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HomeMy WebLinkAboutzW-0018Seti �`y t l �I I Y/ to be c� /frsm. sa iue.6o /fr.fo -PRESS URE EQu9L /ZIN('TlJHKTO \\ B40 REPG 9GE R /vTO/v HyE T9NK.. \\ flE PL ALE._S_000 "%OI:%Y00(��N7. .. . I ITI; 4, /, i]NO PUMP /Nry JT9T /ON T.9/vK TO LO/gT ROL /A'TER/yE0 /R ]'E O /STR /Cr SER ✓ /CE ANO FURN /SH Suf'PLY FOR Nl�H 4 /STR /CT$E viCE oo 1 I shaPsdfo # -sis 1 - 'EL. 4?3.09 "EL, a ?9.99 EL- 432.3' f / -E_. 43i.S3 :i'EL. 436..53 EL. 1119.13 �'f EL 4.25,11. r EL,4Z7.31 - - EL_4z�,t±1 - r EL.423.64 1 422.74 �c -- a'� 'EL... 42.2.64 Et,. 42,.04 'cL.. 4Z.G.S4 STA. 3 +2c x X n I - - - - -- - - -- - - - -- - \� =L 4Z^ s 1 , i 43439 fEL.43293 -❑ ❑', /'E(_. 4 -3:. �'; ''L:L. 429.y 3 i /'EL. 429. 43. -EL 427,4!.. -, ;� EL. 42(,.N 1, V EL. 42601 J ^EL. 42444 / FL, 424.24 �/'E1.. 4Z3.- '4 EL. 422.84 - EL. 42 24 - -- .- SSA- 51 -oo.. 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I 1 i 1 ! _ - - - - - - - - -- - -X - - - - - - -- - x .- - - - ^EL- a ?5 -0s _ <�4.. -< - - -- -tom, 432,09 "EL; 429.x9 '' /'EL. 428.81 /DEL 427.71 : FL. 427. 31 EL.. 4Z6.?t 425.7b EL- 42Z _13 "EL_421.53- 'SL, 420 -_- I/ L_ 419. -S EL. 41753 CITY OF R�IUTON- E:N G I N E E R 1 N G DEPARTMENT - I 15 E I r -___% > _ I _.1� - -._.. _.__. � _. L tom. < >- 1[ { ___ _ Approved : Al i P2, F1,* 1 z s a 6 .n ,JuMii:;� I innln 1 I ! Jnu1n � In.;i 011u f III1111M114M Illlt MII11 MI�IIIIIIIIIIIIIIIIII IIII�IIII- - i LIP X13 -4- �v r�i Er 4 i r �SToRAgE -TANK eA-�E PC ti jar f 1 to'' -6'• EL. 437. 70 (RESERVotR n- j TOP-GUR�i i { (Ex,sTkwc.) 1 I I i a I• w � � •' ' ' � \ EpcaE of GERM 1 � �\ 5Lope 2:, L j LL LO c ! � I x - -h a x r - / 1 - o9 -44E ,AIIf.f719,kLII ti I T III I;Mg`PIVLI,�t pt,w MU W 1.FIT,1;Y:17 4 tlm"la,IJ1 Q.?,kMIlfl,t'!11 I I't 14 MMRA i I All I'll I.tA Al, i wr 1 IXfs l,�--: R� a R, N jI a 4�2 - - .. .: °<. .y i l s£;; tj 1 , +: x,9=0"" 9 "360v"4 Fop- 1 �3 - EXHAUST £K .tNSTALLATIO'!.! - -, - 1b" 5 -?A Z! INC. TV t MET-ER ,d& 6.12 TEE r , I l,- �� _ � ►I► \ -- I _ yy i?'.. + �\ + P-1. it P•2 P -3 : I _ 1;4 ;7 �D15. /' REMOTE CONTPOL CONDUITS TO BE fll(� -� 3.10" - W €AHkRS€AL 1._ .:.,_.� , - .. - (Ox €FtD• €LL .FURNISHED BY OTNEP S, I'O BE PLACED FOR CONTINUATION: II r Gotc.7ccti} B.I :+8.4 [idNOZaIL : IN THE FLOOR SLAB. 1r f I �-_•"'jJ� -- I+'•o'." SEE SHEET 1 _ fi , a - �' 't .' i I � I � I � ! - �. c•iF -)N tzoisT , ;; - �:", � -- ek --ia- '�y.- - d P TROLLEY ITZ�N 11 .LE CT'RdC Yo 1 I LEA VE SLOCkOi UT / S I j xC ,. � .. :. ,. •,.. ,.,. - + ,,.I o - I a O '- N'�� , v!�' � ° �,ct� ' J v EQU IpME ? _ �� iE UL E PANEL S15CHARGE: PLPING lN5TA 11. @1 1 I f��y I 1 Y11Mp No.i ISOO oti. p.•n FrESE I ' j ' ' - I .-• i ' l -Bp CO,N1C.- tYO .1'.S- E _I'' Ptijl2CfU.GAL WALL ' W Ai L_ E - ... d 1t i i -PFZ -U! u B NS MSTr TE � Nallo.Eo 5 : , : 2Fa� Ev :.M6-F 0'G "S6 f INC., w s F M "L1 o O4 -!W[iA' o•'A. r+'� ( N , W/'REINF, EVERY VEQT +Zm i T ue 5i2[E F-11? WITN VHS 6 o.N?". L . j .1.8 _ o 0_ N T HIRD COURSE I a .t S RP9. -3 N.[SL 44c, DoT +r C +Nc. , fro W.aY veurrce.l' TU28uE - - Ae p � pt 1- DTT:Epal � I _ K s�,z Tp �.c ?":AFL pTeoT:b _ - _.. O _ I .. '` :\ d a _.,�' 0t I mod` 1 ni _ " 7 vFe 6 56 NY. Iset> Rp 3 ?Bds�,. 9, I �SLOfE FLOOR `.\ d \ o . :. + !a • {: o c • i- •apfi - . l�.s# `I qqa voa r Px f.a s 1147` : ; o i �-� 41 i T OTO TO bR %1114..: .. 1 , q, 13- W <',"E2_. LoW MIEj£R. 16" fRO•P'Lc:; 1 Na. �„a: "erg A 5 II 6° �* -, , f ' I {. �IL_ 3_ e arrLl• MAST €ra oW Moa9 jv tr` , r I .a *., � � .,' , b �oNC.'sLns °� G'�+Jfis1`i2�V�: - s_�.- _.'4 -.- --'F - -- =?r -5- .�•'a _ -�- .i•- - -- -� f t 'E F :r �: cT . ' � WITµ MAGNkT+b: zi•21V'r. - . Cbt+T{5 TED FILL Tt'T O{ 'G ik'.s^�.50. t£_.f6x16•- PfLASTER % J - - -- - -- ._.-- - - - -- -- ,... - -- '�- © Icy'- TYP. FOR 4 - T .. W 2CRETE...E;90TtAiC„ .r?'•4FetNT _- -- W�4Fe 4- # 3 STIRRUPS y ""'- o.-O",RF[. NI ELLS -� I 22'-4 " - - .�P'. C�# 4 CONS• _- MIN. sLa�gr /F7, L` „Q._.a -_ -.. ---- -- - ------ .---- --- - -+'�' :':._4 P.+T..321iN 6R3C1t'El °r _ 5E.i -S EFE.'( 1 ¢ _PUN.P :': 1 _ 7PE..sN- 1 -- C,ORhYERS T i - p No. P_ M. -PLAN 14 tN, PLAN _� I' -d ' tj ... :.,. - , ' � E1317, ;�Vi =1Zy, O'j'HiE=Z i3.1(+•.R .. - - J : I -_4\1 ' -. ire •. :. ^ -:... .t . � e - •I < � J .,'� L.. . __- � .,; -�- _ \ i -.-- sE tr :;GG11� 2_.: -� .T' -_Q r ^iLq•�iG LS?NG. . :, '.. y - i : �fS tAAR4E -." q 's3 TI ti, -- _ 3 \ f \ J QY ^ d x4.�.JI)4T• IT ]DOda UNTP -L_ tj' -t `� -x 8- A1CtiACJR } --, . - G2ADE I..t +� .. g - 2# 5. E3 BEA tN6 f10:P�- :%'L.P. EL•.427.00 - - a e BOLTg fo7_ 5 cot s i. =F• I + 8`coN CRgjE. SL 1tLEt iz i f0 EtAxC BIOC C: # PROVIDE 'A4 SUPPORT UNDER GV� �F3,4.: 5, 4" 4,_8" 5,-4„ 314! . 1. X$ Vc YaN J° SfYkP : AD­ 1 TOT of foczgx SCALE., 1z 1 O -- 2 x 6 �- ! - �._• 1- g" CONCRE.TE.:HLOC Y. 'C:45ING. 1 J, LINTEL • 34 5. Wf ;l3 TJ E 5 Cal. 8'., - ' .°"_1 ;5EARJNG EACH +. r- + J u �. END IF `�ti c 50U.T44 -El_F_VAT{U.N .. %"a_1 -�." � y:� a�£k�N- FtE,tt'D -F C U N6 MET: A, DRIP JEG..I; 4 _ C `C. ? : CAP 6, SCREEN -- lxlz -L FRAME t _y t".PLYWOOD 2. IN6; e 4 , ;r HARDWARE:. CLOT - _ - %. 3 FROM O' 70 1 3 SASH � + TROWEL- L- TO ,BLOCK GROUTED ,0 � _.. _:.... / P, TRO TO.SZOUNDED - 2'_4' 0 K ----- i -- i U JC}Up -51LL TOPWEL , r - I i t (\\ \ I. -- 2. i CAULKING , TRENt H _ COMMERCIALALUM t ; PROJECTED SAS"i1. o S f- �4 Q 3'O "SrPCV Ep N Z I ? T -.- _ ME %41 DRfA CAP- 1' : 2 ".I}: ix# L FRAME xk 4`' n8 °xlC` CONCRETE " _%LOCK.- JOINT REMpr - -I Wj =4' ANcHWti >IF 5 #. GRAVE _ FILL _ (( IN EVERY COU R5E::n " _- _ I i• CAULKING -w , 12 "x:36` .,:::FLQOR - y CONCRETE BLOCK 51L1 ENICH GRATE p SCALE: la " =I ®" DETAINING WALL. c_ 6 k SECTION B i� S f L l VAT I c� N 7 sA. 1 ra ^B WEEP.HOLE f a o 1" - , _. •. •,ra , a SCRAP:. PIPE 10- 0 ".'._ ...r "i .- SCALE.I2 ?i' -C7 OR i w i4On .�7AS1`� S.I"LL , .. SCALE, 15 = 6i ,- /EOC!i �; = _ �5)DE f's�'` . •r -J'L PE ?FT,' - -oI -- -- -`�?'_ - - 2*4- GROUTED FULL HT. EACH JAMB. 2EW. ai A5. CON15TRUCTE0 JF' 2 ^x 8" ANCHOR BOLTS � � \ t" IMt! OWFif - - }'' °r J�.�i e d' - HEAD t _ - :.2 "x +<" I "x4 "$TOP FOOL? 86LT e,. s . _ 4. TILE .DRAIN - -. E ,; i :..:- e3•� FOLLOW l � -r: ,t CITY OF REIJTON RDW'Y. • i a 5S0 1 OUTILITIES DEP�RTrtAENT D6wr -:_ :: ;':: •: fELEV ?2 4 ": 3 ...1 GRADE I. I 19G LGa ,.. w ;d HIGHLANDS E4.Eile4TE T t .F3 # 4:CQIrJ =vn� HOUSE---! x ` _x a., CONSULTING 'VNGINE�R : a_a 4 x t ) 4 DATE: DEC :8, 1959 SCALE: DOOR 3AMB Q ME ETI NG STILE ff" a , RICHARD E. !�6!t3LF F - u. -. , i 3 -2ur.�... b_.. : - _ -" - a APPR01tE APPROVED: AEPRO 5CA LE, 1� -1 0 1506 SbiiTH TOWER SEATTLc y SUPT ,U29UTIEi CI, WEER � MAIN r D94a a._' �y . r b. " .. ......:..:. .�,.Z`i��.ffGE'.$ r6 .9�5`JG, 5312' 8}!T sf a: 17 C �a� I I a� luti =; of I 44. t A-w I _ r. ' ,FOR. BP.lF.W�.R7 + @N QF FIT'(INQS �9®f P4H?.I..VI'6Yd$.- CAGE: O° .3 R �- ° %3 STD. 11'0 VENT \ a3 R ep 2-IC r ROOF MANHOLE � q. F(L FE \Fl 'S*W,S,OVERFLow TO GROUND "4k / ahn tE� Fire aF LnwER � /✓/!�N //oLE F? - 2lQ_ I 4iZ `2R s, 12 It.vENT �' N 90° aRl. -COWY 3C' WIDE Jf: HRNDR RIL \ NDRpUL - -�- -- '- -- y3R 1 °LQ G- 71, f >COt / //✓�n v� 4t' C+r A Z �/ /Z =Oi/o ., ,_ i / _ 4 !3 ZV7Tti -'c Zl —I,14_ 416'�'J (' �� 'I/O' %U \ 3 \ / /a 2. FP / 'LR L rl� 11G �. a3f2 Z­: W 5 SIPHON DRAIN 3 IC j aq2 8- 1191 X 2s_ICjr8 TO B. ERE CTIOW RODS -CIL. TO COL. - y FIELD LOOSIEM 4 LERVE IN PLRCE AFTER ERECTION 3 2 b J01 N( °3 6 �2 ".� 34 `7'4E�*=E -o vVE4'- - cc='.\ \ I �g e P I $ R. � °5 R \ -HALF 30110N °LRN ISO' HALF: POOP PLR"_ 8-l'4 - ° /f1 x2b' 9H g 7-0 6 C—,.. /cc< 2 Sr:e < -1rs 20� 5'bE7C GENERRL NOTES CO'N 512 V � RLL WE OED CTlON . �D/3t r }' \ / RLL. SNELL. Q, CV CINDER BUTT JOINTS, f, COLUMN GIIcTH ,JOINTS TO t'AVE II✓ 100% PE NET0. RT101"+. CYLINOF.R to O I D ��� � `�� / \ / %1 i=UUNDRTI DI-1- BY OTRE0.5 (rr -. -. C?cl ic, A1) EA.E CTION- by C B.t,' 1. CO. INSPECTION- MILL- NO�.IC SHOP -NONE FIELD- E l S, BY C_USTOr+,ERS REPRESENTAltVE 2l0_1 P/ Pz 't C IAA:.. . :'', �.+ r. '�. � / � ' / /L.� C'M1i /PLC T /ON C`f t� /E •F' /C. �- �- :a /N7 / /VG/ THE N /O:tl�S 7 c l,V WA 7-&L -C L '6E F ',L7. Q TA/ /EAH � /n/T�"O / _ TA/VA C�C� /f -.N, c -r -� 7e qY �6 r ,0 LADDER CA4i5 ^' '" 1�0• F, TT IN4S TO BE LOCATED RBOUT RS SHOWN TO SVIT CUSTOMER gQ�gRggy�EM -£LJf MRTEfLIAL SPECIFICRTIDW- PLRTES- F283-GR -G STRUCTL'P,RL -Rl FIELD NOTES o"', - RPTC.R fiK.LCTtDN IS COMPLETLD E: GEFOKE TANK IS FILLED W1lR c. `.CC A-ni WRTC0.I CRDUT UNDIR COLUMNS G CYLINDER RS SHOWN- /• l "'y F:,I�7 _TI/`('�J DCTAIL j. I`IATER-IPL Fog Or+E 744+.1K -CNE rZEO O. INSTALL RRDIRL. t, FILL UiAUDWAL RODS DUAIN4 ERECTION OF IOW EK. rC'cLI, ,J � / ^t;1� SC C, (r !) / HIS D ally IS m FROMM Ol THS CPIC /A MU" /L +O�/ 1 IHOI C016'liT Al17 23 TO W,• 11$)m OEL4 I7 SIiSC.IW •IH TIE MWMA1!CY Of PORK SS 7= CKICAM ARID= 6 'PO! coleA 'JSPO.4 P .32sol 111 PAR? PORRIDII6L P JRCNAD[R'D PL + SM" . - . ORDKR NO, RROTI. No, . ,. RtcvraioNr _ CHICAGO BRlDfiff A /FOtlV C®t6eANY - .. . , •.. , . -.; . .. � ar � c"°cao a� - mss, r.L r+n - an. urwR �a+.at .etA .47r —" 75CI M GALS. SPHER IDAL ELE'i TR4� dRNasPI+P cw ..w PLANS WAGS AT 1a1 '.I ' 'I�I a1 II 'I � 7,7k. IV LON6 —1-1¢-OANC,.VORBOLT 4'-O" LONG W/ HEX NUT 3 J'OANCHORSOL75 7�0 FURNISHED BY OTHERS. U 2- w/,qE)( NUT FURNISHED BY j OTHERS. C TER OF PIER < E-TOF OF PIER EL, 430.50' EN :T GRADE EL 42-1) :50'± *5 -5r1,Irf?uP5 Q, TYP EVERY OTHER P/ I /VOTES IZ-'* !S e 7' 2 HAIRPI 11 ANCHOR AlItf 2 Z 12-'S'S @ 7'16=0'10NG- )'t SEND AVOWD OPENING , I I I L� J ' ;4j I. DESIGN A5SUMPTIONS: 1,s4-HAUNCH 50/1- SEARING' - 8000 FS.F CONCRETE.' Z8 DAY COMPRESSIVE ON —Z- 4-8 DOWEI-5 w11-O" HOOKS --OUTSIDE PIERS- I I STRENGTH. ­3000 PSI. 1--� &4CJ4 SIDE OF OPEN /NB TE-sTEEz_: 11vrERA4E01ATE OR CONCRETE THRU57- 04OCK i7­16'C.I.R INLET- OUTLET HARD 69ADE DEFORMED N A5TM A-305 CENTER OF PIER SE ELL r IV. -0P PORTION OF PIERS rO 6E flVISHED EL CZ __j 0 IN151A LIN BY 111,U51R11. 2.7 / . / , 9"' SMOOTH TO 6' BELOW 69OLWD LEVEL. V HAIRPIN ANC11OR5 3. ANC14OR HOLTS ARE FURNISHED BY OTHERS. Y�l 101161 a4Cq, WA 4 ANY OAFR-,1XCAVq710N UN42ER F007-1416S j IIy ?0-0 HOLE rop *1 7RIM BARS x5+ l° M41RPIN DOWE45-L-) M0,57- a.= FILLED WITH LEAN C0t1CRFrE- 16-1 W4LET- OUTLf 8'-0" LONG T. 9.1 SECTION E ? R oj� PIER SCALE:. �"-/'-O" o/ z 5i i CE1v7E? OF P/5�( 6' 2­0" "'S STIRRUPS 2, 7 0. J 5PAC/M6 -T-17 IT r 71 -7-f _7 S-CEN7-,-1? OF PIER CEv TER OF p"ER -74 rmumcy BACK -V,9,E WALLS PLAN VIE' I!' F- t, I I II I f 4• -f 'SS 6_5� 7 0 _:7 SCALE.- a­- V-0- 4OA16 HOOPS (9 1 I1 011 7'-0' 16_ *6 .61-D' /O/v6 ............ SHEAR 5LOrS TO BE -PROVIDED ALL POST PIERS AS SHOWN. 8'-O" LONG IN 640V CORNER US,- ONE .*6 DOWEL 900-K' SECTION D -19 SCALE: j,_"_O. FIRsr owE SI DOWN FROM M16 6F 6- 'PIER; THEN 12'CEMMS. ---w-- -w i. 2- 4'0 ANCHOR BOLTS 7' -O" LONG -/HEX NUT SECTION F-F SCALE: FuRlvisHEc, ey, oryER,5. SCALE: 2­31' _. 4- 'SS LONG V 2j' Ft0;Sr BAR 7i FROM 7ZIP K ZA2 REOD /N E VIERY TOP OF PIER J HAIRPIN ANCHORS 1i "0A 10'- /14' �ELEV 430.50 A-f 4�' � L. +3"-- 6 OTHER 00",51DE INER. ANCHORS MUST 7' 8E OFFSET OWL: * 111VOUCH GRADE EL.. 70 A415S ANCHOR ZOLTZS < ip _ -_-Fib =7 rURNISHED BY Orii-FRIT. T-1 o Tti- 'v 6S LONG FIRST ONE 5' DOWN FROM -ER z 16- TOP, THEN 12'CTRS. T4 - 7'- 2jEvjfi0VJ5' -- AS CON S7PUCTE�) 19co 14 CITY OF RENTON UTILITIES DEPARTMENT , WO, -11 r -4 _3 1-7 /0 BA Wv & 6z1'a HIGHLANDS. ELEVATM TANK". /2­7" LOA16' EACH WAY 61- 74 Y V -71 /3-3 75CI,,000 GAL. TANK FOOTING A r M4IRRIN L _T -3 E J- 777, T' CONSULTING ENGINEER DATE: DEC. 8, 1959 959 ISCALE: AS SHOWN RICHAR6, E. WOLFF SECT101V O-B APPROV "pp SECTION A-A 1506 SMITH �T6VER SFATTLE E: 5CAL SCALE: z MAN 2 0944 NEN- o;I cpK R L r- IA44 F . . . . . . . ... HES r) d ES _ r I"PI- L V ti i ti w v� �q 0 v • v i 4, b F- P/L r I � � - - -" - Construct New Charm LI/;!C Fence .61 — -- � - Existing 1-ence z>l.00 _ ' - - -- -�- 1 11 ,i I VT y "� / %/ / � 3. � / / pL5 � �/ � -- -�-� -- -- ----- .� // i • / - 7� / .ti's'/ ��\ ,� FT o i _ -� � � B,um k% ✓, 436,20 it ' ?.4 G to 1 � / 1 , �i roi i 1 I Exist. Dlp I Ex,5fin g Pum P HOUSe ° EXISTING I.S t G. RESERVOIR - ' it Elev 419e 30 i f - 1 I �/ ' II 1 r„ I "' � u - Existing Reservorr o'F /oW " Dh'Al \11 PUMP .HOU5E - - -- r r / h SF_E SMEfT LIID 3 5 lrrstc// Meter ni - Meter Box By City of i 1 k II /� I II i leer, too RAMP-' Paying: +. FUTURE I L M. G.. 0 2'- I 3" Asphaltic me /RESERVOIR ! : I 6"5455 Crushed -Irhhk . �I sE�r m , Install 167,16'X[3' Tee h N 4 G.V 31V C'fy of Pcnton �' b ,• r{ ! Inv. E,'lev. 421.70' iI II eZuq End i '�. _ z � 7 i f Install 16" C.I. P 93 5' East R; Fears ' l .nstall /6 "-45° ~�� / In5h711 !6 "-45J Bend -=' Ccncrete Co1lors' zc.sm \ m / 066 XB a 6 "Tee E/g'd 3 tfef SSE 1JETAIL i a� / 4 �4 Red L. R ss \ \ SHEET No 4� y I .a --- — =— — — s,�.:✓ \� •� 9\' C %clings — c I f3.��t // t_ _ ,A� t levotvd /Wonr/ j�_ 0 e >:' w im v i - \ v r ow' Co ection y� \` b to ot'Perito� j I �L SEE DETAIL J y 4/yy 4 u / -(6 F1g. -l� End 22 ` t lrl)v. 42,A96 + 424--- � ;�� > &rode Tani 15ite- Elev &9.50 '/ --�� �F t - fF — -rf�— —vf - ,F f - `. �orsfruct /Vew Cha /r L/ri,C� Fence 363.61 — - VI/1, Q' Pitt Run &ravel 1 NOTES: E/evotions ore Renton Dalam- 2.° Pipe Fitfings where not oMerwlse desigrr�ad are Mechanicol kint. 3,- B.M. Overflow Weir of Existing Reservoir. Eiev 436.70 +.- Prowde Coocrefe Thrust f3)ocA of Pocc change in direction of Pipe. _5.- rnol locafion of Drain to be made in Fred. a � 750, 000 6oL Elevated-Tank — -- — - - Foot-inq, See Sheet . -,NO. 2 / I Confractor G. 2. Le/schnet Construct %on Gn. ' 920E 12 th. Ave. N./. Sea the 7, Washinq tan. yyorK Gom,,,encca! Jan. 4, 1960 Wor/{ Can-,pOeied Jett, 15, /9Gd � 1 CONSULTING ENGINEER RICHARD E. WOLFF 1506 SMITH TOWER SEATTLE i MAIN 2- 0944 1 .- .'...�y.: _.n......__o y zns�ill�: xlL°" C r'S Lev"4. 5 ,z I �I �r I { I ; J r i Div ti \\ k a; �' t >y REV. Not AS C -01 E2VCj LY I I 1966 15 CITY OF RENTON UTILITIES DEPARTMENT HIGHLANDS ELEVATED SITE PLAN D:ATE.15V�-S.-tg5� , SCALE: i" APPRO PPROVz A0 1.0k =A SUPT. OF wT13 `i*1FS rrty �saxlLCro rtr.aesa