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HomeMy WebLinkAboutPermit 4447 - Northwest Seals - Grading / FillCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT PERMIT # qvp7 Control # 85 -294 Work to be done Grading /Fill (cut 1,000 cu, fill 1,000 cu) Site Address 14600 Interurban Av S Suite # Tenant Northwest Seals Building Use Warehouse /Office Assessors Account # 3,-3(o5qO- /(p57j Phone # 762 -9980 Zip 98073 Phone # 885 -2781 Zip 98073 Property Owner Address Contractor Address Northwest Seals 309 South Cloverdale B -8, MB Construction PO Box 404, Redmond, WA Seattle, WA FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Ft. Office Starehorags e/ ue W o Retail Other Occ. Load 1st F1. 2nd F1. 3rd FT:- Total Fire Protection: Sprinklers [[ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 2,000 Bldg. Permit Fee Receipt #:12 7 $ 126.00 Plan Check Fee Receipt # $ 30.00 Demolition Receipt # $ Surcharges Receipt # $ Other Receipt # $ Other Receipt # $ TOTAL $ 156.00 FOR SIGN PERMIT ONLY [] Permanent [] Temporary [I Single Face D Double Face Wall Mounted [( Free Standing [[ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CER GOVERNING/ VIOLATE )(Signed__ Y THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES TYPE OF WO 'K WI s COMPLIED WITH W THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO T• ''P'. 1 INS •F ANY 0 y'R STATE R 0 , LAW REGULATING CONSTRU T10 OR HE PERFORMANCE OF CONSTRUCTION. /% � i. 41 _ • L ��. � _. Date �� I hereby affirm that XContractor (signatur LICENSED CONTRACTORS DECLARATION ons of th,pBussinesss and P eesssiio�ns�Code, and my license is In full force and effect. �� -_ `i� Date OWNER - BUILDER DECLARATION ( ) 1, as own of the property, or my employees, with wages as their sole compensation, will do the work, and the offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date Owner (signature) structure is not intended or CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT PERMIT # Lpti 7 Control # 85 -•294 Grading /Fill (cut 1,000 cu, fill 1,000 cu) 14600 Interurban Av S Suite # Tenant Northwest Seals Warehouse /Office Assessors Account # 3 (D () —lLv 5( Northwest Seals Phone # 762 -9980 S._ da e B -8 Seattle WA Zip 98073 885.2781 Zip 98073 MB Construction PO Box 404, Redmond. WA Phone FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Ft. Office Storage/ e Wa rehous Retail Other IOcc. Load 1st F . 2nd F . 3rd F1. Total Fire Protection: 1 Sprinklers [( Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $ 2,000 Bldg. Permit Fee Receipt #. -(21 -7 $ 1.2.6.00 Plan Check Fee Receipt # V' $ 30.00 Demolition Receipt # $ Surcharges Receipt # $ Other Receipt # $ Other Receipt # $ TOTAL $ 156.00 FOR SIGN PERMIT ONLY [J Permanent [l Temporary 0 Single Face [J Double Face [j Wall Mounted 0 Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING 1•H S TYPE OF WORK WIL E,�CCOMPLIED WITH WH THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO ,'//VIOLATE ;OR ANCEe T, -Pr; 1 f1NS f ANY 0 R STAT OR 1. LAW REGULATING CONSTRUCTION_ OR THE PERFORMANCE OF CONSTRUCTION. T:igned1 i /i �_�, l � - I�LtQ�( Date �I'q ./l I hereby affirm that XContractar (signature LICENSED CONTRACTORS DECLARATION e� ov ons of th'iBusine//1�ss and Pro /essions Code, and my license is in full force and effect. / � '" ' .i ts744,,e Date OWNER- BUILDER DECLARATION ( ) 1, as owneiVof the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division pop Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspecti n Site Address 7 �p 1 7V,n, awe, Requestor Special Instructions ...,...., ..........,,........... ......................«..««,.. m... .....�...,...,.,.+.nauuw.rraeN. 4 r.,r r57, . �i/SLY.Y:AY•RitbMHY;; . . INSPECT°`1N RECORD PERMIT # • 4/44/i7 Date 0,y0 _____:2jate Wanted / /„Z07 Project ,(/.//, Phone # a.m . Inspection Results /Comments: Inspector /4(4/4— x4ite-- Date //207 CITY OF TUKWILA 6200 Sou Division thcentorBoul • vard Tukwila, Washington 98188 (206) 433 -1849 JOHN W: SCHADE- CONTRACTORS .,f 000CE, TO Ca HOME OFFICE n P.O.. BOX 1718 OLYMPIA, WA 98507 Type of Inspection / 3 -/�iv- Site Address /WOO ..11'1 - ��'��,��• %r7 Requestor Special Instructions F3&NEFIT JOHN W. SCHADE BUS. (208) 866 -0305 INSPECT `1N RECORD PERMIT # 9y r Date 9t7 Date Wanted a.m. p.m. Project jo`i /cve5L-"' Phone # Inspection Results /Comments: u1� ,%y "44 c , tera) 4 ,7 �� .ey.'e/// �x� exn -46441, -4 rr �i1 �{AC Ch% 1/+a�C �,.-P,( t e- r'7 e /Y, t? 1 Inspector Date c ?� / %�.� � v �. ti ,04 Site Address Project Valuation Property Address Applicant Address Architect Address Contractor Address Hauling Address Describe w.o- Nr:o- Bull of TDIvlsl Building Divlslon t 6200 Southcenter Boulevard (206) 433 -18hi Ig:11a, Washington ii- 000 GRADING /FILL /EXCAVATION 98188 PERMIT APPLICATION CONTROL# 85 - 9* In /,,- „s,_,.4,,. Suite# Floor# Name /Tenant of Grading Owner 4/, k/. ..S J s •,1� , # .2./ .0-C) . o o Assessors Account# At L.J. S Ga..`5 Phone 7 6 - a - 2 8 ( 7 3 3061 5„.,k, doves, ■a ■e,. a- S s".-,1-11,___ Zip f” o 07-3 5 0L, \,), 5,A,,m 1, Ca...-,f,..-}61-s Phone 53 6 4,- 0 3 0.5 i..,/Di W 4 Zip 98 5o -o 3 l .,c I?- 13 O I , /Engineer /°/32- / ..ica Ikzhl` Ar,-1,,, -c-6, Phone Z9-- 7�-?s ,.',r5€ ,,-- — 3.M 30Z ---<-e *#k (--44 Zip 98/o/ f'1'1L3 6,1.541v•c{ -con. C.. . License# e- Z3- o1 /4.73c�Nc i3 (MG Phone VV) -27 ei PO '-'x o4- �c,`,..��.� / v.l ti Zip y'61o73 Co. ----o W Se-- .-L_.. Cue44N..c \-rs Phone 66G -030 PO 11-it (4 ,,^Q;h (,...1A Zip 3 5L� the purpose and \ ir. �i- / extent of fill, excavation or grading /c..'/ c-f v,S „,-1-01 , 0,..r, _ Cut (c.u.) /OkDo Fill (c.u.) X00 o ,'An '' I CORRECT Applicant Contact 't1u.oi Two (2) sets of grading /fill /excavation plans must be submitted which meet the application requirements of Section 7006(d), 1985 Uniform Building Code. A soils engineering report and engineering geology report may also be required. Environmental Checklist is required to be submitted ($100.00 Fee) to the Planning Depart- ' ment for any A Haulin g permit grading /fill /excavation 500 cubic yards or more. is required for any grading/fill/excavation of cubic yards or more. certificate insurance, route map, and permit fee of $25.00 are required. �A $2,000 bond, bond, HEREBY CERTIFY THAT I AND THAT I HAVE /Authorized Agent Person (please print) HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND THE PROPERTY OWN R/ AUTHORIZ TION 0 DO THIS WORK. (signature #4 1 G,-.""/ 6"--” Date --/C7--,1- (print name) , tr,‘,/ 1://___ 2l;--a< Lin /rt/ fc %, 4. Phone ffL6-0,7a. FEES: Grading Permit Fee Plan Check Fee Other OFFICE USE ONLY (000/322.100) $ M6 'Receipt# Date Paid Excavation ti KIN (000 /345.830) 30 -- Receipt# „2 f 7 Date Paid TAW- ( ) Receipt# Date Paid Ordinance #1341: TOTAL 456 .arm (OWES: $ h2c ) Bond Required: $ Cert. of Ins. Amount $ BLDG ✓ / / v ipprove' or ssuance A; ✓ PLNG Ai /,� \� , k)' Approved (Initials) SEPA Checklist required: J Yes [j No SEPA Determination SEPA File# PWD r/ \5Pu g, 26 �0 ) Approved (Initials) Hauling Permit RequirT ed: fr'Yes • No �I• vim-` �; h tivL1;_K - ' N 'U I< A, Y1A J _ d= z - 5 . "`. � V/P f ,, ''" E -Ore rlOw►_ A- 4.77- IGrG ': yl,figz 1 141 l tt-1 i 1 to T `' ! (r t ; c, s c r) (i I0 ' (4.714 HTt#' Ftzavo viz m 2t ��140 M7 A •4 ipRots.0.19 NOW IE" * v./Alm A4 4` 4 war 1.040T101.4 We* v mlt t i l� lea / PER G I'IY AID TUkwl i . \ V\,\ P.P. 9A I4AY Lutwort H ,16, ou (v 1r'-( ) ". 16 .. t•I:p AO j 'D. ------- virtArs Vbli VI 61, ey. / h 414 1443611 \ /St /Ataf or 4444044 lb NON rive N • . orovLoiki titor r E - MGt ►J , (vewpf 11•4.6.14,9 IA? WoD, ). 12 04trr. 12 A/TallGe ktv 'I - - i Vavil41 , 1: tNLF r,, 41' . 1410 GI'1`f `ruAY$ Lt.A ia1X1,111as • 1 If.liMP14+1 t" 1o214 Olio K.I 1 2" r Fjab,G, a /211I0Vonui F1S411 Cr 2% K264.414 PAMPt4 . W • ts: Ma7 I% Mal I \IUtrdt4 'Iicl tli •I :-tfb1 '2.) to G1Ji �GU'tt�1Z j �'t' �'It'Vbt.4.l. . 'rig' 10' GUIP.E%a► te "" 0 1 ' r . tsel. 41P T+i41 x 71.b'1 WIG'E 11t7 NALK Av,.J4 NT TO GuR6 /ALMTEK, Z.LAhh 6vNr.2C ?E W/Ib' THIMENEP E744.. \ [11. *6.; 2" Gt. " tio` • 1140LIPA6Ca 121 Gtatc,} . MN? M , t 170,4-44204156 flu. I2eciu leor2 *la ti•►'pt• t* N 4 h to •Nib'It0 11000AINCI fr f41 t40 bot, grstPUleEt7 \R' \\, Et 6e `Op a/1C1P\°,'G PAVEMEf T -\ • Eves4 OP wcioT'G AmpHAL.T I AviNO+ (APP1+?x . ) i r 20NM0 M- 1 (L10HT INOUVAIAL) N get unto W NO6cAPiNal 1a >. 0 PA ma 0 4_ \� \ 0 ►- 519E p TAIL 2!' -t Fog wA (E . SYyfgri LAYo ul 4.4 C4\i,t, Ppr? - - \, c, ,g i J \\\ - r . __ -i -__.- WA r S H O U b e - �` P� / AREA �. :4100:T:V.:66: SEAL6 11 ��. oNLB ` 2'$A� eq. FT�-- I H . at, --'2 .0 1•Rfl LD c \ a ZP�:s°tr > -ff . P \ `-c\ - �o\ NOTE: o � Pumpers R TO TE i -% f MwwRIJTeNu E r 1A N6i e OPFI NOTE: esxreter OP 61RAPa ANt7 FILL POIk NIETIRLkGTIO■ ArkaA6 ENT TIO GIRLEN rr+Ivilli,R G�¢4tctr k4 f C 1h e toi' 14a vot G vet.. ftN ay'�tv�s rav47M2Dr2 To I QI powr& 410e - vl' ` r r 1i /ter Fury. 20.0 A \ \, ) \ \ \`� \\\ \ \\�� \ \ \ \\ \ • \ \ ' \\ `' \ `\ \ \ �` \ \ \ \tmliotiiiiwi\ \ \ r \Jive' L��t.\\\ 'A \ \'\\ \\ \ \\ \ 0 t,N4 \ \ \\ \ \ \ \\ \ \ ' \ \'\ \ \, \\ \ \'. \ \' r YR ■ \\ \ \ \\ \ \ Me,AN HI+4H WATaft /ARK , \\ \� \� \ NTOUil 114-.1-0. 0 (11X1.1"4, LIKl O TRIM V,RO4a T xQ, Ei paTopcmIi : efy A LINE TAN6fENT TO I'ovT6 (A it 10') ; ' T4,•IE MI•i#.W.M. 1+iltiiGH 11,4I T FuRTHEfor INTO THE 61Tt: . A 04' E. ENT ' -L. '�a Gts 4TAINf t� I4IM s ?wog "'E =_HIV. HA wrr ZONE PQ U Y RIVET h�aIN•r 4Akoto AML ERvA ION. A 14' W' E GIRA` 19L (Olt DtrIR) It v�iR'HI T IL ' GI ' i Tom . Pl.hylt'i'IN i AREA 211 AerP 4ALT i4. PAVf $ic: �► /t�o}4• TRUPSo cON . ccu 4 A6 t" uMI''eit 6119 '�'�• Tyre PAKKINA orAt.t..0: eTA JDryRG' 0.5' x 161.0 ' M P A c T t Q l x 10. Q t HANol4A �D ':.V' x 1°1.0' * t' ovla�HANA Il ot-UPEP "N' I N4 Eiv1f11/9,TURet) (11.4.0 40 i.e). 6 TE L.IGIHTlNGs 1°1xTUKet: TYPE 'A' w•.l• MTV'% MTu HAL406 erF. mo Gu•; •Of r TYPE 'O` • wAU- MTp ING,OtPa to w/ 94T Gam` 7'14114,'• I°OLg MT* Nr.• HALPS w/ Or}'+: Fy tritir• ortis NOTeNb CON'f I N U E D ti LOw Eft LoPT GONTQUIIt, EL. 10.41 \ \ \ \ \NOMe \\ LINO _` NOTE - \ 'n 'E moan OKA s444011§ To NeW eereg►N1_polsmoItt �\ trod 0. IA"I "rH or. Lisle Pp coicioNAg ' evoister$uoTIQN raj% AP1'LI010, 01;»19 teTAI t A PO �. *EC 7V-A I L BHT. .•917- 2 k • co 0 111 (MCI ' y.M..) 100961. n 'L, >zI Vnt% L.10V$L EL. 3.0 441:1(MAR4 EL. 11.2* s eirrr 0F 1UkWIL f P 'TVM ) /9; 1:+klaio h■sl. (C)At mitts I4Mc r2M1-144.1 To Act' bh r1 owe. e t•/ ' WM& to To i:4 Wo LUG Cii2.6044 tip SEE? aD-1 t•.1 01'S : (e.orr'INUl1Eso FOM, MANE REaHT) PRopooso sew FIRE HYDRANT • exAGT LOCATION TO OE DETUKANINED. K get0Litv LINE EaEPII.1190 !PAN 411 a,4 TINGi l4'AVOVA NT • ® 614ADED ARE .a.A6 tNr,144 ,TE NEW PAVI NG+ . ALL NEW PAV11.40i 4HALL PRA DEIbIGtN110 t✓olt r'�OO TIvE DItAIN4•0EE TO AN Apf:ROVED •TARN PRAINA041 ' YeTtSM , GQQ! PINATEo wfTh 19X16 INS ANI, PRQPOOEP 6UR1=A086 . WHERE APPLIGs+ ELE , NCw PAYINcI 'TO ,E O THE E0 t 0 exi,-rIWGI e�URF GEb. (exA'r GII�At�E. Port ,ALL OPP-0119 IMtCOvetAEN 6 v' 'e PoTI�RR AtWeDA). AI�I.Af0101e •61 I rN IM I<OVemerfrb *HALL. 1a AI°PROvEQp "1' Toe Gf TY' oP 11.UKW ILA ( pUOLIG .W RKEI Der'r.0). !0 .etTE AG0IE66 FROM INTIAURE N Ave. 'fa. •tifROUGH !JO' sywbioN TO ell 00ORPINATEt, WITH PKOPog It) IMPROVEMENT FQF INTTRuIRr AN Ave. P1COV06i0N Tn PS MAPS 1:01t OIt:'EwALK 1 GURt, ANtt G14ti'I'!O!C crag CITY APPROVAL. 4 '6TANDAR ) • GARA001Nei ANC) opt/Low/As opt/Low/As Dote NQT4 61 4PQV6. I I APotTIONAL •AVINGl Ac, 400?•1E' T:19 EN'TR°( DRive DE OIAN To r'W 0001tPiNATeo WITItOrrY ( Pori, Afe006.- v ANP POVELOpMINT OP' PBDE*TRIAN TRAM- TO fRivE1� ). 4i1RA12I104 ANty, DRAINAAE PER NOTE di At*.sOvtl . 12 AP'ITIONAL. p4Vu401 , NGs /WITHIN 5. 14 1TH e•TReeT IR•O•w• C'LIGN -IV 190 000Ktal ilip WITtt col-Ty OF TUKWILA ANI2 KIMcI G'a. REgUIRBMIENTS FOR. PEtDCtbrT'RIAN TRAIL / MAINTENAN0E Rs' +D, C41RADIWQi AHD i PAINAGIEE PER HOTS AeOve . . LAHP'W PINEI Mora/VI-4 WaTa2 i-1E'j'RIC -- --�� , To t.11MlC iewiot tReioATION `+itTQH P01-10611'... wet-MEP-Mfg. 124 WA• -Ee. laAlri to DU11. -01146 . e-tri1:1. iG vAUt,Y it- s Ecw c4.1.;z- vALVE. oinQrvd.! 1 Ili i t'DRbI 6 LS 20 3 1'4OKTf a•. ti v Vi f� /AAP 0441.11 I: s I MtLE CM 111111111 Huhn! 111111111 nI! lIlI nllllln I1I111u9IInlllil1l 1111,11 nuli12 11111113 IIIIII14 i�nlu15 WOE Or eX l'ST'4 At4rM4 IPAV1 N G (APPROx ..) 4 r'E, v✓rr i rieYr. t'''ear +l11 W t- ,Liv-TY /LItP' 41-"Y Ff' - 'u4WILLA I.ERl.11ier -tj1E JT '. L ECiA L.. t3e.SQI I PTIQN LOTS e1 22 23 IN bLOGK A4 pert 1'LA+ REOORPEt, Ih1 Q KING k7ur47 ; SITUATE ittergris 01g WA 61.1 I N 01•16-$N 1(0 Op HILL.MANIfo e3EATLE IIAikI EN TRAc e VOLUME 11 $ F 10LATO O N p1RG ls 4{4 t IiC Ept'it:) IN THE GtTY OF TUi(wILA i GGLJN'i`y IRII,IGE I C45NERAL. INFQP/v\ATION TYPE Oi'= FAGILfTY : New Orral e / WARCHOUOE 000110: i.+ILDING •OD!!(eb) 16102 UP>G• ZONING ORDINANCE TUKWILA ZOr11N 1 CODE (16102) LAW" Litt ZONE 6-2 (REcitONAL RETAIL etUtINEOtE) GONOTRUGTiON TYPE (e) V• N QGGL.JPANGY Gift .OWr00) el.2 OpRiNKLEK11401 RUi.L.y AREA GAMPUTATIONO 0.U1LDINGt: GIROUNi2 FLOOR WAKEHOUSE GIt�QUNI2 FLOOK 19(10) TOTAL. - C OUNn FLoQr� 2 Nt� PLOOK UNPIN. OFPIE(4) 2 No PLO QFFIGE(e) WAREHOLJ E AAOZZAN I Nts TOTAL • e No PLOo�, TOTAL 13LJtLPI C AREA ('Q. F'T.) % OF SITE PARI(.ING1: OFIrIGE AREA wARIEHOu�E AREA TOTAL ICE U l lgEID TOTAL PROV I P 3''1'AN tiAiR 'OM IPA dr 1.1M4016A FEE is PAVI Nast : LANC?lti A pi NG IaquiRi11t2 (OHOW14) 21116.0 (iI44I.(0'!) I iIV'O% IIINVIKONMIONT zapkifi , :. . TOTAL 1,144006(411•1 t4401 12, 141.600 26.04% 5 , Sej A. 12 M'. ty 2.6/1000 Ai 14 CALLS 4, 204. -1a G.P t& 1/1000 * 4 el r L.L!! I O' *T'ALL4' i' eriALL.6 16 6TALLO 5 OTC, LL4 t r:aL.L (0,601.0 015.2(1°i, RECEIVED CITY OF TUKWILA 1-'3G 15 1986 BUILDING DEFT".' MY OF APPli0VE0 AUG 2 0 1986 s,) rite tt; auiL0,NG DIVI$;ON I0.412.% (14.121/4) 24.410% X10% TOTAL SIT a Afk*A 030.0± 4OQ.0 •4 OFFSET ROUND SOL /O COVER MARKED , "DRAIN". OFFSET L/D SO Tlri11T RESTR /C7VR /POLLUTION DEVICE- IS V /S /BL E AT EDGE OF OPENING AND DIRECT Y OVER LADDER I 72',712 EL. ?O. 7 ROO ; CHAIN SLACX WHEN 6ATE IS DOWN WELD CHAIN TO CB FRAME STD GALVANIZED STEEL OR ALUM /NUM LADDER STEPS /2' CONC. WATERTIGHT LIFT GATE PER C/TY OF re/KW/LA STANDARDS OPEN rYPE 21 CB (48 "') OVERFLOW El. 19.0 STRAP P IPE TO r3. WALL. GROUT (TYP:) /2 "CMP s.. 441"(TYPEf) NOTE: ALL STEEL PARTS N� AND SURFACES MUST _ BE GALVAN /?ED AND 2 ASPHALT COATED (TREATMENT / OR N BETTER) FLOATABLE MATERIALS SEPARATOR N.T.S. 0, ■ ATTACK CHECK VALVE PER MANUFACTURERS RECOMMENDATION 4 NOTE RECESS OUTFALL SUCH THAT 1 NO PORT /ON /S EXTENDING BEYOND THE PLANE OF THE RIVER BANK. \ TOP Of VALVE EL. /6.9 (VALVE T 5 CLOSED TOP OF P /PE EL _ /6.57 n ,c- -PLANE OF RIVER P /PE /.E. _ /5.57/' '1111 +M' ��� ��ar BOTTOM OF VALVE EL. /5232 T /DE FLEX CHECK VALVE /2 "CMP OUTFALL P/PE-\ PLACE R/P RAP SL/CH THAT IT DOES NOT /Nr -RFER WITH OPERATION OF TIDE FLEX HECK VALVE 2' M /N. TIDE FLEX CHECK VALVE SPECIFICATIONS: MAX. BACK PRESSURE z 70 FT (3.03 P51) MIN. 4/NE PRESSURE "3.0 INCHES (0.// PS/) OUTFALL DETAIL N.T.S. . 6" MIN 41,4TER /AL TO B! APPROVCO BY C /TY ENGINEER • THE ENTRANCE SHALL OF MAINTAINED IN ,f COND /T /O// WHICH MU, PREVENT TRACK /NG OR FLOW OF MUD UNTO PI 1We R IGHT S •Of -WAY. l Tin/ /.S MAY REQUIRE PER /OO /C TOP DRESS /N6 1 W /TH 2 ".STONE AS CONDITIONS DEMAND. AL 4 MATERIALS JPII L EL , DRO,PEO WASHED OR MACAW PROM VEHICLES ONTO ROADWAYS OR :I INTO STORM DRAINS /MUST eE RemoVED /MME'O /A rez Y. t F/L TER FABR /C (M /HAF/ /00X OR EQU /V 36" W /DE ROLLS) USE STAPLES 0R W /RE R /NGS TD ATTACH FABRIC TO WIRE �tIuI.ulUiICif ■rrrarrr IrrOr•ta••O•■ M•M•IIrarOn .71 ■ ■1u11u/ 'tart Vrrr wr.rrur■ •uru• • • TEMPORARY GRAVEL ,CONSTRUCTION ENTRANCE N.T.S. mow+ CONC. WHEEL STOPS -- (SEE NOTE t3E4OW) PARKING STALL= /7' 1 NOTE: PROVIDE GAPS BETWEEN CONC. !^.WEEL STOPS FOR EACH PARAVIC STALL ON S. SOUTH SIDE. OF PA. RH( /NG LOT. ALL OTHER PARKING LOT CURBING SHALL BE CO/✓T /N UOUS EXTRUDED CONC. 2 % r-o 04' IMIONOmI `'-BURY BOTTOMM I ! OF FILTER FABR /C I 1 MATER /AL /N U B"k8"TREN(H 2 "x4 "DOUGLAS FIR @ 4'OC. /10.1 GRADE OR 41.(7 VA L. 3.5' FILTER PABR /C MATER /AL ��\\ eL ql ' SLOPE FROM t9L D 6 TO MATCH 6R4DE AT PROPERTY LINE (Tv ) A' 8/°2e,38. W L AND,SL.4 P ,/NG _. /.?s.43, SCALE: / '=20' 48.87' 1 1 23.6 \ \\ F. F. 23, C 20.0 YARD_ DRAIN G.E. 22.6 A /.E /3.6 \\ G it'Ef \ PER 1140151. \r i0 RrQ'v o; 10 r R1 tA10 o�R �E D • \ \ 5 i' 4r1t 5.011.1.,.. CEMTV If ..5R wont ..1514)6 k, \ c5$S, \ • SEE SHEET S0-3 FOR CROSS SECT /ONS EXTEND RiP RAP OF OUTFALL TO R /VER BOTTOM (M/N. 5' WIDE A 2' THICK) 11 E1A 6 1/.0• keeNt R.O.W. 2"x 4" DOUGLAS F/i? ROV /D 3/4" MIN, D /A. WASHED GRAVEL BACKF /L L ON BOTH S /DES OF $/LT FENCE CROSS SECTION FILTER FENCE DETAIL 3' WIDE N.T.S. 2' WIDE M /N. /i ///Ii'/ELIMI GRASSED LANDSCAPED AREA SLOA,E VATr'r GRASS -LINED SWALE 1. SLOPE 2% M /N.) SECTION A--A N.T.S. 4' ASPHALT TH /C/(ENED EDGE `•COPe 2% I2" CONC. STORM DRA /N \CB P2-TYPE IT-413" W/4' CATCHMENT BE/.OW L E G.E. /9.5 /.E. /734-/2" 1.5. /7.67 -8" ED6E OF EXIST PAVEMENT END PAVEMENT` NOTE : (20.0 H = PROPOSED SPOT ELE VAT /ON 20.0 = EX /STING SPOT ELEVATION GENERAL NOTES 1. All construction shall be in accordance with the City of Tukwila specifications. 2. All sedimentation /erosion facilities must be in operation prior co clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for onsite erosion has pasted. /\ 3. The storm sewer pipe shall be nonreinforced bell -end spigot concrete pipe, conforming to ASTM C14(extra strength) Class II. (The bell end of the pipe shall not be installed inside the catch basin.) All joints shall be watertight. The 6" and 8" pipe may be PVC conforming to ASTM D3034, SDR35. 4. All disturbed areas shall be seeded or stabilized by other approved City of Tukwila methods for the prevention of onsite erosion after the corrpletion of construction. 5. Grass seeding will be done using an approved type hydro - seeder, or as otherwise approved by City of Tukwila Department of Public Works. 6. All pipe shall be laid on a properly prepared foundation according to Washington State Spec. 7-02.3(1). This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base- If the native material in the bottom of the trench meets the requirements for "gravel backfill for the pipe bedding" the first lift of pipe bedding may be omitted provided the material in the bottcm of the trench is loosened, regraded and compacted to form a dense unyielding base. 7. All building downspouts and footing drains shall be connected to the storm drainage system (yard drain), unless otherwise approved by the Department of Public Works. All catch basins shall be Type 1 -B per City c•f Tukwila Standards as specified, except for Inlet 3 which shall be Type 468 per APWA or approved equal. The 48 -inch catch basins shall be Type 1l. The yard drain shall be Associated Sand and Gravel CB-10 or equal. All drainage structures not in asphalt shall have locking lids, unless otherwise approved by the Department of Public Works. All catch basin frames and grates shall not be adjusted to grade until immediately prior to final paving. Grates shall be depressed 0.1 feet below pavement level. 9. Structures shall not be permitted within 10' of the spring line of any storm drainage pipe(s), or 15' from the top of any channel bank. 10. The storm drainage system shall be constructed according to the approved plans which are on file in the Department of Public works. Any deviation from the approved plans will required written approval from the City of Tukwila. 11. A copy of these approved plans must be on the job site whenever construction is in progress. 12. Approximate locations of existing utilities have been obtained from available records and are shown fur convenience. The Contractor shall be responsible for verification of the locations shown and for discovery of possible additional utilities not shown so as to avoid.damaoe or disturbance. 13. Extruded curb shall be used in all parking and driving areas except within the public right -of -way. Curb within the public right - of -way shall be vertical curb and gutter Type A. 14. Water service lines will be installed by the developer in accordance with City of Tukwila requirements. Water meters shall be locateod in public right -of -way. Water service line and meter locations shall be coordinated with the City of Tukwila. A 10 foot horizontal separation shall be maintained between all sanitary sewer lines and water service lines. Fire line locations shall be shown by others and approved by the City of Tukwila prior to installation. • CM 5 !IU!'!I!��tl!!li irll�lill itrlf!111 IIIIhtIIh11111111111111l 8 9 10 11 13 14 15 Illlil!!! IIIIIIn1 1110i!I!IIIII1111 111111111 1!1111111 11111111! 1111111H I GRAVEL ACCISS ROAD - - -- - - -- (/4' WIDE - Al/N.) CLASS 'B' GRAVEL OR APPROVED EQUAL \- INSTALL STEEL GATE WITH POSTS PER K /NG COUNTY AND C/TY OF TUKW. /LA REQUIREMENTS _, 21.0 MATCH GRADE AT ROW 1./A/E OUTFALL 1,5. 15.57 0 /NS TALL. TIDE - FLEX CHECK VAL VE (RED VALVE CO.) PER MANUFACTURERS RECOMMENDATIONS (SEE OE7AIL) 59 LF - /2 "CMP @ S= /. 95 / ca W / TYPE ZI -48 "¢ w /FLOA TABL E MATER /AL S SEPARATOR G.E. 20.7 /.E. /6.72-/2 "'© /.E. /7,22-6" 015. Sanitary sewer pipe shall be PVC conforming to ASTM D-3034, SDR 35. Pipe bedding to be Class "F" per 1981 APWA Standard Specifications. (Standard Plan No. 62.) See also Sections 7- 13.3(1)B and 9-30.7A(2) of 1984 APWA Standard Specifications. 16. Side sewers shall be constructed per City of Tukwila requirements. Minimum slope shall be 2.00% unless otherwise approved. Minimum side sewer pipe size shall be 6" diameter. Side sewers shall be a minimum 30" away from building foundations. 17. The report entitled "Supplemental Geotechnical Engineering Study, Northwest Seals, Inc., Maule Avenue and South 147th Street, Tukwila, Washington, E- 2720 -1, David Kehle Architects" dated April 16, 1986 prepared by Earth Consultants shall be part of these plans. The levee along the Green River shall be constructed in accordance with the report and these plans. /2' 18. No fill for the proposed levee will be allowed below elevation: 20.0 adjacent to Geotechnical Report mentioned in General Note 17) the Green River. (This Supercedcs Plate 9 of EROSION /SEDIMENTATION CONTROL NOTES (,iTY Cr i �� ►crr�t�� APPROVED AUG 2 01986 IlvftD BUILD :N: DIVISION 1. All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the field and observed during construction. 2. All required sedimentation /erosion control facilities must be constructed and in operation prior to land clearing and /or other construction to insure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is completed and potential for onsite erosion has passed. The implementation, maintenance, replacement and additions to erosion / sedimentation control systems shall be the responsibility of the permittee. 3. The erosion and sedimentation control systems are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permittee should anticipate that more erosion and sedimentation will be necessary to insure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. k. In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding atone will he acceptable only during the months of April thru September inclusive. Seeding may proceed, whenever it is in the interest of the permittee, but must be augmented with mulching. netting, or other treatment approved by City of Tukwila, Public Works Department, outside the specified time period. 5. The conveyance and detention systems shall be cleaned of all silt and debris prior to final inspection. 6. Siltation fence shall be installed along the perimeter of the site to help filter any sediment laden water. (see the detail on this sheet). 7. The temporary gravel construction entrance shall be installed prior to any clearing or debris removal from the site. REV /SEO 5-25-6V ER Ceti' OTT ✓KW /1A REWSED 7-/S-86. PER .Y /N6 CO SWM 4 0 0 aa RECEIVED CITY OF TtJKW!L 15 1986 BU LDIPJO DEPT. .• • • 1 ,20 /0 5 0 /7A77-5-77-- RIVER BANK MAINTENANC4' EASEMENT (SEE SHEET SD-2,) I I 40/ RIVER ENVIRONMENT ZONE- 1.4.244, [4- M1 H r-14 EL. 23.0 2• 20 /5 3 /0 5 0 GRANULAR P/T RUN COMPACTED TO 95% -- MAX. DRY DENSITY (TYR) 7,1r • J EA1/57”, GROUND EX/ST AVE SLOPE= /.2:/-t 5,4=-WS. EL-. g /5:48 ON ll-k9-85 SECT/ON # _(5 TA.07`00) NOR/Z. /" /0' VERT 1" = 5' PLACE RIP RAP AND FILL IN ACCORDANCE EX/ST: SLOPE- / / 497-1/ ...5.0?I'LENIENTAL GEOTECHNICAL ENG/NEER/NG STUDY BY EARTH CONSUZ.TANTS (4-/6 - 86 ) (T ye) KEY FILL AND R/P RAP AS REaD 5.4 WS, EL. /5: 48 ON //- /8-85 \-7 (NO FILL SHALL BE PLACED ee:.:Liw EL. 20.0) 20 /5 5 R/ VER DANA' MAINTENANCE EASEMENT -cmger 5.9-g) k 40' RIVER ENVIRONMENT ZONE 511., SEE SECT/ON 1/ 2 RIP RAP (SEE - SECT/ON 02) 0 ----- GROUND EL. /C.9 10- - ex/sr SLOPE.. /.9:/ SECTION #- 2 (57A. 0-1.4o) NOR/Z. /".= /0' VERT. /" 5' —EX/STAVE 5L0PE/.4.Vt 54. W.S. EL.@ /5:48 ON //-/g-85 SECTION #3 STA 0#80 HOR/Z. /1'.1 /0' VERT. I"= 5' • 25 20 /5 /0 5 5 25 20 /5 /0 5 25 20 /5 /0 5 0 1 14 15 11 1; 1111 1 11 1111111 111111111 11 1111111 111 1 1111 111111118 111i1119 1 110 1 1111 , , h 40' R/VER ENVIRONMENT ZONE -4 AND RIVER 5A,1/1( 4/NTENANCE EASEMENT /41 14SWA - SWALE SEE NOTE ON- SECTION ht 2 EX/5 7: GROUND EL. /6..9 - 40' R/VER ENVIRONMENT ZONE AND R/1/ER BANK MAINTENANCE EASE/fit-NT SWALE Ni EL, 23.0 /;\ SEE NOTE-I ON SECT/ON #2 EL . 16.9 -- 5.4 = W.S. EL.@ ON //-/8-85 V / -EX/ST _SLOPE / SECT/ON #4 (STA. I#20) \<7 NOR/Z. I" --7" /0' VERT. /" -1" 5' -ensr AVE SLOPE -= 5.4 W,S. EL.@ /5:48 ON /1-/8 -85 SEC T/ON .#.5- 67-A. / it co) 4\ NOR/Z. /"-r/O' VERT: /"=,5' 6/?A55 LINED SWALE 0.8 % /24 LF-/2"CONC @ 0.5% CI3 *12 TYPE .Y-48" W/4)47" PEEP SUMP 6.E. 1.9.5 I.E. /734-12" 17.C7 - 8" 2 59 LF-/P"CAIR 5= i 95% ......•••••••••• TOP OF BERM = 23.0 (SEE SECTIONS 2-5) EX/S7: GROUND /— SEE OUTFALL. DETAIL ON SHEET SD -2 -RIP RAP ourEALL TO R/VER BOTTOM (M/N. 51 WIDE AND 2'DEEP) C13,0 / TYPE.II-48"0 W/FLOATABL5 MATERIALS ,SEPARATOR G.E. 20.7 /.E. /6.72-/2" /E. 1722-6" STORM? DRAINAGE PROF7LE A NOR/Z. 1"20' VERT. I" .7. 5' REV/.5z:=40 7— /5 PER il/A16 'CO SW W.S. EL. (VAR/ES) 54/5:45y //10-11.5..2. APPROVED AUG 2 0 1986 KOTED 3LIILDING DIVISION ----- RECEIVED cny OF TUKW1LA • 1986 _ _ _ BUILDING DEP,: 4- , FROP" e p Nrw i>Y vmarliR "IN • motor L4;c9+►TIoN 1» ele v *KiP1412 raR G r7Y op ititcwiLA P p. coos op toxIttT''A 1AOPHALT a ►VINO+ - a WNIEG► M • (LIAHT IN2Uet iAL ) ex 4T1GI Ear leg rK0p44E pA \--PARKIH6 LOtLt C,t�'f IMO lc�r•± a r.a 501 mootitticit HelotHr 7 S FIi wr tato WATT r1YALL.Ic. HAUDO . • It*,4640,6.•e 4 egrAtaz. usrr - 1.104►rt **IS - b •0 - Cad Rio Cobfri44 _ got" �! i aat 4.1 12etp1r. ej wJ Jr* # 11at4Llp' ©12 o •i. otiar) trpv4 44.6 T7.-4 oaf Nlenz. r ,14011444 •2�hH 1 •1 $ WA- /1.1r r 1 •;q•• r lu ; totouktti 4-11.1 Arts • Jr �• "' •' r - vim'' 1;4 -Met Fae (LUr1 �vApr W Iab•o1 it (710 WAREHOU I ►�.�. A RCA �.�b�..�! ' �, ; h O SAL �r 1 I N!s• �uNn RM+1 77;' aQ- -- • r N Ietx1r NT OF NIA OS AND PILL 11110 GONterRUGT10N $4004Aregt4T TO MO IN ftiIvI, b IETGRN1INaD. • to L *1 of I NTKN'I"i' , WxMI 61T "6". 0 .31.5' T -4 \ •':t\ 21.10 .rn AR^ EL. it.g. WIttt! 1 \'P� G�m' o16 TukwI,L4 te1'UM • • s 7 \, * OITE PLAIN CML) •2 1 NORTH NOTE : FAoM A :We I64HT �! PROPOoEO NEW FIKE ''IYvp'.aNT • EXAGT L14GIATION TO 4E DETERMINED. ® OOLIG, LINE Pt:FINse Ei7oq's rAVIEM.ENT . 0 OHADEI2 A!it!Ag INDIaAira NEW . ALL NEW/ P,4VINGI 4HALL DEVGINeD pot PQ ITIWE nF.AINAIIE TO AN APP4r01rEa, GTOrtM PFAINA Is 511'eTeM I GOORI2iNATE0 WrT,4 EXI4TING+ AN PRQP0eiER DUgt°Acfe4. WHCrte APPLi 4131.E , HCW PAVING, TIC VW tilIATAIttet, I O EXIOTING (LXAv w 4 ALL 01'P• 01TO impgovrtysEHTe i ve oa etltMi Nat, 2. ALL Olr•rre im 'tQVEME * *HALL pi ArrgoVllip DT T)4 GrrY op TuKWILA ( PLA►NNII.IG1 ,44. rUOLlG WORKe, 10 411E AG BII 111ROM INTERUReaAN AVt3. (r oi,ic�H col 11.0.w.) : e' i *1 Tp @l,GOOpttbIHATEfa WITH (( tirOt• 0 IMPIIQVEMENT! pelt. IsrTSRL41‘004 Ave. PROvifbioN 'rp I, MAPE two% 4ICOEWALK, GLaltfS AND OII.r,I'a+C !1,11!4 CITY Apt'It•VAL. eTANOARf7*) . iRAt:=INGI At .101 mptAlld,AGtE rtlit NOT! 0 APPrrIONAL PAVINDI Ap4AUBNT TO CNTP(DrtgVL PE.IdiN IV 0E GOOptDINAT90 WITH &fTY (FOp5 hGGE •TO Ashy rreVeLOpMENT 4p+ pavEffistiAN 1'IUIL. TO ptIVIErx) . €.04417iN`1 ANt• tvgAI10.6,0 F„ Nova sl M"QVB . 12 A'PITIONAL. PavINc•i ALOHA/ WITHIN 'S. 14- TH 4&•RaIT POOL "TO tie coaoRDINATBC? WrN GIN OR TL11swil..A4 AN," RF 'LJIREMIENT)6 FOR PEt E* v IAN Troo / mAii.TawArsc -e t D- GlRAeo.144 AND 17K44IHAABE, Pert N4're °I /►�'.70VB • vIGIN IT`S AAA-P 41.44) E I /t • I MILE cm U , 1Hidilu H ui111, 111',1111 11111111111,,11111 111111111 3 I1iII1I191 ! IIIIi°1IIIII1Iii 111111th 1!!I!II ;I 111111111 1111,1111 1 Ifc‘cc:\\ L NOIB�: EN A LINEvTANMINTOTI �>i� ►I(pAre '? 0 THE M• H. W. . W•IGH INPONT FURTHEOT IJ''I'10 THN 011111 . 0 O u r .3 ' 1 r°, C•04LA 1 y Olt s` IH ! ►. MAI NANvr Aa D Dt a tVA ION. A 4 WIt'2 GfKA L OI+t Pa Mg) M W I�IN N� ?AIL JL p j. r 01 IA tPl TON L•1 Rat fiION. 11114114 4444 4 A1tR • 2s AOPr4AT RpeD 49N G J & • °Ad'NG s/ t �R 8We • T1'r". v TA TfTY�e� 'e t ° '4GL' 'IOwAWrop ATU , L s W O VMm D MTD 1!MIX 1 Pl 1. TU K eLa ie I 6 D�b v w. / O OI rr 6 • 9fer Q Nai Tumor (2,4.1010 6h�BG LIN eeUT) •PAKKING4 •TALI. ' � 00 2YBHA INGUDII1 ofrotiropellsroppi NQ 0 CONTINUeD (� LOWdR L$pT G4N.rgu* KL . II'/. @! a MEAN MIG+H WATER MARK (M.H.W.M.) - NTo UIe 0•L. 101.01 (Ex I+T'G+ 100 YA. r L40io Ca.. o 4TQU EL. PUNKS I Q $Cao®OL. 1 � N 'Tti PE PlTKRMt J$c ) . NOTE WATINK LINE pClveA LEVEL EL. 3.0 \ torn \ 1 I •n Srro *Tow DRANAcie TO New *7•Q 41 PKAINAAE \\ 4-- POR 6. 14'1 TH CT. LIN a ANp IiIVei Olec•H4►Kga atva A*PHALT PAVING (APPRox.) LE IA L e' SGK I I°TION • \ AoNeTALIoT10N Pal% APPLIGAlna ANDAKr).. LOTS 211 22 23 IN 10LOGK A4 PER on/sli REG++Ott 1, IN OF KINGf GOUNTY ; �a1TUATE *TATE OP' WA161.11 N'HTON . 10 OP HILLMAN'S ESATrLe aARpeN TIeAGTOI VOLUME 11 OF PLATS ON polo 241 ftEGORDE IN /He OF TUj<wILA I COUNTY 0p KING GENERAL INFO MATION Type OF FACILITY : NEW Orr'IGE / WAREMOLJSE GOGE O : DUILDiNGi 6,0DE(4) ZON IN(:I ORC?INANGL LAND U4e ZONE CONSTRUCTION TYPE(b) ,OCCUPANCY GiROLIP(4) 6FKINKLERIN4I AREA GOMF"JTAT ION � pUI,L�aINGi : GIROUH2 nog WAItEpIOU8E AROUND FLOOR OFFIGE(6) T01-A L - C OU N 1) FLOOR 2 No P LOOR UNF1N. OPPIGE (6) 2 No FL.00It QpFIGa(4) mot!HOU3E MBZZAN1NE TOTAL • e )4 16LOO . TOTAL bLIILDING+ PARKING!: QFFIGE AKEA WARENOuPE AREA TOTAL Requ 11te13 TOTAL PROVIoso OtT'AN PAIL O OOM PACT HANCPIGAPPga 10102 u bG TIJ KW I LA Z Or i C/0128 (1$1&2) G- 2 (REG!IONAL RETAIL 1'DuINL''e) v• N Lb•2 • FULLY AREA (?.1T.) 2,2)05. I2 0,623. 4:'1 I1I SO. 0 1, i3.0 5440.0 12501.0 11102. tt el "/o OF E ITE 2.04•/, 5 1 %I V. 12 6.p. 2.5/ IOt?0 • 14 6TA LL4 4, 204. •7e 8.!! c9 I/ WOO s 4 eirALLL It *TALL* 101 TALL* FAVINA� LAsD eApisl f • tiequg*Ec' (oHoww ) 1'1/EK asivISONAA1,14T Z01 e TOTAL LANP.C444r1H44 13 OTALL.6 ra BALLS t «A LL 1/11501.0 05.201/4 2,"115.0 (0441•64) vi too. 9 # lei °141.0* - TOTAL a IT Z APRA if01093. 0 ± CITY 0; Mira} Ai'PROVED- AUG 2 01986 As !,'TED Bull DING rDIVIS!ON RECEIVED CITY OF TUKV' ILA 1986 BUILDING DEM' 10.42% (24.12./0) 24.401/4 401.10% 100.0%