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Ll i [ [ 8([ i ii 1 8 B DRAWING. IIIIIIIIIIII II IIII I I III II II III IIIIIII � I I (I �II1I III I IIiI Iillll I I IIIJIII tl I III I I I IIIIIIIII IIIII III I,IIIIIII�1 ,IIII IIIIIIIII I IIIIIII IIIIIIIII II I Illllllliillll.l�ll IIIIIIIII IIII�IIII IIIIIIIII 111111111 ►� II tllllllill IIIIIIIIII�IIIIIIII IIIIIII I . AYM 21' 1999 1 man— C/ LE-17 77/7 14cr --TAlvo4RD `PE'C/P'/,r'HT/4vvs FOFi /�?l/Cru,�AG <ONt'F1f�TE; r�C1 �O� jw4Lc .yE f4i�.old Eli. C'SSS c'. C(91V( A-16 TF TO QE Fc/ r 3000 P S" cP 28 dA is f"w 415 /2 oo F'D R ro"5 7 C ✓4 u, /. 411Z X 6/NFc;RC':NC STEE[ To ©E ASTM 14 -60/5 Powr), v io Z. SE 7 /►,07,4/N RLQ rNrO,�'r."/ti"G ?/� rQ4J N' FJh'M 5 UNLESS >QIN'N JTHE�WrSC 3p• 1 r rh- tc Pixlf SNAGc E`� 9U.. /A/►r/6 ria �A . �!?iti/n�N� G/o�.trANlZED KIAF Sy'�rivDA�f'D ,��,'Ati>•r .� r / Co.(',ear 47CD .3TEe c.. PER .00AN/r/=fir7ZV r,S ,3'J`Ntvjm e4. t j /, b'AC'CF/GL MF7TE�'/!�►L S/YA4 L TE F.PE -pk'A/N/Nc; AND SHAL c CD/117,41,,y /V'O 0A6ANIC M 4 rE RIA ! ` - I �'. 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C res - t X 9=4`c^s/2'c rRs, EY O SE rlNANMny a CO.. row?LANu 01mooW a At ' tlt tIt ili iji ijt ilt tli tlt tlt tlt tlt I I tli tlt tlt tli tliltlt III � I III int t11 Ilt tit int i � i � i I I I I I I I I t ! fit t i ili � Ii ili tll tltlt t Ilt 111 Ililtji tlt tltlllt1111 ....�.--. ........, ,�_..._.__. ......•.._..,._:.:___..�. _ �:::. , ;.. . , ' NOTE: IF THIS MICRG"TIMED I I 61 91 DRAWING + DR4WING I5 LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO _ Ji, THE DUAI [TY OF THF ORIGINAL , I ' f Z TZ~ 7, I 8i I ill" Ll i i- - i b(l [ I l Il 16 Il 11DRA�,►� . �11IIIII��IIIIIIiIIiIllillll�ll�lll+ll , I� 11111IIII I I IIII��IIIIIII�III I III'' t..1 I I III 1111111 I'I I II II I IIII�IIII IIIIIIII IIII�1111 IIII�IIII Ilit IIII�IiI 11111III . MAY 21 1990 /'. Vb iL Ttll qc,—r :"� -'-14 a '-, /c' 'ro R Y*e 60 7 /V Z) :!000 uj t: r6 'c" LAJ .4 Ao, lw*,A,,A- R 1vo-,,'-A2 A% 41 f 7,6 67(r �%iL VIEA 7 PIPE; 6 4, P/Pe� 5AIA�.$; 011 .. , 7\ AIVI,c. A vv) 14 V'09 LIP k Z;o 004l.4rZ) i L1 ,SAL A. 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L 111111 1 ,1 111111 I i,ll,�,lllllli I ILII VIII III I I'llll ,tl►IIIII IIII�IIII„ ,SII rllllilllll 111111 Iii ILII IIII rn�l II III (IIII IIIIIiIII IIIIIIIII IIIIIIIII Illllllu Ilil�llll IIIIIIIII I liliil, lilllllll IIIIIIIII IIIIIIIII II I I MAY 211 111990 4 -- , •r _ Lkn 14 t" 7 I � YI v C �`, �M U �f �Y� /� 1 l �,,� r Z NIL - ^, _ '4.. - ^ D - - - 6>-. �' _.J._ _ - - -- -- I �Cj' _I_ �/ I.S.FAC re. �^' .y -" / o v E) W _ X + Ilk- 1w, Alt _ Q - tr 'soI "•di 14 '' EL 1Q91.4�1 r� .:%):��' �'� •i9=s;�! l:;? �4 , F!_ 'a`,,-4" r 11 " c� t ou !) 9 -4 L1.11 w 1�7 r MSL. ; V+ w 1 j E;. �i:�• �l 14 zp� • 0 I Z I TYr� w Z O 149•A' 1 LU Z _Y' I j ' z oc Q , w 1 — - w a � Q z 145 4 1 ,a ! 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IIII IIIIIIIII IIIIIIIII IIIIIIIII III'�IIII IIIIII�Ii IIIIIIIII IiI�IIIIIIIiIIIIIII IiIIIIIIIiIIIIhIII iIIIIIIIiIiIIiIIIIIII`�!IIIIIiIIIII�IIIIiIIIIIIIIIIIIIIIII IlII�I�I� IIII��II IiiIIIIIi Illl�illl IIII�IIIIIIlII�IIIIIIIII�II!I IIII�IIII Illillllllllll�llll IiI�IIIIIIIiT !i�llll IiIIIIIIIIillif iiia MAY 21' ` J990 I "Uwm" ' 'L .__. �M/aN�'..r/ �w�use�wNt �I+Y�rwneeeme*rawurrr,r...:...•.,.,rww.u�Hnar.:.��w«_.««o.rr.•.,.r............_..,.. ....,, 5, I I 1Z'-Gr'r *. Z25'- O S GULUM,lJS 1 ' rt _.. n _____rt _ .�._ rL,,.., n __ n n I I 1 n n ,tr I �. R :�n P. ._ _ .. n 17 ' n r n n 1 n it _ rt ..... n n rt .- n , �- '� n n .. n _. __.. - ---. - _ . . -_ _ _ _ I I I 1 Ir n _ - _ - - Lu 40 I II' • ,�. FtuwwAY w4" Fit r.c vJ ) W UI 7 Z _ - - TOTA_ G12 VT E�T�/►J . i - 111 l I I I AT I",I F:sA-I' m }L ZCI 6C p� SEE NOT>:s 1N I I I I I I EAST WEST o 5.r. CaR►.JER 1 J T El.J v u S E Z ISECTI0" Zr v °` FOR Z-') , 4^' PAYS AT La W I GAUGE PECK I • - j ROOF EEA_. r � wE5-' E►.1D_. . 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J0 r [.UL UMIJS R Olpr- D'3G w1_44 W.I-C7 N O-- a r I.taIAF'+MZf�c31.. EC E5 naE A & TE�wl:k b.�U -AGE! AIDC" rY a 3 � GCJLLUWIJS '' I JI:� sTE}, ,.� r_-t..: EL-E. �TIDk.J 10 c TAT PIA<='NG;A� .t L.t�GE S L.SE I/.L't PLjr•DL._E WELT" "f r:� ; I, ?�O� 7�. C��,GBItiNG� 6�-a1�ts•N 3'TSLt.. JB1 s'S [��. AJ IZ' 4 J.-Ik.la E. sE`. 4' E .k'.�U.«_ -D MCK 4 WEL-t;'S FEk; --"Er-T WHEN C:t�4•P�s !ak'E PERf',►.,PIC!. •k ►'>✓ � a.�+ � 4F'�,'F .5Ar.,PN$ . TG B.AT IL+TBRIGR 5Ur'YG .T-S Lf)E 4 - It, 4 F-uc c�t-6 NeL VS F'EQ AEET 4• Y41a-L> SIDE c_EA M S W/ IIIZ!' b`J�1.,S Tr lar, 'k -T *•' -'A Ll_`1 S VVELU SI%5f SF-A ,N��I/=' WEL►- '� Q IZ"% AT HILL• K.' BTW" IS P I AT �=5T �E 5 ►.1�5 1 _ ____..��.. ..�� L-(-,-" a'.xF . r 1• dL S2 •N&NNON .CO.,MOTIANO,04[1ON 1 - 1 ' / IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIII IIIII� IIIIIIIIIIIII AI IIIIIIIIIIIII�•I�jI IIIIIII V III�j1�IIIIIII II►�IIIIIIIIIIIIIIIII I IIIIIII V III�I�II•IIIIIIIII�I C111111111111111 NOTE: 1F THIS MICROF THAN (, 't I jr,J DRAWING is LESS CLEAR THAN , THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL r — DRAWING, S 16E flL LL Z 9L Z L Z IE L B,i 1 1 LI l i [ Ll I T l T A B L 41 I 9 I f C T: l., M �� IIIIII►!III!IIIIII IIIIIIIII illll!III IIIII!!IIIIIII!III IIIIIIIII IIIIIIIiI IIIIIIIII IIIIhIII IIIIIIIIIIIIIIIIIIr,;1II1I IIIIIIIII IIIIIIIII IIIIIIIII ullhl►I ►III (III��} (III (III (III ��! (III IIIIIIIIII►IIIIIIII IIIIIII► I►I►IIIII IIII�Iiil (IIIIIII►IIIIIIIII IIIIIIIII III►rlll MAY 2 1 , 1. 990WON A - WOW— ___ 4010" GENERALSTRUCTURAL NOTES- r 300 ----- -. _---_---_.�.� - G -l' _• � GENERAL: 1. SOIL PRESSURE ASSUMED 2,500 PSF L.L. AND U.L. 2, FOOTINGS 10 REST ON FIRM NATURAL UNDISTURBED SOIL. NOTIFY ENGINEER 1F OTHER Kv CONDITIONS ARE FOUND. 3, CONTRACTOR TO VERIFY AND CHECK ALL DIMENSIONS, m 1 o -7 4. DESIGN LOAD.'. : 25 PSF L.L„ WIND PER 1976 UBC TABLE ?31, SEISMIC PER 1976 L kGEY� FP': vJA OPt�tv1►I�!+ UBC, 7.0";E 2. WVI 5, NO EXCAVATIONSNAU dE MADE BELOW ANY FOOTING CLpSER THAN Fk 0N1_ TO ONE SLOPE r W F Sl MMGT�iGAt, hE�T. E�Ev I u�5' TO BOTTOM OF _,AME. 4 6, BACKFILL ALI PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN CONCRETE TO -� Z E1L.J1L�11-1b TG HA.1-- FIP-E CF'sIL1KLERS 'Tr+A'r � BOTTOM OF POUTING. 6. rAE;-�T 1974., �,TATL GF OF-EC-,orJ Pliz.E j \ I-IrG -AFE-TT d I� WE4, LJIKEIv / n� A. 7. WHERE REFERENCE IS MAOE .TO ASTM, AISC, ACI OR OTHER STANDARDS AND SPECIFI- I A. 41, CATIONS, THE LATEST REVISMN OR ADOVTION IS INTENDED, UNLESS SPECIFICALLY dl n DESIGNATED OTHERWISE. (, 1 TOP 0r- BEAM AN:' `` i M / CONCRETE: M �� F v0, 70P QFfm FT. i. ---- -- c. 1 ---• / 1 , THE ACI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, 1 01 I I ACI-301 , SHALL BE FOLLOWED, EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE IN 1:' i it ncl.ttr lrinnt'1r_t.c-I .:�nnr�nl�rl .ntnnnr7.clnrtnr�n�rin.nr SHALL nnril-___..�. THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A COPY OF THIS STANDARD m z' 7 1 FOR READY REFERENCE ON THE JOB. z 2. POURED-IN-PLACE STONE CONCRETE TO BE Fc r 3,000 PSI AT 28 DAYS PER SECTION o f. .� ,�'- ?G, ig` P"?. P., - - - -•-- ------- -- -- -- - -- - - 2604, 1916 UBC. ` r �r��nn r.anrinLu�ran rl�c�r�rsta tinri_nriru�nJ=u c�I�_n� _ _r�n�'�nrsnl Zrami'117L�.1'tt'in[Ulan- nt�nnt'n_nnc7n[tnnnn ._ 3. PRECAST DOUBLE TEES TO HAVE A fc 3,000 PSI MINIMUM, SEE SUPPLIER. V Z _ --_ . ___-_ _ 4• ADDITIONAL REINFOkCING STEELSHALL BE PROVIDED AS REQUIRED FOR LIFTING .� ' STRESSES IN PRECAST DOUBLE. TEES. '/P 9- 6�A'V1 I � It w A 7 'D D 4-0 REINFORCING: J Z G W 1, ALL REINFORCING STEEL TO BE ASTM A-615 (40,000 PSI YIELD POINT). Z Z ,,, Z 2• SET MAIN REINFORCING STEEL 2" FROM FORMS FOR COLUMNS OR SURFACES EXPOSED ZO w Q TO WEATHER, 1-1/2" FOR BEAMS AND GIRDERS, 3" FOR FOOTINGS AND OTHER "' CL r _ CONCRETE POURED AGAINST EARTH: 3/4" FOR WALLS AND SLABS NOT EXPOSED TO (J z WEA'HER. ij p Q 1 Z oc r I 3. REINFORCE ALL CONCRETE WAILS WITH 1/4 TO 11 REINFORCING STEEL EACH WAY, U.1 j I UNLESS OTHERWISE NOTED. 06 4. PROVIDE 2'-0" X 2' 0" CORNER BARS FOR ALL HORIZONTAL WALL_ STEEL AT ALL Z Z '� --+-- - - CORNERS AND INTERSECTIONS. ; - �. — -- - 5. SPLICES SHALL BE LAPPED 27" DIAMETER OR 2'-O" MINIMUM, UNLESS DETAILED S; OTHERWISE. O Z a w nl I �r p tJ a 1 W v wLu ui v� c� STEEL: 08 m � o `•� 1. ALL STRUCTURAL STEEL ASTM A-36 (fy 36,000 PSI), DETAIL, FABRICATE AND WELD p ;r I TO AISC SPECIFICATIONS. Z I W a a 2. INSTALL SECONDARY STRUCTURAL MEMBERS AROUND OPENINGS IN RAOF AFTER PRIMARY STRUCTURE IS ERECTED. 0 n 3. ALL STEEL JOISTS SHALL CONFORM TO AISC STANDARDS. I Qt' -- -- 4. WELDS AT REINFORCING STEEL SHALL BE WELDED PER AMERICAN WELDING SOCIETY F - ' STANDARDS. ' I � Y" •` I I I � I I I �f _.._- _ -c -� ILJI.H PSV I` 4�A ' r__ CaYIPFILL, ' z Z e--OM PAC-r ALL. 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'� :t � I ' ' T 7�'x. .� ".� � � �j''�1�rr � `e re..r h. �t� ,, �l4{" .)" u Z Q iNA ^ 1�°+ .� {. 140.0 4 v 14b,8 M46.ra �'; la'LS' 1at4 ' F i 147.4 Jiro.40 1'I•,9 e r '2 C ! r .I' • I I ��\ r dGW RF1')WcJtx7 c�'1'G1.0/►JE xl •-rte°' '` �'. N �� IL• �L6, E10' ca„ca,.►Fiip � • C'.IXn E OF I • Y° L�.R-IALTIG. �. i"AN LOT 201 d � Q � WtiE1►;A14 ��'�� t .� / I i.'tl. Aciti+9 ! IQ r� w1 aL4�.y ;. , !�►. �� 3 41.1 \,44. a M'i•D ^� +: 145.1 ,5n.4 ` 1 � � �'7 ��. - C�fiCJGCJ�S�-fi �'!_�t•tT i'� '-•. _ 1 , �! �I': � f F IU644 FL44 E.1.EV. 1 sk f.a. 6s1:1lS1.s7 ❑ �.,cs,� �,, p Q' i > 4CUOD �Qti� FUT ^A", ul 2 ..j.;4 tD�bR16• rl I t a: 45 PARK0,Av 14&-(0 C 141,' - t v 148.1 {5a.a ! ,'?y.d � �Ui�h •1n: � o o f � dCCOYCI1gC� � s I 1 Q :�- . __ _ .. �,�.-• °i� � _ � final iCCUpPlftG�r i r fi!•9r,..!.: �. G7CLONE Fl Xr= MOuA/A UP P1.Ar/riri�. AsCA A Tl". MA-,C H tk ii,t, n - ` VAL'tfftl Of t4lf$ k , ...y' i Tv F�,F'`"A!! 1 — j' f I rit-t' r},, .r tS C1!ITtVrI4!{ "+ j ,�rx T POST STREET ADDRESS NUMBER ON `� � _ ` - - --_�.__ �� ) r - °r� • . ,.�' t , , ,� �tr :,rl W 1�lii_ ( IJ•,'..+CI.. Z ' 1517.4 t �EFI'D>t� 445,1 ld1.t r� 141+•3 145 Is 1A5.9 1w,4 , �►•rs5..� !Si.3 ►SCJ. y� 'TD Z AIKMA/N a n• tike M o .., o:� , -�tj, `� 4 114,1* ' 100 SI"'E PRIOR TO FIRST C t. R t � . `� . -TRS , �W,. ill d: yam. t' ��._� + , 1, M .M '� .}. INSPECTIM SO T�iAT IT IS FEArCAUE ► ~ • iC'�./ rL mar, �.'. ';.' �T�p• ,,r :1r �. s, '!. '(' 'd�! r1, I1/i1TGH GINE - /�f/A + 4g r 'r.--.i_ r.�. s 'I �'.' IYT... r. r _P t. f '$, �rwa! wio IIyZ•G :y 1'11.15 tfl�lktl i Tx .0 _- r , 2d-" ar oV FOR CONSTRU,.. 14..1 �•: ---- ,r a- . ' '; : ::-�".. �tTY OF Tlf,;a,F;[? �`�, t B 1 - ... AA � fit/1 J i nRl.Od 5,S ACAft PERMIT P!CI P 6v JIRL VMOVISIZT�P 4►N[. 7 -- "'. Itr;�R0 5 BY y a IS't.3 C1' t� } T`i' t.lwlir7+ + _ __.._..�. --_— ._ - -_ _. _ _.. --- . . l-_ _ _� .._. .. _ _ b�G'1 PRO TR( '`f t a I[ 140.70 1 c I O •. �� r- _ ��. .__._._.. ._ _. ._ _ _ _ ._ _ _.. _ _ _ _.._.-.__._.. 15� � �� I ti ('�. _.._ � _� r � (AA.(� t,q i' ltyl �- � --'PROVED' �� CrQNS ' f"t- +I,.Mwrr.r _ —�' _ _..rr.—.. µOo 140 3 41• 2c�` 1�K , t- , u4LvEltr u.1r..ET - ty' GAhT IaoPv ?IPIF- IE- 5�. ._,� MN PFR' � a't`A i=.O�►'Ip to I4?.30 _ i,• # �1�," WAt'IfJt L16.1� _- ._. _ __. _ _ .. __._ _ ___ ______-- __- _.___.__ ---- -_._ fxO,►al.rt , uc +._ - - —� Jnr- :u W - - _1..- --- - �' P v.35:.1 R E MAIU (*&MR) Q Q A/�RS� Z Aprxe G.�A,ta /G JCA1�$y /N AW4S�C .tG 04 ,ADD NIS✓ �'-.�' As. s. - - I .L� PRcX1y,f c• fsux� I I Z C�Tr+1 Jf'A sT�" P.A�'� 2 GA e - J Z0 1V11Ro^'.A A6W1,e u :..� PLAS*�II GA NS 5,O.IG. - 1 � �,, M �_ ��• --�-•_ -•.-� I \. .'4: 61 , N.!>NM v x,�r -3 STEM >rC 1 2r0-,�! 8 4�- )'z t At a tC.� -SUN5E7 40kag.cc% S6i01JI m RD 1 `� - fir► �' its' sti MA 1 1 l4 OLE Mot i+--'T•— R V tA - - --- ` -�✓r� P,�J�s�a fl/7�IC� f`�iC�..�t�'TY L/N _.__ - --- _ -- - _ - .---- 'SC?U�j I- �E 00715 u A 714x1Ao1-1A f��- y' �6 d B• /a�' P�`�T�AL f N7/Nl.. P4!6N P11A��' -_—�U>"U�2f: _ _ _ _ ._ �.� - - - --- - T c V 1/,4 6,e' AA Vii;' Z GAL, ccA/V.� .4 ye l�, G• 1 ' •Hr,:,,,.a.I:A ro•/IAMG.DKOOw -- - - -- - ---- - --.ri . .. .�.: ..n - . •i ' � IIIIIIII111'IIIIIIIIIIIIIIIIIIIIIIIIIIIII ( IIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIIIIIIII NOTE: IF THIS MICROFILMED 1 2 • II J, • I I ' � "'I DRAW IPG IS LESS CLEAR THAN --- - L �- - -4. �_sl ! I _.__ 12 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z L �L Z Z 4 Z I 16 S�L T a I [ T I L t I �t �I �I I Iflill I L T �� 1 ^tt E Z l ,1, DRAWING. ,I11 Illl�lifl IIII�NII 1111�1f1111111�11fNlllll1►IiIiIIIiN IIIIIIIIIIN11�111111111111I INI�IIN IIIIIIIII�;'�klll(ININIIIN1111111111II�IH1{I111�IIII I1NI, I�IIIIIIII�IIiI IIII�NII it llllll{II{IIiIINIIIIlIl1111 I11III1i1l,�i, iii i,i�l�ii�uliiuili,u IiliTilul MAY 211 , 1990 ■ ( s X61 V IRRIGATION SYSTEM A. The- Ccntractor shall furnish and install all materials as required for irrigation system as i` z specified herein and shown on drawings. n 1 B. As-bullt drowin ss Within five 1 rt, w g (5) days after completion arrd prior to application For final V� payment, Contractor shall upon a set of block line prints provide the Owner with a complete m t layout of all the sprinkler piping, showing piping locations, sizes, valves and all other o Important fearurea of some as actually installed. No final payment will bs, made until this W u portion of the contract is completed, null y a Dimensions and data needed for drug fins are to be taken prior to backfilling of tranches and referenced to permanent above-grade reference points. C. Work included: All labor, equipment and materials necessary to nicks, a complete irrigation I system as shown on drawings or as hereinafter specified. �- D. Inspection of rite: Contractor shall inspect the site to determine all existing sonditions and items that Hill affect the work under this contract. y ,r 141 t The Contractor shall verify all dimensions and ground mwairements before beginning work. E. Protection: All curbs, sidewalks, roadways, etc., either on or off the property shall be w 2 protected from construction damage. Any damaged item shall be restored to Its original ; ILI condition, I m Y •, Q Z O Sidewalks and curbs over which material is hauled shall be covered with two-inch (2'n, o`, a 5 planks. All public utilities encountered shall be protected. Q o i F. Excavating: Do all excavating to the depths noted and as required. - G. Bockfillingi Do all backfilling shown, described or necessary to bring all wr'nacos It grade shown, Vr Z 1 „ I wetting and tamping the earth in layers not over six inches (6") thick until all Is thoroughly ERROR pocked and settled. Do net backfill until pipe lines have been tested and approved. w Ri. 0 oc H. Materials: J ZO...1 j1. pips,, fittings, valves, sprinklers, heads, etc„ shall be all new, of AmW s,r'can N �4 t manufacture, as specified on the drawings. U Z Q i* Z LL _J / I1` A" MAA/UA.. ZP_A1rr VAL•s/E 2. Sprinkler pipe shall hs, Clap 200 SDR-PR pipe, TYPe 1 normal impact, w!th 200 pcurds QLu a_ Z J working pressure, and shall conform to NBS Standard PS22-70 ASTM Standard D2241, v -- Q 4 </ 4C P✓G 3G�E + /�> scs/ . 4c, Pvc �1.;;v ro rAc ver and ASA Standard f.72,2 Par polyvinyl pia, V (D - Z oc W 1- F^�c Aafi �� if r' r l �� 3. Fittings, inciuding elbows, tees, courses, bronO es, bushings, plugs, unions and In 1 reducers, shall be standard weight fittings of Schedule 40 polyvinyl chloride Type 1, ad sl //4_"AGv z?4 - G F M. normal impact, and •sholl conform to ASA Standard 872.7, ASTM Standard D)785, . polyvinyl O LU zG.04- and NBS Standard PS-2170 forPoI vin I chlorids, pip ` - ��^ / 4. All sprinkler head risers shall be of standard weight galvanized steel pips, of size s� D • i � r �- / .f AG v z 4-s c.�Nr. - /,/f FUrueer� p ® 9 O � t I indicated or required by head. Swing joints shall be on all Arsons. Fittings for swing 0 Z Q w joints shall be as in 3, above, All pips, and fittings shall be of domestic manufacture. 0 - All risers to be painted cne coat flat black unless specified otherwise. fleet risen, LU OC N _ - -- L,l.1 I/� _ -.. as manufocturaed by King Sras., may be used !n place of swing joints. w 5, Valves and sprinkler heads shall be bronze or brass construction as listed on the Plan. . Z 6, Sprinkler items shall be as listed on the Plan. �W Q U lis I AHr .Size TY,U� 7. Automatic drains shall be placed at low point to drain each line. Use drywell of O K6Y NIJ sufficient size to drain system. Minimum size shall be 24" x 24" pea gravel drywell, O Im a- r 4 ANi Awek,A/z& 6Z e5ii it L• 1, f ape Laying and Installation: � /44A/lNC r1L�AiA ✓fi�li i `i � ! 1 / � � //�'ErStJ�� i/fiGU.�lL1 �/G��i/C�� d�1410 /{O es 1.' j 1�* � x Installation of sprinkler system equipment shall be in strict accordance with require- ments? '' MA.VLs4c: L7.e�t/N VALr/� l3UG.eNE� $0 C of equipment manufacturer. Fl.1SGD 74v5 1I' R.II j i i 12M& 2. All pipe shoil be flushed clean before setting of head:. t!AG ur.'M -� r L3v�E'ArCv 4 ry' ,qv� ,.rA7`/G' �iiGt.. Crv;:G� 17�A/.�/ ✓AGYAC ,Bti+G,C NG.e G b A jAf4A10 � �AArN ✓fiLVL� 'YG h<lh ! 3. Piping shall be laid in accordance with best pr i ice, tested and approved before backfill is placed. Piping shall be substantially supported at all points. / {�i91z'' BrEir� //r/,A4C AMC, #110410 T �vE s'/' n;y> PP a. Exercise care in handlingpipe. Don't manhandle +- nipe or subject it to 131' GAN. Go/✓1" .- „ IN �Aii .voYaLs unnecessary strains. Before installing pipe in ditches, make sure that bedding PL�sr/G /MP+c�` L ;vim Fv� C/,�ccF. ,+bii/N8✓�p /S/O!o 4 t!LO 4pJ-TNT //1�' TEeC tTY G1sM. 4 I H�P�uP NE,4L� iib' MOLzLE f.,ZC is smooth with no IlanP protruding rock edges. Cover pipe carefully; avoid f dropping rocks or hard clods on pipe. If backfill material contains rock or I sCj1 Co �" �'LAsr/c /MPAcY GIP/1�w� f'AE� pe �c .CA/r✓L4/,C_ /5 111A (25 R)- i-7,v:r) gravel, four inches(4') of topsoil covet shall be placed on the pipe betore a blade is used. E}</S"• y^WAf��,••-- (} Y ,_ � � C/�GG�s' PoP-uP .'16A17 S/3Z �'OLLLL• 1uA v <in'c MA/, ro A+4rre� ro ..v` 6, Pipe shall be supported at valves tees etc. n / e'`-1 jr./i I • / % ' Bi-i //A1F C��6 SN.�dC ,r1d-VG BtA'�n/8C 4o3Ts! c. When using threaded f-ttings, a lubricant such as Permotex 02 or Pips,-Tits YY �'/�`� �9///,8/z'P. W i9G'•� )eA1,VAVC.V 4/p.¢.5 stick shall be used on the threads. Care must be taken to avoid over tightening. 1 One-half turn beyond hand-tight is sufficient. F / 1 x / / W�EtiG.v' /CbX JSWoe" 403 Af&A.:J.A 8ulrCtirc-t' WR+-$ �" /''A/A/ 7W7F.G - i c 4. Main lines shall be as shown on the drawings at a minimum depth of 15" below finish A I / ►✓��% 1/ h' .�P.rers �a N�Avs BU�Cn/ Cw-3 grade. All lateral lines shot! be at a minimum depth of 12" below finish grade, and slope to drain valves. J. Sprinkler Heads- 7 LG�,c/NG �Aj� /O,t? 2" 5�•4 e0o P✓G �yGti.c'NE� 7� P /r � 6✓C 1. All sprinkler heads shall be set for proper throw at the time of installation. r / / G.OGk/N!a CAP CB v' 2. All hood risers shall be set 12" above grade at installation, capped, and the Ines K ,NW✓/,ee XWr-W ALL .SL EA6t w/rN r$ /,&x/lw4T/4oV e4oA17 VIII W/.Cdr- tested as specified under L-Tests below. Heeds in lantin bads shnll be reset of LE6�"Nb /5 PGS /NF�lyMA7/A�/ OMtY CONr�,/Gfp,� /f R�S�ALS/a[.6 ?-- { i F GAMf"t s�lO.V O/r r//E tigt+� AS SfrOr✓•v D.v T,v� /Cd/GAriAN time of planting to elevations determined by Landscape Arc itect or wear. '7 i + II K. Control Mechanism: See Plan for main shut-off valve and section valves. j4 �� • ON L. Tests: All main lines shall be tested for 24 1-111n under existing main line hydrostatic pressure, and then inspected before soil is replaced over some. Hydrostatic tests are requ?red beyond 1 1 the control vclve for each section of sprinkler for one (1) hour under full main line pressure rr`` I II OI- before bockfilling trenches. Any leaks shall be repaired and the linu tested to the satisfaction • i ! of the Owner, ^^� III _--a - T_ _ _ - _ - M. Damage b leaks: ,he Contractor shall be responsible for damage to the ground, walks -/� BTI✓E SN rit�� - r � Y/�/G � T AG rf/S>r T77 FULL - -�-- -"""��"'== " ` roods, buildings, and piping sy►tem soused by looks in the piping system being installed I 1 + AG Fo,e ,cdrueE - .n/oisi ' 'ev.�-F.CaST p,E�dOF ^ } /atVv;r T10 H,q� lA/ PM�s� a 1 i /N pNA.C&r jT f C-�fj,' ilo$rC tS✓B-FC�s>• `AV /vase AWAS _,F"Co,sr P.eofti I or having been installed by him" He shall repair at his own expense all damage so caused. ! /N P,1i401A-.01f5J11A + t' / gr c0e,V4,`C 0.41 Amp,. ��/ I N. Auxiliary Equipment/Volvo Bootee: t 1. All manual control valves, unless othorwiso indicated, si be installed in � suitable concrete or other type varve access bees of proper size as required for to e volve. _ 1 2. R mo a controltv'alves, three inches (3 ) or smaller, shall be installed in a E-16 ��if'OatSE::C7 FlrJ'llie�' �'.C'.of•3fustf'Y-G.A/�f. ___ . . ---__.--___-._._.-__ __._ 1 I _I/E.@FY <r7C.ATrON ( 0500 12-inch plastic vales, host with o L-P locking lid with a 20-P plastic lock key as supplied by United Pipe and Supply Co. 3. All valve access boxes shall be provided with proper length and size extensions 1 wherever required, to bring the valve bastes love) w:'h finish grade. �} Q 11/OT� O. Maintenance and Guarantee: The Contractor shall guarantee his work for a period of twelve \ - `� (i7) months from date of final acceptance of the work by the Landscape Amhltect and shall AGG 6./• F/`,= t�NE: td PYG S1_.cBs'ES r, leave the work in perfect order at completion, and neither the Final cortificate of payment J°YG /�''1'.v� A,Y U YA[.✓,� Si'S�Ok'%V .SNALt ,Ed /NSTir��E:s A Mw•'.U./�N o� /�^' dfirlL�w �e/NJt„�r G heed nor any provision in the contract documents sI call relieve the Contractor of the responsibility for negligence or faulty materials or workmanship within that period" Upon wrilfan notieo, v he shall remedy any defects and replace parts or material as required, and pay all expenss,s 4LL_ Scffr)"16 ¢�, :r'YG ScE Avd-4 �:, s,7_ . - e-17 0 �/AZk:UM for any damage to other work resulting therefrom, lj!` ,c!f�Y'LYVG GU.er9S / .fS��-L'G.� ETG. . - Lf11e f MA,�/r: j � L1- �-.• �i. E,Vue - dltr' GE V. Gc:�/T, P. Clean-ups Clean-up and dispose of all exc'ns material, trash, wood forms, other debris ,/1LL /.C.t�1G�9T/C.V N�At1� S�/ALL �,.s..5��' .�.4�. i".�f>.i•'r CU.L'tsi� .dq1 .. � bre, 46" M,'.1.'j:Nvcl resulting from irrigation installation. /N S r,Q a_a Af4A1VAc. GEA/il/ J lit lid A, 711 �/: YN G✓E i4/iiJ r4f TE.+p FC1'rC0 7G�' fiF_'E.:aG:��d k9tCrl[/M SrCEAYf�.,r' /.VSYAc:L 4L roM97'G 17/'Ar/J YA[Y.�- Ar Lal✓ I° r//T AG,N SYSTGN TO Ar[9�GsrlAr6Lr �,ps/v Sr�rEM A 60�>'ee M / ETa jFd rf0 F� � Li V,��'1FY ,syr 'r /NS9ALL.AT/OA,0,0W firer h';'Gi+E;f.:'� �'�E.�'ID s;N,t� N5 9Efic. G'dOE G�)�f►'E B�/fi:vr �'N..E'c%d{.. r '� •-' `''•�. '}1AiiVAlaCiiiIii 4101 LAAi4L5cAlaar_' L2 ■MANNAN .c0.PORTLAND,ONION -_-- ARMOR_ Avis. t � .. �.' ` '� � I ___AAAA. �..-'�rR.-_•w„R,Np�_w..� � , NOTEIF THIS MCROFILMED iii I i_ll I 11 ORAMIG IS LESS CLEAR THANP.Ir _1I _iii I iii ��j i7ii SII I III I III 1I I 1I .1 E I I III I I I iIi j iII I�IIlII bI Iji I iIi I II�1II1I� Ili I III I Iji�I�i I . THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAi �` Z tj 7; LZ Z 1rZ Z 6Z Z la L 8Tl�i Ll l I [)RAW M, IIIiIiI I�iIII�IIiIIIIII��lil�llil�III i�illi�lll�llll IIIIIII►i IIIIIIII�I�III�T�I�I�►IIII��I�IIIIIIIr,�,rI,I�� -IIII��I��IIII�I��III��I I�I�II�II II�II�III uIIIIIII IIIIIIIII,I�IIIIII IIIIIIII�IIIIIIIIIIIjI�iII�III��lll�l� III�IIUIiIII�IIIII�III,II��I�r��) MAY f2 990 3OX . , ILr-..�.r+.•• ,.�.. ,. ---......,.�.».......or.�.�. AAAA.,. -- � _. - - r F / PLAY JT iJ ^ ^• Jl b\ 1 1 Nib-_ 2 s0-/' up _.__.__ __. _.. ..___-. 94 t , F1.ITF2ANCF -Arm WI W .. f / ti W I + ( ,• -Q• �' i , I (� � i r EXIST Ll� I � `\1 1 I - .: Q k Kl15 T_. HRP M 1. I _ _. - -.-.. _ ' i A 1 F-Y19'r R.W. a T �z12� l I �.�u.[,*IE. s:ruc� r A� LUr I 1 'SQ.Ft qdl,{► i i I _. _._-..._....._ .__..,..- - P r<�Th►,aG kt:rJ'�:cK�l, 7 R 3CfU I ' , f � , ` � r� F i'IJ: `rr{IF• I LYC.I.C.yhl� [.is MA�-4 E•'�15T F.l.,�.IAT100 j 5.1t Ac. 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OIC P�a, r�aL TOP I a J r I,{ n Gofr�. -7 BTWN GRIt,S AT IIT QAY EAST III l 1 b�,D.�.N� QT L W ' �f � I o I N USE R,oP,ER S�I.► 7-1 I N �� C�LJC E DECK 1 1 I I j I I I Irl ( I I I I _ I I I I 1 >v a r��uWiwAi5E3r�ns RF�) �� - SEF v • l '�� _._ WIG * 4D 7._• G�`;�e. 4 ) 1' ---- ' I I I I I I LL 1 -� U u u u u u ---u rr u Ir it- _-L --_ - L u _ ._.__ L �u _u.._-. �.. u r r' ' ¢ Gc�1_UAn►Js KAPP voz c1�,Gt Wr.Lv NOTG.S ora 13 COLUM►J6 EI'v'-•E ARG AT EXT��10W �Lf�:e FACES AwP ,- STEF-,:, 11-J r.�E'.c:IC E LF_ �'�+T I O►J . F A fti0" JLE WE W/ .NEI_Ci 5 t I P:Off' v �R,PG1'IrGti $%-+J1;t. ✓'V�.� ,JOI�'S 1n 0 Z �l1' C'I•�F'r1r{Ar M E VGES USE I�Z, 4 PtJG•r IL �/ASI IET�S AT IZ" qc. `J'JHE:.►.a EvC�ES --G')= {'1�.ry W.EL To GEGK 4 WELzxn, F'EkI SNE6T VJI-IE1•-I Gt%GES AP_E �EFpF'-+C'ICULaI, Tr r'EGK. 3,AT 1►..•ITERICdK SUPPG►�r-T c u6F 4 - I/Z''4' F-Uv:vLE /lE-LL—., PELF' 4. V sz, SIDE 6t:<•!v1S w/ IIx' WE.-L'•S � I P_1' "� 'T-T►-"L,A LLf. x Cp 1 r� S.'„vEU7 SIDE SEHM w� t1�z1i WELC� n IZ"t1c AT H1G11 K.'..1, t_; i' f T �F�t\,A t-4 PLAN 6Twk-4 Gi'IL ) (rJ AT E_A`T }� WEST ENDS C',4 p •M•YM{Y •c0 '0.1 L11MD.ONl.OM 'lMI4k19h11"w'IM'�pYAk� ' 1111111 111111i1111111 IIIIIIII IIIIIII VIII 11111111 IIIIIII IIIIIII 1111111 IIIIIII VIII I ,111111111�11 1111111 VIII LI IIIIIII IIIIIII II!illlllllll lI 1111111 1111111 IIIIIII VIII ! 52 1 2I 4 5 I I 8 ' 9 DRA IF THIS CLEAR I 1 1-- I —L�I L -- I I - �_ " l - — -- L - -L_ DRAMING IS LESS CLEAR THAN 1HIS NOTICE, 11 !S DUE TOTHE _ QUALITY OF TW ORIGINAL g Z L LL Z 4Z Z L L 1L I1 i 8 �1111111 ll1 ;;►{IIIIIII 1111111111111111►►IIlII►II►II►►► IIIII1111 II1111111111111 111III�1111II1111111I1111111ill,illIl111ilillllllllllll IIIIIilllillllll�llllCllll3OX IL • MAY 21 , 1990 . R� h C-4 p_a GENERAL STRUCTURAL NOTES 1 ' �' `; GENERAL: I. SOIL PRESSURE ASSUNkD 2,500 PSF I. .L. AND D.L. �^ 2, 1OOTINGS TO REST ON FIRM NATURAL UNDISTURBED SOIL. NOTIFY ENGINEER IF OTHER CONDITIONS ARE FOUND. 3, CONTACTOR TO VERIFY AND CHECK ALL DIMENSIONS. ~ I 4. DESIGN LOADS: 25 PSF L.L. , WIND PER 1976 TIBC TABLE 23E, SEISMIC PER 1976 Y �kG�YT FO': '*JA'.,.. Ol'�v1NK5 UBC, ZONE 2, 8' TO BOTTOM OF SAME. / 6. BACKFIL' ALL PIPE TRENCH EXCAVATIONS BELOW FOOTING`} WITH LEAN CONCRETE TO PLJILC)ih.446 TO HAAS FIRE SMIUk1-ERb "fr+AT ! BOTTOM OF FOOTING, b� I ,nI+ET 1974, STATk OF 0KE(,ot_4 PIRG 4. LIFE SAFE-r r G4,PE (I_J.F3,C,) `,Tia►�c�q ,5 % 1. WHERE REFERENCE IS MADE TO ASTM, , tI= REQ Li IMEri ,�� 4. AISC ACI OR OTHER STANDAR!' AND SPECIFI- CATIONS. THE LATEST REVISION OR ADOPTION IS INTENDED, UNIE')S SPECIFICALLY DESIGNATED OTHERWISE. CONCRETE: 5 TOP O F tSF.AM Atli- tv OP PF ;Oi 1 ! P�1� F •, � n !i 1. THE ACI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, - �ru-�rtn.l�nra_111111.tu:ire.nt�L].�..�r..�.c.�c:t.nrinntsn- : -:..-zctls-n.:-_Eng.c_lntx-n.r�vxnca.cw.rar�-+n ACT-101 , SHALL BE FOLLOWED, EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE INc I1.1 w THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A COPY OF THIS STANDARD "° 2 FOR READY REFERENCE ON THE JOB. L m < J` v To? 0' I 2. POURED-IN-PLACE STONE CONCRETE TO BE fc - 3,000 PSI AT 28 DAYS PER SECTION cl _:_: *;r---- 2604 1976 UBC. P:1 1 \ 1"lrJL7C11� L!'1.11L7.Cl.L] .lIIt1LL�!] .1L1L"1�I1L1C7nnnLZrylZ��nrlr�r�nnnnnr,•nnr-Innnrt-gpn�y�7,r7C11 rnllp.J�I3l=u )�_!'1C1!•1L7F�CJI1f1 - " 3. PRECAST DOUBLE TEES TO HAVE A fc = 3,000 PSI MINIMUM, SEE SUPPLIER. V 4, ADDITIONAL REJNfORCING STEEL SHALL BE PROVIDED AS REQUIRED FOR LIFTING Z 0 STRESSES IN PRECAST DOUBLE TEES. 0 TOP. 7L '3 SAM I . �. II 1 Lu REINFORCING: J z 0 Lu `>♦ i 1, ALL REINFORCING STEEL TO BE ASTM A-615 (40,OJ0 PSI YIELD POINT). Z N z oi, I 2, SET MAIN REINFORCING STEEL 2" FROM FORMS FOR COLUMNS OR SURFACES EXPOSED Z ILcr Q I +r TO WEATHER, 1-1/2" FOR BEAMS AND GIRDERS, 3" FOR FOOTINGS AND OTHER C w a CONCRETE POURED AGAINST EARTH: 3/4" FOR WALLS AND SLABS NOT EXPOSED TO Z 1 ' - ' •-r - - ._ _ _. WEATHER. Q h Z a 3. REINFORCE ALL CONCRETE WALLS WITH 1/4 TO It REINFORCING STEEL EACH WAY, w '- .G 1 UNLESS OTHERWISE NOTED. j ,.. ; 06 r r, ��, 4. PROVIDE 2'-0" X 2'-0" CORNER BARS FOR ALL HORIZONTAL WALL STEEL AT ALL W Z Z ! 4 (i CORNERS AND INTERSECTIONS. UN 5. SPLICES SHALL BE LAPPED 27" DIAMETER OR 2'-0" MINIMUM, UNLESS DETAILED I' OTHERWISE. O NW Z Q 0 ) u VwLn I' _ J STEEL: Ix ::E as ALL STRUCTURAL STEEL ASTM A-36 (fy 36,000 PSI). DETAIL, FABRICATE AND WELD Go 0 TO AISC SPECIFICATIONS. ► v Z Q 2. INSTALL SECONDARY STRUCTURAL MEMBERS AROUND OPENINGS IN ROOF AFTER PRIMARY ' I STRUCTURE IS ERECTED. Cie11 0 �I 3. ALL STEEL JOISTS SHALL CONFORM TO AISC STANDARDS. a 4, WELDS AT REINFORCING STEEL SHALL BE WELDED PER AMERICAN WELDING SOCIETY I��k STANDARDS. ' I (N �M��T �G`TC..✓1t�„s, PAD �1 r v � 4 ' NI .. �, .,.'.. , 1 .. ....r -.., ... �}__.�; _ _ __ ��:- v.-:- .',�-^--r.-_-a--•-_--r _ - ' - - _�. }l. FIL.II� -t_:.iUIZ V .U.7 I• • d. �,t�t � —t_._ �� ,..."�.Y .• �� ' .w. .,.r,,...t�: .:5.;1ilh•;.-, ~.s.� GIS-f:�'r'�T._. - � �, �� - t.. � a Q II ov 7_ i'+!� i �J I ,I SII -•}-- �-- � Q CoNji-c SEE. Lj�' I l+ 3 TOP Or rLR. FL '5'.`-DJ I ! s 1 ,� y ;, X11 ✓ O ' - 1 1 I I T (.C1LUM 1.•I SLHF DUL1* - ---- --— --- FOOTI — v A ►— 5G�-1 f7ULE A" s4 0 —1 MARK TYPE OF k !4r Ic.S _ --- _ —_ - _---- - -- ----- ----- - -~ I \ N • Ll (6 EE 164T .c MARK I� L,� FfX7f1►,it� 51 i~E �'1r1•J4 RF.Jr..lf`, rK,EwWRKS Z � 1 • ` I'- II psi � FOS Rs✓1c.1F. NDT ZC' � I T W IL,+ t35 Nlr1, 17YA, f - o I-�v g - �1� E. Ll _—�. S' Gh.R. LTM 53 • ; ' ANT7 r,5C EW, TCA), AT �F*uC.E L-AP IZF_I►JF. 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Pok WE L o1 I I II Asti �®I_ NH 1 .I • TYo I 1 Z GLR . -.� Z II t- '_T ,I - i,-v S4 R CEIVED 4 MAY :,'19 1980 l �G� � -1 S E C T_ ! C, l)P jj``1{ �arlk•:w,r �.c,r� 3� �� •4 •w.w•w•m ror• ao os•w. - - - t w.. • !�<F� I P r. ; I .. . ._.w.. ( ; ..•w..r.+ • - is-y.. ,- _...._.. Mumma ' 11111111111 III III III III i 1111 111 111 I 1111 111 111 1111111 III 111 I 1111 111 111 I 1111 111 111 I 1111 111 111 I I I�I II+I 111 I ! III III VIII I III III 1111111 111 111 111U - �' NOTE: IF THIS MICROFILMED I 1 I 1I I I I I ( I ( I I Lj I I I I ( I "II I I I I I I I I I lbI I I 11 I I DRAWIIC 13 LESS CLEAR THAN + --`-- --- �_ _t— _ ---_ - -- - - - � ---- THIS NOTICE-, IT 15 DUE TO THE QUAI_IrY OF 1}E ORIGINAL r DRAWING. 111 11111 flllllll�IIIIIIIII IIIIIIII IIIIIII'i�!lIll Il II{IIIIII(111111118111illl 111111111111111111►111111111. ;I;{JI 111111111111 11111111,illi�lhllllin,illl�llil�lllli i 111111 illllllli lillll�flllilllllllllilllllil li 111111111 1111111 ill�illll illl�lllll 5 -�-MAY I 1 ` 1 94t9 0 S�bRl� 6 0 ' R/ W 30 ' 3 0 ' 5' --o- -a-3 1 2 2 2 2 3 6 " CROWN S = 0.0227l 4�� L _ W R/W 00, t j I If CLASS IlC ASPHALTIC CONCRETE l— ' 2 t CLASS " B" ASPHALTIC CONCRETE 3/4" — 0" CRUSHED ROCK / GRAVEL IZ�� 2 " — 0 " CrcUSHED ROCK / GRAVEL E Ii �S —© CITY OF TIGARD DRW RY/+2 zs-7/ STANDARDS APRVD BY OLLECTOR STREET SECTION — 6O ' REV. r_ Jc3 'u -- SEx1/o DRAWING NUMBER 7/ — A — �2 ! 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M� t�'� •'ice� t �..� +C.AV V,4- fat a fi +r ____ _ .._ }. •.1 �� CONSTRUCTION 1�'. .�_�.� .____.___�_�._., .,. ...,..�1,_....._ .....,.�.._.......�..,.........• _ .. _ .._• APPROVED FOR NST U � r9 + CITY OF TIGARD pERMI"t �I SITE ADDRESS__/lZd'ySLli?� 3 4� — 6C BY_ � ___ ITLE- �__ _� _. - _ _ DAT" N,A.Ia�w • ca •Mt4AN0 Or�•NI - ro , t 4 l 1 �I\ ins t k 1 A � 1 -ca •nR7 • 1�1�� . �N� :,•• � r Jt lIi 4- { '-�- 44R.tJ"3 1y NOTE: IF THIS MICROFILMED ---� i4i1_ii is �i7 DRAWING IS LESS CLEAR THAN ii�-iii--i-� �I iii� i�i �i ill iii� i�ii� i �_•i iii I i � i1�-i 0 Li iii iii I.-i - �__ 1 THIS NOTICE, IT IS DUE TO _ _ THE QUALITY OF THE ORIGINAL £ Z �BZ LZ Z 4Z Z t iZ Z 611b'l �Li ul DRAMING. ilii <<<iliiii ii�iliiii iiiiliiii iiiiliii� iiiiliiii �i►il� i iiiiliiii �iiilii�i i� �i�iii �� i iil� �i�iiiili i •• �� i � � � I�►��1�� I�� ii� iiiir��il • MAY ' 1990 2 1 �. 1 , •' yW ' ,�. jr� mss'• �� '� �ww.L.Y� �� u..l . T/ ,-�f 't K /' /,. ..J1V:� � �. 1 f. 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C• ',v' r I I •, I . , N I I I I u c T�'p• AL.OP W GRID 17 IL. r1 -- ___------------- -_--- - -- _ -_ ___ • __-------- - ----- --- - - _ —___ -r _ - --- -- --------- ---- - - --- -- __ ----- — - -- _ m .- �.Y'S.._—_ —._......_._..._. _ _"_ —+ -_._.S ir '..__ _ L..:_:.._•..-_ .-�-..�.. —. _ _:__ Ji'S�_:1---Z: � .._... _ _ 1 ' � )_�. u u >r- u U - u _ .. -- u ->I-- -- _ _v_ J 40 dial 1.!%!/AF'T+RA6h/1 EJ>C;FS ARE AT EXTEROW dL_nG FA4ES Awr> q STF 1.j I L»i I=�G K E:LE .'AT I D LJ. L F r 2. Sj I, F`X^1 � mw'DG1iiv.4 6c.TWGiP-1.J ;Tsr_L_ Jrll�'S AT' PIAF'HR•AGM LE,;-GESS uSE 1/Z” PU'�DI..Ew WFL.[>'a 1/ NE!_G' AT IV %. NI-IEI.J E:.IpES �-.KE 1T 1:ALLEL TO bF_GK 4 WEL-Dr.5 PEF< `- 41EET wHEM EL.>GES Alr_E PERPr1..-;DICLJLA.K To CyFGK. 'A.AT IL.JTEIZIpFr, SUPPGI-'.T-.S U`IE PEP. -•-BEET 4. .A.1EL-P slC>E `•EA►.^S w/ Ilei" wElayS Ie�" % TTO'CALLT. S.WELD �IC'E SE/'�►•.t vV� 11Z" VJELi: •� s IZn�� !�T N1GN enc I"'j��; f`�F� +1NC� �r'1I 'rl E,Tw GS2 I[>5 ,T (C; AT EA s T. WEST E-1•-+L7`_� 01.-1 cy - _ I dH.NNON .,_D.►OdANO Od[.ON ( r r...6. •+"'' i � ► 1 1 ....«...... " a"dia'x_:ate. ' III III III III III III III III III III III I I III III III III III III III III III lIl III I I III III VIII I III III III III III III III III IL!'II V(IIII III III IIIIIII III III VIII ! '' , NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO — THE QUALITY OF THE ORIGINAL � � 1 "RAwING. IIII IIIIIIIII IIIIIIIII IIIIIIIII Illlllll iillllll IIIIIII IIIIIIII IIII IIIL!IIII Illi IIIIIIIII IIIIIIIII iIIIIIIIiII,!Ilii IIIIIIIII IIIIII IIIIIIN uulllll Ifll IIIIIIIII!Illi IIIIIIIII IIIIIIIII IIIIIIIII Illllllll IIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII Illlll1111 llrlll MAY 21' , 1990 GENERA;. STRUCTURAL NOTES G GENERAL: 1• SOIL PRESSURE ASSUMED 2,x.00 PSF L.L. AND D.L. 2• FOOTINGS TO REST ON FIRM NATURAL UNDISTURBED SOIL. NOTIFY ENGINEER IF OTHER �. CONDITIONS ARE FOUND. cF I 3, CONTRACTOR TO VERIFY AND CHECK ALL DIMENSIONS. m 1 I ! 4. DESIGN LOADS: 25 PSF L.L., WINO PER 1976 UBC TABLE 23E, SEISMIC PER 1976 "G' .' 7 l] � 1�XG�P'' Fv''. vJA-.,� OP�;�tl1•.1c:i3 UBC, ZONE 2. � = Q. I 5, NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN A ONE TO ONF SLOPE w I .5' MMGT;k4,\t- A?•T-. " q. Ip 8f TO BOTTOM OF SAME. ?OP 6. BACKFILL ALI. PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN CONCRETE TO ` �_ Z j 6LJIL.plI.4l. TG NA FIP-E Sr'P_IUK.LE9S •TI-1AT. ; BOTTOM OF FOOTING. bl MEET 1`!-7(a STA'Tf < iV 0V_E(,0" PIQ-E Cl U I 4 LIFE SaFErY c�PE Cu.t a c.) 6TA,M.,I�►�:>5 A 1• WHERE REFERENCE IS MADE-TO ASTM. A15C" AC I OR O'THER STANDARDS AND SPECIFI- i A- If; RI_e.2 ►JIIREr.0 '� �, CATIONS. THE LATEST REVTSI% OA M09PTION IS INTENDED, UNLESS SPECIFICALLY - DESIGNATED OTHERWISE. 4 u � W TOP 9 r brA' ,J. AAI: / � CONCRETE- -1 -3bf 1 n T n «-- -- PLf�L-'•� - 4 1. THE ACI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, U i __ -- _ ACI-301 , SHALL BE FOLLOWED, EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE IN tI) lU {il rlrJ.t 1ruZn . 10 t l ra rlrl rl r Lm n r1r u-I rx: c I r-1.1-t r-I n -I r:vm rn n n I)e 6L 4[ GL - —._— ___ ._._ —t_.__-_._. - --- _ THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A COPY OF PHIS STANDARD z ,r��- FOR READY REFERENCE ON THE JOB. Z t]L' " 3 O�� Y� a b �I 2, POURED-IN-PLACE STONE CONCRETE TO BE fG ■ 3,000 PSI AT 28 DAYS PER SECTION n ° 4r a' -�-- __ ----- --- -• - 2604. 1916t1BC.B C INIMUM, SEE SUPPLIER. llnnnnnnnr_r i inrl0_ r-±rtn_n,�rinnt3C1y�11►'�rtnnrlr�,�nnndrl[��7 111 - �L31-1CL.C1-r1I3-C1Cl.LlI1l1li-17L7 hrf 3. PRECAST DOUBLE. TEES TO HAVE A f 3 000 PSI M V Z 4• ADDITIONAL REINFORCING STEEL SHALL BE PROVIDED AS REQUIRED FOR LIFTING f STRESSES IN PRECAST DOUBLE TEES, Lu TOIL ✓G �if��; w I I I `\ ,• _ ,1 I \ f, }- AN7 70V OF GO . .-J _-_aC�,,:_-- �= -__ _ __. _ ____- __�_._ -_-__ ..-«.._... _.-. _.._.. _-._-.._--._ _ -_____ 1 ..__ _._. ..._.- ._�� I V 0 REINFORCING: J Z O I l W Z. 1, ALL. REINFORCING S1EEL TO BE ASTM A-615 (40,000 PSI YIELD POINT). Z ,,, Z 2, SET MAIN REINFORCING STEEL 2" FROM FORMS FOR COLUMNS OR SURFACES EXPOSED "' w TO WEATHER, 1-1/2" FOR BEAMS AND GIRDERS, 3" FOR FOOTINGS AND OTHER O Z a u CONCRETE POURED AGAINST EARTH: 3/4 FOR WALLS AND SLABS NOT EXPOSED TO WEATHER. C7 C III, I L 3, REINFORCE ALL CONCRETE WALLS WITH 1/4 TO It REINFORCING STEEL EACH WAY, LL' N UNLESS OTHERWISE NOTED. 4• PROVIDE 2'-0" X 2'-0" CORNER BARS FOR ALL HORIZONTAL WALL STEEL AT :LL W Z Z CORNERS AND INTERSECTIONS. , — 'r' C4 SPLICES SHALL BE '_APPED 27" DIAM�TE:R OR 2'-0" MTNIMIIM. UNLESS GETA`LED Q N OTHERWISE., J Z 4 w �n 0 0 U Q I � ! uiuj 'STEEL: . I. ALL STRUCTURAL STEEL ASTM A-36 (f 36,000 PSI). DETAIL, FABRICATE AND WELD O n II y`r i I TO AISC S?ECIFICATIONS. \ v Z u, W a I 2. INSTALL SECONDARY STRUCTURAL MEMBERS AROUND OPFNINGS TN ROOF AFTER PRIMARY Pl STRUCTURE IS ERECTED. i Ix C a i 3. ALL STEEL JOISTS .HALL CONFORM TO AISC STANDARDS. 4. WELDS AT REINFCRCINC STEEL SHALL BE WELDED PER AMEOCAN WELDING SOCIETY STANDARDS. . 11I � M � 7 x r � ::t'7.a.11' ✓`�'�:-l�L,� PAD �� : '7' 4 , I + I Y1 �l _ '! tl r __....—_._. i K +f.. ?s- �-�"+��'•. :ter 1, '.� �'.l'l+A,>.n r,. ..r, •o rf' .'M r,:'� : .. :, •r ,,.'.: L - - -- -- I i 1,`I c c)r4 C. _A is I � �: �-�'•L. i�L � , ►2" .1/2 � _ f 4'-C" GOM 9 A C t.L' C.44. FjLL TO q MIty 0SN-3,1 r"t' L� { ' M t►-.t �U'��vim- D!'NA M-fG f'Ut2.c: E. � - 0. f`?Lll�'�11 5 GT'ION A = F1F�l. RLP,. FIL f 5 1 _6 T-p Q 3/�-CR. 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YOr IL I 9 'THE ORIGINAL [ L L LL t 9L L L L L 8[ 8[ L[ l [ [ bt L [L U[ 1 9 L L [r N DRAWING. it IIII►�li�ll�i ��li�i;li li►i�i►ii ii�i�li�l ii�i�iiii II�iI►IIS iiii�liii �iiii►iillilii iiii ilii�iiii Iii►�liii iiii�iiii:, ;!illi liil it►i illl�illi liil IIIIIIIiili�11�� l�1►�Illl liii�iiii ili��iii► ii►i�lll'�Iililli iiii�il►► illl�llll i►►l��lii�ilii�iiii iiii�iiii E I►i►►iiia iiii�iili Illirili3OX .. MAY 21 J990 .._....-•,r... ----- r,Lr'.� -.,i:L.M:,..—....w :�,F, ...,.w• I �xnn i��... .. _-.s._-_ '+•.+�GGRR . Iwt• IrM� .,*I�E,GM�. ---�.rr.o..,.-,II,R�r�G,V•.. M+.w•rx f:._:..au.�Y,i- • w ♦ ... _. Got a'' 7�p` I, f ) 4r.lR.J T I Cv6p AC7 E {T 17 T�tL. �►IE RIS GUTr�a rt r 2 I' wl pE Q SIM. 15 ROOF PECK 'SHE�ET. ( O I 1 5d (-U1_.1 C_ow'T. 'TACK. WELt� To TV-USS, u, OGEE o u "1 I TOP Or SEAM. - I I 'yam IJ`fER wEI.D DI.� ,'�.itR � L.M, PE2 Wo-rES !tit R,DV•R - I N T. S-Z • c' J D ul ` TA(:K WELIi Td L) OL rf ( • / \ . _ ! 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I- .;,.::..:.N.wai ..•vnr+rt...«.:avr. ,.r ,.... ..... -+Mr..... s: NiP889s +.i.N� *rWn.'w+UF�". •.. ^ '- 'v^- ''" -' ...y' TqF• `RRi'"!fSi'TS•:,._.:.....-...p .:...... ... ,..q..,. ..»- .. -.' 1'-•y"T'A�^tn•;'_•...^. rgitsA_iL r9 -_." ' -vr,vcT.^,�Ypn� ::f,� .AIIT.L.wrR° rr - ._ ,.....-.._.. .,.. _ i ii i 1� kq4 s ALL SPACES MUTT BE EN00' SED PRIOR TO APPROV; 1-...AN$ f PUBLIC WORKS DEPT. BY � 1"714 � PLANNIN13 D3PT, By ` T �u 1 4 APPROVED '"" ---- - _ nUN-nING Dr_Pr. yy �ONSTRU �..___.`'--- 1-l1-7q L.uh-"'j2e ��lu,, d CITY OF 11G i G�10N COUNTY HZALTH D-PT. or_ PLRMIT NO.1�-C13 AhD r Qab'LJ(.L �0 W SITE ADD ;' • CITY ADMINISTRP,TOR fr!_-. ^ J l��V IbGC I � . (L tL 71GARD WATER DIST. pY V _ _T1TLF GENERAL TF•.Li:PHONE ❑y __,_ E161 1" J30 - ._DATE � -7 _ _ �5A f ! / A, OIBtINS lMAll Y[CY�t[Y Nptp w - -- N.W. NATURAL GAS �i AY ►141v�t�tB �'�� P. (L 6 DA T. R. F. D. DATE_-_� ✓ c: 1 • /=. SK.I MM1A tJAFOh1'�.A T�'CJPEG'S DwA�F S2-r-�M/A I 'Cu9k:vw VAPZ. E4rS _4ON-se l g -i i \) DEC L.� �.��, a.�a• �1 1973 � r' CITY OF TIGARO AeFPA� e.7 rv)gIvel W.AY 2Z Ct\F;PINU�• Be''y-U�.uS ✓/L. �Oc:.[%MFJAE� O O Q-0- _ n ' ; ._ ~ F .., .. .. L ASE�/ Tt l 'wE L'M VA 0 Tr I R Z O COJ MC�u 3 u Sze CdPPIRAC It t TOR.-* h1JST NAVE CI Z '9 1 " Ty a6S,;4FS� Q o AND ALL NECESSARY CITY fl 1PCEP�SE N> w A UD 1 rI o r TO PERFORMING SERV! ,A7A[.EA �xB�itiY' /s"-r e' a G4[L. ij_`, I RMITSPut a 4 1 CANS 4-4,i,' 0-C- >� t �� Q -Tr- 67 MAHONIA A6aviFOL/UM GOMF'AGr,1 Cie �. 2 GAL.. LA/„S y D,G. PKOo. LING \ v, ' ,. 5- sr ihovoICI -rP ,cLMAlN i z DPI o I 1 �o ON /TSG •��' � 4z' la I a�lr i2��N_G�GtdTP a4Q 7 ° N '51rid& ' Lr° U � � qu000 f � 0 wcompleted — Buiiding must be a "' u com let d 37 APnlu.! 14U6-'1 Pi,"14-Fn l ' - ls" F3 �a• 40.x. IG pt�b aI�L�Q 1�� 1f ' 6::cording tO city codes and U Ewsr, r/inloKr L j,eL ro ecM.�:,, \; PF`I a o * C t' pk final inspection made before O - " H D II/� TI Occupancy. m U V 58 P��,el5 <jFNIcA /8'-�4' t 4 ' o.c. Tp p� Tlo�y t1°a��LI C,� CITY OF TIGARD SI s p LLJ GRADE 14°k t T D I p n) e��:_s T,�•o r IA) : 0 ot: W nr-.a4> RLAAry / Q Z A c!'� GAUL GPAGitiI.' ;.s -/s.�' cn .. vS,2.. W C� LU z II w O 06 Z O z Z l J _g .l�r��Ptz�s vAFc. L^r��ftcr GoLpE,v N d ' !S''-/8" 3 wAG. G4AJ6 S' J. G. 3 6A�_. CAu6 N Z '- I I ea 1 O. C. + ODe O y V a Y 1 + r )5 PLATAAji)„ ✓jGE:,L-!!`el, IA 10 ' I 1 .1 pa��✓_IIS u. i _r4p r E %s� o -3 �.dDALGoy[:rs,o C j C Gtr'/SLS_ VAP. FF%uFzN6 ..-!5'-;8` 3 .S GAL• �AN�+ lv' U•G• :z U ,l � 7_5 I NOTIFJ'A f'IsvAZ6,L'I S (:2-AL. CL GAN'u /1 J LAI 1 --j i 1 o AP_ i Q JaJ l I �I i Z rl > 7op. U x/E 0 x r 1 9'0AZ1 4N -�re_J A)c PsOn I?nb Iff,; Qla.,+- Ir 7., J Afe, ._..,�, -- •�.�..� .• .• ..�•..,�. �, ,,..: . .:.. . - tet..__- ., n 11111►I111 IIIIII�IIIIIIII111IIItI111ItI1I111I111IIIlIIIIIIIIIIIlIIllllllr111�t111f11IIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII111I111{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 .._ W)rE; IF THISMICROFILMED ►�_ I 2 w 3 4 _ 5 6 7 19 9 ID 1t 12 DRAWING IS LESS CLEAR THAN THIS NOT ICF, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----._____- OE 67 97 t7. 92 SZ bz E7 22 1 oz Pt 131 tl SII %I #P el dl II of 6 .I9 It ISI 5 r IE z I"On 1n1INNInIII NIIII IINUINIIINNI111IINNIINIIIN1I1111I1111In11IlI111111111114IINIfill III IlII111III11IIIIlIII!IIIIIIIIIIIIIIIIIIIIIIIIIlI111N1111IU11IUIII rit1I1111IIIl1Ill11II111IIIIlIIIIlI111�1111III11111WWUI�IIWIl11U>1111�ll111WIIIL1II111u11tI1111I11lJIII1IIOUIIIf1 MAY �. 16 , 1990 i 'I 2, y. w It 7 -�, I^ G�rc►� F �i'•iN ��'`� D/wtJSF�OIJT ro Z :1 47T"1470J1c�, T!' k-lATC.:�H �1 C. Flsr7 r'Q_i_T'Y l.-16wJGLFsX yT -jlJlJ_rH .lDr71T01J I '_7 ) �, a ►raw rP' c _ ., Ic I Di�G,L►s T�IJI[- � ,---h1EW ��LGG� �G �f� I � t� V � �7TO�G.C11:!.�� 1 TM15 c'=G'►�T(Z,AGT fSr`�' I ,* .i �� .�[.' V 1 J WILW Cs'C.Y. I mew Ci em--m N �'-a2' r .a•�.}�o`- - - _..--. - ►.��°-4�' �- -- =tea Wiz' --- -- ul � r NdR'r'H AUL')ITI<'tJ __. I r,,,,.___ F-Wa F' tz T�/ L I��E 140.1 ~--^----- � �><i •T. EritiT.� I (2Lx1�yT.) f49.t + - • ems.- �-" c, y �'. � i 1� i m 1 I i O o ae Z j U�J�,f -G �Ic�,ll.►n� �LiIL-Co1r.J� 1 1 z 0 IR IxLI I . � Z IN 9�Ulu H I _� a o I � � � �� F-r►.r. �U. !~.��__v. 152-0�' lid �, �� I J' a 1 ,9ir No Z rx��ir, 1 1 IIS N Ile�s7 '' I + 1 � I I 1 111 13yr,i) 1 a) r � I LM-A I ST,) ( (e xrtiT.) I °�� , 4 \ Ig2 3' 1 z LEXI`77- ►-1 �� • A! Y 190.` O IG' ;L�pITI,sIJLaI. I Q/ � L�ara1T10�J �1r1 + rLI►JE 4F i�l-EV ®L'�AK Q - \'�.;, " F way i g3.'1 LU �o V._ Lir -T� _ I �,. G�.S I / Gi e.t-, 4 � � N Y1-�i ►••1 is tt;W ice.fZ �. G c�P 1 (i �5 4 0 �Ist11 \ `moi E.)c I S?r rJGIT ale 1 w Z LU 0 LU z Ce EI=X�Iir`. dF ExIST. DSPHAI-T 14 ,,4 / _ -__- I&ZZ. 06 `� w • �>j1P , ,Nz ad / cn 4 \ \• O O Ind U CL 19 .8 I�4.4 � N Ic 1�•o l I � f l Q11 ,•Iaz.t J4J � l I •I I W Uc hz."r 21 i /• i d loan�`, - - _ N +x'18 i T'R¢V� �/ Al • -�=,� �11L j �► I S 1.4 �-- i h /44 , I �E1)11 (L C F- Z I 147.5 4Z'1' N t PR�P�frTy t_Irs� ` 7t gsiv,J_ i 14,771 ---- - -- - r �e �- X44. 7' - V e •rk�� t1 Q - _- _ f I-J ,y, �yb -,I i --- -r----- --�'''- I �J g k10 p f 1 // I � .._-_._-._ / �__.. a „'� :i tJ TC-4T H E W i�E Gc.�tr.�.V�-G T -�� i•l�T�IN S � �, I I 4� ti.1EW FrtJI�iMEL� pJi CwiLLsVI! ce r + 't7pGt �. IrJE. 1"51.0' 7 f - - - _ -- 8'J;-- -ZOoil I S�r.�•� A88./•'�' 0 E%i qT I tom+Cq GjG'u T!-i t�17 t71 T'10►�I •� 'u 1 - - ----- - -_ - - -_ - IL uJ GENERAL STRUCTURAL NOTES REINFORCING: 1. Soil pressure assured 2,500 psf L.L, and U.L. I. All reinforcing stat! to be ASTM A-615 ( 40,Wo psi yieri•i noint). tv 2. Footings to rest on firm natural undisturbed soil. Notify Engineer if othar corxJitions are fund, 2. Set main reinforcing steal 2" frorn forrns for coluiiins or surfaces exposed to weul,cr, 1-1/2" for 1 3. Verify all openingr in floors on structural, mechanical and electrical plans. bourns arx: d'rders, 3" for footings ono other toner^te poured against earth; �/4" for via 1s artd r 4. Contractor to verify and thee:• all dimensions. slurs not exposeri to woothor. 5. Design loads: 25 psf L.L. Wind per 1>71 UBC, Took 23 E. Seiswic per 1971 UBC, Zone 2. 3. Reinforce all concrete walls with 1/4 of 1% rainforcinj steel each way, unless otherwise noted. 6. No excavation shall be mode below ony footing closer than a one-to-one slope to the bottom of sc 1 4. Provide -: " x 2'-u"corner ban for all horizontal wall steel at all corners and intersections. 7. Bhckfill all pipe trench excavations below footings with lean concrote to bottom of footing. 5. Splices shall be lapped 27" diaiieter or -d" minimum, unless detailed otherwiso- 8. Where reference is made to ASTM, AISC, ACI cr other standards and srecifications, the lotest 6. Unless noted otherwise, plate 2 - 06 over, c - 05 under and 2 - 05 each side oil wall oponings; mvisien or adap)ion it intsrldod, unless specifically designated otherwisa, vertical burs story height, plus 2'-0"; hotizontal mars opening, plus :,'-6" each end ("inirnur,l). - Placo 2 - 06 in bottom all walls. Pl..ce 2 - 05 vorticul at all discontinuous wall ends. (Place 2 - CONCRETE: 04 in top of all parapet walls as applicable.) 01 1. -fFhe ACI Sta,ndatd Specifications for structural concrete for buildings, ACI-:C 1, shall be followed, extent items stated otherwise in the project specifications. Contractor shall outuln a STEEL copy of this Standard for ready reference on the job. ��' r 2. Stene concnste to be fc'= 3,000 psi with laboratory-cured test cylinters equal to x,450 psi at 28 gays. 1• All sfrurtural steel ASTM A-3o, (fy 36,0!: psi). Detail, fabriccto and weld to AISC Spccifica- tions. 8. &randed shale concrete to be fc'a 3,000 psi with laboratory-curet; t^st cylinders equal to 3,45U psi 2• Install socendary structural menr .crs .around openings in floor after primary structure is erected. u 28 days. d. All precast double test and precast beams shall be lightweight concrete (weigY - 115 psf). 3• All st el joists shall conform to AISC Standards. 5• Contractor to provide additional reinforcing steel as required for lifting strassas in precast double fess and precust beams. (71-1 Z f SHF_ ;,Abl9 ff1 .___. .•ror�AMT -. .._ _...__ -_. ....•. ,.,, - w .-_<a - ._� ^r, urry - .• .... 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SI .-' I► e z 1"•°"' nllunlllulnnlnnlnnhulllullnullnll1111InUI1H1I1II1I1111I1uIIuU;1I11II1HIl111I11116111111IIIIIIIIyI1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I111IIIIIII 111III11IIlUIIII�IIIIIUIIIIIll�l1)IUIIIIIIIUIIll1111W>bWlIIWWWUIIIILLIIIIIIlII�11l:IlllII1111I1111IIIlIIIIlIIII11 MAY 16 J990 .. . 600--P4• 151 0 �",LOPG_ C�iZG1[:•Ti l NEW �'`� IGATGH F30�iIN ate+ Qa4"r'. ? to IL �-GGts`�_ D►.� � r•�OY I�. DBwr.1 5F'OLJT LOc nT l O► J�, TO 2 p� Y I iE_V_T y 1-.Itvt �x,y� RUTH ADbi'TIdhJ p ►.law C." v.s.- 4.` o.sot .• 4 D�CI�J TD►••�� t.,l�.w esL_L�Gj I I I Ld � `' STi�r�.AC.IL•..� � �� THI`: c_=.a�-..'1'r�caG-1' I +'I � � \1 i- N Ew Co G,2.- I ! NEW WtL _r r4aV-TH ALJC�ITIdN I _. --- - - 148,4 1*'.1 V_ i 66 I Gx,1T- 4' (E.xrtiT.� I I (@lrclh"1 .� X14•!.Z `1 DF piCAt=T C6-i bIr•l�r TO Py is 1 h.t�7TJs L L f� V N p f1Z I j, j' T H I e2 cp t.J T Z 4.C_ ', I j U Z 1 Z 0 Id' Uix Ld I I 7 Z ag i t IN 3 J IJ - I l Q 0 lu vI r� ti l� I �91T N f a Gxb i Flu N 0 Q � � 4'10 CE" 15T. L_ 4"c--ck.?� _. - d'C�_`'-� 40).to Ig�.°� P" , + r LI►�lE r'+ El-hLY D�EAK 7 Q R v F way U MXIST w +� l•.- 15T,j i I� 0 �� V i W 8y'_ •� � - Tm rix 147-r;NJPi ! `` _ u' �/ O w Z Z _____.___ ---- - I4- UJI - ZZ f�/�► W Z LLJ a��HAL_T + 1 i z z tit j �W Q Z04 ~ nn U L 1, ! Z � - ;' l Iti7,8 +•109.1 IL s.4,4 (\ I 1¢I•I�i- 191.1 / i" �� N /KI4e.c ! 7� + t1:9.o 4. 1(.4,& I Ln ! ' 143•► 4 4 OP 1 • TFL1111.P_ I S 1.4 i ` 1-- 4 J 14t I �ttt 1 -- i I W THE EijTIV_P_ ,L I A J © 3EPIZOVIIVEP TH A1._INO TOMS IG'i5P1ZtN -.LEfZ 7H4�� \ I ` �1, _JL �sY�TE 1�1. 1.Y �J 1g�/ 11, vd- 'TWO GOVIP_7 *41= THaeme PLG1..141 Foe.Tt-�E -7-V5;rE-M WITH D i.-ArteA Ot-4 OF vt%L.L_l.M AsjP A1OPLIGAPfL•E �i J� F-KK hHAI-t_ RGcVIG.W 1 CL '7�I 45PI.9--'TI/t-J DIiLPT, AF EL , 15TATM Or-FIG-F- 1. An-t7 61" !d'PL t®E -1-0 1J EW F(r..11�iHtLC N' q a� �� g G�i1LLfPR @ t'RdP. LI►J� ISI.O' r --�� - AL.-I- 1=1NISNE4 , MdT a:p d4 Ot.lp - 6TZ 1,,4 4 -�t iJO'f c'THERVvt`�E GaL�-�D Ot.JT TD t�TGN 56'�-'-ZO - IS W si•68•/G• -- E.XI-iT1►�Cq �OuTH praDITI/t`I V;OIJ 1 T-^ UJ _ r ErC JERAL STRUCTI RAL N©� > F-, --A� -_w _. _ Gtr �' REINCORCING: 4I 1- Soil rressure assumed 2,500 psf L.L. and D.L. { 1. All reinforcing steel to be ASTh1 A-615'(40,WO psi yield point). 2. Footings torest on firm natural undist.rbed soil. Notify Enginoer if other conditions aro found. 2. Set main reinforcing steol 2" from forms for colvians or surfaces exposed to weather, 1-1/2" for I _ 3. Verif/ all openings in floors on structural, mechanical and electrical plans. I hoarnt and girders, 3" for footings and other concrete poured against earth; 3/4" for walls and r 4. Contractor to verify and chock all dimensions, slabs not exposed to weather. 5. Design loads 25 psf L.L. Wind per 1911 USC, Table 23 E. Seismic per 1971 UBC, 'Zone 2. 3. Reinforce all concrete walls with 1/4 of 1% reinforcing steel each way, unless otherwise noted. 6. No excavation shall be made below any foaling closer than a one-to-one slope to the bottom of sarn_. 4. Provide ,'-G" x 2'-0"corner bars for all horizontal wail steal at all corners and intersections. 7. 86ckfill all pipe trench excavations below footings with lean concrete to bottorn of footing. S. Splices shall be IWed 27" diameter or 2'-U" minimum, unless detailed otherwise. B. Where reference is made to ASTM, AISC, ACI or other standards and specificatlons, the latest 6. Unless noted otherwise, place 2 - 106 over, c - 05 under and 2 - 05 each side all wall openings; revision or adoption is intended, unless specifically designated otherwise. vertical ban story height, plus 2'-0"I hotixontai ban opening, plus "-6" each end (Ininimurij. COnICRETEs Place 2 - 'f6 in bottom all walls. Pluca 2 - 05 vertical at all discontinuous wall ends. (Place 2 - I t 04 in top of all p-rapet welts as appllcNe.) 1. The ACI Standard Specifications for str►:ctural concrete for buildings, ACI-301, shall be followed, STEEL r _ • , ,�/� except Items tlpecifically stated o,'herwise In the project specification+. Contructor sholl obtain a .�....._ f copy of this Stondard for ready 1eforence on the job. M 1. All structural stnel ASTM A-36, (Iy 36,0,'0 psi), Detail, fabricate and weld to AISC Specifica- 2. Stone concrete to be fc'- 3,000 psi with laburofory^culled test cylinders equal to ,450 psi at 28 slays. 3. Expanded shale concrete to be f '� 3,000 rI with jaborata curad fast c lioders equal to 3,450 si tiom. ��w �' P c p' �'- y P 2. Install secondary structural members around openings in floor after primary structure is cracted. Js&'n " at 28 days: 3. All stool joists shall confarm to RISC 5tanclards. 4. All precast double tees and precast beams shall be lightwnight concrete (weight - 115 psf). 1 5• Contractor to protide additional reinforcing steel as required for lifting stresses in precast double tees and precast beams. _....,,,,, P h; ,... ;,.,, >sa•�:->,.*wrr;xslc�r«� yllev. ;��s�r" - ,..,...._�. n 1111111111 III1111111I1111111I1111111IIIIIIIIIIIII111IIIlIIIIIIIIIIIIIIIlIII1�IIlIt11III1I111I111I111I111IIIIIIIIIIIIIIIlI1111111III1I1111111I1111111III1Jill I111IIIlIIIIIIIIIIIlI111IlIrIr11 s r NOTL: IF THIS MICROFILMED ( 2 3 4 5 6 7 119 9 1110 11 12 DRAWING 1S LESS CLEAR THAN - --� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORI(,INAL DRAWING. -- - -- ----.Of 62 82 L2 92 S2 42 E2 27 12 OZ dt 91 LI 91 SI irl EI 21 11 01 d 9 LL--'- 19 SL- I b EI 2 1 N•��- ,uIINNInnlnulnnlnnhnlllnllllNlnuhllllll11I1111I111111111I1u111111I1111I1111IIlUIIIIIIIIB�IIIIIIIIIIlUII111IIIIlII111IIIIlIIIIlI1111IlllllllltllltllNlIIIIIIIIIIIIIII�IIIlI111111111IIlltI1111IIIIlIll�lllhl111I1111111111U11111111111111111li11h1111I1111IIIIiIIIIIIIWIll11 MAY 1990 16 , - _ IVt - - i i i I,\12 ) 4 OE� J Y I m , W1 Li 5-4 5 45 o V -. a__ '�/I•->•- �1 W14 X43 W14 r4';i W14 x4 x./14 x4?r � V./,4• r4 W:4v4•'zj �� WI v W14 x43 I ( �.�,'1 4 r 4 'I W a M I cn 1 -- co 5'4 �- N C7 Z Z w r- SZ.t90 'F V� JTII_LsTve. 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SEf ✓jl T FPOf,4 CURBS, S/ -7EWAt,hG, BLDG i ( N (4N ALL VACUUM l32E./1K�Ie5 TD D'E GOLATe:'rP E3�=NItV� SNeuBS AS IPI R-EG7�[> BK 4A,�IC%6 APW Al2<14r r-GY_ SGAL.6 : I" = 40•--0..� !^/5 TA" MANLAL VZA/N [��r✓�[=%� VfI GUUI� BIeErI K ER AND VALVE of r-AeH SYSTEM• INSTALL AC/TOMAei O�AIN A7- L-DI.J POIIvl- OF AGN SYS•t'�M. /'1 ALL 6. ). r-jp,� VALVES, SIL,. -<ABt 1�157R�L�17 L A I ' � 1 �•HEETS „�Ir.,.M. .«_...•„-...„..,..,,...,..a,,, �4.Y r ti � ,�u';$.� �I.�+�.�ba,,eyrr�iwh�:;i __�iF1�:.otcYO11M1{ "rlNlll *••_««.._.._n..-I•I..� - ...... _ � Ill ►II Il,� IIIIllll�llllllllllll111I111lIIllllllll!`IIIIIIIIIl1IIIlIIIlI1111111IIIlIIIIl111IIIt1111111111I1I111IIIllllil1111IIIlIIIIIlIl111111111{IIIIIII{IIIIIIIIIIIII1lIlIIlIIIIIIIIIIIIII NOTE: 1F THIS MICROFILMED l Z 3 4 5 6 7 Ile 119 I� II 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUF TO 1HE QUALITY OF THE ORIGINAL DRAWING. 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Z I"•"' ,nll unl nn{uuhn11,n1)nulnu)nnI UnI1111I1111I1111I1111f111111u1111I1IUI1�11NI1111I iIIIIIUIIIf11III11I11JIlUlIIIIIIIIIIIIIIIIIIIlI1HM1111IllllIIIIIIIItIIIIIlIII11III11III11I011I1lIIIIIIIIIIIIIIIIIIll1Y11lLlIlH11l1II1lllllll�U111111111UlIWIliI11WltI1111{IIIIIIIIIIIIUI1111 MAY 16 , 1990 _ . •--_._. - .....--- _•...._.- ._..___...._..._.. .•+�,rm••_ .. .... ..__. - . _ -•-,. • :........_...._._.'-.., _ -. _ -._..,.,_.. ,,,.,,.,.._• _.. ,..,,. __._. ....mss_-_•. ,... ... 1 Iv ['.AYE �: '1.5' O" • 'L5J' � ' ' ; �a:r,r ! i 10 r11tR.c�rr N11dlf far�tGlid Ir'-�� •�,r ,Z,-�,: �, 41-10 __t4 •- — 6, JAINt I F PE all i I F.a�ti Ort P��.t 1.5 " I � •TY P• .ii V - -� rp. 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' d I I I — p 'h!%-p '3 /-v EL i�I�I`!� li. 4 41'-D Sat, i�'�/'0 _ -�7- 71 V - D 1 - -- - - - - - - - -- - - - --� - -- -- ,� I � ►- r`r I I .AW F -AN NOTE U © I ,, :..orate Psi'"✓M OF W�.r •�Ol�T;ty- :� i YA MC i- g•O'•�O`" D� ��{P' 34 � ! ', ' 'ID ', '-- PI►GG 0= *`�t•+F•'..3 ' •'<:-a\'.C.. �Ol�TiNl+t� � 3i :� '�- ► �� ..i • .=0't ..-D � T' Vt�-�'' �--b•` L-_ a SO < Aa. ,r FAOT04A E✓EVATION.4 OHOW14 ARE EI,E�AT O�1 S AT pTM . OF RAOT NA� `' �._ r z_B"I w:01. F-^':t O - FDO7 r`iti MARK .`•�� FvOT11+1� -,'�+iGv. �«IT. �j T p CPL_WMN MARK cv-. :4! f.. •.y.- r Z F(-.)l_.I U DAT 164-1-1 PL_A L] Ir 1 9011-,•GO..ro.T4•MO OM•OM - f _ s ... - -...._Wr _..........-...L...w.+-.-ww.�"wr"-" +- • 11IIYiYNMrw,.c'.aWPu.Ri6:;.b1'M.iiM./IW� ... . - ' ` ,� X111:1►�111 I'111I111I1111111'IIf111f�fI1I1Ill Ifill Jflfhrrl�lplul 111r111l1R111111111111111IIIit IIll fr1IIill 111I111I111I111I1111111111tI1Jill 11I111I111I111I111I111I111I1fill 11t111II11 NOTE: IF THIS MICROFILMED I 2 3 4 .----- 5 6 e 7 f3 _ 9 10 _ 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DILE TO THE QUALITY OF THE ORIGINAL _ DRAWING. OE 62 92 42 92 57, 02 E2 22 12 02 Of _91- 41 01 al b1 EI 91 If Of 6 Ia-.-1 tI .'.•-9 s 0 C 2 Im•l"• ►UJINIINHJIudunJuulullllNlhulINN11111I111111111111UI111111HIhIItIl1U(IIII�IIIII1111111,IIIIIf IIIdIJ11yI1111111gI11UIIlUIIIIIIUf�IllllillilUtllnlllUlll{IUI111lIIIIlII111I1lIIItIIIJlWI1111�I11111I1I1Qlill1111!!l�lllJllllIWIJ1UlIlllllillllWllllllltlllllUllllUJllll MAY 16 1990 (79�. T T 10 VA-i'l!I Z 25'-,P'I w5a'-o + I- I 7 G►-1G ('ff�rl�: ie► Cl JL. C1J1.1►�1',a I I pnlUl+JV�S r LA CID U?) 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GA`"D R 1 ra� `4 ! --- - - -- - _ - __ ----- -- _ .----- - --- --- — --- - - - -- - -- - - -- ` --- -- - -- - - -- -_ --- W �4 x _Z A�-- `'1 K W .4 4 z 3='_DW I Q - 'I ` , ` - ♦J :4 :Z A6^'E RD's' ' D+,t �1 I� `� 1 .4 r -r ps'r�0'..1 .� ,,� .�L• �G K',tV Sy '— tZOD" ;::t G i..Iv�. �J 7 v I �� LrJ Nn►..1� � S3 I I � ; A � 1_ ` - W 14 x 'AJDVL I w I I i I i 15 r occaRS 1' r<. >•-- -- W 10 x �5 A` LOW RODS I 6T W GeR D S 54' I I 11 T; A'.RN,;i -rZ 117 G _ I _ 2 r�L11!LJ W 12 x 4 7 A7 �i�f7 ✓SPP �. I Rut f I 4 5r : AILI { Z +1 - 1 11 0,�UR` 57W �� Q !.DRi P� A 1 -- - - - - - - r � JR I I I i lH W ZA 55 c tzp4 I L OrAM".z. F?ric:VJ 1 � �t � i � I i LL i� r Tti"P. AL,•� � wiR17 D I - - - - •. _ -- -- - - - - 1 ( V 11 U U u � 1. U U -U-` "-'U -LCw- U r r SOD' D>=G�Iv� W�t,D NOTi,` n U t G:1Lt�n►.1S ` x I ¢ ,vt_LJM1..�, 1 . WF'�D RODS DK;N;t ALG► ,L Gti�lp:� A D WITH �; 4 P:IDC'LE W�.7S A ND'-y.,� • ,� -4 •r _. WELD ^DO~ P�Gt:!1.j ;, ALQNGi G,`s:C'S I ANV tl WITH ONE. � I PlAvrLG WLi,'7 GUL. Cr'J1-1�� P_1, ai4. 4�'�•::F -.�;.l�V� . AT' EACH �. W�rD ROOF VEGKIN:� A1.01�G, A.L OT 1�?- SJPF". T� FLJNNIIJr� NORTr4 - ;SOUTH I 4 � '7n W17y % P�iD^1 1x'C:,..�j AT 6A6N GOStiRuc%tATlON ( � O.G• `�1AX . t �G.'�,�"' F�r ,VII1`�G� 4. AT7AC H ptrG K NGti PANED` AT �'DE '��M•` W!TH I/Z 'I Wat_�5 AT 10 I O.C. (n EVt;�1 WSLV. �,' D.r:. O ALT.. t'I-�� '�:.�1 � '�c, t' r� i � 6M.NNON.CO..►ORT=.ND.ORLON •.,.• ... e_ . ti,��in 1,1 1,111,E �,Ilt,t' ;� 1,1,1,1 I,I�Iji ih(trr frl(1�1 111(111 IIT(Ili 1111111 1,1111111191111111(11111,111,1 tlji;"'''.-__ I I I I I I 1 I I' ( II I IJeff I 11 1,1 �11111110,� NME! IF THIS MICROFILMED �— 1 2 4 ----- 5 6 7 6---- 9 � I t IZ DF-WING IS LESS CLEAR THAN 'MIS NOTICE, IT IS OUE TO THE QUAL;T, Lr TW ORIGINAL — — — CRAWING. OE 67 9i' L2 92 SZ ft co 7Z iZ OZ 61 91 LI 91 SI bl EI 21 II 01 6 9 L 9 9 ♦ C 2 ,�niuuhnd,ul4uul,1,Ib,I,bmbI11Ln11n111n11hn►lutlhud1a11:ullnultt111u11}utlluttluulunlu!.►lattlll►tlntt}tt1+11►ul�lttluttlut1111u1,1111nnIuu111t11NNIuoltut11111iuIlluWwaVulluulul�lwduttluuliWlultluulllu�utillulnuluttllulina MAY 1. 6 , 1990 fl• k I, V V i It ao'-o• x�-o ..,. 0, r G,44 GENERAL STRUCTURAL NOTES GENERAL: PRESSURE ASSUMED 2,500 PSF L.L. AND D.L. r 2 FOOTINGS TO REST ON FIRM NATURAL UNDISTURBED SOIL. NOTIFY ENGINEER IF OTHER CONDITIONS ARE FOUND 3. VERIFY ALL OPENINGS IN FLOORS ON STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS. 1 4, CONTRACTOR TO VERIFY AND CHECK ALL DIMENSIONS. ti _ w � x�`'`'T �/" `UA'' DP �� ► ). DESIGN LOADS: 25 PSF L.L. , WIND PER 1976 UBC, TABLE 23E, SEISMIC PER 1976 G i,, -7 eve•. �f�",Ol< 15 UBC, ZONE 2. E.L.E,4. tB(c'.vf3' 6, NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN A ONE TO ONE SLOPE � ,1 MMS-TRIG�'1l. ltbT'. _. - p�. r,7i7 47; C)rt.M: TO BOTTOM OF SAME. I I 7. BACKFILL ALL PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN CONCRETE TO BOTTOM ! I I OF FOOTING. % 8. WHERE REFERENCE IS PA DE TO ASTM, AISC, ACI OR OTHER STANDARDS AND SPECIFICATIONS, THE LATEST REVISION OR ADOPTION IS INTENDED, UNLESS SPECIFICALLY DESIGNATED n OTHERWISE. i I Jf CONCRETE: n I T - 1 Pt:R +� I SHE ACI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 , n SHALL BE FOLLOWED, EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE IN THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A COPY OF THIS STANDARD FOR READY ( . _[aLl_r"I.�r1C1.f].n-I1L71'7.L1.LZA[`_1.nl:l.{'LCS!'1.J7'IL7.I't.-L1�7I'.Cll7 C1L7.I'7-r^r-�n� _ m Z - _-�_ REFERENCE ON THE JOB. z 3. -r 2. STONE CONCRETE TO BE fc - 3,000 PSI WITH LABORATORY CURED TEST CYLINDERS EQUAL m `! TO 3,450 SPI AT 28 DAYS. Q o r --- -- 3. EXPANDED SHALE CONCRETE TO BE fc = 3,000 SPI WITH LABOPATORY CURED TEST •t I T/Y OF ?a- ��` PER t%~. �-�'-- CYLINDERS EQUAL TO 3,450 PSI AT 28 DAYS, (.� Z 4 ,..,,riM.0— Lm MmMn�nA_��^1n1-1f`IrInL7./7f .Clrulfl.flCtrVnI�I�"lCICLIn t� i ALL PRECAST UOUBLE TEES AND PRECAST BEAMS SHALL BE LIGHTWEIGHT CONCRETE (WE'.GHT 1 1 n sin a -lx�:�c Ln r_t -�- ?.r._ _ 1 T ` 5. O PROVIDE ADDITIONAL REINFORCING STEEL AS REQUIRED FOR LIFT'NG 0 ol? �. � 115 PSF). TIP' OF BEAM ! �l CONTRACTOR T __ STRESSES IN PRECAST DOUBLE TEE AND PRECAST BEAMS. Lu AND 'Oo DF /':. --1 --- - - ___-_-____., _ -4-__-._ _:__.__. _-___--_.^____._. ___ ______.._ __._.____..____�__. __.... ____� ____� ___ ___ - __.._.-----__ REINFORCING: ___ ,.~� ' A- 1. ALL REINFORCING STEEL TO BE ASTV -615 (40,000 PSI YIELD POINT.) Z z ii •a't � ' 2. SET (MAIN REINFORCING STEEL 2" FROM FORMS FOR COLUMNS OR SURFACES EXPOSED TO ?" w a 7 WEATHER, 1-1/2" FOR BEAMS AND GIRDERS, 3" FOR FOOTINGS AND OTHER CONCRETE O Z POURED AGAINST EARTH; 3/4" FOR WALLS ANO SLABS NOT EXPOSED TO WEATHER. V p Q 3. REINFORCE ALL CONCRETE WALLS WITH 1/4 TO 1' REINFORCING STEEL EACH WAY, UNLESS OTHERWISE NOTED. W N 4. PROVIDE 2'-0" X 2'-0" CORNER BARS FOR ALL HORIZONTAL WALL STEEL AT ALL CORNERS ad I' AND INTERSECTIONS. Z Z 5. SPLICES SHALL BE LAPPED 27" DIAMETER OR 2'-0" MINIMUM, UNLESS DETAILED OTHERWISE. W _ - ► . + ii i 6. UNLESS NOTED OTHERWISE, PLACE 2 - +•6 OV:R. 2 - x5 UNDER AND 2 - =F EACH SIDE ALL °d WALL OPENINGS; VERTICAL BARS STORY HEIGIT, PLUS 2'-0"; HORIZONTAL BARS OPENING, N g PLUS 3'-6" EACH END (MINIMUM). PLACE 2 - =6 IN BOTTOM ALL WALLS. PLACE 2 - 95 mi Z Q w VERTICAL AT ALL DISCONTINUOUS WALL ENDS. (PLACE 2 - 44 IN TOP OF ALL PARAPET D p V Q WALLS AS APPLICABLE.) IW V W N QC ::EO!S i c3 STEEL:1. ALL STRUCTURAL STEEL ASTM A-36 (fly 36,000 PSI). DETAIL, FABRICATE AND WELD TO >l� ::E a AISC SPECIFICATIONS. Z 2. INSTALL SECONDARY STRUCTURAL MEMBERS AROUND OPENINGS IN FLOOR AFTER PRIMARY �� V Q II STRUCTURE IS ERECTED. I. �,� • � I r 3. ALL STEEL JOISTS SHALL CONFORM TO AISC STANDARDS. p a 1 i [- on,J. S . •._) V I 2 • � � F�Iw•. K E� — - d -L H ac -r . i ,-. �. .... - ....: .,.. .... ..,.. . „ .. _ �....._. ,�. '� ',y.. 'r•:-�:�a'...a.yT ,�: :..e.n: wi'tg.,. �:b-Y• a•.; '4. - ..._.. CIA ►J x . ; dd ' '" I Z z ? 1' Y -'Y i1 Ae. I 4 (r" _ I � Q pc., i 'for OF GONG. _ `� (L 15 I •, 4 I kA a V I (4 ;w i C%�!JM IJ SLHEDUL-E FOOT Ir� 5e-J4aPUL.E a Cl MARK �WumL°•FJ4 TYPE OF DETAILS P,EMARKS r 5 •+'' r.. , _ I • M/�R►c FGt'!1l 51'I:.E �'Q'�TIt'.1C1 RE11JF, DGTQ►ItS-, I�f�ftKS - • L (S S►fT. 't� ClJt:f GSL, (SEE $FiT 51� Z_c,�. . 1#5 o Vt:? D FOz RIrINF. NDT .6'-O 9-D^ � (`-c'o' g - �6' E.W. �� 3• CLR. 131M. ° _ t4 - W iZ.r 05 `)' �.� ;�. 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Q c °` /40 It � I V z To K j Z p ; F�eTAI 3 I I A,% I I t • i J 3 Iy 1. �`g j —"�„t>s, i I -TOF' O r "t .�'�t II p._. .1. .5 Z O T .10 �.+ IVa w 4S VJ/ 5?L AIS t,•�t�1 r U lrlf I Kii CMJ• 1 U�1 y :'i Z A cn Z oe w Lu rL ' � •' _ / I • .{ III I • . 1 _ � w � • J cd ' fI I ,I I ' I • , \ _ I I I I j � J DC, D t- _ ��' N H��LG% FcJR I I 1 W 14 - 45 . :DNb.E�: T' 7,0 Gam- �� I I i `n Q_ w r s/q A 325 t3J1.T5 j _ Z�4 Ia W, A'7 A;0G ,SrA;*"r7 5EAM BONN • U � � V r ,Ot.I'J�"' W ',l.• ".40"51 TO GOL{ _ I. - (If, TOTAL 1_L.5. } F.5.� I k1 �{ ( D Z I �� a �,,, ;� � �c .._ p'_ �"' GptiV�GT W 14 ti '.:. ".O GD:.'� I Lu � Q G 4�a �� C��r.� �ONNrc' I - -4-7 �� g��, � :�M J "' N 7 A ION I I i 4 W A, T V E' h. �1 1 I tl r"I:.LF-T' WL,D3 . .1, z 4 '� I I' I De �/� I !. c ;T +�T �L .. 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AIN _ j /,i 3 6D LT W. 1,5 - X 3 IL" 'rI,GK STGFEL V� k1A S�i E.R✓` Ar f3D''•H F-NDS . rid— �' --.__ rte+ .+ } + _ _— L— T I ��1 r ``� Al Z Z ON Wi;.6 J `4 •* f -� ��i��U i�l I3 3 v ----- -ti •l.�1-1'EN N,�T f-.N•+{=R '••'I�r+ 1 n�� 0 I 4 PY IA o •� '' �L-P7F- fi I i I 7��\ DO4:si �'' : 410 10 !!O L I z,, 17. =a�1 ,,tJ1 P r,lH�•�ERS AT 30TH F_W?7: . �I 5•"►� pr T.?r' G-iJx? i-�!:,.:t_ piELJ WELD WA`HE-R$ TL' I! \ I I AW;jLr_- AFTER ANGLE ' , : x TYP A7 �I.FFENEP. 6'N I _ _. _• J, II - fI FAR :IDE OF DF-AN4 � W�a •� ( IIIA 1 ------- � 'I ;1•IFFFNER FO-'4 NOTH 10 ;5,pr PF pEAM WEB TO - Ir.. If- - 6E GirN iERGD Oy B hNGrLE L-CJT1 ON e9 P L: rry� .N.NNOV .CO,/pIR,.AMO.ONOOr �f1�If1I�11 1I111�111�111I111'1f1I111I111I111I111I1>jiI11�11flfj1�111II 1pI 11111r111I111I111I111I1111111�t1C�fitIlltl►111111)111I111I1111111I11111III11111111Jill 11I1111111I1111111'1111111 i NOTE: I F TH IS M ICROF I LMED ... 1 ? 3 4 -_ 5 _-- 6 _ 7 _- 8---_ 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIUINAL -- — DRAWING. OE 87• B2 Lt 9? r. /•Z EZ 2Z IZ C1Z el 91 40 91 SI bl EI ZI 11 01 6 I9 L .1.- I9 SI. b E Z Nl�nnhullunhHlluulunlN:dunlunll111IIlUlUIlI111111111�11ulIlU�IIq�nNINIIII111I411111111I1h1�II!IIIIIIIIIIIIIUIIIIIIIIl11IlUliIIII�1111I1111InIlIIIIlII1lII11ItIIluI1111IIIIllllll,lI111I1111�I11111LI;1111�W11I1111U;V11111U1IW1II111IIIlI�ItIllIIIIIIIIIUIIIWIIIH MAY 16 11999 t f S I r A! 1 r d I } X X', r•i A R k l .�'A r i #I -----bo u'rH W M:.4.- P 1.A N 'r ZO-� IC• IAS. 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I u. , x �+ a • i . .,_ + „ Q' sr _ tu uA a�j t�rl Q UN�,� ti/i�l,e, rOSH/IVO l �' r�w; � . . !` t'�:'" yyit'!•' ,`"�• a V Z ' 7 /%��/!IZ" Gi9G. ,8,A'. �o=S NDAA?f� -� � � � � -a;� '`�:, .-r+'y'' -. �. � . .:,.. •�� ;,._ �l ., t64i1 Q ' ' t►5 �. C. M0.4 Iq�i.'2 11�.� $.'� o IQFr.g �l4�l.0 �414�., ;4,14- -��` ISP.d► `// ISc7 ti V7 _a 14"r,b 0 ►- r ..c=�., Ick' �.,; i � o �� ` .! •, .9 � , � Q / 72 W-W f4l:OvlUf7fJ G`rzL.Vi.!k N F1X,1 E OFly ' I! � � !t Ir i 4 � Aft!1.1ALTlt_ 11! + r r � ,-- � `�' t 49•I 'W l i►I..dV�rl •' ~ �14q..1 Iq-I,+y ,' l,q�.1 141s•"� o Ml•a ..� '0 1�.1 ,5c,+l � 151.•t,. I G Ipu O C r J 1: PLAt•!T I`1 ID, G I 0 - ( � � � ,• PRC per�..D - I -I � � 192.0 •�,��; y- c.t3. G1:k5r.0 []-4"�an •I,�- '' ' 4s"rJO O 'SQ►.AAC PUT ANSA. I e �j , �O PQ S PSIZ sN:FT Ka'" ! �" CiNNJi�T� DIP t•s• ' a f t , Jlso,� I \� - at�o•7 1 o,i1,.5 01 ,.E �144P•ro c !a�.� 0 1�8,; i5,�.,� 13�•a I 4• I i ' -J IJfW KEDwvOG ,YCLOWE PEt�1GE /til'DuA/O UP PLANT/.t/G ACOA A a I '�M�• C Ex I$T. 1�/��'GTs�•!J /�O.0 j7,e�q/it/�1loG • r1' EX 1ST. TGA R,�f-^•A,1 N I t ! r . .- +,� . EGA / t► �l..Ci�>aRE _ �, +� j - �► x�r w - ,, l / j 1,{ i 4 E111�5X ►p9.2 ,4'1.1 I ;{,. ,:; t�1S•'b o 5•� Q14U.4- ' ' _ ISS_.__._. sl•3 / Iso"1 J rj J .�1 t j0 • F ` p•. r t R�6:. ;a r �! 1 {S1 PHASE .T' x >+ s--- . _.... ___ __ ;.. �7 0 UAI .guru New w,�or 1 - -- - — - — - _ _ /'NASA' , 14 .I + .. - . LOT SO I 04 �- s.s Ams rx�N144,1 -, _-•----.- -- � 1444 01 Is14t3 IS.1Ci ttA►�t ti7'1' 4.1►rC>:. I�,t p M0.70 MN ; ux.vear I�a�.er' ' ` ,r«law PTL ;�_ __. IFIE VON I TA r v" +� IV WATfA 1_IWE ---._. --__y ...__ __ . _._ __.__.._. _.___.. _______ ._.____ .,._. .__ _ __.___ ......, _ ----..•.- F4uc%wT . ILit_ f � . _ .4. :i�t�eaiR i� -- ' --�•- -- I O � T. AE f8. J�1NC K6f-X.ANT 5 EY./SI: VOUeb[.RaG /"�,� ;,COM AVASd S' APrAMC G,eAAV JIc rALemp /N AwsE 1-- DA5' '117D NE1✓ 4s'-7' All- $A, riCAGOS - KL-'Y.r 4. P GbTSlilfiA 7i9X/F4L✓A G'-7' ,LS $. eo' O.G. •� •'i �.•� FLAN C�gNS 8'D•�. I — —_ - G_ ( Z Co A e-• 4AN-4 *y1 D.G. . _ _ _._.._.. ._- .«_..,....._ j 'S I�OgI' _ • �_ ___ C y _ C 3 �� G/ c.�/'//M Co'-�' 3 STEM /�c:lE " ,E,'!! Vf9�• l3 SG+NS�7' I ,Cl� 801A111 RD Z } F 10tnL -C IPAPILJC6I cy Mu I —-- - L---- r -- —A r 'I E I[L� Q 4CVlKT1 MATGN .4 IMC \ J''ejgt �SE.yts F0MFAI: P.r�i�lE'�t/Y 755 P PLANT/NG PGAN- PNA� _ _-,T /Gr d vN/f'e'wv VAS. �,4 4fi�G'�� /Z' /5 „ I- —/cU� U/P L --- ALe C 1/ SGAL�! /"m ZO O � V I�-I I�-: {�Y MAP Z G SINS .fie 2 �• G. uY M'.NNON.CO..F.'"o,*moon ,. - ,.,,e:r;.n.+-w.a -..w... anew•.w.rswrwiaww«w.«aysr+. mM..w.._..wrw..._..w.--`-"----•_.. +_.__.... ....._«... -,. -_..,...+M•. .... 1I1 ►III lllII III III III III IIIIIIIIIII( IfItTUl� I I r ImIIII IIII , I I I I { IIII , I , III , I , I , I , i , I , I , 1 , I , i , I , 1 , , III I l i l l l ( l l l l l ►T11�11111111 ? 111111111Ir1iI11111111111IIIItIItIlII1111I1111111111n • NOTE: IF THIS M ICROF 1 LMED rte...... _ �— 2 3 4 _ 5 6 7 8 _ 9 110 I I 12 DRAWING IS LESS CLEAR THAN -- � THIS NGT ICE, IT IS DUE TO THE QUALITY OF TM ORIGINAL DRAWING, pE 62 92 L2 92 S2 02 E2 22 12 02 61 131 J; 91 SI 01 EI 21 II of 6 I9...' L�" I9 Sf- b E 2 1"• '" ,mINNhIIll 11NIHII IIIdN11111UI11111111dN111111111111I1111I1111I1Nr1nNIIn11111f111IdIIll 6111111I111111m111111;loll 111111!Ii1111IUI1I11111111►IInIIIN1IIIIlIll11IIIIIIIIN11111IIIIII1111)IIl1IIILIIIIWIlW1llWW11111111ll1UUUWIIIIIIIIII�III�}IIUaI1111IUIlIIWIIII► MAY 16 , 1990 4 i z� 461 IRRIGATION SYSTEM U u A. The Contractor shall furnish and install all materials as required for irrigation system as specified herein and shown on drawings, N t�. B. Ai-built drawings: Within five (5j days after completion and prior to application for final i payment, Contractor shall upon a set of black line prints provide the Owner with a complete I m layout of all the sprinkler piping, showing piping locations, sizes, valves owd e11 other o important features of same as achxally installed. No final payment will be made until this v r portion of the contract is completed. o V y Dimensions and data needy-i for drawing are to be taken prior to backfilling of trenches and referenced to permanent above-9rode reference points, C. Work included: All labor, equipment and materials necessary to make a complete irrigation System as shr.,•,n on drawings or as hereinafter specified, C) D. Inspection of site: Contractor shall inspect the site to determine all existing conditions aryl {, items that will affect the work under this contract. q The .ontroctor shall verify all dimensions and ground measurements before beginning work. � ) ,* a E. Protection: All curbs, sidewalks, roadways, etc., either on or off th9 property shall be 'l x protected from construction damage. Any damaged item shall be restored to Its original til j condition. p : 2 Z Sidewalks and curbs over which material is hauled shall be covered with two-inch (2") m planks. All public utilities encountered shall be protected, 0 o F. Excavating: Do all excavating to the depths noted and as required. - - - ...... G. Backfilling: Do all bockfilling -hown, described or necessary to bring all svrfoces to grade shown, V z j wetting and tomping the earth in layers not over six inches (6") thick until all is thoroughly z O O packed and settled. Do not bockfill until pipe lines have been tested and approved. w %. 0 oc H. Materials: W Z O W !4 1. Pips fittings, valves, sprinklers, heads, etc„ shall be all new, of American manufacture, as specified on the drawings. Z � Q Z w Sprinkler i O or a Ms+ 2. S p V:JA: y�E'A/.ri V,ALt/E p Pe shall be Class 200 SDR-PR pipe, Type I mmol impact, with 200 pounds �/% I "I - .¢c• Pvc /.h�.v 7c YAc.Vlsr working pressure, and shall conform to NZBS Standard PS22-70, ASTM Standard D2241, J �) Scs/�- and ASA Standard 872.2 for polyvinyl pipe, O Q Z cc 4 ,�%iE� 4C P✓G ..FLEE E:= . !� ' G,.4N, L01JT. i/,t ST GL l I UJ 3, Fittings, including elbows, `ees, courses, branches, bushings, plugs, unions and ✓' reducer;, shall be standard weight fittings of Schedule 40 polyvinyl chloride Type 1, 0 /�¢"A�v normal impacr, and shall conform to ASA Standard B72.7, ASTM Standard D1785, O Z l 24.5 G./?>✓1. and NBS Standard PS-2170 for polyvinyl chloride pipe. Z _Z J ad fzr� 1 j / 4. All sprinkler hood risen shall be of standard weight galvanized steel pipe of size ,��..��, "Acv 29. 45 `.P M. - indicated or requ:red by head. Swing joints shall be on all risers. Fittings for swing J N Q w I t (/,! FlJr�nc6 Z joints shall be as in 3, above. All pipe and fittings shall be of domestic manufactv.-q. - j All risers to be painted one coat flat black unless specified otherwise. Flex risers, LU v0 ae N as manufacturedrLU LLJ by King Bros., may be used in place of swing joints. 5. Valves and sprinkler heads shall be bronze or brass construction as listsd on the Plan. p La��Ntj 6. Sprinkler items shall be as listed on the Plan, ,� U Q AH r. S/ZAf 7-TPE 7, Automatic drains shalt be placed at low point to drain each line. Use drywell of O sufficient site to drain ,system. Minimum size shall be 24"x 24" pea gravel drywell, O Ii B 4 / [3ytstss AA/�.e6" Oo.vn�oc ✓A _✓,E , MA�/U/fL ,BUCA:NE� Oe ��c+^L I. Pipe Laying and Installation: I� " M4AILML aZAIA' VA4VA 1 � � ii 1 / 1 Pf'ES5U,e� L':AGUG'lI1 ,�5�2E�iKEE'_ �:�8tt� yG,S' •I/� x 1, Installation of sprinkler system equipment shall be in s ct accordance with require- FGdGJ 71'5 ! F ESSUPE i� ments of equipment manufacturer. VA,~00M 8,t'EAKE.e Az 2. All pipe shall be flu%F.ed clean before settirg of heads c 1 yL"1 sc�i�. ¢4•+ �' 1 y+ 4 '' AUTOMA7:'G BAG.' C/ICt.0 f.1.t'.At/,v YALYC! B'UG,C,AJG,re G(o A ` MAn/U.a[ P,C'Yy4V VALuG vvG rr9nv 3. Piping shall be laid in accordance with best practice, tested and approved before /'V-0- 4,4TE i backfill is placed. Piping shall be substantially supported at all points. t'.l S �' " B,E'A:5.5 /Mfa4�c r .b.E'/rte �<i.e�" Gi.e'G1.£ BuGI�/V.�•E+ /SS PBU {�A .v �J & - /. 1,s.i /Z-5 7-) i Z �uB f/EAL7 - OA/ &/Se'.� �a' A10rZ4Ar , a, Exercise case in handling pipe. Dont manhandle the i or subject it to BY GEN, �o��r �� ' pipe I ~� ly4 I /M)'AGY �A/N�3/E1J /5/OIoR ApJ-7NT) unnecessary strains. Before installing pipe in ditches, make sure that bedding �.r" FLAST/G �C/✓c` FG't[ !//��E (Za is smooth with no sharp protruding rock edges, Cover pipe carefully; avoid r16-2' �Y GSM PoP�//P flCiat7 /vozrGE - v��r. Y srxe II f�1 xio �' �°GA-�>/G /MP.+aLf .� '/✓C PAE'r Ok .��uz �AlvB�,E,t� /S///,4 dropping rocks or hard cl.:-4s on pipe. If bockfill material contains rock or EXisT. 6'. 4•4r,&R-� I— _ L3-� II C-1, ce-e- f'op-uc h'EAD S/3Z NOLZLC X25 R!- t>A T Tj grovel, four inches (4") of topsoil cover shall be placed on the pipe before � a blade is used, /,�/Z /NA/.V TO MBY�i.E' Tt7 131IK.- i!�" `y" Cit'A55 .Fdl1 C/eC[E SI/�G{�S fsG6•�t.G BULKNL f 443 v Ar,s•,'5/zE I b, Pipe shall be supported at valvas, tees, etc. - �CacATion j / �L ff�AAS .4'1CF C/ext Sheds //C4C/ `4rtC,C.vtte 443TH c. When using threaded fittings, a lubricant such as Permatax N2 or Pipe-Tile L✓ArC,e MCrE�� stick shoiI be used on the threads. Care must be taken to avoid over tightening. LV OCi4!/dN l y+ j 1 Wi�F_:Nt1a /"G C' '' ,2A/N$✓�t'fJ ¢!©45 ,�.�/FI$/�'D /EAG'-,� r MA/.x/ 7?J T6es ' w I / W.�SVc'N '='O& _SEeAlAFS 403 /rte-�.aS BUGKNc� w�-3 One-half turn beyond hand-tight is sufficient. r„ � / W.e'�vc/1 F(�,•E �,esSS 4-00 NEA1�S SUG.CN6.� CW-3 4. Main lines shall be as shown on the drawings at a minimum depth of 15" kelow finish grode, All lateral lines shall be at a minimum depth of 12" below finish grow, and I %� ;I I z 30" Of'ECAT/!vG KE'Y ,G•vt.,eNE-.� 7/ slope to drain valves. �" LGL.:/NG LAP Fd;r? 2" SG/iEh. 000 PVG J. Sprinkler Heads: ` �GceeSYC GOGK/'ovdz' C.•9P .CF_Y' LSC-/38 1, All sprinkler heads shol. be set for proper throw at the time of installation. 2. All head risen shall be set 12" above grade at installation, capped, and the lines x i TG: WirE c»tav ALL ,SGF_ir✓6t W/T.�/ r g /sei�,.oTiaw CO.</Y•eu[_ wl.t!6 . Rested as specified under L-Tests below, Heads in planting beds shall be reset at LL�6GrNb /S Fqt' /Ns�eM4r/qv O.ver� EaN�'t'.1ern.� /S /CF,Si�.�GsiacE time of planti�to elevations detenninecl by Landscape Architect or wren. ! CO NPGET/pN Of 1NE 1�.1C�� AS S�rfCW.�/ DN 7N!' ' -" _ K. Control Mer-nanism: See Plan for main shut-off valve and section valves. !Vjfli � L, Tests: All main lines shall be teste�a for 24 hours under existing main line hydrostatic pressure, I and then inspected before soil is replaced over some. Hydrostatic tests are rsquired beyond the control valve for each section of sprinkler for one (1) hour under full main line pressure - ` 4 TE: before backfilling trenches. Any leaks shall be repaired and the line tested to the satisfaction C! � of the Owner.41'� sinJy,E 13/�q.,S-/,E�fiS7' P.�'�/_-,gY GE:N. GLLVT. -- �'�" * - / -- -" ----- -- -- -- Da leaks: The Contractor shall be responsible for damage to the raL-L � ,.� __— _ .� _.._._ '-�.:.:_-,.:.:..�:...__-._-____•-=.�'-.._._--�-_.: mage y 9 ground, walks, Po 1 JA/ P/ilse Zr Lr tA.o Fo,e Aaropr //05C AW-9-•F&0-S7_ AR160A' (�• roads, buildings, and piping system caused by leaks in the piping system being installed ApJvsf To 44.*, NEAP /M IWA.is 7Z �d HoS6 fti/ -fe�2sT �" Nosz A/,g-`X067 Peegiv i i or having been installed by him, He shall repair at his own expense all damage so caused, 1 /,V PHASE II ,('.•1� lt{,'/_'L' /t 1/!,Q w�/ t'PCaO` 6A/ _Z.06- �t CCt'NdiC' p� JIfLWi, j �� .vOzr_c _ t 1 N. Auxiliary Equipment/Volve Boxes: t 1. All manual control valves, unless otherwise indicated, shall be installed in7, suitable concrete or other type valve access box of proper size as required for 0 j easy access to the vo!ve, j 2. Remote control valves, three inches (3") or smaller, shall be installed in a E-16 Q 4500 12-inch plastic valve box with a L-P locking lid with a 20-P plcstic lock •-f/E.R/Fr �.nc/Ir/oN key as supplied by United Pipe and Supply Co. i 3. All valve access boxes shall be provided with proper length and size extensions i wherever required, to bring the valve boxes level with finish grade. ' Q ►►� O. Maintenance and Guarantee: The Contractor shall guarantee his work for a period of twelve AGL G. /- ,0/PES St.yL". �O F✓! SGF_E✓ �cH 40 (12) month, from date of ^rt ('fc"rinnrP nr rtip ,nr�,; !,.; t 1 n i , c r ,1. .! \ Ld h-.t andir;rnpor r^h ttc rc . ,c I leave the work in perfect order at completion, and neither the final certificate of payment i ` 7 � G,E.006 ' /'YG M�'N ,, /4.ti G i'/t4r� S,'.DI✓N S/�A,c.` ,FSd' /NS�it:LCL, s nun any provision in the ccntract documents shall relieve the Contractor of the responsibility `f t) f) M.%ti•'��is/ O/ /8~ B![!>c..� ,e-iivlS�. for negligence or faulty materials or workmanship within that period. Upon written notice, he shall remedy any defects and replace parts or material as required, and pay all expersn Q� AlL. SC.'.'E"o. si•� PYG Sc-Ec�✓E.S 'N•9.GG EXT -,t,',L7 A ,�,//.ei/M!/M for any damage to other work resulting therefrom, Of/=O'' eSSYLYvG7 G'C/.�135 / 8�-�6,u Ey'G. - C<110 �MA.!'/�. r W E,Vl2e - e��' GE/✓. CONT, P. Cleon-up: Crean-up and dispose of all excess material, trash, wood forms, other debris GL !Ic',r"�G.yTi4N HEAt�s SHALL tS6.�6f 14'Ac�G fx^'O..vr GU,E'�; resulting frcYn irrigation installation. IA15 7-A�c:_ ,AF�ef'.t' FC1'+'rL' 7�5 P�S'sG�IJrP.� VAcUU/�! B,CEAA!F�C' r /N.S>'/l:L /9L�nM9TiG 0,PA//V k,44✓E AT LD!✓ PD/'V Oti ALN ' SY-5reW TO ADEQtW>Ll ✓ .UE'A/.V SY1��M t'1 6D"r .Mivi.yc�H l✓.�ra:s� �'1"�-t• '',a'E" AT �=>O.G G.P.M. �'�G4ll/,r£:U �� , ` `,. Ar WAyC,e 1v717_ETz TD VA'el,-- R6,'Oje a I/IS7A444 r1OA/ , /NSrAGL j', vkre VAeo /LO" /y�N//'7!/M A�vYG H r=N T 141EAp ANG �s PE.� Goof LCGf►TE BEi/ilv. S/l.��eSS W t Ir- •NAR MON•EO,►OIIT LAND,OIItOOM +A.1rPtJ�gr7�l� / s .''�'�� .. . _. t t ► t l t t ►�t t l t s f► I t f t ill It rn nt I(I l t I It 1�r 1)t t I t 1 I 1 t l 1 t(r n 1 1 I f t I t t I f t I f t 1 t r I t t!t r!1 t .�...� .�._..._..�,.__.�______....... .._,...,®,,.n..,, . .........m�.__._�,,,. �..,�_ _....�....�.......,...:.,...,.-r--,..,�.,� � .... .,,,.. Itltlt�tlt�tl �tltltlt�tltlitI Ito11101111111t NOTE: IF THIS MICROFILMt ED v I Z 3 4 6 6 7 8 9 Ito II 12 DRAWING IS LESJ CLEAR THAN --'�"-�— ' �'---'-�•. THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINAL DRAWING, OE 62 02 !Z 92 S2 42 E2 22 12 02 Bt RI LI 91 91 IF EI 21 II 01 6 9 l 9 9 4 E 2 13161" IIII lnrtlunlr-N:nNLrrrhurin11111 NNIIIu1Uulnlilnultt!►1111III11111InItitI tIuI)IIJ111161111IIiiloiIIIIIIhiullttt MAY 16 J990 -77- C-., ,�' j' (L, f4� 4y�� /* 0 kl. C.400 wp-� 4'a oam 0 o'ki 1 I 1 I I 2 I ii 111 � 11 iii 11plIIIIIII i1i i i1i i1i I ; i i1i i ili ili �iii i_li_Ii�li �i ii iii i �� I I J11iii I iii i � il NOTE IF THIS MICROFILMED 13 1 4 5 7 111T4 '14' 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , AT IS DUE TO THE QUALITY OF THE ORIGINAL 11 1 1 ►IZ I Z Z �i 11 1111 Jill IIH 11 DRAWING. 09 6170 9 II111 " Zil "Iilllllllllllllllililli,llllll IIII111' 11111111111In 111!11111 '111'1111 MAY 31 99 M E M O R A N D U M ROSE , BREEDLOVE & MCCONNELL , INC . CONSULTING ENGINEERS 19 N .W. 5TH AVENUE PORTLANri , OREGON 97209 ( 503 ) 222- 6886 'wo 1st 30 1': 77 FROM_ Elden E. Breedlove __—DATE___.__ ___ '= --- ---- --- ----- TO _. .�� .—.. —_ --SUBJECT Ted .N®kon Cd6�pa -� ---- - - --- — 142B0 S . Ili. 72nd Avenue Stream EiicIcsur Portland, Oregon c7,2.2431 :1•�ftentioc-,, TedNelsoi', : .� urf, enc;9 *i,i- four (4) prints each of Drawings 1 and 2 for the abode: subject pro lett . EEM/dwh Enc . • A. n rROSE BREEDLOOi E & McCONNELL INC. CONSULTING ENGINEERS Elden E. Breedlove 19 N.W. 5th Ave. 2244 Judson S.E. Portland, Oregon 97209 Salem, Oregon 97302 (503) 222-6886 (503) 399-1399 AM . r � i � i � i � ► � � � I � � � � � � , � � � � � il � � � � � il � � � l � � � li � i � � � li � i 11111i � i1 � NOTE : IF THIS MICROFILMED 1 2 I 3 4 5 �II ' 10 1 Y? DRAWING I S LESS CLEAR THAN --'—_-� "—�" L_ -- THIS NOTICE , IT IS DUE TO _ _ _ THE QUALITY OF THE ORIGINAL. E Z SZ LZ1111111 Z SZ � ZZ v TZ Z 6I � f3t L�i111 T Si - - L- _ T _ T_- -j1 - .- lj- 6 — i� DRAWING. II illl 1 ,01 f4" 7 �`� ,� � fir'�� P�. � � z 77" e ene, 14 An FlI.F NO. SHEET NO. ROSE BRC'Pr" CUE & YCCO%Nr!-,- MADF �3Y DATE RC'j 7Co'r ISI � � � � � � ISI ISI 1 � 11 ! � i iii ISI ISI ISI I � ill ISI I Ali Wl� PF" l I � ,,,1� I � I � L..� � �� I� II ISI III I � I III .. � •� NOTE IF THIS MICROFILMED 3L ry 4 7 10 41 1 DRAWING IS LESS CLEAR THAN to THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 09 IIII IIII �IIIIIIillllllllllillllllillilIllilillllillllllllllllllllllllllllllllilllllllllll7*ll111116 11111111 1 DRAWING. 611111111 H- IN 1111 1 111111111, 1,111111111"11111111 '1'11111111 '111111111111111111 '111,1,rllll MAY 31 1990 er van wimp COM 7i%wr 1000 90C r-l' 17 dt�5CI?171qe, C. f s. 700 fCC10t- n . slope 0/, CJ, 0060 "Per- foal Find C(1�Me/-Cj— /5 ,1�C he 5 an 01 00 velocily Or 0. 5 f�.Per fe--)110Uf1;p-2y C/0.5/7ed /Ij7e . 3 0 y 4 0 .0 41 \\3 OS-1 00 2 �� - z .0002 --r .0002 -- 100Ole .4004 —.003 Ai;"� CT 90 80 (n 72 V) 000,51.00C)4 3 .0008 -Z 0006 0. .0010. .0008 7- $4 -4 ow�' F '000 7 co • 4 Uj 002 40 Z 4 2. N7 0-.- -1,V�l F 3" 003C 30 Z 37 — .01 0 4, 30 < 0 0 UJ .6,060 - T- 20 xpom.l < 24 .46 ej 00 .0 _7 > cr s 10 b .0300 .^10.00 .0300 0400 .7 • 10 4 112 OL 13 3 6 14 10, it--\lf q. log* ' Z E OF *7! A P "Of"R A' :Now owl, 0 w 041 nor- v -r Depcrl-mP17A Cor , I lol� - if Ici VF, mow,, 'met. " ' Ili l , � � ' � � � � � � i � � � � � i � l � � f � � � � � � � ili iii ill ili ili iii iii ili ili ili ili ili i i iii ili ilili � i ili ili ili i i i i � i ilil � � i i �,ili � � {i �.i � il � i � slili � li � i � i ilili � i i � i � ili � bt 40 I I I I I I I I I I I I I . �. I I �►�-I I IF THIS MICROFILMED 12 NOTE : DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 09 Z 8 Z L Z 3 Sr Z Z Z Z T Z Z 6 I L I i T i E I T I I 9 t DRAWING. 1 �Iilllllllilllllliiiillll IIII IIII 111111111111111) IIII�� :�,,!IIIIII IIIIIIII IlilllllllHlll 1�II Ift111111111 IIII IIII 1111 IIII IIII IIII IIII IIII Illi 111111111 1111 MAY 31 ) 1990 �-pRES-r r�..�,�E INTENSITY DQRAT'ON CURVES 5 A i I I S I I I �. A I I , , I 3 I1 ' I W , 'j I + 10 I o YEA4 FREQUENCY I , CIO 0 DURATION (MINUTES) Mr 1: AST WASW R GTON COUNTY TENS TY our ArION cv�:vEs 1 I t i 4.0 I 1 3.0 a ' a � I LAJ t>. 2.0 � 1.5 . 1.0 `� �:., ,, 'EAP FR`'QUEN<„ 1111I I. 0.5 ISO 0.0 r""' 2` �.p 60 ".O too 120 40 160 + IV-5 & n for East Multnomah County. Cti WAM NOTE ' IF THIS HI l l l i l 1 1 1 11j," 111411 J...Iill � I � IIIIi � IIII FIM J 1 1 v I 1 1 12 CRO � ED � 2 _ _ - - . ----- DRAWING IS LESS CLEAR THANTHIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ' DRAWING. 990 I � 1�III�nIlill III III II Ill illilllllilllil�,111IIIIIIIIIilll�lilllllllliilllllllillllllllllliiilll .1111111 :.: - , MAY 31 Illlilllllllllll IIIIlIIlilll IIII IIIIIIIIlfllllll flllilll Illlllllllll II I Iliilillllll IIII IIII IIII IIIIsR ,�I�{il IIII IIIIIiII II(IIIIIIINI�I IIII I I i I d,'f ,. . .� �- �.1i10 15,dl�ri... �v+., �� .,..• -:-_ •,.uy,r.,: _._.•n,-�.,.. - �.-- .r.._. . y.. � .r+...,.,,_,.,.. .a --..... Axa� —f......a.,....�-...... ._......_ „.. ,.. . � � _ 5_0D tN A 1 s? s'\4, LIM Or f r `� AP L l"' tiYj%'�, FIG. �" Ohl[-HOUR RAINFALL. IN INCHI*8, 1�'Itl. p ' ANIC-HOVPi RAINFALL, IN !N+CNE�, (d, r" ONCAHOUR RAINFALL, IN INCH • TO EXPECYRE:1KPFCTED ONCE IN 1D YEAR3,D ONCE IN 2 YEARS. TO CS'� O LXPECTRp ONCE IN 6* YEA1 33 /f fy�I 0s �,, `�. tip► /�(� 1Ir pi w FIG. D. ONE-HOUR RAINFALL, IN INGHES, FIG.•F,_,,•,- ONE-HOUR RAINFALL., IN !N`?=HES, FIQ. F. - ONE-ROUP. RAINFALL. IN INCE TO FiF _k X-EC ONCE IN 5 YEARS, -0 3E rXrECTED ONCE IN 25 YEARS, TO BE, EXPECTED ONCE IN 100 YEA CCmpUT/ T/CN OF t IN PAT/C 1VAL. FORMULA. I eXAMGI E.-A-5-,g um e expecrcwcy period ��S ycar.5, f;ee f/q. D, assume /oca/ify, fii'd I hoar in/GnslJ`ci•I75in. per I -I'�TESSI Y � '� � �7 SCR ' M7 HCUR RAINFAIL p a . p ,._ v DUO 800 ; -p •" �-•�..._[ e -700 r _ 1 I 30 Cc), rr•-640 o Soo i 7 ? -44 r oved - ,) -1 W `z-D/7CH fLON' I AOO 10 � zl cc . - 0 ::) q A�4/ :�1_L_'��Arca- /.6 oc�cs, oveltrs 9% F- 1z 0 5a�foce,.%cv�yca/or+rr/?n�f fbw 200 lf.of e°6 Lu k-2C0 Acrd � �-- � •- x � i Ditch flow - 150ff at05A �+•s r 50 i t W ( d uj8 r �► ' o• For Oren/olid flc,. see r10. H of left .. !F Z f" A�or6rvas; x }- LL� E:. 7 fvr'Ditch flow,o�Jtmx*/a/Q.3 e/J.,r•Mel,��urfr_+ce 4 j} ,J ZD. 5.05,rado'ilch •!a-!, V- !'7f1 per.w. v. !104' ber• 0,, 1 Cl 1.0 �,j 19 t7 'T g ..Di rcfr lime.�� •• 1 9O `irfoce `� J F� ; i oncentrotlan time ••1 E �. Den:�e ,•'�"'S�Ar �Ie �� +.� 1 fs�fQr 1.7S Curre from, 70 p A -�- ` �r�QLu f .50 X 40 10 Q 2.0 30 z t- 20 00 i0 ;ZO 30 40 50 60 70 80 90 100 7 /6.5Af DURATION IN M !NVTES --Conccnfratlon flora in Exornple. I FF VAL 'L) E S 0 , FIG. H- OVErt-ORLAND.0 10 6 -rENS! 7Y— DL1R "r L 16- IN Ai 1 PAINFA F L rl „ _... . "'Reproduced Irorn "/Ice//ona0I/S F'upllcc.`ic�n No.2C/�, !1 S. Deer, of •�'►;rlcu//'�r•e,bee. y Dovid L. Yonne//. r+- -;�c /e r." from ,Eiagir�._'cnin� Al"C/r-6-C7/ �^.-` %'/» X;�%, L0e',o orfrn e nf; Po.�f ? 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RATIO A' EQ?, ► A '__ r a a ar°o� c � � ' = R UNOFF as pe,ok disc harSre of yy rte,��he '' irl chic {/yet moi- second l�.fs.� dive. fa rn oXimum► s,�orrn o ss u/�► e d . �se� �' � ..�. r'o f?�;..5- 00 N-VZIc7//y /0 -- 2.,T.ye01-4. A =A/'ca Coe fficie n t o/' rul:)offs ,7-ohIo B . e/nwt'lVovsulre o/'/osses duz /0 fi./en ai�y of rvir;rfoll //7 .117che.5 ba. ed ori C0ra,ce17/7-47/.io/7 . irnC% See /�'g. 5 00. C.o.-ice17/r0'tlo-17 firne /irr�e required r'orrcrin f�/lan�r of.-»c�.s/ resna/e point io reach di'schvrge ,coin.'`. Conee,,V.1�ratifln time rn v�� //7 01U die C7 verfon Cy /'/oW lime, 04y once' Chal,717e/ .•% . firrne, Py. S=04, .S•OS , .5 - 2 7 ciao'' 5.29. TAKE A--COMPUTATION FOP , FOR 'RAMON AL FORMULA . LC)C A•T' 4 o Nl a FL,0 VV -M lN. i� C3 X11 Peta P' 1 L, ? ZHAN- ;CAP,A-` V lldY. INV. s P N1;L. 'SLOPE ;CITY f+. YHER 'ELEV. ELEV. _ ff IN. 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Z/' 711/J� C1 7 o. 20 o.Go 0. 10 ` 0.70 V Q�i7a !�� v1� vn k o•1� o. 601 -0- 101 C�ULbus117ess orFo, 0•60 a.-75 O.Go ' 0•�5 Q �eye'i�lfo+ Srrrra. ►5 0.30 1 0. 0 Q rJrf1POSlT.E �'.. --_ �.__-_._.____�.____�_.w.>h_,,,•.e__v r.SuAu�U�►f• resio'er�1`icrf .r/•ecaw�, !� Ir a.3 ? o.ss 0.25 ! 0.40 ojo 4 �oT.E' : �/�/tre�r of� ' �`f�/' e�ai-.tf°a .urr'�^c• e re a�rltf/i�e/' t��►i'fcd f�^y de-_q, ee of 5a.141, f ton, cr,:-�/nocy`ia�, surf-�cc /rr��ut`rrr•f.�� ,end' .�.�'opc, .1,� c1.�t-�r�c�'�/• o/' s'ubsoile oi�rt' by ,oresencc o� ,�`.ro�tt or�.I•�rzOd'� .4i7��f'1'` cr l�'•c�. {� �lefco/f araar F�'dy, meri� n r �w+�ro � practice , .1928. Al ` Griew-lei/l. (D 41s cc' by Cil ,y rcporfe& by ,NJe1-c01r tr&0,(y. Q �/scd 6� G'ity e� .�'e.�`raf f,• repd'�,�etr� mac,► tM'e1`'cca/:�`'�` �'d®'y. C. U,e y'tlh101-1, civil' rx ar. r�r+ /l��dboo.�, 19.40. 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