IF THIS MICROFILMED 1 I' ( 2 3 4 _ 5 6 7 8 9 1 I 12 DRAWING IS LESS CLEAR THAN '— ----- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- - _._ -- - -- - --- - - -------- OE 62 Be L2 92 52 b2 EZ ZZ 12 oZ d1 81 LI 91 51 bl EI ZI 11 01 6 9 L 9 S b c Z 13011Aft +,In1u111►IIIIIIIt11111{IIIIIIIIIIIIIIIIIIIIIIIII111111UIIIIL* IIIIIIIIIII�JlI11lIIIIIIiIJIlU1{IIIIIIIIIIIIIIIII11I11111111LLlll!IIIIIItftIIIIIIIIIlII111�HIlIIIIIIIIIIUIII�l111Illlllllll1111iIW�1111l1I11111L�U111111111111]IlIlI1111�1I111JI1111IlUlIIWIll1 z 1111 IIII{1111 111111111 1 —,M AY 29 11990 �- SANITARY SPECIFI(ATIONS N i All construction to be peer APWA-bt aid.--.gpe i � Coition of trench backfill : Per Section 61 APWA Stantiards�i, � �� f z p GOA _44rt,9cz .0 __Jq_10� in accardance SA.NI`r. ''l ?r�W . �y Ik " the folIo�iag st}pulati9ons: ter- w with City of Tigard and U.S .A. standards. ��. �...• ...�.. H/ WiA► O W Z0 Class "B--t r,c,h to have each lift comp•ac�lEed to ai- .east O • Pipe: ASTM C•'14, Class #2 with flexible gasketed joints ' Uly�g� - -- {' '. 95� of thl� maximum di• • density, i :T+ —"' GT'rIF3c w .• 1`� IFCil D 1 -- me Y. oht�[inable by the I DKK M�J'dHoL.�t. .� Z modified A•A.$ .&I.T.6. thod�ef' com action (deni nat.11.on Pipe Joints: Flexible joints shall be rubber gasketed and confortp - -�8U) . ?C to` ASTM C-443. - • � .�; �'; !_,--' C}W � r.. GILTGN ►SIN � W � o Bedding: _ ' Clads "C" trep�•h�-tc have each lift colttpaarted tl, at 1111, �� l�11C� NYpK/M1T UJ W cr leapt 9 -df-maxi um dry density, obtainable- ; the uT1UTr &A.1%lMI J"r' 1?iCvNT G W 0. Class r4.- im -11 -ther Areas. .I 0 mQd . d A.A.S .H.�.0. method of compaction (desl-qrr► on peg C 7%r OF t&A ;7l is<` c I �' -.-� � CITY � 'rid-*f4P � L1`af+►. z � Z U) N -�. s• Testing: All 'te4ting to meet *PWR Standard Specifications. W I` M l..••��V LMA IfC 1 „'°1:% 'U E N S*�1...�7 a✓=�:�! "E 1L` E,4"leu .'^`;Z W O N U. a a GiTY G+F TICEE�KfJ �'AN�A1��, Trenches : Subgrade~ to be of firm, natural , undisturbed soi] or cc �U�GS i �PGI iT�� "'i�l~�s >�!- .� � �cE�r.,►a2Y, �f To pE enyineerbd fill , W v c ►a" a '" "► '�`«`mss (a E: Z 3 l '11MA t Q Q I lot ,.,O-e!Z5 C&VEFC 93 p11 Verify and confirm-all dimensions and conditions shown. Notify Engineer of any discrepancies prior to start of work. e G�� X - TuP�f11Za,L�*c � O -a C y 1.THI N I-IAI.L. lb-vv 41-,C l~IL Hi WA:'A \ je ._ , �■ SS s>.Ii� N �I41 \ sssssi O a ti ti 82 4 0 ✓✓ .� — -- - -- v A peri t to practice in Ort' has been - grant, . Iry E. 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G�'fG.I� ►slN a W �; _j a Cr W I -------_ llrnu-rY T/ c:i-IT o� � -� N z N W 0 LL 0 • t: N 0 In � v CC m } V/ V U C U m n G �� C 3 ,RIGHT 010 WA' L.IIJp 4 �� T 'I� t_ o _ y� N -:J --IEp,SLMENT �INl: 15L.Ipw.r-I V113 ►_P (oW _ , , 4114 1AT�RPI- TU 4 ije, .IINE -r— CLNE T6, `D-1k7 m _�7LJ1'a 00T -6w 0 2 `(a ' S rUe, otJT Tci SS / � �� 11♦!0� �� r� �� ire � ��W�� i� �� +�� `. • '� 10000 100 000 oo 19 TYt° �� o�<l 4.0 - r Y )E 1 ♦/ ' A pernu t to practice in Oregon has been Q �� granted G E. �'Y Thoxntcn, valid only until official actinis taken on his X11 applil im for Oregon registration ly 111 d Iu J dated April 18, 1980. . . ' I ♦ .♦ : ♦--T1+-• -r ♦ a-�-+ -♦ •� , i 1 1 t r i r T_^-r- T - -}-a t1-I 1 ! t 1 ' I ' 1 _ { ♦ - 1.♦ , ' _-.•- _: . I_ ~ t • - } l 'r ` r 1- _ - - I -'F'- 1 ♦�� i ♦ � �_ .I _ t r - - - 1- ♦ 1 ♦ r. : + ' ' . _ 1. r I_ ,. _ y +�-+-T"T' w .. 1�... .♦ ♦ {{r-•-�� t- --f�•1 t �- •+ } ♦ t. �`F. 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L . . . - _, . ..�_ ._. _4 -r• . r . 1 1, . f . . . . . . , . • . .. . . . • ,-• -w-.- ......._.l ___•_•.- ' , 1' f r . . . . _ . . . . . . , .. _. . • - . , . . . ♦ .-.. _ - .�� -1111 . _ . , . , . . . ( ( .•-- 1 , ..,_. t , i � 111 . . 11 . . . . . . . ! . . . I.T'-r ...t.+ y.t.I I ♦ ,, 1� a , • ♦_1-"«•Y t'' . • • • - f... , „_ _._! . _ .._. _.-._._ ♦ . L Gln 11 I , . }-L « ... _.. ♦ 1..1 t ♦ i . « ♦ .-- I . +.� . �-_. .♦ - _ - _ + 1 1 .__ . . _.. ♦ 1iL�. --I_;;�_:: DRAWN BY:*,PK,. I� 1-. ._.._.-♦ ..-.i �1. II I l r . _ . . .♦_• ♦ ♦ t .._+,-1 . 1 , t 7� _' t ..j y ... 1 L- ..L- . . �.. . ♦ . . ♦. . I .♦ __1 --r--•f •- -'---: 1 , .. .._.a • . • • , ,- . . . ♦'�.. I ..". , . . '1.14/ V! : . : 1111 . i . . . . ♦ . : : � . , .. : 1111 : . . _11 + : 11 . ti . . « .-_ 1 . ..� . ..�. , �_ _ _ . . ._. . _ 1 .111 _1111._-. . __-r� ._. . 1 , _ ..t_ I. __. , . . . 1 . . . . , . . : ' , . . . . . . . . . . . . . : .. . 41_1 .1 +_ __ t . .' {. i ,. . f . 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I't I 1 I I I _I I I l l li l l I I I 1 1 1 I I I I I I Ill 1 ( 1 Ill I l l s 1 1 1 1 1 1) 1 1 1 1 1 1 III 1 1 1 1 11111 1 1 III I I I l I l l l l l l l l t l 1 1 1 111 I � f NOTE: IF THIS MICROFILMED I 2 4 5 6 7 8 9 (0 1 1 12 i DR^.'-GING I5 LESS CLEAR THAN _-- - - THIS NOTICE, IT IS DUE TO ! THE QUALITY OF THE ORIGINAL DRAWING. - _ . { OIIE 6Z AZ LZ 9Z SZ bZ EZ ZZ 12 OZ 61 131 L I 91 SII bI l E I 21 1 1 01 6 -I9�.--, L�' � 9 IS...-' b IE-- Z 12fmi*1 +! 111IIIIIIIIIIl11nl iiiil nulnnl11111 iiiJilI1lIUIlI1111111111111111111111J iuill11111111l1111l111i�wwiIIIIIIIII!Illllllllllllllllllllllllll11tN11lltui111111I11111 UIIlIIIIlIIIt)1111lII11111114ILI�IIIII ijwu111111 u!ii11111lll11ll(Jlll>u1WIIll�I1iihiii 11�l1lllllllllllllll uullll ly}tI MAY , , 29 1 . - " ' __ ___ . - -------I-- 1_111990 .. -r.u00.. _ 44 44___.__ __ _-- - - __.•1.,_.. _ 116.- ._-. ', -...,,...,.wr,,.._.s..._.-_-- 44. ,. _ I - -P - ..._.-,W,.-,.-.,#w4" 4,1„•__. .. ----,,,,,,,__A _ _ _. -- .. 1. I F 1 o � Ser ��. TN►5 LI tA}I' R� 4 N -- - -- UJ 1 OI - GGf�JUIt;-�`'•E "S!��'�1�1- - _ - -� J0-, f TRANSVERSE EXPANSION JOINTS � � Z' X a z 1. To be provided at each point of J A tangency of the curb and at a < L:TIL'T`� TIP other locations as required W to limik the spacing to a L 0 a maximum of 20 feet. W rw m ' I , 11 G l.1 �- P,� �AC•Le t7 G UIZ�� . � `J L. DMS w�Y �- z 0 2 . Material to be premolded nonextruded material with a W Z V 2 .0 _ - y 2F5 .Q11- i '' t �} •d - minimum thickness of 1/2" . W U- II ^I II ► 11 I f od W) og �I. 11 Gj Olt � TRANSVERSE CONTRACTION JOINT � � � 2 0 �, �1i � Kow►.l rye'%' _ - - _.� ` .,\ `y �o 1 . Spacing to be not more than 1 m a �. C� 10 feet . tt � till I> 2 . Depth of the joint shall be at Q �� /� -_ _ —_ .- -- -- ---— --- _ ��►- _. o G J I lir P ] o I ' least one fourth of the oAC7 �, __ - —� 1 -6.0Q i, SIDLR V�Lll . cross-sectional area. � 0 �• — '�j/�}1= GK U�N l.D R-U�-i�., 1.�.�/E..� i N G, \ ,I C.LAS� � 'I ASIr''� -' L �-C C..12 r"-r G4UtG- h� �C( L. G.C�N�!'r',�7N�✓ !�-� I ' CONCRETE RR3AKING STRENGTH � �-E _ 211 `•�A�� I �I� ��F'NA� ; C.• G� rJ C...'��T E ---- - -•'� � - I�C�r::. �. C„ or+,.�./l fv � `� 1 . To be 3000 y �GG� I ;N-J "D LE. G I ✓ psi after 28 days. I,2'` ` ,�, – o ch U N!:G tt•UG tr-,�'v Fz,�� w L� t `/• /(� �` ©TI G..•I'� G �I�.�� TG� l�`�� G �� 'Ci/ Y`J{THiIti � - �1 V�.J• G�I '� LJ� (V� L.� .J ��/ G•�`i'� =��wi,�ccou�,l. -�-�.;�-�,ri�rE ,�uc�=r',�-ic,� , U C;; �.. i ��-*' I✓ ...,.- `-, �,--r :;i�..l 2 `�i !�..� �J�q_, ` P f�',X�f'�."� I/Z'. : r%C. { '✓�'� ..�i III,� —Gi I P ��C.A A�> ',7► v�1 N� P I I-I I __� 2 I► f I_ C I PICC :-G'!✓.G � �'i�N��►atl � S FL rL'�, 'rN I'� s} �1° O N - �1U'hj-r _ , - , _ _- ,�::- `aT►-� r'''�f�4CiL� '^.t�, p'•� �L�P� I I Pte►M E � GO%/I R, 1 .� �• I A' 1 I I + �. L � 1_ v �rv,6eL P F�a.r11E 4' - -... - �C � — �! , �R-� �L- i UTILIT`f D 5T _ ---- _ 0 °y N a 4 ,01�1T Gtr N G• ''� <-�. A r;Td t to pract ice .moi �fi►S"'M G�I�, in Oregon has been 1+ I 4-1 t", Al... ✓;...Ir!E•'•L' ►� granted Gary E. � ! 0� --� ?p �'P� N Mp:.l= �' 7�I Thornton, va] id only I`-�=R , I until official. acti V " 41 � �' I i s taken on his CL v { - h:.C�� I f AE4 ;'-O� apDlicatia>, for t C r� ; y } "� Ore-gon registraticn G,G 2q c-I �I i p' P�• — dated April 18, 1980 - - -- - r— - ,. 211 �i10 Mi F, - 1 r F- L O �� C'�; , � J — `•!C It-�1�`� �".�hJ ��.G= ....J ✓ --+, •l.- I._ ' �.l CO �� 1 �•'i�t u� -;,� �'1 I�•I I-� G l - p, pw , 1 17o Printed C" P,a�l I, . c-1 AU 21 �� D'T'I_, I /P� C �. '� ►��8) '`�✓8'' �� I��Y-tol.l Nl�,rl.r� II a -- MAK ENGI kINQ i ENo dI�GC ,e. T!�. F —P'It�. cal�A�E - -- - � INC0�1� Afi AT E _ yr. ..... .. ,N WT e)ri b>� I '•2 P r- Lk - ' DIRA N BY: o -- J 0 71 �? ~ I SRW CHECKFD BY. a1�+pi.. ► � ., , _ - � � �.,L ---___._--- — i ` I �, 1 _ _ _ --- - REVIS-taNS' T/GUp�► - • � ~- E i ! Got�;f�r►L-?'L°p '_ v 9 21'0 r N Q ' /go f ''�, I! - - GG��iC• G I J R�j r P? 8 )k g D P OSr?• 1 '' ,�. � I�I�•Ck.IBT � leN�•N01� �C7D � `t=� I I I T N �.� WILL. , ✓ e;kol, T EgT gyp► I q rJ v �� ' �I� 1 END c.,,►••P�I `� � ! j - --_------- -_____----_ r IN'�� L/►•TIn�! Gorel �4RM To j i 1 i II l ` ��O 7� 2 ,, x �,�d LC�N�-1 ��G,I � ?NESE DRAWINGS Alli SME pI.J�. o� TLI� hT�1.1�7l•Rv� M PR(1PERf'v OF MACNE'41:E Flo f �+ �'] /M.� /� INEERINO INCJRPORLTF.OEQ Ll'--r G�� sv:; ri V� , .•�� Pftt LPIN CI i . 1(,/ W`7HE9nTHE IN NOIIRIT1EfNR�PERM t IION OR MEI, UNI7E!Ie= P,al►,�la� ��.� tJtJG�r; L�++ LPEt7 �K�, SHEET- - _------- - r '• ` ``` e1 r✓^ N9i ., R.cf `I 'v �ilf p•F_F-a!IZ ?CJ Q�%',6 f,� '� 2 y0 f ,__ ,y �,• ars TNS.. MA•y[. C71<-r �EN�a�TY. osT�►Ir►�.6GG: I �� , , r; *Y TI-IB Mor�(�ler� �►.,�,-s. F�,'":G, MtTNdt� �"?- �. _ � r; r` ti f r L. EL) E 7' �--� U - L. . L. �. �..� 'N I , � - OF �� JOB NO: - t I .+ q"jJ��) h:;;::... x N '.- .. _ .-_ .. _ ....w. w...y. . . .✓111tJ7"Y!FrA ... ,'. .Y.tM ..wy. .- ...-- ..._ __ -_. ...-. -� � •. ► _.. , 1 I I I l i l l n_ III I I I I I I III I I 1111I11111111111I111111111Illllllllllllllli11111�1111111I111111111111111�1i11111lltlll1111111111111111111I1111111 'rr "' NOTE: i F TH IS M ICROF I LMEU ►- I .. - 2 -`� 4 5 6 __ __ t3 9 10 I I 12 I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- --------- ____ OE 62 82 LZ 92 SZ bZ EZ ZZ IZ OZ 61 BI LI 91 SI bl EI ZI II 01 6 9 L 9 S b E Z 1" ►'" li 1oil 1uI11nn�I11111111�11111111111,u111AIIIIuulnnlnnlnl111u11tutllu1111t1lllu�lllllllll Il�llllllulln!IItUIIIlIi111111111111111111f�llll�Ui!IInIImllnllluulllllluuluttllul�llil�Ill111111�llll�llll�llli111111111�11ll�llulull�llllluulllllu�illllultlullUllllulnl I BVI Y A 1 90 1 i 9 .._. ..- -.ice_.. __._.. —,....-.-_.may. _.-__ .yFFy^r. -. ._...._-_ ...--....W—..._._r- --_. _ __---......,,.. ,y..__� - ..-.r .--._.U .jKx(c..._._ . ..w....-..v,_.—.._... __... _..... -..ad.._-..., ,1. .._ ._ _. _.n.,y�- w,...}' -__.w• ..,�r_... ��-' _- ..-.• - __. «. _. ... t ,r r 0 N ATAIr1'ARD MN. ' A FRAME d CGVri: I Z FINISH GRADE 1 SET FkAME STEPS „ . 0 0 IN MORTAR.--- ORJUT ,•� Ire MAX. 12"MAX. Olw it . 4" �I s1 1 �' I I � � � p CONCRETE EXTENSION — 00 z I ,,,.— •� ^ I 2 i RIM@ INSTALL AS RL,2Ui &EID A �/� �''� 1• --�P! M TO BR;NG MH, COVER D �- I\ `e I I \� V/ . . FRAME TO DLS,GN GRADE. .�-.�� ! STANDARD MANHOLE u I— (Mori. 3 rin611 ) '� t FRAME • COVER Wm; ECCENTRIC ', 'I I"► 1 +/ / ' � W V 1 _ +� IL Q •- ` M H. TOP� : .:1 .,.�, �. � -•� -...._.._ - •♦- --- 9 E t FRAME - - � � � 1 - 1 1 _ �"' 0 t s�_ L z •+ 12 MIN. • ,. � ~' I --.. FINISH ORA01: IN MUTAR .+ H I RAM - NI:K JOINT 1 — _ _ OR I / _ Z Z � • � MATEkIAL OR EQUAL ��= I ' 'r � - - - � W�� GROUT 4 CONCRETE EXTENSION W 0 �. �. ._._ / Oar • i 1 I \ ( I MAKE SURFACE OF la•• O r, h , _ _ _ N I N A I� T QOTH I• ' -"� f• 1 1 - -� GROUT FILLET ED - -- � �= I T° .'•!":,; ''�, '.�, ;' :_ �- � !�FhRM GROOVED IN- V CC •'1'"_�:��1 •;I \ 10 �' '`if;`'� •, �!.� ( VERT Tp DIRECTION U ,r— /�j• t I ." . . •y :�,: ',. ��a I, I � OF FLOW Z Q __1+�__-_ _12"MAX ` ! ./ ~---RAID-NEK JOINT I Q U 6T'EP9 : y'' 4an '' MATEkIAL OR -'ST' T'' ST'D 46'I o j i �,�``''��' r Li-I ?•l...F' I �X% Lc../ ��Ct.�!`I I►/e►� . -'"{ '• L_.N_--� l.G u Iv"''� -,-A N "�C�N N L. 'I' an D 4d dMH. RISEN + I COMPAC-"D SRANULARBOOM- 00 �� Mit RISIE R3` ' ■... e Ei ``: •� ✓TL, �'� I+ U��,, I„i ► +rC: +�..- 4 • V + p o r 12 MAX. ` 4WAV O 4A �MAXO o0 0 o�G UNDISTURBED 1 INLETS- OUTLETS A$ REOUIRlO, 1 I�. iNa o o d O n o EARTH It WHEN SEWER ENTERS ABOVE F ♦'J�.+...,G u oHOTTUM OF MM FORM A A F �� NOTE : 11 I /ft $LOPE N '8 `�171f. $LOPE bo , FILLET OF GROUT OR CONI. -`� I, 4CONCRETE EXTENSION RINGA8 INDICATED. • • E pp/ MAKC 9URRACE 8MOOTN A ^� j. '. - AL ' ' INSTALL AS R QUIRED TO BRING FORM PROOVEO INVERTMANHOLE COVER S FRAME TO • , TO DINCCTION OF FLOW • ' - , •. - DESIGN GRADE (MAX. 3 AIN .u. - r o 12" LAYER CO,NPACTED I 1 - J ° GRAVEL( J/4 1/4 i�� o • • + boao°oe• o°o° ,o o•• t�• o • o eon a v d ° a• ` a :. • i " �' ) 2. INLETS/OUTLETS A9 REQ. • t- I 1 + 0 b:°a ° ° a Opp p p a 0 0 p p 0 x--12" ,_AYFR COMPA CTE D . \ �•f�-,9�T J GRAVEL (.5/4"- 1/4 ) 8'0" all'N. �� \ � 61-0" MIN. r.�.. ..___..... --_'p� _ - I --- � I � ��^•� ,� `� Gp TIGA D RCNLe M1df!' DNw aT R.L.Y ecA' t "°Nt CITY OF TIGAaO OwM. e•r , � I DATE a Ia-7: STANDARDS STANDARDS 11"I _ A►RVG 1fr / DATE A-�T--7S . S LAI DARD IMAINHOL " S 1ANDA,RD SHALLOW MANmOLE R[V: DEV' DRAMI11e MUYeEII OVAMINp NYMYCR U.S.A. 499. 71-e, $-11- 71 USA RES. 71-0, . _11-TI 7.r -n3Jl -� STD MH FRAME 8 CC VE R - per, 3� _O GRrj j --•------ FINISH GaoDE � - 4 ' tKTENSP.N pl'.G -.1`1` ECCfh'RiC MM TQC - 1 2-I �• I 2'--0"YAX ir RAM NEK JO NT (MATER AL t - OR EO,.'AL-- .-/ i '• I - - --- --- - r�`.r,1/� r/r /C l.r-� S" 1 r/�,A41r( /-,7 frrc.l/r.. (;f- wlie �' STEPS (- _ - { Il TRENCH WIDTH 1 4 MAXIMUM PERMISSIBLE I I J - 11"GALV H---%•+A!L , 1y_- ° . - ( AT } NATIVE ^ 1' - MATERIALS �� j 2"-0" CRUSHED RC CK, CLEAN, t' b ABOVE TOP OF PI � � I �� r N A`"•�! "" •=- ( 1 DENSE , HARD AND COMPACTED. s10 49" MH R CLQ •' -2 - 3 PIPE— SIZE TRENCH WIDTH ' �' ir t j�--� 1� 1KAKF. SURFACE CYr.pTH - I 12"Tvo� 2' 0 " r L. ._- • 8 FORM G A U O Y!'D N Y E R T _-�'• I -� -- TC 71kECT,CN OF FLO* d 3 to rz z ' ;a 3/4 1/4 � SELECT GRANULAR MATERAL IN PIPE ZONE 95% COMPACTKN'! ? U C '�- • RA ht NEK J0,!vT MAlER1AL ! 14 2' 8N i ' ' ..� �...y I1. 1.1'�It`'( T 4 { C; k OR EOUAL I » I I ' I' -Awl , ria > 1 1 1 ` ♦ -- $"MiN. I 1$ 2 f0 ' , a:• / 6" �h E/(k ~ ll IG N 3� G„ ..• • • _..� r `� i �. ._ �, J• _rt ! 1e 3 4 ,' i PIPE , DATE 1. I --- -•••---w•. '' I ZONE A permit to practi0e 20 3» , ,I _ r , in Or-E3c�(jT1 hash 21 .1 3/ 6„ :,, �$ gr&Dted GaLry E. DRAWN BY: .:_ _ ... . I� '�._ 1 24" 3' IO" •� M until official actlan ------ - , 1 I s ` o -�,N o. i • o f2 LAYEIR CCMPAC*ED 4 MIN. rr is taken an his CHECKED BY: GRAVEL ( I� ...0) « r application for — - �spn % Z1 4 2 • o o D •oma•�e� I D/Z �� • o c � � .:>� Oregon regist'atittr REVISIONS -E) 4, 6„ dated April ).8, 1980. CaEFJ F-�'Y 72`1180 NOTE - 33" 4' 1d, I CL NCRtT E SE WER PIPE TO 8E CUT AS NECF SSARY ( ------- j AND FORM SMOOTH JUNCTION CIMANNEL. ! 36" 5, d' 1 : 1" CONCRETE f X?ENS1ON RING INSTALL AS f 42" 5' 6'r RRGUIREO TC BRING MANHOLE COVER 6 FRAME E. 1191 14 �� °� Fri ntc� -----____ ---- VS6441 Opium (MAxIMUMI 3 R,NGS) I TMQt[011AMIN0�AMR:n!FlIOh11Tr0, tcAl-c. NoNt C TY OF T'IGARD a" e,, 6{j�" MncinN2lerwTO a "SOCIAm, F.c STANDARDS A P A) MA OA T c •- 4- ?a r.r• /� IMILIA►AND N�MeR�, exce" w A,RY et N OA1i :` ` 1 AN M'IIYD DY,: r'r A Q •_U G •* '�� WRITTIN PW MNAMDN OF K19A. STANDARD TRENCH MIACI(�- IE ENI A�N1 SHEET~ n� !�, l..' ('') 30 T H U R 4 8„ P I P E i� — ALV. ANAwINe M11NeRR RFV. MQMINr . USA AEI. 71-e, 3 :, -71 `?3 -A - 3C,4 ' � --r ►i 1 0 ole I Jos NO, ?90326 p t I t �• .-.:..._., ,_.wen, ,nom_...---•...r.........-...,.._...,• . . ( , « 1(ILII►�II11'(11I1111111III11111,1111111111111111'11111'IIIIIII1�111I111�111I'll�1IIIIlII111111111111111IIIlIII1IIIlI11111111111�IIII11111111111III111IIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIII�i+jlllil ._- I NOTE: IF THIS M ICROFILM,LI 1 2 - 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- -- -- OE fiZ 92 LZ 912 G? 1PZ IEZ ZZ IZ OZ 6!1 HI LI 91 SII bl EI ZII 11 01-1 6 9 L 9 IS-•--1 b IE Z I a'rlsw 11u�Inllnn�u1111u1I1n111111lnuItIIJIm111111111111111I1111111NNµ1�lU1Ill1llIIII�IIIII1111 1(111111111111!IIIUIIIIIIIIIIIIIIIlIII111141Illllll!I4111(1tIlIIIIIIIIlUll1!)IIIIIIIIIIIIIIUIII�IIll�1111I111)�III�IIIWWIIIIIIIIll�llIlI111111U1)Illl�llllllllllUlllllllllulllWllll MAY - 29 - . 1990 N Z R � OU WW _ 0 O CL a � Z -''----- l UJ W 0 b Z n. I I It ► r,Lj. 1 I ) f - -'1"0!� o�• ��" *.I N I N� Imo►L i. w I N I N U � � a I l a I wA�C I I '` W O 6 U - �L'�ININC1 r J 2 0 x , a SEL IbNT P to U 3 v Ed _ V I (�- +�L TIG 11 - - --I A permit to pract ice in Or_ on eghas been Ll �t71 ( f� ,,s. ....... i I I I i t ✓ 1 ..*. ,r,•... I granted Gary E. Thornton, valid only ti�G If�,1 �UNoRL-M, - - o �$• f until official ac-tion V i II i! � is taken on his `] application for Oregon registration datedril o --- AP 18, 1980. , •-4 11 I I i i 1 - . . �TVt'^ Lw RT TI 0 v i ` � -- ___ �� . • 511 ,,G -4 ow-Z. c Oct' „� 11.1 l.l. UlG,1Z"r, ST L. ,• 4095 _ .� • �r�W�sI r' C I "Y'%G TII ' I�� f �i� ' ? V''I I��'ll A�G� _ ' 04e 1'-�11 �G � 1�.1 ��.r �i�.7�J r� F 5th. v .t�E O • ° _ ,+x( N C7T I I _ � - - c�E Gfa,A►I N( t,l C� � ►1�l t. I,,,t►� F I L L I - '11fak�.' ' 'I Loll UJ U LPA I LL. _ t yi ceeYE 12 GLK TY� Ai_L �'rL . I ao DRAW1 BY: _ I d ; i ; ►, - , o I ,� «,� . ,I ��G �� CHECKED 9Y: 2 c I.K T`I't" ��. v��.T. I EXTEND ��, I�QNa• ATL TI-1I'!P 0 r-,6. C,a Tc7r or- 6v 0IS �.� } d t I II I I II E- - Ftp- „ G ) NI h1 G^ EVISIONS ,,�► I I II = . . + �T { + �-o � I'.ea (! ,-F9 ►.N h \ . �I Lp.R. 1 t,1. La ��.,.��I, _ T 0 �.p IE '1 . !� R� l �IGL ♦}s-.. Va _ I + __._ -1- (2)�sf- ►�o�iZ, f �"'Z _ r� #, r�1 I) 1 a THESE DRAWING! ARE TME �/ �O s I �) /G O PROPERTY OF MACXEN2IE NCr INEERINO INCOR►ORATEDEQ II I ,y ... r .... �, 111 III R .-I • �i --� ( Ido L¢� �i ') a - ice._.. ,.r • MNTH ARE WRITOTENE RE NO- 1 I f /U I - I I //- + , 1 ` .-----_, -� DUCED IN ANY MATTKN EXCEPT V ..alb r (y�� PERMIS- lION OF ME1. s GoNTJ• 1*- a -----�-a- ----- � ' - � i1 � I nta SHEET I T, - I 0 -�� G� :2 I I-l /t, -4 AUG 21 - ' KAKI ,f Mi+fiERINQ h� o INCORPORATED II _ I IBJ i/r,..l L.� I I r� IBJ j ( L T I I �.! ( IVIIIOF.... - ► . L I rrrlMrrrww . .r rrrr ■rww.. .e.. arsu. rr . . rrw....w + JOB NO t ► � 1 1 II/III1 .''I.11' 11f1'n. f..l' III III I�IIIIIIIIIIIIIIIIIIIIII111IIlIIl111'I'�'I11111I'I11'I'I'I�III�I1111111I1111111IiI11111�111Iilililililililililililil�lillfllll�I�IIlII11I1�{�I�I'1lflllllf"! �; .. � NOTE; I F THIS MICROFILMED I 2 3 4 5 6 7 81 9 I C I I 12 DRAWING IS LESS CLEAR THAN - - --r THIS NOTICE, IT IS DUE TO INE QUALITY OF THE ORIGINAL DRAWING. -- - -- -- -- -- ) of 6? 82 1 9z Sz bZ Ez zZ I Oz 61 91 LI 91 51 t,I EI zl II 01 -6 Ia-..-'-.-It 9 IG t IE-- z I31ol•" �nlllnllilll�uul�iul�ii�lnu�uulln►�IIuIIIIlIU1111111IleIIIIINI1111�1U1hIIlIJ.INI111111111�I�1.I11I111lIIIJIIIIIIItUIIIIIIIIIIIIIIlI18MIllLIllLItIIIIIIiIIIIIIIIIIINII�IIIlII111IIlIlUI1111�11I11ll�I1U111111111ti11ll1�11�111�IIWU1J�UllW11.�1UIlIIIIIUIIIl11I111 ' 29 ... 1999 .:.. ,.:� ,. h t*• rami 6srnz ra,,. •rrrrn�w� r Q N O6 2 (40 • Cr (9 Od WW a fe EEEi o Q w "` Z O W 1" w wf R! Q zap z1 W �� 1 0 W v� Vl►- � V� t~i a F- U Vw at< � m �. afLA,C) 0 ~Um _ N C Q�` a . _1 ! 4 AL _ 3'I��R -- - - -- 2 GLS '�`(►" AL1.. } -s/0-T, S T LL �i� L� Z I � �S.IL - - - - — Q. SII � ELS it I � 1 rented DATE -- AUG 91 ,1281 I l ! �l` G•GN�; DRAWN BY: ,.r� �ucK �EINE co-I MWa "PO RAtto CHECKED BY- �11CIL11L . REVI I S O NS THESE D,.AWINOA ARE THE PROPERTY OF MACKE, M -11/EAITO A AECIATEA, RC ��111 ��' I �� /G C'�' `� • �`- ` ( IN ANY NMANNEII,nARGINOTQ CEVTEPRODUCIO WITH TN, WhI"WN PERMISSION O/MISA }� ' 1< — + •(� '0"Z'� % C,Cjt.J� SHEET �. A pe!><mit to practiae _ in Oregon has beer► granted racy E. 71>,0rntan, valid only until 'official action ,'I is taken on his -- -- appl i rat ion for Oregon regi st ration 0� t� ' dated April 18, 1980. "''t�',, : '� J90 NO: r1 1 1 1 ( I I,( 11 111 1 1 I III 1 1 1 1 1 1 III 1 1 1 1 1 1 I I I c + I L I I 1 1 1 11 I I I I t I I III I I(+ I l l l l l l l l l l l l l l l t l l l l l l l ! 1 1 ?s WM?.auau e w,:,=,�""0" „w. I , y 1 I 1 I l III I I n� I I I I I I I I I I I III I I I III I I I III III I I I I I I I I I I ( III I I I I I I 1 1 ( I I I�ItI�I�I�I+IIIIIIIIIII111'I�III1 NOTE: IF THIS MICROFILMED 2 3 4 - 5 6 7 8 9 IID I I 12 , DRAWING IS LESS CLEAR THAN -let.— THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. — --— --- --— — -- -- OE 62 92 a 92 S2 bZ EZ 22 1 OZ 61 BI LI 91 GI bl EI 21 11 01-1- 6 .-1----'9-.--'-- "L9 fS----' bI 1E-- Z 13#01. I�uluuluulunlunlnululiluulut1I111111111II111I1111I11NI11111�1�,UI111.ljj.INIII11IlllLI�UlIl111I11+lIIIIIIIIIIIIIl1IIII1IIIIII�lig11t1�111►Ii111Itt11IIIIllllil1111!)IIIIIIIaIII11Wil�WlllJlll111111111111111111ll111111WllUU�11U111!llllllllllllllllllWI111 - 4- 29MAY1990 -- -____ _ ._ . ._-..,ems--._-.__ _ _.--.__.___.•____ _ _.•.....� -•.a. . . .. ."Immaw =Lft— "Nib_ 2dl►7�h4°�I'htrrrc.'bn . a?n,n �Ws.:•x ".. ` x ',•.;-ar„ All5, �. '7� "4F" .I f(x'Yk4l iY"'rllfi,4..lku,�'(! Va'* FRJ'>hFl6^4A(llWF�1�Ic; M ... d` ;1 r o • N z can opp Ll 0 O r Z Q — — --15►K.6, STH O W% a Z 4 j 00 ------ cr - eLvo a. lk uj a� T' %r>c�, , a - ��tT 'SRN �.AN�s _ _- Z a • `o c _i I I►NLf+►Ity C�•I � �/�/. fc rL� Pn�/I N 6f t'_-' '--� _ -- W W (v) _X N� SINE, p ---- ___ .. TA.pf;�1� n,•.ti IN bT a fl*i- •.TA.r °>'Euc, o� ��rr STa.7 — -- - - L _ Tv Ex I - I G �. �K o♦D.A,T O 0) O FEAT+-IFS tx,,�N T , � 's �.+o�.r�y5 Cr•I L) a� ' - -- W c _ .._ _ — -- •� _.--rte_..-„ - _ -- > �--- Moos H z ao imO �Y� M R M�. F_!' _ _ T LIE --- - _„ —. �� ►LK - 3 --- — - - - - V 1 ►�� I R_5��x,50 — =�G.o' \ �, ol\'.�. �_953. v�GvErt,- �� - 17a cl) Ls ,23t m ��U° 210 �" A=��°27i 7�i1 •\ ', � a° 78'Z!�Ib° v G' 24 +� e, 1-EP7 Pl1 a VP STREET' o TURN - HAr E � 7'H d I • .i . ♦ , , . l ' t , ; I 1 1 I l- ' I !._ , .� ♦ r . I . ' ' - - T- }. - + -- - - t • -. , T j:, { I t - 77. . 1 I { l t.♦ f { , -._•-1 ._ . , ♦ t • t_ f-. + ...�. .. i. 1_J-t 1- t • 1- i . , , r , • _ . . I . . . i _ . + . . . . . . 4 . , . I . . r . . , • 11 .-_._ __. tirI r t , , . } '�, , i ,_� IL + ' ♦ � � ` Ir }- . ' � .I Ii + .-,-r -. -. . 1 _ . +-+ Z UFaS: A30\1 t r t- _.... . . - r - . . . . •.• . . .- _ . . . _ _ . _•,.•}_,,•1 r~. J I►A 77 ? L-{ I . t f .4- 1+ •' r .� � I C' „ . r . r r - -III . . . .-. . ... � �_. .�-•._ � ,�-r I , __ ..._.. .- ILS . ._. ..- , . - .~�.� ..- ___._ ... • i . • .-- -.. ♦ - ..-....1 .__._�-a .._. .-- ... �-.-. ,�♦--4 a ._. «_.._._. «.. -i--_•....--•_.+--_ { � •� --1- i .ice... " L 4� L, wF•4 oN. : . : : _ LEAS LA 11611 � Hok L.TI r71GAL: . HAi—r 5Tf;�ff T IMP`IR0 /ff_ -rJT I : . . . : . __ _ «__ ._. . , . 1 _ ..♦ _ _ .� _ _. _ _, t a . . , . AT S T� HIG WAY� . . . . J , . : . . : . : . . . . ; . : . . . , : : ' : : : . , . , r - `i`: fi�. _ � . __ ♦ . . . . . . . _._ _ ---- DATE 774&1 .. : " : ; : �: : : I _. . ._ . 4 . ; . • _ . . . : : : : _ . . : _ 1 � . :.: . :_: _ { : ". ' ' : . . . . . . _:. . . . . _ . . �. . _� , ;-- - _ � : '�. DRAWN BY:fQ� - CHECKED BY: � : , 1 : : � : ' . . . ; : . ; . �'. , : : . : : : . . . . i . . : : : _ : : : ' : I . : : , , ; . .. : : : : : . • ' : � ' . . : : . � : , , . : : : : . �� . . : : : .� ' : , : ' . . . 1- � : .__ . t : . . ; REVISIONS EH REV aK .4rt : � : : (tI tad , r 1 t � a i ♦ IHE �I" r•- •+----♦--r•�y-.- ...._ _ - - - E R TD ROA F 1 N 0 S AREr. N G- . ,.,.. - eINC NFEPRINGVINc INCORPOMA RATED Q&EE I 1 .. , f1 '-t I . t j ♦ , RMN f� AND 4RE NOT TO BE REPRO 1 ' ♦ : . I . I l I , I��a�fan�r OUCFb IN AN MANNER,EXCEPT • i i 1 ' r • � i WITH THE WRITTEN FERMI!- � SIGN OF MEI—'----------- ---- _ SHEET OF JOB. NO; _ -- --- � ( �,,,.._.. .., :. '11'I'I�I11'I'�I�I�I'I'I'�'�.l�l�l'Illrl'IIIIIII�IIIIIII�IIII�lllflll�lllllll�ll'��II�IIII�IIIII�I�IIIIIII+IIIIIIf�II��III�II�III�IIII�I�I�I�I�IIIIIII�IIIII�I�IlI11�I�I�I�III�IIII{��I�I�I�I�� _` `! .. I NOTE: IF THIS MICROFILMED 2 3 4 _ 5 6 7 8 9 1�0 I I 12 rw...r_________ • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, t)E 62 AZ 12 92 SZ 02 E2 22 IG 02 6t 91 LI 91 SI bl EI 21 II 01 6 9 1 9 S b E 2 I =71 Ir11�1111�ull�ui11u1t�nnluu�uUlu11�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItl111WI1111lnl�Ilu111111�I�Lf11IIIIlIII!Illiilllllllllllllllll11111�II}II111�111�IIIIIIifIIIIII111NIIIIIJIIIIIIIUIIIUIUl1)fll)�lluVllll11111111111L11�W1WlI�llu111111Iullflll�llul1111+1111I111f11u1luulnl MAY 29 1. 990 w . r I , y ' � 4 u 4 :& 1 �a R .V •' N - O r u 1 " A' L 1 �•3F:1��'.' H Til, ul Q � NIP 1' \' ` cl Z p I f -- u) a 7 I ILA �3dJ z � I1,4 tq/61 �M Ai I tWvI�,�Q�;' I� . Ri ' k7 � " °'� �; � ti� � �'"°t� f .�� ;�� - -- .__-- - ,,:.;i�� _ -:----- to9 � n ° a; aic _ - - - - - - -�_- -- --- ---- �T , on 04: —.:_-----— _�__ ._•-- _•_....�----- � � � , � �(�I I t� f,:i , 111 1fN � ��j,� � � • - - __ •• — .`—_ '_ '" :='w__—_� -_- __._.-�..__.__.....- .........•- � - � ___ � ` , � � � � � N 1 Q , ry , J O, I Q•Q' � L' ., ^ I i I � I I ` ` K� tr ,,. to a 1 IY e I °1 I Itl►i 14 tI IV ` \� fti% ellF • 4 � Z '.,TT __..._._.. . _ _ _ r u., Ab G LA �( �t If a M,ACK6Nt1�'��'��Ea�NG INCORPORATED ila y i r _......,..r ...r.�.wry..�w..a...rrr� ...... .nr ..«.>rn�o......��.n+.,�w+ .......:w.....w...nr.w..+-�...�.+v,...rwlw. ' ....•_,..•.....,•. ..._........._........ . - _...e.......-,,...ter sump.� _..__. E -� ..- . "•`- _. ....-_ - %!'r"Mllsfp.f�.. ___ •,rvxmnhp,•..wn:srrtnq�a rqr-xn+rx,.;+r.;,y'nikws•.AwM.+A9i��•ti+lacr,+r... M,-.,,.vr»n,p.•++.w,�wT. _ r - / - RING . 1 III III II,I III III III '1iI1 ,II III III III III III III III III III III III1 ( 1 1 1 1 1 i- I I I I I I I I I I I IItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJill IIIIIIIIII1111III1III1IIJill 1 1 1 NOTE: IF THIS MICROFILMED I 2 `� 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN ----� THIS NOTICE, I1 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 87 LZ 9Z SZ eZ EZ ZZ IZ OZ 61 BI LI 91 SII bl EI ZI II 01 6 9 L 9 b EII-- Z I �Iuluulunlnulunluulnulnlllnlllnulllllllllll1111IiIIlII111I11�1IIIJIIll1111IIIIUIIIIIIlIj�IllI11IIIIIIII!IIIIlIIIIIIIIIIIIIIIIIIIIIIIIttIlUljlll!IIUIIIttIIIIIIIIIUIIIIIIIIIIIIIIlIIIIIIIIIIIIUlI1111I1111�IIL1�111 ilI11III11�iWIJ111�111'I:IIIIIlll11111UUlIlllllll!►IIIIIIIWIIII MAY 29 11990 t 9•a�'"'_.. __ _„moo....___..._ - -