Loading...
HomeMy WebLinkAbout1789.1BLUE PRINT -0. 727De• A m 2'10 Plan Slooe 1 i is Inlet - Max overall height of com plete tAN,r =7'-6 - U shaped openings to be cost .IN ease Sec- tion as required; for pipe sizes to /5"1 to provide 18" min. depth below invert of outlet pipe. - Place one 12" -S- section immediately below top ring and lower subgrade if necessary to insure that openings intercept base course gravel. Metal Frame and Grate (Casting may be set flange down on adjustment blocks in lieu of precasting in Collor -See Specs.-) Top Unit 1 0)e3 Hoop- 6" Unit S V_ni 3' Opening 2®e3 Hoops-, -•I 5"F�-70'=�i 5' i•- �•{ 5" I•---T-B'=-.{ 5" � 12"Unit S Section A -A Base Section Bar List •n nm«. ns a out m at P,O LOcatran No 5er Lrniln Bemm�i D0°ram I B°ttom Slab ° Sae warts 4 3 36 4;Q .; rr 2 Bot •. SiDa 1 3 36 yr ST a Sine walls Z 2 2 2- 5Yj 3 S-de walls 3 J Ia-4' 4 VnR -S- 2 7 910" Nate Cvt tnr0or berltl p°rsOas Section B-B Pipe ....'5-se, STANDARD PLAN NO. 52 Type I-C Catch Basin Inlet Precast Revised 1974 0&_ WAr,C-R SEPARATOR DETA/L - No SCALE Se- s,_ le 00 ve,mtea - NI ;� I ft...-h wee ' Baser If fir ll . �� si' Floe � A. ti 7" 2 k 7•" Cos Iron Ring Arid Cave' pee To Be Se- So I-v.cr Is wNn serve. -11 Clean -Out GENERAL NOTES Note: Driveway can be reduced to a thickness of" 8" when a 10 gage wire mesh 4 square pattern 1s used PANSION JOINT (TYP) EXPANSION JOINT (TYP) See 'City Of Renton' Standard VAR. VAR. Detail For Depressed DrivewZLXPANSION JOINT Curb a Gutter -Type D MAX. SLOPE •. E " 10" SECTION A -A JOINTS Joints shall be placed as shown CITY OF RENTON or as directed by the Engineer D[► A N T M[ N T 0/ PUBLIC W O N K• STANDARD INDUSTRIAL NOrF: REMOVE EX. CURS, GUTTER AND SIDEWALK. REPLACE W/TH CONCRETE Concrete shall be 14 day Class 6 (3/4 ) NEW PER DETAIL ABov[ AND / air entrained Portland cement concrete a COMMERCIAL DRIVEWAY NEW CUAB, GUTTER AND JIOEWALK / \\ ....... D•ae 6-83 •"` "'a TO MATCH EK/Sr/IVb PROCEDURES All work shall be in accordance with A.P.W.A / EX/ST/Nb �•B. l7` TOP29.(03 TOP 2G.80 plans and specifications or as directed by She Engineer. °"AW"NONE CNec NeD eC• ArPwoviD eNeel I or t - 70P Z8•zo �•N� /n/✓ 23.E 8"DETEC7oR CHECKK 7ov 26 gs wry GENERAL NOTES _T � SECTION A -A JOINTS: pI JOWie ef••LL tE RACED NDT TO NTS 4CEED Id Lse c/T Ce0• LT.e.YI 1C c T CONCRETE: cmETT SNAIL IE ND•7 cl•lie efi. i/EI 441NL0 1•Olt WTLMp ( 1aDIT EOMC'KTE ORIN owT TO CTIM i De ION wGL ANLT srEf.r PROCEDURES: 4L UPON. eeaLu W •1CIACACE CITY 0/ RENTON &PI earn leW• PLANS eKClgCI7l011s S ION iN[ 10111-e•e• • •N ••u L„1 ew •s sfN[cT[D [. uAs.afEu STANDARD DEPRESSED R Y CURB & GUTTER - TYPE 0 /!! ZZ.88 1/ /NV, 22,03 VALVE ASSEMBLY TOPZ760 \ FIELD CONi/RM /NVERT (TYPICAL) /n/1/Z4/.5 1 TOP 2763 StE SHEETC-Z /�/v24.90 /nv2S33 ZS•2S Plilo0. TO coNSTRLLeT/oN _ EX/57/Nb /o" WATER_T_ _ EX. tB'I j;. , / 1 bo Z19 21 a i tiaAA yT t9/t° 1.® Qf� Ly 2g M \ONO S.O t r �„N• 11 + CO 3 (TYPEII-48" e z0•cT y CS. `sI (TYPE-.01 Z C-4. "Z (TyPE-r) 8 % VVIO/L SEPARATOR Z>3 TOP Z6.BS I > To)*. Sill r z8 /4 SEE OErAII AQOVEI ZB.o5 -- INV. 2Z .53 I/,/ y 23 ,16 Z ToP Z6.85 MAN NOLS A/ F-/S"empli 12, 11-IS"CMP a0 0.5 i T so Li - /Seremp INv 23-7G //iaF - /Z"oAn roP TYPE II - S4"D/A / 2 To P bd Z%" I ZB os J �Iti e I v o.f'Y. b� I 21.6 1 0.5 %29 /DFO INVZ Z.20 8 FLANbEENO f / Z ti I ZTAs0Z,114T 2 2- /4" FLAP VALVE PEQ NDA OLYMP/C F R NOTE REMOVE Ex. pRIVEWAV DES/vN• �/ tj AND REPLACE wlTlr NEW ��� W/OIL• 54e C4aAtS, GurrER AND sIDEw4K SEE A45TA G A48ovar TO MATCH EXIST/N(2 2 SIB oc 'All / EX, DRIVEWAY C -..--•_.-• \ AND C4DIR6 / 2 1. LONG DINSION O- -� igt' Q✓ �" is RwcS s IEpti EXTEND mo TIC/ \ EARTH TO PROVIDE PAEDUS / Z 7. \ STCBILITY. / j 2. AS I LOCK in IATWO F 50 /. p I Ills TI LOa( INTO TWO 1✓l1XR / - .• \� IN THE LOWER TIER. 7. RRXERIES IaaER flesh `^�" �1 a [ / • 5 rT SINLL BE LUf61RICTED L Z 6 ROCKS [AACUATm TIRE \ / Y I 5 RAN TD 2 INN nan llY" • �p Y \ ♦ \\ Tat TD Top ( llA)I a F_T )• O� T t 7 e a e a. ROOKERIES BE CONS THAN 5 I'T SHALL E mDUAMTLCTID a v a m 1 TPAN OM DTD ROCKS w ARC. mr flr� / $ LT 33 ti E 21�y{ I•�, -� er S. i0 EHESWLL •'J . � �+ LUNSTRICTRLCTED NIPEA THIN 77 / V rlo LOcAT/oi✓ ,s / �5 J eel i \ b.-- ':RDcx slzEsR OFGC/.e.B �Av � v a PAX ESICNATION InWEIGHT T D1SOn 4' Pccroe..o we Du.>a- V, �� P N. x RAN 300j1j 5R50O0WWW 13-1e t` jWN TO STODJ4 SE,.a.r , , MIN IM 210W 20- 4 5 INN 21001 30MI 32-3e � }�'� 2b • D } llr b� CQ, f7 (TYPE I 20CV- WALE. 'TAIL- � �� Top Zc.5 �10 SGALE h/ INv.23•Io / TO P:26.SZ t� d=Z3.9 Nl I EX. try t 1 ,l FX. t1.1 / / 1 / �t'I 1T•1 J NOTE: REMov6 Ex. CURB, GurTER AND SIDEWALK. 1�� ��� Z1•� �1 5 REPLAC4 WITH NEW �d DRIVEWAY PER Der/AL ABOVE AHD NEW CuR18 / GurTEAQ AND SIDEWALK / l CO. 1*8 (Till To MA re v EK15 rI/vdT / ty 70P Z..s 1 /NV. 23.55 l'A' ' /N✓L43/ P I I � r - s- - - - Met. W t. •Ala TIP•, Peeem, V..•'•yu•r. S. P...in, a•S.. ➢u.�n, •.0o Sur. S. -1. nl \ \ � G•1l ern al• Lalo-DOCY Tr.n[h i Notes: 5-fill 1 L Prerb• uml arm wPporl undo Darns. N al ?' at15u 10• 2. none lamp __ hau rch•t. NaIQ 3. comport D.6d1rQ m ulal IQ 95 % m .-PI ll-Illy .1.1 pip., held I It IIII Ile 1 Iamb all, 1 %/2 4 Na•• curies. If D•dClna lor•I, or slope DID �.. O.D. up a.., Iron pip'. Ism -as r' 5. Sld.l ll mel.r lal .hall form to Sic. 1 con 1/2 61-6. e.W111, .ee.pt that roe4 or O.D. lamp• Wier thou 1" per foot of pipe fa.maallen d11111.1 .hall not be v-d. Lore' A,pWe. STD. RAN 4DZ- TYPE e, BEDDING FOR RIGID PIPE IN TRENCHES (CONCRETE) OR ieoN Ill Y al •r Ml If" 2 rfa..•S..• loos � Ud S",Peeeul, M• N- • n:DD Pe•e,n, 14 S,... SS DO Peeun,•IDSi 1 m ➢...a,, J20S.. ION 6" Nof es: Pu.a1, HD S.r• 1045 1. Prone• •-iforks .00.1f undo, Dorr.L OD P.eer�., 02DO S..• D`It .2. work a•ddlnp a,do, ho-choo. Sa,dyairel.at O.D. r•andaNen I.r.l A • • 1 min., 211D and •nMr d-adn. • ever 27' ..D. TYPE IF' BEDDING (FOR FI.6X161.E PIPE 1 PLASrn C- OE Co1Ze JOATW METAL.) ------- T - c a 11 1 rYPE -n TOP Z6.85 INV. 24.34 /o" .--v ToP 2 -7 s8 /n/1/ Z Jr. 8 8 zK ;1• iJ 2 fN I 1 Y TOP z7.z5 INV 24.g2 ZBo5 A. I I I ti ti I I 1` w w I. I , � 1'b I T titi til I 1 1 V IC I N ITY MAP SCALE /" ZSao' III ZC.B. i°" 6 11� l y� ti0�- 1� t`111111�1 ?. --- Z1f/a9 1t% f 1'� \ !.� LJ (ram la 2� t� L 2 S� CLEA/Y ours 1 V �J' \` TO GRADE (TYPE lT- 487 MATGN 1 ?7 W101t- SEPARATOR •'/o✓c NOTE: 6" PVC PIPE To CONNECT / <v'P/c.-5--aRAZZ AND DoyVNSPour 77-7- SEE DETAIL SEE Jceo DOWNSPOUT TO STORM 'IY1 (ryPICAL) I OET.41L VE ON SNEf T f Top 26.5 / //Vv.2Z.4,1 lo;DRAINAGE 5VS7EM ci) /•p % SGOPE M/N/MUM I I < T PP-1CA 4 �6 J 2�O 21.53 i 11' I 2j PROPOSED BUILDING I I 6o✓.cfIlIV15H FLOOR Eat" a: = Z$ 5 c i 1 ✓E,e /�iEO 2 7 22 I / I /z" cATE VALVE ISEE SHEET C-2 x�p E></ST/Nb SS. M.N. VERIFY PRIOR To CONSTRucrION ADJusr s.s. MH. L/D TO MATCH GRADE I CB. *Zg Cryve-I) TOP Z 6. 45 INV Is-10 I Z ZZ LF-6"✓`'4A11 eY- 717_61,1- 4 " FL EX PIPE INV. t/8.0 t 1 /6.� R c NSSEPR /OR StRKcr,*N /NV.6"� PVC PIPE TOCONNECT ROOF OAIANTo STORM ORA/N SY57EM 0 o i�TOP 21 4��yEX/ST/Nis S.5. MN.TOP-23.S/ TOP�Z3.3/ =23.�0 TOP-23.5 VER)Ff P)l TO a0 /.o% SLOPE MINIMUM �� C� /nN /9.50 /ti/v /9.�9 ! o I _ /NI/ Zo.4S /Nl/ 20 3� /AlV -F ss „JV Z/ 29 NoTt. 61 PVC PIPE TO CONAIECT v CONSTR LEG 7/ON 6 �!c. Q ADSu3T S.S. M.N, //n/v'2/.7/ DOWN SPO(,t,T TO STORM I °� l LID TO MATCH GRADE DRA)NAGE 5YSTEI�'1 a 24.04 CQ 1°q (TYPE 1) C.B. �/O (tYPE I1 CB "/I (TYPE J) A 1.0% SLOPE MIN/MUM CB W/5 (rYPFz) C.B. 11l6 (rrAl "I CB. Rf/7 (TYPE.Z) Co "/B (TYPE -I) I ! Nti CB /2 (TYPE 11 4 ToP z3.5 TOP Z3.5 o TOP Id.S TOP Z3.5 ScvPPEeAND (TYPICAL) TOP 23•50 TOP z3.50 � Top z3.So In TOP Z3.50 1 l C.S.927 (TYPEZI-54") o a' DOWN 5POL4r o o/ INV /1.81 R /NV. Z/•g INV. 21•6g 1, INV ZI.47 INV 2/•26 2 4./o INV ZO.3B INV 19.96 •o ti /INV 20.59 N INV. 20./7 N 7, !'LEAN Our I TOP ZS.S ti ti (TYPICAL) ti ti I MINV. 21•48 _- MATCH To GRADE ZQ�7 Zd.o9 I �'P✓G `2408 ✓I ✓ Irei�,23 d SEE DETAIL7r//5 I /�\- ,I,B"p/oC TOP2ejO(o 2755 4 7 F 8 Co No. 47 LF CONC 47 L " OoNO I 0A (o'G1✓G LF / "C.M,P ♦7 LL+ /5 "C.I ► P 4 LF-/ "C•M.P 0 •SNEE j I /NV•IR•87�%• f 2 .� O. 43 D o.45 �, I D 0.45 % I 2 7.11 / / /JV✓ 2/. /� �O.451G •437,1 a0.45s• 12LF�/°ooNO,Z 121E-I2gM. /� 24.04 24.05 I /3) zod24' - m o.Ys• J 0.g5 % CL3'a/r[Ti'P _- - i O ti - (-/ /D ®•o W/O/L SEPARATRS t� - 't<Jc� ore t ¢ f �z4.// A /LS LF - /1'"C N Z - PONOING AK EA 1. S /3 (TYPE 1) b� - I EE 240 POND/NG ARE �� 1• 26.92 I TYPE-II54D/A Z 0.4 % DETA/L ABo" b' Z4.0� TOP24. 30 24.06 S '- TOP 2Jr. 31 �' I I - e TOP EL. ■ Z6.5 1 I ZS So t r-� T� o TOP 20.31 /n v Zo.Go ZS 0 �P O 2 I N o li tit I INV = Z1. q-2S„ 2761 /NV. 2l. ZI ZZZB 1•%3' I INV• 10.6 2 ' � � 'O } 2559 Z ,7/ } 25.7/ 25�9 26' +e ) 2s7g �ic 2 57/L 1 ib Zs.6/0 2707 9Sa e I it. �0- % -,,.y 1 2737 Z5�9 �C8 23CrYPE.U-48.} - - -/ _ _ _ O "3 Q J. I QOVERFLOW i - " ,. - - J 2�' �'�1 +v C.S. AlIs C.18. 0Z4. Z� 2s� + I `� N 9 ORIFICE = 25/e;' \ C.B. /9(ryPE•I) `- C•8. 20 (TYPE -I) A I '0' V w/OIL SEPARATOR CQ. 24(TyPE-S) L I w 1 I �- ✓ C.B. 21 (TYPE -I) 8. 22 (TYPE 1) O_ ti 4� I Top ZS.5 25®B TOP ZS.S ZSbB TOP zs.S s9z ToP z5.5 ZG.oB ZSt t � SET P ZS�SABovE TOP Z5.5 (TYPE I) (T✓PE-S) 25.6/ TOP2549 l ,,4' ASBU/Gt �- (SEE DETAIL TN/559EET) y I INV Z;.ZS /NV. ZZ-96 !NV. ZZ•6T 259 �I 7 /Nv.2/•49 /o"cMP / INV. 21•20 TOP Z5.5 TOP 25•S r({y vgLdE o y /Nv./9.¢ rj>✓W ICjL.F- ?� TOP2542 S7LG - CMP S7 LF "CM P 7 LF +• /d'CMNV• 22. 38 /T LF - /0 'C.MP. Z�'' INV. 20.41 /n/✓Z0.34 N F.H. �� s S7 LF "C.M.P. 7 LF•^ /2"C.M.P, INV 20•GZ ScF �c� 94jdj•/ 1g N ( n/ 23./ p.59: TOP25.6o o7O.5i I TOP=255� wi O.5'sI Z595 rD o•S/• i ----' --I - -- - 0.5% ASBUIs 5- /Lt,,L 0•S /0 57LF 2" oM l21' Q G.56a/o \ I I TOP 25.5 I ®{Vq r ✓ I 25.8¢ 0 0.5 % I aD / O/ CM P t CONTROL M.H. JxZ Zs go /N✓=2Z.7� 117 rYPE -27 54 "D/A. �I ' � 4i. •� I Zb.o TOP=25.63 ZG.69 I I I /n/v2/. 4S b° _ 258¢ 1'' T /z,, wArER �oOP, SEE SHEET C-z X 1 - I 1 I I 2 g OP = 27.5 -0 ` bOn/ - - - /Nd=22.4' bo -� - - - - - - - w2 It3�^h I I INV I 26.7/ 2/ 16µ /Urevo/N6 AAEA 1 %• - - - - - Z/D - �(H E 7DP 2559 T Z�./8 11D' pal O AS Bd/L PoNO/N6 , Z 5. 9 - 2�.90 ' 25 go POND/N6 AREA TO!> Zs 3/ o9r yr b '� I = /NI/ 2 / 5� 26.53 A' Z OVERFLOW Z6. o LANTE.e. -- _. -. - _ - AREA 1 Z(P Z4 26. --- 26 85 0 2GO N i - _ �� ZG 48 _ � ' Z /n/v 2aG� 2�so � \ ! 5 0� i ORIFICE / 3/.r„ -- -- - Z6.22 1 6.41 - 1• _ - b• 2695 1N'U' Z�.S 1.1.y ZZZO 26 9B Z6.b3 2G.S0 6 CSEE DETAIL TN/S I __ T b• ROCKERY; SEE DETAIL h 1 - •s rN/t SHEET IbY 5,0 7 24: EXIST/Nb I WArole _ 3 (sRT6 VAf.VE I ROCKERY, sEE aEr,4/C, z , `Zs ' (2o 7-N/5 s/rEET q' a H! m Of�eet Ring � Cover so 07ot Re3fric%r/Po//cation device is via/•b/e to edge ofgpen//n9 dir-eC t/y Oyer' t/7<-- /adder RIM I .0 i OVERFLOW EL•=© OUTLET p/A.-O Std. Ga/✓. C. 6. Ladder' 3'teps •: '• cc Typ IT- FO C. 0 Wa/f' MIN. ORIFICE 0 =O /VOTE A// meta/ /oorts mus/ be made o/0 corro310n resistant rnot4-ric7/ Or 90/1,lar7ized AND ASPHALT COATED (7-R. _T oR BETTER). OUTLET CONTROL DETAIL AS ,,,cc sYF_ET 4 Ill -_I fNr NI PLA/vTEe AS - S4111-T I-OC4 Y i T/Oti W -.. TOP ZS 98 AS BU/,GT ? �I /A/V 24" 20.BB 0 ovE.e F--c ow a � 5f l2° G M P. /� INV. NEW l2" eoNTtLOL. `- 7Z' 273, �� •a- ) NOTES AND SPECIFICATIONSri FSTORM, DRAINS AND SANITARY SEWERS T�En taty v ///✓ Ile. 96 (w I owrL.tiT PIPe O E2FC01-V Z 1. A__ CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS SC L E _) = 4"0 A, rUF: PIUNT_CIPAL PUI13LIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE • NP.W L-L" l\ . I.,APTER AVEP.ICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF l 9 2I Q RENTON STANDARDS. ! 1 Z'"- ASPHALT CONc gEErr PAVEMENT, cL. D 3"- A5P11Alr TREATED 6bb•O o' v'Oe"000 00o00oov0r� BASE o ,D mod o•'�,� ooOp ,o O n. 600a< -.8., off lo /Z" - PIT RUN GRAVEL b•-o ;DoO0000�oGo 00o bpoo 0• •4op�a-pa'O o o Opo•d 0 p'O v o NorE : COMPACT 70 9S o o�p��ap o•�6 gb'o o.0a oo oo0pa TYPICAL PAVEMENT SECTION No SCgi-4� d, 1 0OR SHALL PROVIDE AND MAINTAIN TEMPORARY L)MEKTAIION/ COLLECT ION FACILITIES TO INSURE THAT SEDIMENT LADEN 4FT T WES NUT ENTER NATURAL DRAINGE SYSTEM. THESE FACILITIES RUST BE 1% i;PI-RATLON PRIOR TO CLEARING AND CONSTRUCTION AND RUST BE MAINTAINED NT:L CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14, CL.2 OR ASTM C-76-11 OR 16 GA. GALVANIZED STEEL TREATMENT 1 ASPHALT COATED OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE ' WITH WATERTIGHT CONNECTING BANDS. EXCEPT AS NOTED ON PLANS. ALLIMINUgISED STEEL NOT ALLOWED. 6. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD PLAN NO. 62. SEE DETAIL THIS SHEET. 7. TRENCH WIDTH IN BEDDING ZONE SHALL BE 1-1/2 TIMES THE PIPE DIAMETER PLUS 18 INCHES. 8. TYPE 1-C CATCH BASINS SHALL BE APWA STANDARD PLAN NO. 52, WITH APWA STANDARD PLAN NO. 49 FRAME AND GRATE AND TYPE 60 OUTLET TRAP. TYPE II- 54 INCH MANHOLE SHALL BE APWA STANDARD PLAN NO. 55, WITH APWA STANDARD PLAN NO. 42 FRAME AND COVER. ?, C NTRACTOR IS SOLEY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. SANITARY SEWER PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C14-CL.3 /'I' OR ASTM C76-11 OR POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 21. 5 11. INSTALLATION OF THE 24 INCH STORM DRAIN PIPE SHALL BE COMPLETE PRIOR TO ANY BUILDING CONSTRUCTION. 12. ALL ROOF DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM. ry a i I A A T A U inliz a7 APPROVED FOR CONSTRUCTION �d j3' CI Y OF RENTON DEFT OF PLi@LIC WORKS 15ATE BEFORE. YOU 0I6 1-800-424-5555 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS SEATTLE, WASHINGTON 323-4144 LE DATE DRAWN J08 NO 40' Z -Z5 -85 S,s. W. 85006 C Z�,�F�WW o O 0 O i o vy L 0: C ! �r 1 0 6 �C �1 10I UI '0 w Z Q. lie- 0 °•w.. � _ L. 4'LO � _r J -../ Q Q W Q Q' Q Vi Uj Uj U4 > V I (a In 0 01 10 N ` to a J Ir V O e W 3 o( t � 0 ( a ', M sheet