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HomeMy WebLinkAboutLUA99-121 • _____,2 ' 0 A ' ___ ._+,_,‘,6 0 o-. \..i \ ......--"4dir 1:41,„ O---" ' •. Ills 11 1 Q E-A1::"" »� '1; il';' LOT 6 Y� 1 261' ..,5--°- g it 14di‘ 4 ..,0 % .4 �17 y 0 'oro-sso -T 'El 1 s-.,�In 1 eery».ydrrG � � t. t .,' �' [I, 1 0(I 1 :1 ,�® i LOT rig .Lam smrE s- ry LDT 7 10.'3" ,o-, s-.lit I �u ll�iti «�.c 2 ,o-m ,o-o I S� 1L ,.-� ,Ti rs 91�, WORK AREA ^ t✓�t�� ram zr'a'. \ a.p ,-a . QQ aob Y s Y ,, \ \ cc2Z LOT ail(` i i f0 1 i ,�5 r'�71 ,; PACCAR 45 \ ®. / r m [ CO zr all. -I Ennn1-1f 1r ) r cia tit Mt m 0 O uril ir r °one 1 • ISSUE FOR PERMIT PLAN VIEW N Harris Group Inc. POLE:PONE N ,1v mu[rm POW sae NM. •ne4 moo •,• •O • �n .ccvr dun nYrr ia.rt NEIGHBORHOOD DETAIL MAP m r- I - Gp0.99 "vatBO //r6' ego•• rids' woo WS/ r m.. D rc "woo tan �` N I Mfr. '°'" RENTON SITE se21n - ^"'m O.t WdrtA RDITCl qm-,p-N, • • "c2\ Boa 11 ��, / 44e _ PUG SOUND POWER 64 .- nap h LIGHT COMP\j ANY , A ,_ ._., ,..., to, \\10-4 a • C Ali o5 7 I% ,o-w 5` � \. 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Na ■MELLN w e N1 �N.. i C'— RENTON SITE 9t1,, M tlA WSIFR RDNON A� NOI-SD-NI - IAATCH LINE-FOR CONTINUATION EE SHEET CI TH 0 LEG ND , s//,��'/� .l...— • - —11 , - - -/- J /1 I L L T- I-I I I I ■ L �s� r �1�;��� s / L J 14 I I I I I I I g°M'" ER ""«x` MIN TIMER WNW t' l /rat • •:i��� i ill ��/1• / 9 //I A' wr000 i WI I 8.�v iaifn POST ru vKTc o / a A / e.. _. ►, ►�.Q, / / / / ^ p Eac aDa/Dr»aRE vAur r:".. 4 J m ter, 1 / /// •./ 7IIIIIIII /II f /'� / ��.�/ ]x µ�� / t / // / I I T T rrrrT I I REF DWG ,► 1, ' \ • + • / } / /I I11 I°I9ivz P PII°.b9a,I 1°,,Is°Ic xx.• rrder \/ // 7Li� ♦`I �xir 10 100 • .-y: L— / ' ' 11 a'101 MA / • lli4 / / I10r a, 1 v /i / <C r Q"sL'It / s, / / °' / .. 1 g„_, ' CONSTRUCTION NOTES ' •,,/' % 1 • zJ • / ' ,9L /1 10 111.01:1i, i FEYO f E MC C1t AS E PAKIIFNi. / / // \ .• sa / / (_ I sioowSe mr«nE7E a a¢cw 9r eaf>trc v 'ha P.as / r , •. / _ a caRsnalcnaN NABA4TlL)li MO nc • / i / ow.. d / / ' } - t---1 camAcr sPcau cana ans m + •-s MO - •� / • w x,pia Y ro A w ' xx �`P. rp I / , •_^,^—_ r 1 REIpK PO57 NpCATpI S7ArA.r1PF MDRNIi �e_y _ • / / • ° —_, —— __� �1: • 1 ' wnm wxur- �y(` NON-SG TPIK(ROUT PIPE DOSBo WTI uNmi RUG wT p. 11 , I '- NON-sxaxx afar. ___ r• �� _ . r ,. �/ I1 T —1—rr- 1 —rT-r Al, ,53 ,,ir 0., -- 11 r °* "@_— _ <S •ii, ri 1 1 1 1 I I,,,,. 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L ,� —69 O gr.c m t•-` —v Y'T7 T--r .�....1 „I \•r--a_ - , ,—�I-- SEALE IN FEET TEMOVAL r. , I• • a /�, r. .1:1 1 st •e. ❑ u• II � I it 1 _ ,.,, 1 r� 1 O �`J v 1,,‘, , R/ I I w rM�-"! rf1Y �.•. ff I 1VI Z.PI -xni' —{�8 •M0�r i T 1' _...1 mvi Ia ISSUE FOR PERMIT I10 58 ® `J w a• G . 1 t 4 11111111,........___Hama' Gr kit„:„Iv Ii T ow a1 001 — — I I — -.� -- • - - e l — — — — •u., nit u''L I = , aLvmox•r COLT MATCH LINE-FOR CONRNUATON SEE SHEET CIMIR �� / e.a.99 1>g-1Rs9. DATABASE BY dN DEC.1901;RESCMID FEB.1996 °�' _ ..... room • OED ..� re w ..so r ACIY➢rA?Un Z .-u-w`w"` SITE PLAN •�ra I� 1 m E.G6A9 .w+ imam xF unn norm-o,w M. sa •w •N•/•. w s•moirs•'�•ao ti • au rr POOP .,/so,,, w/•m uawBQE���• 11epw w AM r. w. RENTON SITE C13HR M mmm _ _CPA WASTER RENCP1 R11-19-C1.I10 ••a•1.151m GENERAL NOTES: 1. N1 NON IA1E1W5 MALL BE N CONFORMANCE WITH TE SENORA N10 SPECFNAIIONS 0 TIE CITY 0 RENTON • NL ASPLWT MD CONCRETE SURFACES ASSOCNim tram T6 PROJECT 5H41 BE CIENIFD MITT[CAM/BENT NO TE LATEST EDNTON OF TIE NSDOT/RPM SWORDS MD SPFCWICATOSS. A SET OF APPNVCO BY WPM WILY TO WINOS AT UOEN STOW WATER ROOF POTENTIAL 42.ALL SNRNN SEOfp PPE MILL N SOR-35 PVC CONFORMING i0 AS14 D-3034. PLANS 9W1 N ME)T OR SIZE Al Ni EYES AMC COINSTRUCEIDNL • EXCAVATED 50L STCOPIES ON AIMED SURFACES 9491 BE STORED N PIED CONTANLQE AREAS SLCN TINT 41.NJ.UNION SEWER PRESSURE PIPE P I MO MW IFR SIW1 N SCHEDULE BO PAC Ni SANITARY SEWER PRESSURE 1. THE MOMS OF WORN N THE STREET ROOIF-OF-MAY SHALL N LOTTED TO 9130 AY TD 3:30 PM ON MFNUYS STORM SUES RUNOFF WI111M THE CONANYFNT WA LAN BE MONITORED PAIR TO PIPE 39 AND LARGER PAWL N CLASS 350 gIC111E IRON PIPE CONFORMING TO NOTE 21 OF SHEET L1. UNLESS OTIIERNSE APPROVED IN ITN BY ME DEP/FOYER'90 PUBLIC WORKS. Ni STREET CLOSURES, 05CHARGE ADOIp0W1Y,114E SOL STOCKPILES NE ro N FULLY COVERED TO SNOW PAWN OR PLR,SHALL BE APPROVED BY ME DEPARTMENT 0 ANAL WO16 24 HOPES N WORM BAR NTH RARFAU' GENERAL NOTES SURVEY ME POLICE DEPAMIEM.BOEING NO RENTON FIRE DEPARTMENTS,NA 911 SWi1 BE ROWED 24 HOURS IN WINCE. • COSTUMED AREAS TINT ARE ro BE EXPOSED FOR OVER ONE WEEK SIVA BE 51A911IID MC 3. Al IOCAUM6 0 OWING UTORES MgMN ARE APPROYIWTE NO TT MILL N THE CONTRACTOR'S RSVNMBLfIT TOCOOED AIM slum AT A RA11 Of 2-3 BALES PER TAO SOON FEET(IPPINL 2 ICONS 44.LOCATION OF UNDEAGRORO 11L1MS AND NMNE GROUND FACILITIES MD UTLM H NNYA S ERE LOCATED IAN& VER N TIRE TRUE NO CORRECT LOCATION 50 AS TO MODANCE OR 05TI4RBVRCE. CONTRACTOR 9M11 PROMALLTWINY TO DERMA CONEKT WIN RAINFALL ASSOCIATES,NG FIELD OUP LOCATION SERVICES NO VEA/Y Ni WIRY LOCATEMS REIN THE PROPER BANG FACERIE5 • ALL ENEMAS FROM EXPOSED SCAM TO PAVEMENT SILL BE COVERED WM ORAVF1 OR CRUSHED PERSONNEL PRIOR TO TE START OF EXCAMITOI WORK. FOR WON LOCATED ON THE CITY 0 RENTON PROPERTY. COWER ro MNMA CRAG 0$0 SDl. STRUCTURAL GENERAL NOTES ME CONTRACTOR MALL CONTACT UTILITY 1DCATE AT 1-800-824-5555. A. A PR/CONSTRUCTION CORUENCE S REWIRED WM ro NN CONSTRUCTOR A NW OF 3(TARE)NOOK MS NOTCE GENERAL NOTES FIRE AND COLD WATER: 6 REO.ERED FOR SONEWMING TWENTY-TOUR ROAR NOTICE WILL BE MOUND PRIOR TO STARTING NEW C016TEICIIOA 21.ALL MP WM PIPE SHALL BE CE19R IMD DUCTILE NON PPE CORECRI 16 TO WM C110 NA CBI,LATEST REV., 5. NOG MALL SEAM THE nun PEROT ERON THE CRY OF RENTON. I soil N TE COOIMCT5FS THICKNESS CUSS 52 OR AS NOTED OM MANIOCS. CEMENT MORTAR LNIG NM SOL COMIC PAW CONORM TO WM C104 45 ILL WEANS WOOMMSO,RESIGN.AND CMSTNX:110N SH61 COWRY TO TE ORAMN9S.SPECE8ATONS, REMo19eLN TO SECURE ILL OTKR PORTS PRIOR TO SEARIWG CONSTRUCTOR RENS101L PPE AIRS MO BE TOON JOINT,OR AS SHOWN ON MARQUES. MO 154E INFORM BOOM WOE(UN).1997 EDGION. 6. FOR TRAFFIC CONTROL REO9RFlEMis,SEE SPECNKAITOSS. 22. DUCILE MO FMCS 9W1 N CEMENT WED.PRESSURE RATIO AS NOTED ON PUNS MO N KCORMNCE 46.COSTRSCIOR 5H4L VERDIY Ni EXISTING D9IF.NSIONS WARP SIZES AND CONDITIONS PRIOR TO COMMENCING WM NS/AWN CI10/A2I.10-172. CEMENT UMW 5HN1 N IN CARONNCC NM N6l/AMA 001 A21.{-M. E FI11R(S MN FOUL Ni DROOPS OF MOM CONSTRUCTION 910YI1 ON TE CANNC0 NE EKED EATER ON 1. GWTRAL'TOR 5 TO ORE UTLITY LOCATOR SPACE LOUR U1I/1E5 NA SHORE OCR W CONSTRUCTION pRANR1C5 NE 3 RCN5 TO 12 PICKS N Pt MD WE MECH.Jg01S.TE i1MIMfS PAWL BEN NM EIT1EA 514E OBSONATON,MORAL MAMA OR NW ASSUMED BASED ON EXPECTED CONO106. F TE COSMIC BM RACTO NO APPROVAL BT RENTON FAQIRS SHADOW U COWREF 909E 1 SMCUCIING AND IXCAMTION. ARm/AAA CI10/A21.10-92 0R W9/ARENA C153//A1153-6A. 3-N.TO 12-N.DA FI11M6 NCH HAVE MECH.JONES CONOIDI6 CO NOT CLOSED'W.T0H ME AM ONS SHORN ON TE°PANICS OR B TE EOSIWNG MEWLS PRCRNCl/OR FANGED JOINS OWL BE N AC WM ANSI/AAA C110/A21.10A2 OR A CIMBRATION OF ANS/AWWA ARE 0 CUES1%RMBIE OR SUBSTANDARD QUALM.NOTIFY TE ENGINEER PRIOR TO COYMENCNC ANY WORK C110/A21.1062 MO DENS/AWWA C153/A2153-94 SLCH TINT THE PON0M 0 TE WPC NTH A IEOWNIOLL IONI(S) 6. ALL UNDERGROUND PING.EXCEPT OFFICE AREA MD IRRIGATOR SPRINKLER PING,51W1 N IDFM FIED BF THE USE ANY N N ACCORDANCE NM N5/AWRA C153/01.53-84 NO TAT PORTION 0 TE FITTING NIH F1AMY0 ENT(S) 47.CONTRACTOR 5H41 BE RESPON59E FOR N1 WEN POMPOM ARD METHODS,E090O$SEQUENCES OR 0 SURFACE LOCATED SO EERS,PER TYPICAL WM ON MEET C553. MARKERS 51M11 N LOCATED AT WORM INTERVALS SHALL N N ACCOR0410E WITH N19/AN*A CI10/A21.10-B2. F FRANCS WE I NOES TO I1 MKS M PAMPER NCI PROCEDURE REQUIRED TO PERFORM TE WORN. 0 150 FT.AT ALL OUNCES OF DIRECTION.WORM 5 FT 9f A WALL AT Ai HANDLES MO VALVE BEES,REND ACIICENT INVE 1YRM JON1S.TE FIT11NG5 OWL N IN N'1.1N1MMFS NTH,AN/AWN C153/A21.53-EA. ACCEP1NNCE 161NG N TO ROAR WAXERS MOOD NOCAR SOINCE PPE 92E DREAM 0 ROE.PPE INTERN NCI PPE DEPTH. AO:CROWE WM SECTION 53-13 0 ANSI/AAA C153/A21.53-94 W NM SECTION 10-4.3 Df NNM/AAA C110/A21.10-61 66.CONTRACTOR-MTM1FD CHANGES 9MM1 LC 9RYORD N WRIPC TO THE FMGKFR FOR APPNWN PRIOR TO WOO NSTNU104 LOCATORS MILE N NOICMED ON THE CONTACTOR PROIOD AS-BEET NFONAN M141 N WAWA 9r THE COWMAN AND TONS TO THE OWNER. FA*OU110N OR CONSTRUCTION. MRCP SHOWN ON SHOP DRAWINGS ONLY WILL NOT SWOT MCC REQUREMENT. N TIE FORM 0 RED-YARX(D WARMS. 21 CAE VALVES SHILL COFORM TO AIWA C509 AND MO N N.RS RESLAR SEAT. VALVES SHALL N DESIOED FOR 49.SPECK NSPECT1N: CONCRETE CONSTRUCTOR.IXPWSON BATS TII 180(0 QOMO MEATS.AND EPDXY 9. 00511NG MONIONG WELLS SHALL BE PROTECTED UNLESS NOTED ON ME DRAWINGS.W N0 NAM(811 1NE WELLS A IMMO WATER OPERATING PRESSURE 0 200 PS, GATE VALVES MN N Luca CO.NO A-2074 ANO A-2075 OR WARPED. GROUTED INSINLATAN6 SHALL N SUPERMED M ACCORDANCE WIN SEAM 1701 OF THE UDC AND THE 91110,E ATTEM DIRECTION FRO WOW SAFETY,HEALTH 6 POROWENTAL NF186(AREA-(425 -2703.) AL VALVES SWL1 N WOOED AS SHOWNON gANNGS. PROJECT SPEdf(AT0NS BY A OYL1E ST D RMG AGENCY 05N]MTFD BY T M/ER E 0 ME ARCH1ECT M0 61 0URBED VE 9 115 W1 BE RFPUC BO ED AT TE DIRECTOR OF OC SHEA All WELLS TINT WLL BE O611AOEDD 9M11 N N.N1 ORE NAIFR MANS MO N AT A NN 0 54 INCHES BELOW GRADE. ILL COD WAVER MANS 9141 N AT A WOW STRUCTURAL ENGINEER 9W1 N FURNISHED NM COPIES OF ALL MSPE0NN REPOTS AND TEST RESUL6. ARWDONED BY BOEING AREA TWO WEDS N011CC SHILL N CNEN TO BOORC 9FA PROR TO NOUMEA TE WELL OF 36 NINES BELOW GRAD. WHERE UTILITY CONFLICTS OCCUR,WATER PAINS ARE TO N LOWERED TO CLEAR ALL PPE MCI.N LW W OPEN CUT TENCH UNLMS OTHERN6E STATED ZOOM GENERAL NOTES EXCAVATION: 25: ARINGTON 9W1 CLEW N1 NEW WATER WRNS SD((6)NOES N W4E1ER MO URGER WM 50.CONCRETE NOL N AXED,PROPORTIONED,CONVEYED AND PACED 9 ACCORDNCE WITH UBG storm 1905 ANO PPE CLFAINING'AGO NOR TO 06MFECTOM MERE VISUAL PPE INSPECTION CAR NOT TAKE PACE 11G5'S.U.N AC.301. STREWTH AT 2E UK MW1 N 4000 PSI WITH 5'WOO SLUMP. INSERTED Pro TE PPE ARM PIPE NMALLAI9R THE COMPACTOR ON BE RESPONSIBLE FOR NRN69NC AID 10.POOR TO NN BAOOWIMNG 0 NEW PPE E OWL BE MSPECIFD BY A WPC REPRISE/ONE TO NSW TIi OPERATING ALL TIPS,FUMES,PIMPS,DACES.PUGS,SWUM,CORPORATOR STOPS,MISC.ROSE PIPING,NO OTER Ni CONCRETE WITH SUR0AC6 EXPOSED TO STANDING WATER OVAL N NR-ENIPNIED WM AN NR CONTENT PPE TO/AN COIIFDINIS 10 THE E,I STANDARDS 80 TEDSPE BY A W R SH41 N Of CONTRACTOR'S EQUIPMENT NECESSARY TO PI'THE UNFS. THE CONTRACTOR SHALL PREPARE A DUALS)PAN FOR moms TE CONDOM D 11RC TABLE 19-A-I. RESPoN9911TY TO WIRY ME TON PROJECT.REPESENTAI6E 24 96 N MINCE 0 ENAFLMN9 AIL 0611951085. WATER YAIMW NCI INVE E APNNVED BY TE COMER WOE BECMNMG E%GIIIION WORK. SEE SEOIEMMG KM TE CONTRACTOR 9W PRINCE AS-BUALT INFORNMION N TE FORM OF RED-MARKED TO THE DOWER FOR INGgNG STATION 11XATIONS 1 51.REMORCNC STEEL MULL CONFORM TO ASNI A515(INCLUDING SUPPLLIOR SI),GOA 60,h-60.D00 PTA. 26 ALL NEW ORE MO COD WATER INNS AND SERVICES 9451 BC PRESSURE VESTED TO A YM 90 250 PS M ACCORUNCE CRAM 60 REINFORCING PARS WHICH ARE TO N WELDED 51W1 CONEORY TO A51Y AfiE REINFORCEMENT 11.ASPHALT ND CONCRETE MAW TO BE REMOVED SHILL N UNCUT ro A MIN.DEPTH 0 TWO INCHES. ALL SURFACE WITH THE SPECIFICOONS OF TE ON 0 EXTON ND THE WASINGTON STATE REAM 900081 ENR. N1 PRESSURE COMPLYING NM A5TM1 A615(51)MAY BE WENDED ONLY IF MATERIAL PROPERTY REPORTS 9D9ATINIG CONFORMANCE CONCRETE PAWM(M,SMIRKS,CURBS,corns,W0 O NE1AY APPROACHES SINS N SMNT TO A IPA.DEPTH 0 TWO ESTNC OW N DONE N THE PRESENCE OF A REPRESENTAI0E 0 TIE BOONG COPNFI OR THE ON 0 RENTON. 111111 PLOW PROCEDURES SPEOFED M A.W.S.01.4 ARE SUBMITTED. INCHES OR READVED TOW EXISTING CONASON JOINT. 27.ALL MEW FRE YN16 SONE BE 5MFECTED N AAA STANDARD C651 SEC 53 91C NT/H�O�O. MEW COD WATER AND WINCES 12.PERRANN1 COI2EIE PAVEMENT PATCH DEER A T ME SUR M HIS BEEN PREPARED,PATCH WA CLASS A(3/4') SHALL BE 094ECED B IM Y TE EVI N 0 A 50 PPM(MN.NONANTPAIDN)C91MNE/MRR SOLUTION. MI CA WENDED COME FROLIC SH1V1 CONFORM TO ASHY At6i MR-DOWNED PORIUNO CEMENT CONCRETE PER NOTE 4 ON MEET C553,MD WITH 000.11NG ND HYPOCHLORITE WWI.MOT BE PI/CED N TIE PIPE AS LAO. CHLORIN SILL BE MEERED/MJECED N 041100908481E NON THE 52.RACOON STEEL O N DEWED ED(ROOM HOOKS NA BENDS)INA4.COROAINCE WITH AC 315-92 MO 318-95. RENFOPOEN AI PER CONCRETE TRENCH PETALS ON MEET C553.PAGE IN KHE ODDNESS NCODDNESS OF THE TE TEDIOUS.SPECIFICATIONS. AL CONTINUOS RO9FORCEYEM IN ACCORDANCE WM THE ANFORG MEIN SAUCE AND DEVELOPMENT LENGTH IX6TNG CONCRETE PAWNOR.Ai.REINS SHALL N SEALED NM A HINT fLLER PER WSOOi ECNNC4 SPEdf1UTI0N 26 CONNECTIONS 10 FASTING 16015 OWL ROT BE WOE AMA TIE MECESSWY A6MNGEY0115 M THE SCHEDULES HARE BEEN SCOPDULE'. PROVIDE COWER EMS AT Ni WALL MO FOOTING MT06ECTONS. LAP N1NC011 WES 0 WELDED CORE 9-04.2(1).PEAS WHERE AN ASPALT OVERLAY PSIS OVER CONCRETE PAVEMENT,AN ASPALT pAEIEAT 91LL1 N ARPANCFD WTI TIE OWL AU.VALVE SHUT OOHS NCI OPENING 0 CSM O LINES TO ACWYPSI NEW WATER WM CONNECTION NW MOWN 0 O'AT SCES MC ENDS RACED OVER RE NEW CONCRETE PAVEMENT PATCH II MO MO IN TIUNESS 0 THE 06ONG ASPIC'PEJEJN. OWL N DONE W BOEING IIMOT VCE PERSONNEL ONLY MESS OMAW6E APPROVED. 13. PEINYE0 AWLAT PAVEMENT PATCH: MIER TE SUNAADE 045 BEEN PREPARED ASININE CONCRETE MOOT CLASS B 29.CONTACTOR TO P010E PLUGS NO 10PgWN 9O-OPT ASSOINJE$FOR TEAKAN0 PURITY ACCEPTANCE PROM MO CO PAPALLY OIBFmm M IINED01(D CONGETF MWl N FIELD BEM UIIIISs ORFRNSE NO1PO ON THE DROOLSOWL N ND AND RACED N O TO THE MCIOESS OF PIE COSTING ASPALT PAVEMENT OR TO A MN WM 0 T DotW TWEE TO 114E-. NTROVEED BY 114E SIRUCMRAL WINED'. INCHES WOOER 6 CRFAIOL THE EDGES 0 TE 0(6RENG ASPHWT 80 N MS MO CAS0A6 SHILL BE PANTED WITH A.All MO JOIN PIPE AMO fIMNG BELL CASKETS SWl N U.S.PPE TE1D Ld('ULUT FOR JOINT RESTRAINT. CONCRETE PROTECTION(COA R)FOR REINFORCING STEEL SLW.N FOLLOW AS FOL10 HIOE ASPHALT CEMENT OR ASPHALT EMULAN YYEDMELY BEFORE PULING T TIE RWI PATCNG WEM_ TE ASPHALT CONCRETE PROIEM SOLL TEN BE RACED,LEVELED NCI COMPACTED TO ARMIN TO TE WNW PIED SUFACE. All HNECTTJ80D PPE MD BMOC JOINT 1OLORER LANDS SOON SERFS 1100 NOM REST ON WCHW9A FOOTINGS NO OTHER UNFORMED SURFACES YYEDMRIY TM.REMTER Ni JOINES BEIW(D9 0 NEW NA PAVING MPINT PAYON T SHALL N PANTED WM HOT MANUFACTURED BE P M RON SALES. PEER NSTAUMNI ALL RUNNIER ANT REMO..WAIN%9W1 N O57 I01AI151 NO PEAMNFNEY E%FORD TO FNTEM_....._..............._. ASPHALT OR ASPHALT POLAR MO N COVERED WM DRY PAVING AND BEFORE THE WONT SOJORIES TE CUED WITH COAL TAR EPDXY BE WIAm PRESCRIBED BY AAA C203. ..............3' WEANFOR TACKING DIE BOTTOM MO SEES OF PATCHES FOR ASPWITC CONCRETE SHALL BE AN OOLSIFTED ASPIRE 31. ME CONTRACTOR MILL CLOP TH E LDU 0 TION COSTINGPA G R N R WINS TO TAPPED BEFORE REPINING G FORMED SURFACES EXPOSED TO EMIR PER SPEC. FOR DAM THE EDGES AFTER PLACING ME RSPI*TIC CONCRETE POCKUSE A MOLT WON USE AND WIN ME PROPER BONG FAOUMS PFASOWFL 0 0CH WCATR.164E 0 A LOCATOR SEANCE PRIOR TO (.A WALLS BELRII CROWD OR WEATHER (/5 ALAS OR IAROR))........I' RC-70,MD D THE SPIKE TO PREVENTPAWN.PAWN. 010001 N 6 RELINED. 5 WN9 OR SMALLER)........I I/O' AO 32. Al PING SIN.BE RESTRAINED PER DEEMS ON MEET D553 MO ALOE 30 M5 SHEET. COLUMN 0 OR SPIRALS 4 1 BEAM STIRRUMPS..F.................CIER..PU....._......I 1/2' 14. TE CONTRACTOR MILL COPLY NM THE CITY 0 RENTON AND OTHER GORAPING/WOES FOR TT/PCP/AY ENRON SLABS M9 WALLS(NIEAXR fA0)....GREAER 0(BA°Vl1E1FA PHIS 1/B�OR 3/1' comma MEASURES MO STOROMN(A POLLUIOM PREVENTION PAIN. 33.THE PING NA E9UPIDO ro BE INSTALLED N A VAULT THAT 00ES NOT HIRE FACTORY APPLIED PART SHALL BE GIVEN .11 15. CONTRACTOR OWL WONTED'NOTIFY THE OWNER F CONTAMMTFD 50L DR GIIINOMT4 6 ENCOMIUM WRAC A COMPLETE CUT 0 FOREST PANT S65 SERFS PRIMER OR MPROVED EOUAL TWO FAMED CUTS 0 FOREST N.BE KCE 0 GROUT PAWL DOMPLY WM CRD-611 ND SHALL N N 01 M APPROVED WN0AC0 54 GROUT LEA THE WM SEE CONTACT SPAN.POMPONS FOR REWIRED PRECTON. PANT 195 SEAS EPR1,OR APPROVED COAL So11 BE APED OVER THE FE1D COATED PONR. BE O MO PIKED IN 51WCT ASq PLACNCEED WARM 00 SOINO).MANUFACTURER'S MSIR0TON5. MOT STENGM SAW N Ai LEAST EPA TO TE MATERIAL ON WWI R 6 RACED(POGO PTA MNYW). 3A. P0995.NANO PPE OF9II898942 N *1 90 MILL N PROVIDED MO INSTALLED BY DE INSTALLER 0 O01NGN01N0 16. EA WANTED AUL TENCH wERUL TRUC BE ILLPSPOSEDCOMPLY 0 AT M APPROVED N1RN COUPON. SOIL RATEAIL USED TO PING. ANY DISTURBED INNERS OWL BE REPINED. RIRECTIIW AOTO• SECTOR WALLS TI PA TMINCH SHILL COAY NTH$CNFILl INTERN AS SPECIFIED M SPECIFICATION SECTION 02210-TMMWOM'. 17. EXCAVATORS NE TO HAVE SLOPED SEES ro CORE WITH ROCAMM C5 AND PONCES HVYRG_JU 500T0R AND GENERAL NOTES STORM AND SANITARY SEWER a STRUCTURAL 51HAPF5.RAM"°BARS SILL N AS1Y A36. 'Of ONR STAESTAACr1 IS.SIAivInl 01 INATERIA EXCAVATED.OR TRENCH DEEP GRE PROM PORING MO BRACING WHERE ATER nwi C-00'' BECAMEPOSSEILE 35.N.STOW WATER PIPE MULL BE WINCE°DRAINAGE SYSTEM ADS R-12 HOPE PPE WITH ADS sacs 35 CONSTRUCTION SEQUENCE OF TEMPORARY EROSION II TE CONTRACTOR SHALL REPLACE AT AO PRASE TO BOONG,ANY SIRUCIURE5 MOOR,OR OMER Ifp6 COUPLINGS AND AND SEDIMENT CONTROL M90AED TO ROM THAT ME DANCED WRING REMOVAL OPERATION6. M.CONNECTIONS TO ACTING STORM WATER OSIER SILL NOT BE CODE UNTIL THE NECESSPR1 ARRM FMFN1S MO MARE RCNPANES HAVE BEEN ARRANGED IP.TIE OWNER. 55.NSINL CONTAINMENT BERM MONO 10-55 NNDI8 TO COACT DOIO WASH INTER TO SANITARY SEWER 19. N951595 NG AND LY OR SO SO WY BE HAAF➢NO RECUR OF,CONTACT PER CON08 RACTSHEA SPECW CGN0TI03. FOR 37. PRIG TO THY BYN1R11NG 0 NEW PPE,T PAL N MALTED BY A BOOK REPRESENTATIVE TO INSURE THAT 57.05C0MECT ROOF OWNS FROM 515 SYSTEM AND APACE TO CONCIEIE PAVEMENT SURFACE WM NEW APPROVAL FOR SOL g5P10 0 APPROVAL NO REOI.WElE/15,CONTKE BOON MEAN(A25�65-2103. FOR T CONFORMS TO THE PROJECT SINUVDS ND SPE0F9AONNS. I SH41 BE THE CONTRARO(S RESPONSMNIIT MWAEPoNG DISPSAL APPROVAL MD PERMTS.CORACT BO(1NG SHEA AT(A25)965-2703. TO NOTIFY THE BOEING REPRESENTATIVE 24 HRS IN WINCE OF BAGY10U1NC ALL COMSINUCTON. TE CONTRACTOR5E.ONCE S0IIARI SEWER MANHOLE SCUD COVERS WITH A SLATED RATE COVER. 20. TT ALAI.BE THE COORKTORS IESPOM59ITY TO PREVENT AM SILTS.SEGMENTS,CR OTHER OELL1FROl5 w1ERILs OWL PCONDE AS-BUTT NfORWTON II 114E FORM 0 RED-YMED OPARM.S TO DE ENGINEER. 59.uPON COWIE1DN 0 REMOVAL 0 10-65 CONCRETE SLAB REMOVE[ONTARYEM BM AND REPLACE SMEARY SEWER FROM ENTERING TE OWNCE COURSE AS A RESULT 0 16 PROVER. MOWN STANDARD ONOSON CONTRA YL1AAa 38. ME CONTRACTOR 5INLL 40081 TIE LOCATOR 0 EL519NG STORM WATER TO BE TAPPED BEFORE BEGINNING WON 5O D DOERS. RECLINED FOR M5 PROJECT ARE AS FOLLOWS: AND NOTIFY THE PREFER BCONC 0AUf1ES POLTOMEL 0 UCH LOGIEN.USE 0 A LOCATOR SPACE PRIOR TO 60.DEMO FRE WATER MEN AS DIRECTED BY TE REMOVAL 9PAMNG5. IXCAYAIDN 5 REQUIRED. I • 911 FENCING IN AREAS WHERE PAGE O 0500 SOIL SURFACE AREA RI.NO0T PRESENTS CONCERNS. 61.CROW CONCRETE PAVOIFINT. 39. IXUVA11ON5 NE TO HAVE MOPE)SDES TO C0PLT WM AUL CODES NO OUNCES HAVING ARISOCTOR MO WSFM CLAPER 294E-155 WO. •RONDE%COW NO BRALWNG MERE SDPNG S NOT P05y9E BECVISL 62.NSINL MOMENT,EROSION AND ADOPT CONTRA OP'S. • FLIER P96C BAG Mn4EN TRAPS 9U11 BE INSTALLED AT ALL CATCH BASINS NO LWWOIES. OF SPACE RESIRICII0N5.SEASON 0 INTERN 0CAVA1ED,OR 1Rd101 WM 6 GREATER THAN N'-0. 63.SIABLIZE EXPOSED MALL NO 510C0PIES PER 5/PPP. CONTINUOUS INSPECTOR MILL N REQUIRED i0 ENSURE PROPER FUNCTION. 40.ALL DEWATERMNG MO EXCAVATED SOL SHILL BE HIRED NO DISPOSED OF OFF-S1E PER CONTRACT SPECIAL CONOTDNS. ISSUE FOR PERMITtI- t • SEAM BALES 9 WH AC1 BE INSTALLED NOUN° ET GRATIS WHEN SILT LADEN RUMP WNDII1ms BECOME 41.ALL NEW PPE NO°RAMIAGE STRUCTURES OW BE CL EAVED EANED PRIOR 10 FOOLPCCPW 0 CE NOW THEY SHA 90 Harris Efl$Group OI�)Inc. TW POW FOR EFFECTIVE USE 0 FUTFR DOW SEDIMENT ERNS NO SET FEMND. CLEANED BF FLU91N0 ROWING.OR 9INTEVER HAMS NECESSARY TO P110A9E UMOBS1NUC1FD ORNNGE AO CATCH BASH SUMPS,UNCOILS.INLET NO ORRET STRUCTURES.NCI OHMS FUCKS Owl BE FREED 0 ALL PRi,ROCI(, MO DUOS. 99-10594 al WA w OM I WNF RR F9.11 *mum HN/® A.Asa ILIw N.N Ne w wW Is ,C�AGl1T' i FUNn i`aN GENERAL NOTES l� 1 6DE.99 BOE/IY6W 'a. -`. 6KM .a s N ban ""` C2 i RENTON SITE a IN582179 M • �� COAL RASTER RENTON''''- REM-TO-CI Q _ _ _ _ _ „.„,„„C`y,„-y.1��� EE SHEETCI3HR --I --4 �‘ \-- _ �i� g ¢.n 43 gat„----•--a 0 --P- P J I � pA - L�LI" "1 Z to 't, i 1 / k: -" § 4 --- ---1--- 1ggi El bt I_- �` Ib 1 $ I --- -- --- -- � 'i 1 1 --.-1� �'� N3 8 --- - 1 1 [ --I - gala 1 I --- ---I--itwarf--- 1 rn r- 4'i �f1 ' ---1---OW 8---I CO CO I �tI---I . .1 a T •° --- ---1--- ___ ti -_I - 11e1i�7 / '% 9tMe r - -- ` [J I II 1 1 ---1 w""■ I6 ——_1 " 1 I 1---i -I I--i-1- 4 --- i ,ice t}---1 --1 4_ I CO '� L_- J 1 _ 6 _1 *'r"' I 1 \\\\Ny'`I H- -f -% � >t . i / 11,1I„11 : /� — s- as \ t\ , fo -': '"? '� \ \ ,a„ \ \ \ \ �.� \r" ' mod —s�i "'ray �' \ \ \ \ \ \\\\ \ \ �� \ \ \\ ..=> \ \ .\ \ \ u \\ \ -\ \ 1 IP ' \ \ \ \ 9111 \ \ \ \ \ hhf\ \ \ \ \ \l \ \\ \ \ \ a�AA \ \ \ \ \ \ \ \ \ .r•� \ \ \ \ \ Oil \ \ \ \ a. \ \ \ \ \\ \\ \\ \ \\ \ \ \ \ \ � t jr \ v` \ \� k � \\ \ \ . ko , \ \ \ \ \ -\A \ \ , \ \ d ati , \ \ \ ` \ y \ v0 \ A R . \ \ \ \ \ a'\j\ \ \ \ 14 . \ \ \ \ \ \- 1*' \ \ \ \ \\ \ \ \\:N \ \ Cr \ Ax • g 1 \ \ \\\\ \ \r 1:h\ \\\\\\ \ ` ` \ \ \\\\\\ \ * \\ ,-\ \\\\\\ \ \ \ * \ \ \ \ \ \ \ hi , \ \\ \\ \ ;_1 -\\\\ \\\\ \ \ \ \\ \ \ \, \ 1 \ \ - - X \ 1 \ \ \ \ \ \ ,\ \ , \\\\--r\\ \ `\\ MATCH LINE-FOR CONTINUATION SEE SHEET C13K 691189998899-----"." a ! : I 1,I El ET3 K immimprm7;;.i., w — 0 1S:7Z:iiiii C11111fr1 ° 1 r>c is o 16 i a§131 . D Engine PITO..11 - :ri gib Z € a ; �i g g r i/ 1R J) r - N MATCIINE FOR CONTIN l•`SEE SHEET C391J - - - - - �II — �\T �_ LEGEND " h 1•' I I :, A.. P1'l �� SILT FENCE me •A W IItl0l10p- 1. :, - I] i'd'lr nx I, I + ® r - e \ ..... L�T.fY ����� .•-e•ouuaer svuis I d Iti, •10 _ ����� cdsrnuc d DURANCE .. , I �n.1 I • 1 ,,ITS'""." -. I 1 or isi' \ • 3;. �'�'vj: AREA o E AED sa I� -m. ,•w •� '�� J iFYvdiMr CONT./WENT 9ERu iff ,,, I \ GENERAL NOTES © � �I r \ ,. sET sPfl a FOR CdSmu[nd s t,a of ! \VONTA TFIPORNIr EROSgw MO SCIAYENI CONTROL W I IV y, 1111111- - =.li — • I \ ..• DEYCE MSTALLAMri. e ` !� �.VAIILl CONSTRUCTION NOTES j N. �` " j % o, 1111 MsrAu SILT Iornc PER sternum DOPE +,!� 4a7 :.iwa ���� j_� ; :N. \ a d WET 51EFta ° ,�. 4 iR'v uy' ., !" NJ 13>INSTATE Uld BA91 SEB9ENT TRAP PER w� ..„y Id A- emitu- _-- �I \ STANDARD DETNL d SIEEi CSIJJ-,a. 1 10-65 ®' _ n v 13 ■ �7.1 I R01: y I MSrsi CATCH eAsn INLET SEDIMENT 9AR tlsR ad- \-a_ 9. _ —-- .n. 1a v '• l \ .•� t — I PER STAMM°OEM.ON WET C513Y1a a:sfli �, a:AJ1 !1 �� 1i rain" le •` , 6'MIN TEMPORARY WITAMMEwr TITAN (O •{j t t�t p•n''I •I'*®'I ' �I�.� 1 1 PER STANDARD DETAIL ON WET C513-1. �.,-� I 1 ,ill w'" I V �� / (�dAN E COVER MIN SLOTTED CRAM ,b ! ` W - .;4_•, \ : i- DSCONNEci ROCS DRAM rNM sTS SYSTEM. !y In '9 1 • LOT rrl N Y SS0(RRCE ROOF DRAM 010 NE PAVEMENT 11 A I a u n.. w� ' ^�I.• i d a W I ""�° 1 �l \ \\\�` r aMEAa 1. F r 1 0 ill:it 0Cra4\ ` PKEY PUN O ac M•ra •b ti N ',SW'fl aui iPs. I I.' '-n" n aim yI OM MS'0111-`�: Ii �„Rs 141 AL 4Y.t-Iw 1 R,�: _ w" a:��' �,�,� m"_' �,.mv" wt- 1 �,�.. ,� I 0t 1 1A. O®. it \ REL L... y...._"' I 1' �R �� Iwl� ® PM.ra p1 �+ �cA�rs� ,ZZI�i>� NB ri , i,,1 la:a�r>trn di] CD—1.----' - wi •m•wm. _ ,„1•19•11•Mmtm1Ploorymi Miry= worm!Ir.,p.m r,••.....,_,-..,co,___ • 4IPINOMAIII m ✓ e f I�� 7 '�t►omi E�i F� �j, r— —— it wxc 4j�� ..gm,,�I MI u.) —_ 1.,. I- II - -L--1 1 I J 'S-1 __ v_ LL1L �Ns E, uw E. Y i n aaaaa.6. - X P• ; -.-11el _ _ ]G ,n �, \� N -__ R1,A •__ I __. IC_ 2 I` ,,tir 1 ,+3 i l— ° ♦ ,i/y ; y,,U,,,� .,, �� • — 1 ;•'` - " V Id ,Y ]SS ' I SCALE IN FEET a 217 my • e maw-I mo GMT A — `_ —t --T-- oc —T-- --T — N ran — I I ,! e • • •• --+--4 __�_— II) 9I ISSUE FOR PERMIT • y ,' /IV 1mi r t/••'�T� I` 1—— + I .�, i�'^ -- - 1 t q W- -: :- IMlODE'. - - - - '� — — — - - i - - I •FOR CONTNIMTION SEE SHEET C398J / sa.s9 191-1osw DATABASE BY DNA DEC.1996;RESCNID FEB.IW9 �arRda 5< OED •�® »v s • wws w m • www Acw•raurr I TIS-w I•� 1 �' IDb99 ,v„m MC 106..mR_on lc C w •y,,,M gym•• w® TEMPORARY EROSION AND SEDIMENT CONTROL •a. - • ¢vA FOP A., WWI la. ceLBOE/iY6• . -� �' C395J 1 Nam— RENTON SITE -- M lwws CNl MATER RENTON RN-ID-CM YM 111 l•n,m in/PORNOPDeICAME FIVER BC DICKER AIRE MERRY AS YWPACnRED Q!MIME / (OPIgNY) 6'KILO OR325 STOW BALES PCLTEMIEERE PPE CONSITTUCTON CO MACS,NC(e00-NB-JUf) RU107 INTER 2•MBE WTI MM YOYENM USED NLT10R MEETrAI Ali METAL SIRW etun 9F/0 RDW moment(EPOSCM IMn CDC NCO,- CONDO FILTER FABRIC RAN FOR uTNc ..• `'% CEOTEMRE EROSION CONTROL DETER FABRIC EATC1OASN 7.....,GEOIEI(R RTERFD 09011 CONTROL TITER a D® / WATER SECTION ri, TYPICAL TEMPORARY CONTAINMENT sou:ALOE av_„ BERM DETAIL %YN, B♦ if 511/11 BYES GEOCORE FAOSOM SGYE:NONE COMA FILTER mew CATCH BSA OR INLET fEf G �/ MIME 1 -IP ___ __ 44e, /11'PILLOW LOI AO MEET MOOT STD PLM B-29 CA7CI�SN 1�+ WRAP GRATE W/GEOOOR [ROSEN mutt RFA NOIES FABRC Q __ USED ASAO0 CS....-- O OR ME OEAAr (OPIOMML) A 1. SM.,was TOND MM EE BOU dS OR NAM MIS • " MOWN SFDROR 2. CONIRACTOf Wr PROVDE ALTERNATE YETNOO OF SAT T. 5-IB LBS 91 GNP FLL 960 ROMFSFAA �TEN CATOMENO(tn.comma FLIER MG GYEL flout) , Am-0191 OR DYL)PILLOW.I ALLOWED A= I COOMCMW S KIL NOT USE SDMM BALES OR EOSIIw 2. CONTRACTOR MY PROVIDE NTLBMTE MEDICO OF SILT ROOMALIENNTM MEMO OF AT CATCHMENT MG CEOTEITRE FILTER BAG OMB RTFR) TEMPORARY SEDIMENT TRAP COaEE11r SLYt BEuBum. TYPICAL DETAIL a ONROOWr MA ILMDOARE I1ET1100 O SIT SCALENONE TYPICAL SILT CATCHMENT aaEMH sNY SCALE NNE TYPICAL SILT CATCHMENT SCALE NICE FILTER FABRC MARK BO'RIDE ROLL USE STAPLES OR OE RIGS TO ATTACH I 1 WPC TO MRE 2 ITe I H 24..ti 2'BY 2'14 CA RIME y 11 H FABRIC CR EON. I.USE FOR MEET RI11OEi OR FO.011WC OSOMEE FROM A i 11 •••••'•••••I SEDIMENT TRAP OR POD."."... OD.'• I I 11 r BRfV BDIfOY K FABRIC 2.WOYUY SLOPE STEEPNESS PFAPENIACWR TO FENCE --M M WTCML N e•N 12•REMIT IRE S 1:1. •• 11 II a ANONM SHED OR OVERLAND ROW PAIR LOOM i0 88 III III DIE FACE 6 ICJ R. RBI11 Si 1.F 50E OR LESS OF THE SOIL BM WOCTT,S FINE PARnCES F� a ___I SMALLER MIN TIE US.STAMM)SCC NI 200,ME COS COSMIC MONO BOIIS HO SAD BE EPA TO W S AIM TWN DE SCE SZE ry E2SE THAT BSI E SOL Cm PASS MIBOUGH. _. ^ 8 1. USE.•roe•WON SPNL.S OR CRIDIED ROCK FOR SUMAOO AS 001. *RMA.RIM'RM5 us S TII E TRENCH SMALL BE BY26RLED WnH 5/1'YNYW PO' `.n ..�� =_q=_ _ P ACCERABL OMI EM WA9ED CRNAL , OF DE RTER ABTUC IMIEAV1 005T9O CRONO 2. TIE 100'HAEEM WIEN SMALL BE LENEDEIED AS IMBA7 B FILTER FABRC EDGES SHALL BE IEROED NO DIET NYE INECESSNM TO INSURE WICRIAL S NOT MMOEE INTO 2 BY r BF 11 G WALE I�� SMUT THEN USEFUL PURPOSE.BUT NOT BEFORE DC 100 AN DE PUBLIC OOIf-Of-RAT. FABRIC a:COT. UPSLOPE AREA HAS ECD1 PERMANENTLY ST/BLUED. (Wr o REDUCED LESS D MI 2.FLIER FABRIC 1DCE5 SNAIL 9E IMPEDED RWEDARELM FOAL sots WIN J)0 ) 1 R-25'W RRNOE 5/4'-IS 11, C AFTER EACH RAIMALL NO AT LEAST ONLY ORRIMC ACE a E1P(SED SCE.) MSC)OWL LACK/ID. _ II ROMANCED M9FALL NR REPAIRS SHALL BE MIX N MIDI no co nom SCES '• MCDATELr. O FLIER FENCE WM ON 2'If 1'9000 POSE I PAN SIFII FENCE RbTS I COSTING ORMEMT MAP OR SHE ACCESS ROD TEMPORARY SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE TYPICAL DETAIL TYPICAL DETAIL SOLE NONE STALL ROE ISSUE FOR PERMIT Harris Group inc. 99-10594 I WINE As NM MY s Su 1OVM9 MOP OS z1u .HI ~ • Aw A merry STANDARD DETAILS ` f 1 aLO.e moms S V�1BOE,iVOW - C513J-1a �,� 6 RENTON SITE 'Hiss r ,....... CAE MISTER RENTON RM-ro-051L-19 GAM CO PLNLS a BORIC AREA REMOLD sae THRUST r'-' r c-' JOINT RESTRAINT NOTFS RE R005.SEE MANY BLOCKING SEE VHF 2 NI FLOCKING SEE TYPICAL BROOM FOR LECwNCAL OUT OUCn1*ON RESTRAINT NOTES x MILMK70ES BURRO AREA(R FT.) TMS SHEET IIOIOZOFRAL ROTCOEENL BEND IKN LIRA YEOALUO .x Hew.TOR I.BE SERIES 1100 ME WC/WPM JOBB0(6 RESIiWM DOMES SHALL WADr FINNED(ACE 402* FOUDUR GLWD$BOTH SAES I101112OPTAL MOO OEM RESIIWM YECNW6Y WWIRACIUED 40 FHN IRON =�MU. q \ V a �L,111eC 'p l�. MON ANT PIPE MTH illik\r4141k4 �ICIC � I=If US1ED AND 610006 INCH BY IMNGH'C uS ET(cow III([1' GASIOi(COMIMEs) RETMER TYPE•OMN A DEFECTON MAZE Of N 61leP FM OEG(3-EHRLICH,7'�11.���EA�CH SERIES MOLL ONE PIPE YIIM U.i1,00 IEGlLO SHRILL BEAPPRDVLD•STOOPEDeY PIPE FIELD LOK GASKETFN;TORY HRFR]M(Y TMdM'N Ifl- ai�rf l�i�; ( «�) FIELD P� U.S. PIPE LOTH GASKET 2.AU.CUSS 52 MOM JOINT PIPE$NMl HAVE A 174 (CONTINUES) U.S.PPE FELD LOK GASKET AT EACH BELL LOI CRETE _- YEGALl6 IIX]OKFA CLN1D5mm I. SI -`_ nv/.)/,`i `♦ AT ALL JOINTS 7.I�NVL ON MPpONE FELD LOK CASKE OVULE MR T AT ALE DES. 712E'A'.X VERTICAL ( 011 nP �♦ •� I.FOR WLVES.JOINT RESTRAINT SHALL BE SAVE AS FOR„I/T n 1/t,0 VvnvL Laos A OFM(N0. e'M.4EC6iD I s R L KCMG Ux0611M®m SOl 3000 P9 COMC II eN I, 20.a TYPICAL THRUST BLOCK AT HORIZONTAL BEND JOINT RESTRAINT DETAIL HORIZONTAL TEE JOINT RESTRAINT DETAIL gTHRUST BLOCK §i gh g§ . HORIZONTAL FITTINGS NOT TO SOLE NOT To SCALE .' 300 I,11Y a xD s/e I.s NOT TO SURF a I/ 11 2.2 5/8 2.0 so 17 7.6 5/e 2.0 FORM DEN6i BLOCKYECIYNCAL REIKEFR OR PLUG OR 6' 300 111/C 11 22 5/8 2.0 TO CENT1MJNE OF YECNANEAE JONI VALVE THIN �ONERDW.I. sum SLEEVE IFIN 1100 O 1/7 25 2.6 5/3 2.0 �N0 IGWgS EBGAOTHGSFOEESS BOTH SOEFS GMiD sf 41 15,5/8 2.0 HORIZONTAL FHIINFG 6' 300 111/C 16 23 5/e 2.0 (PEN PLANS) IEINE ADEMATE 5%OE --- r7 hhj1 a 1/T 47 36 5/6 2.0 I FOR REYaA BO D< S 6 U L- eR 70 4.1 3/4 2.5 �I roux..ETC. 111{{{ i2' 250 R 1/4. 32 32 5/6 10 =Ir.- GORY SOES OF THRUST a 1/f M IS 7/e 10 BLOCK MOJ JOINT PPE INN U.S. `MO JOINT PIPE 6111E a 13/ 5.1 7/8 30 'RATER LME COFM.THRUST BLOCK PM FIELD LOK CASKET U.S.PPE FIELD L0K (SIZE PER RAG) SEE APPUG.BLL l�E (CONTNUES) GASKET(CONTINUES) /. 4 OR RLS6 0 REED SO `7/� : 1 BEARING SBLOCK flow: HORIZONTAL REDUCER OR SOLID SLEEVE �r►i♦ ►. TYPICAL BLOCKING FOR HORIZONTAL FITTINGS HORIZONTAL VALVE JOINT RESTRAINT DETAIL JOINT RESTRAINT DETAIL .I ' OR VERTICAL UP BENDS 60 TO SCALE of TO SCALE - • Nor TO SCALE SEE TV'PCIL GLOOM FDIC BLOCK SEE HOLKNO FOR VERTICAL BEND.SEE THRUST HORIZONTAL FITTING TABLES FOR TTPE'A'OR TYPE'9' KORRIGAE PPE MO PWo s BLOOM T16 SHEET OEPFNIMC ON'MOLE'OF TEE. S I MOO 27!1(pE'•BE ROO 5F•1eM) Ilk i - -_ --- - K/8,01.0... 1 TYPE'B BLOCKING JOINT PPE N/FOR IS YMCA BENDS U.S. IPE FELD LOK R s L _ BENWG MA REDURED ASNET(COMMIES) FOR IOTOZOMAL TEE C M6TALE BLCEN010 `� raiii THRUST2 BLOCI(00. SEE aN1 FOR "G �1O- ��� o�S FT.) HORIZONTAL DEADEND JOINT RESTRAINT DETAIL c 'dy�ZR. 101 01 THE /�I a1 N1g N Oy$ yy(({y eeQ 4a HORIZONTAL i1M151 'v '� MOT TO SCALE C S� g 4b G.-.bg ISS aPLACEYEM OF THE {' 700 IY 30 3.1 5/6' 2.0 1U1614.11M1 ROCK 6' 750 IS 6e 4.1 5/e' 2.0 A MIC/L MUST OLEO YECwNIGY JOINT DUCTILE RON a' 250 45' 123 5.0 5/e 2.0 MOM POUT IRE BEND KITH 1100 RECALL/0 12' 250 15' 232 6.1 3/4 2.5 FOLLY/ER CLAMS BON 90f5 • TYPICAL THRUST BLOCK AT M044 eli PPE i • ANGLED TEE MTH US.PIPE FIELD LOU CASKET NDr TO SCALE (COWRIES) MON J000 PIPE NMI U.S. TEE 7 } / PPE FELD LOK GASKET TABLE 2 (CONTINUES) IMAM DEFLECTION NU.LOON 1000*1044L 1061 PPE REWIRED P4R ST EL=BORIC ATLAS OM FT) APNCM O fff C MINE FOR TYPE'A'POUT FOR RATER FROGS•2B0 PS ~DEFLECTION .�BY NIlC�1011 92E OF OF3lECT10M of JOI11I5 •B•BLOOMFOR RPE NW (1e-IT (20-F1 (le-F7 (20-FT ENG VERTICAL BENDS SUES W it /f n 1/z M ! LOCO) LIIO L73MBO LENGTH) ISSUE FOR PERMIT 6E/0 ffM HINYa 1' f-U' • SEE 155' ,73' nD' 203 MCA.BL000 FOR FORZONTAL FIiTIN(.S /'!r 030 1 2 3 6 4 6' T-A' 13.5' IS' 290' DO' OR VERTICAL UP BENDS Ilinnooe eY Huns Gf014 MC. r 2e0 2 3 6 10 7 r 7-40' 10' 11' Ir 2e0 2 1 e 16 • 11 10' 7-40' 10' 11• 36L w VERTICAL DOWN BEND AND OFFSET REV6ON'I'ONLY Ir 2e0 3 6 12 n 16 12' 7-IB'- IV 11' 390' s10' NOT TO SCALE *NNW I 06D6.99 1 9999-10594 PR O �FD • OM s.• NAB P N..s RIs s1. - . arr .I. UCC�IITY ""` •'s"` STANDARD DETAILS I� ae.a6.99 1 MS FOR MOP MAO RAM BOEiiv�• amaze. •N 1,51¢5, 723. M• M503I RENTON SITE da CALL RASTER RFMON Ta-a e1M-10-Y50.3 BOEING COMMERCIAL AIRPLANES . ______2 ' RENTON , �� o `�� % P WASHINGTON \j Ski© : ..... ... 1„.._ ‘161.k, :Ili, �, 10-60/65 BUILDING DEMOLITION 0��,: +' 'k ; . III CONCRETE PAVEMENT REMOVAL �� �© �� �� �_ ©: VI - AND 11 W�' 1 `Io�, _ Fl TEMPORARY EROSION AND SEDIMENT CONTROL 1 O 0_i�"°� C DRAWING INDEX (i\\ AT 1 �. 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J.N3\ RM-ro-CA31 CJI31 RYPOWAi EAOSOR MMO A.DUOR MAMA RM-ro-C3041 UMN TEMPORARY EROSOR MO SE11bR,CORTR0. �� I q O\1 CONTFAX R NVW--'0-C CAW 1 OM TEMPORARY MEMOS CCORROL r ❑0 0 U R1M-ro{795J CASH TDIACR6R1 EROSOM AND SENIOR CORTmI r-------- RN-YD-613J-10 CD 111-1a mJUM)DETAILS � RiR-ro-MriM MUDS SWARD DETAILS PLAN VIEW N WAIL NPR ISSUE FOR PERMIT ■ Harri99-W Group Inc. 99-,ow v .M.. M. ... M� .... ., .ccEPrrn�,vo9v I OM Pa KW ,� e� C v,...� COVER SHEET soot gBOEZAMTa ..sr. -. JAIL�O - ri� ""' RENTON SITE MI 'r w Rm.o. CMt MAMA / ON AnI M RED-VD-CO LEGEND r- f • 0' PARK AVE N V Q r PAPoE AVE N .TTTTTTITTTTTTTT� ( -zmil . _ ..a- - - _-- _ -_1EI /OO..SINWIIOR FENCE ROR.EDlit"."TO ENCLOSE 97E * i GENERAL NOTE$ z•-• /Z3., rt,,' ,,,% =.....-, =..• ,-_-7-.., c..-_-. : 10-60 A . ,, my .. Oar 00 ✓ ✓ REFERENCE DRAWINGS ((.; i 7 /,, ,..##, # / cam" � Q fri - . 4ill %• IM100 MIA 10 IC IMMO.M. \ e moo ° IICONSTRUCTION NOTES G ES- ° wow.wee,TO BC RDONTO 9Y exec MD ° 0 0 ° \ RETANED EN REUST_ tO / ��r° 0 \ RCT REUSE. R.ewW ewe 5 RDONE EOWIIENT. \ \ \ Di>TUN51ttt GTE TO BE ROOW Br scow cm REDR ED FOR REUSE. GARDEN ME N \ ®PROM(IDR'(IRARY BEANO 1OENERDSURE MAW • \ \ DOODU EI PERIMETER.PERIMETER.di 1 URRY BROOE TO REMAKE ®WARM CMCPY TO BE REMO+ED. DEMOLITION PLAN ®1M01"s) SEAL:1•-SO-0" Q ®ODWUSR SR.BROD(. NAR%ISN UTtOY BROQ. Harris Group kV. »-1oa. ++ A AxrPTAsm o ,,,,,, PROPOSED PARKING LOTW IR' A ms1» • va,. qlr -+ on. w - �• �-'wsa= •� BUILDING DEMOLITION PLAN , BOEiivo --. -- K10YDC-AR BUILDING 10-60/65 SITE vs'-ma OM. YARD RENTOR 10-10-RIBIOC-NI GENERAL NOTES: I. Al LOIN INOMALS 911.1 N N COMMENCE 911M M STMONOS NO 9EC(1CA106 or M CM Cr RENTON • NI ASRRLI No WIOCTE 0(0( :5 AS9301(0 MIN TIN PIOECT 911LL N CLONED LOFTY OFPNn1EN1 NO M LATEST MOT OF M NSDOT MUM STROAIS N10 SRW1G1016. A SET OF APPROTED BY SEEMS am TO 1007E SI LIMN SHORN MICR N1NaT POWs 11 M1 SWIM SEVER PPE SEAL N SO-31 PAC COM00N1G 10 ARM 0-3031. PINTS SHALL N CPT ON STE AT Ml TRIES N00 • DONATO 9d S100P.CS ON PINED 0*165S 91M1 N SAMED N MED CanNA[NT AREAS SOOT TAT 11 NI SWTART SEMI PRESSURE PIPE Y•NO SIM1L1 SM.BE SO(DL1 93 PC.ML SWARP SEINER PMSUE 1 M DENS a E01(N M STREET R01-0E-HAM Mu.N LAMED TO B 0 M TO 3D0 19 N NFLOIK SON MiER TROT NON M CONTAITOT NOCAM BE 10wroRED MR ID PIPE 3-0 MO LANGER 9*1.N OAS 350 DUCTILE IRON PPE COMOIBMC TONDE 21 a MEET a. OLESS OTTENRSE A OCO N M NG N M NPARi1LUR a REM KRIS ALL SU[ET 0091 3. 060107_ MMONELY,M SOL STOCO115 NC TO N F1R111 0000 to woof PARIS a nu,STALL BE LAMMED BY M 001NOTFNI OF AMC 10106 21 HOOTS N AONNa. CONTACT 014 WAALL GENERAL NOTES SURVEY M PLa 00019011.Ba0H0 NO ROAM rot OPNTIIOTS MO III 9NL N 1011(2 20 76046 N AONTCE • MIMED NOS TINT NC TO N MSG FOR DER CO MK 9ALL N SUMMED NO 3 ALL LOGT10T6 a DEW AMMO SIOM AR ARN00Nrz NO IT Mu N M WN111R1C10NIS RL4dt5llRT TO mart NUM OW AT A ME a 2-3 BALES PER 1032 SOIM 1111(NPROR.2 MKS 14.LOCATION OF LROGORORO O10(5 NO MOM a0R0 1ML0ES NO MADAM NOE LaAND N ITMIMN O NEEAWY M INC N0 N09C1 LDCATON so M TO MO MACE OR CaTuRBKE CQRBCIM 9TM1 POMO ALL )TO ARM CONTACT MI RA(ML AMMO;M. RDD own L501ION SEONCES NO moo ML UNItt LOCAT06 MH M ERDP6R NONE Daum • Ml ENRAGES FWD.EMBED SE ro MOOR Ma N W0ED WM OM.a CIT514D PERSONNEL PEON TO M START Of ESCAR ON EaR IN EON LOCATED ON M CRY a coo NSPERIY. CONCRETE 10 2E 1310 Our SOIL. M N [MKT Mira COMMT 9Au Cra LOCATE AT T-(9-02•-50m 1NMN STRUCTURAL GENERAL NOTES I. A PREWN*IX19N Carnme E 6 REDINED MDR 10 PRY D*NSIIMrnd A TO CC 3 IDTRFE)WORKS OAKNona GENERAL NOTES FIRE AND COLD WATER: 6 KCMG IN 50EDU111O INOfIT-FOUR NOVA WO NOt BE MOM®ARM TO SITT TER CO161N1C1011 IT.N1 M1ER MN PP(9*1.R COM IRI1D 04.011 MOH PPE(900 NC 10 ARM CT TO NO CT,1,LATEST TO, 5 WAG SHALL N0.1E M VERY MOT TROY M CITY Or IOTOM IT 9Au N M CONIMCTOR'S T700(]S OAS 52 OR AS NOTED ON CO RCS COOT MOAN LINO MO SEAL 0300 SIW1 COM O 0 MM COT AS AL MASONS ROM e91 OM/NO . L NO Cd 01 6NCT 9ALL COMMA TO M W/NOS.SPEOCAl06. RE9V61RLtt ro SENIE ML OTIEA PE11YR5 PROR ro SINi1N0 CO161TCIl01L LATEST REASON PIPE AWNS 9N1 N MN M T,OR AS 9HON ON MOSS MO ME TINS*NADT0 CODE(uBC),1991 EDIISN. L fa 1HARC 000 REONUroIS.SE SPCO1AT06. 22.OVERT 101?RINGS 9N1 N I2)0l1 LP(D,PRESSURE Mira AS NO1RD d PLM6,NO N xcanua IL COMMCIOR ROLL vow?Al CMTIS MONSONS M OE SAYS NO Ca0006 POOR TO CONDOM Will NB/AMA CI10/A21.10-02. MELT um SALT N N Aa NIENcE NM Nbf/REM CIOf A211-a1. A RIMS ANY N E N Pa MESONS OF COSIRO WNSIRUCISN 900 N M OVRRLS NE BKCO GOER Co 7. COMTIACIOI 6 TO MANE OM LOCATORR aria IDEATE MUTES MN SOB MN d WN5IRCISN MRCS NE 3 0003 ro 12 NOTES N ON.MO ME NEON A TS.M FITTINGS SNl N N MM E111Q 91E OBSIRTSER 00ML MOMS a NEE A54MED MED Co DPECIFD C010106. /M EAS7NO Foe WIE1 MO NPI 11 A RY IE(0*2EIM R arES 9MIOEAI TES MO PION TO SMNONO.00 OCWTR 66/I/M Clio A21.10-Q a N61/A11M C153 A21,23-B1. 3-N.TO 12-N.ON r1TIN6 NCT TOE SOL JETS COMM 20 1031 CLOSE11 MOT M COCOONS MOO a M PMRINLS a R M COMNO WM/5 O�10 FLATM 1.1011x NO�9*1 N N WM NC/MNN CI 10/Ax1.10d2 a A CDMNATOI a M6/FNM ME a OIC310MR1 a 9UMUMWO OINJW.COY M 000Lr MR TO CONTENDS MR WIN CT U. AL IIO000RO PER'CSN1 a1Ta AREA 03 RNA01 490L1 MIS SALL N COOED R TIC 10 Mr E N NTD10rICWM ANSMINA/0*11�53/121�NO MO PLOT N OF OF NEMOS EMT MOS OH R `TEDNATOL �) 47.CONTACTOR MAI N RESPNC&L ra Al SAFETY PIECNTSNS NO MOMS,1EONOIES,SEQUENCES OR OF 9r(MOE LOCATED INN06,PER TYROL CCMM.ON WET C563. WOOS STEAL N LDGI(D AT MUM N0ML3 Mil N N OCWRONCE 9111 MST/AMA C110/A21.10412. (r11 905 NE 1 INCHES TO II NOES N OM ER MO PROaDUE ROUTED TO PERM M NOW OF T50 FT,N ALL CA103 TO 00I01.MI1N1 5 IT a A MIL Al Ml TINNED MO NET(Boa NO ADNCENT 7910E RAN AOMIS,M MOM 910E N M ACWRLVO NTH01F MUM C153/A21S3-M. NQ1TM0 TESTING N TO NO1M MR06 90111 Moll SOME PIPE 921.[RECTO Cr FLOE,PPE MIRK NO PPE COM. A[W10A E MH ECTd 53-3_1 a N6/ATM C153/A21.53-M NM SECION 10-4J a M6/ANM C110/NI.10-O M.CONTBCIOR-NMTED MACES 9NL1 N swum N NN1NC 10 M 060(O1 FOR APPRO.".PINK TO MINER NSMATIM LOCA106 STALL N MOOED d THE Cd1WC1OR RO100 f6-100 IROMMRON 9W1 N MOANED N M CONIMCOH AHN TWr9TTIFD TO M M1EA EAIICAION OR Ca6110.004. DACES MOO ON STOP MMNCS ONLY ELl NOT WOE 116 RECTA/NOR N M FORA a RED-IIWOD OMNNOS 21 CATE ALAS SM.CafaN TO OM C509 NO 9W1 N I.R.S.R6EDrt SEAT. NAVES 9WL N NSOIED IN H.SEWN INSPECTION COCRE E Cb6TN.00(DAMSON NETS nERCED(1046304 DESERTS,NO(OAY I. 00510 0IT00NC REVS ROLL N PROTECTED TREES 1NORD ON THE CUTTINGS 0000 NNAOT 0611111E R0O000 EMUS A mom 1.11E oNEANN:PIESIlRE a 2W P9. GATE ALAS STALL N NAILER 01 NO A-2074 NO A-2075 N MPMMD. MAID NSTMIA106 9N1 N SUMMED N ACCC OA0 NTH SECTION 1701 a M UX NO M ROT RS RIO O 911, 9*11. NER B D Al TIC 0,REALM F GDC SM. a OTIS TNT*I.25a0000-2A1 COL N 24.ML TEE 9030 NAM 9A11 BE A PA a 54 HOES BELO T GUN. Ml COLD MD WM 9A11 N N A mom STR CNRAI SHINER SWU.N 1W16M(D PM CORES CC Pa RESPECT°.RUMS NO TEST N91 COMM,Erf 11(ONO THE Meta 03 09U®N1700 9w1[SECTOR BUNGED C M 11,10*ON 0 BOENG MENI Ml NEINC011ED N*F10 90 1E0 ND6 NOTE 9W1 N CND 10 BOOTS 90 FOP ro 06110*0 M SELL a 31 N0(S BEIDN CAVE WON UR111 COMM CTELN ERTEA 1.06 AM To N LOITERED TO QUA ALL PPE Mu.N 1O Bf OD M TE11CA MISS 011006E STATED. CGIIESCII: GENERAL NOTES EXCAVATION: 21 CON1RC1OR Ma CLAM ALL IOC WAITE I1.N6 91(1)00((3 N O ER NO UREA MIN 50.CONCRETE SAu N TOED,PR0PaTINEO,CaMYED APO PLMSD N=ORONO WITH UBC SECTION 1105,NO - -- PPE 01AWO TANS'PROP TO 06NrECTION WON MLA PPE NSPECTDN CM NOT INC PL/CL'PEST SAIL N PO AI. STRENGTH Al 26 MIS 9N1 N INC P9 91N 5'AMORAL SILO. NERAD T110 M PPE 0R00 PPE NSTMIATION M CONTRACTOR 9N1 N RESPa6N1 IN 1UMP1K NO To. mot To MN 9•aPALA1C a NEN PPE TT sou.N•Aram M A NENC NEWSMAN(To N6R MAT �A ALL INS,11NCL•A Pups.Tom;ROCS,Slow;Cag7MTON Sidi 116E 1SQ PRNO,NO 01W1 Pa CONCRETE MIN STEMMAS EIPOSFD 10 STATING M101 SALT N MI-EMIRMNW RIM M AM Cl7N'ENT EOM111f1R 1ECESSM TO Mr M ma. M CONTRACTOR 94./1 PREPNE A MOOED NUN TOR 0(NNTO M RR IESRNT COMOS TO M PN01En SIMMS MO"aroma IT ROLL N M COTMC0E5 INTER NAM NO NM IT/ W N M ERMA EMS KammOCSIAIOI TOM NE SE0OCNC NAPSCOlE0R111G TO UNC TART 11-A-I. RESPON9NRT TO NOT'M ECM MPN.SUTAII 24 M6 N M71N0 OF POML1/0 NI C061ron01 FOR MGM SU10N LOCA106 51.IEl1/p 0 SRII SCOT CdFON O AWN MIS M fbTMC19 MU MACE M-0.9,1 N00M101 N M FORT a R D-WMEO MEM ro M OCREFR OOLONG SOTEMENT SI).Ma N.h•N.D00 M. 26 Ml Or DE MO COLD NM INNS NO SWAGES 940 N PRESSURE IESTED TO A 1O OF 250 PS M ACCORDVIR CAME 10 ROWO aPC BPS TOM PRE 10 N M1DfD 9N1 CO ERE TO AM OM NAfdC0071 II.A9WLT NO COCEIE PINTO TO N ROOM 9191 N Mart 10 A M.DEPTH OF 7N0 TOES. ML 9M*AC( PM M SR0CA106 OF M Ott 0 REOTN NO M M0EICION STATE MATH OGARIlOT. AL RES3UE C*PLN1G MTH AS11 M15(51)MY N WELDED ONLY P MAE M memo MOMS MOW COECRENCE C0N0ETE,PMEAEM.S11MR5.00*5.anus.NO DOOM/4/00003 9N1 N SARI 10 A NE DEPTH Or no TESTING 9NL N DONE N M FRESCO OF A REPRESDTAIM OF M E300 COTPMN OR M OTT OF ROOM IRil1 01DP0 PROEDLKS SPEED N AWS.OIA NE SO MTE71 R OO a IroOMD TO M STOVE OPN60M 011. 27.Al NCR FEE OM 910.1 N 03NECIED M AMA SINOPO C651 SEC 53 SLDO IEMIO. TOR COLD MIT NC SONNCES II. PERW/E11r COOETE PMF3011 INTO( MG M U SUMO HA6 SETT ATONED.PATCH on CMS A(3/41 9*1 N 06KECTED M M MELT ON a A 50 PPW ON.COPCOMA16N)ONOME/M7G T GLOW SOLVT . ORE OM 'AUK TARO 9N1 COMMIT TO And AM. MR-UIIRAED PORTLAND CE1E1T WM7E1C PER 1001E A ON MIT C553,MO WIT COSMO MO InPONIDIME SW1 NO N EKED IN M PIPE M M. CHLORINE 51*1 N NnERD/MIECIE)N MSOOMICE NTH M 52.REAEa1010 51EII SHALL N COMO(PELMETS HERS AAO BOOS N MiaONO NM AO 315-T2 NO XI-9S. REJR010](M PER CONCRETE iRENC11 NUNS EN SKr C551 PACE PT MD NO TO M nRAES a M M TEETHED.9E0iTCA110N1 LM ALL COOTEMS REMLNSXM N ACCOMLa MITT M SRO NO COLLOPWT awn, wow COHOEIE PMMETT.ILL MIS SIWL N STAID N114 A ARM ruin PUt WSOOT RONCAI sPaEdtlpN 26 COMMIX TO 001TL MS Ma POI N NOE INTO M MCESM!PRRACI CMS L NNE 50[DLA1S ME EEO SOE0A1'. PRONE COMER PAS AT ML RN1 NO FOOTING 106E006, IN M.NENT MS OF MOD MILE 9-04](1}LEAS pm M AWALI gMAAY I0IS 0V01 @COSTS PINOOIT.M 06PAL1 PE7R.R SML N ARM=VDT M 000 ML PLC SILT[OAS NO*FUME OF 0610E Loa TO ACN11R17 TEN'TUG NVN CdMC10N FAN*WREN OF Ir Al 506 NO OTOS RACED twat M NW CONDOS PMOONT PAWN 11 0D NO N MOODS OF M GSM SRAM OVERLAY. 9N1 N CONE B DENG TAn0AMCE P136003.Mu IRl1St 0000 MTRUED. 11 PCANIEMI A9A11 P1AO0T A1OL MIEN M 960NOE MS NL1 PREMED AVM CDCRETE PROEM 0/1 a 2S.CONTACTOR 70 PROSE P0A6 NO TIP0RMr 69-01T 01009(S FOR ITS1NG NO PANTY KQ➢TNC1 PROM 19 06 PNT111.0 STRATUM MOOED M Ifilt COCOA ROLL N MD NM I.•l1E OQN6E NOTED ON M ORNITSS STALL N RAND N 0O NO TO T(1N00(SS a M ERSIOO ASPIANT PATIENT OR TO A 10.DEPTH a THEE TO flock E-N MP10.G M M 51T1CIUNL uTSNEEA NOEL M100ER 6 GREATER M ICES a M DEW MAIO PMENE T3 MO CASINOS 9W1 N PNNIFD EMT 51 COCCI PROTECTION AMER)FOR RENEORONG STEEL ROLL N AS FOLIOS IOU ASPW11 COOT OR ASRALI ON.RSSN NLIE3NTEIY BEAM PUOO M AVM A7ONC MTEAN M A9AALT 30 N1 MOT ANT PPE NO Fn1R0 BELL CATS ROLL N U.S PPE MELD LON'CASTER FOR 10MT R611NN. CONOE1E PRAN011 9A41 NOT N PALED,MOTTO NO WOOED TO COMFORT TO M ADPCEOR MED SLR(ME, Ail 1E0MNCA PPE NO FINK ANT EMMA CAMS STALL N SAES 1100 NEOLMG RES1R NT NEMATM MOWS MD O11EA ARMORED SURFACES INTEM2E.Y IMRNl1A ALL ANTS STREN M TOR NO COMA ASRA07 PAE1011 9N1 N 09102 EMI TOT 1NARRAC110D N aim NON SHIM KO E61M1ATON M1 IAOHNI0A IONT WORM MIERALS 9N1 N NEST Af/R151 AIO P10WE3TLr EIPOSED LO ELM_----.-------..._.>• ASPHALT OR A9HALT MOOT NO N COOPED PM DRY RPM SATO 1070E M/MALT sacra M COATED NWIH CAA TAR EPDXY N NM006 PRESORTED B MA C201 F010(D 9RPMa LOOSED TO FARM MOW FOR TAIWC M BOUTM NO S06 OF AIDES FOR ASRALTC COMTE 911.N M MOOED 090L1 31.M WOMAN 9N1*REY M=OM a ED51N0 MMIR CONS TO N TARED BOON NMM0 LOIN (.L NUS N1O OI0010)OR RARER 1 BARE OR LPADCV)__. 2' PG SPEC. FOR SEAM M EDGES N TER RAMC M A9AL10=COTE POOL ME TAM 01I9C1(CALL1D NO NOWT M PROD 8000 DOJOS MEMEL a EACH LOCATOL ME a A LOCATOR SEAM PROM ro BUM OR )_.__1 1/2' RC-A NO MD M 9R(Aa TO PREVENT WOES DONATION M 6 REQUIRED. SLAMCOLUMN TES L SPINS E E BEAN_SOUTER OF_._..........._.................._...._.._I I HL.M WMR1nOR 9TM1 COOLY 11M M an a REN10N MO 01HG WAMCi AGOCES FOR 1F3PaTR!Y(0*1 s.M1 PPNO ROLL N RESTRAINED PEN OETMLs ON MEET TS53 NO NOTE A 116 9Q1. SAES NITS ML15 MIME FA�_DREATEA a(PR OLIAEICA RIG 1/1'J OR)1' WIRI10.IEA9/ES NO Si0NM1G R7LLNION PREYdll01 RNL 33.M PPN;NO Emma TO N N911D N A TANILT ME DOES NOT 111E Mao',RED PINT mu N 01G 51.NON-910N MDT 9N1 COON NM 00-01 NO Mu N rIRTB(IN M MROMD WMRACnROE MOO 9N1 IS CORMCI0 9NL NAT DMltL1 1010''M MCA E CORNNUTED SOL 124209019IEB 6 110*11 ED 9MIG A C xiTE�i EPDXY, Ta Mr PO E�SROD A CR N fPRIED90NW(M RTOO EMU COATS a�1 N MED NO RACED N SIBC1 Aa00 M(WHINE WMRACOROtY P61RUCI02 a0U1 STRETCH Wu N Al LDS M WO* SEF CONTRACT SPECK W10106 FOR REMAND EECI0N. EORL TO M MARK IN LICIT T 6 RACED(103 P9 MARL). It ALL OCMi1D TRENCH MEAN.9AAL N 06POSED a N M M'ROFU KFAM LOCUM. SOL MTGA0 MG O 34. 010000.0 PPE OOTO0A701 MOOS SALE N POISED NTO WALLED BY THE NSTALLEA a LONER OLEO &COIL NMLT TOW MO PIPE TOUCH STALL CORE,ININ'8106L1'W7EAA M SPCPIED M SPE01G701 PPM. NAT OSMHBED LAMA SALT N 9.71.D. --__C STUE' SCION 52210-TARVRIITPOTTY II.DC01316 NE ro ATM(SLOPED ( aw SEES TO WWLI MH JON COOTS NO O0NW15 WM AAOSOCTON NO GENERAL NOTES STORM AND SANITARY SEWER X.STRUCTURAL STAPES RATES AMD BM 9341 N AM A%. OF SPACE D•RESIRCO M STABU1Tormv 1OFAMEM.CGME FMITM PO RICK RIFD.OR 11001 EOM 6 90000E SLOM Mw 1'--5'.POSSW SCAM 35 M1 SARA MTG PIPE Ma N HIKED MANX 5KR31 PD6 N-12 HOPE PPE NM.CS SEAM 35 CONSTRUCTION SEQUENCE OF TEMPORARY EROSION LL M moss*9w1 911M,AT HO 0006E TO WRING.ANY STTCOR1a MOOR.OR 01ITG 0736 COLAEIN(6 NO FITn1I¢ AND SEDIMENT CONTROL OE90AT0 10 MINN MAT ME DAMNED 0NIC MOM CFUU1616 3L CaREC106 TO 05111E 57aN 01039 SYSIOI 9M1 NOT N WOE mil M NECESSARY NEMEIUTS AM 110E SCM9I3 HNE BED NRMTSED NUM M ONNEL 51.16TA1 CONUTNEIT EEO AROUND 10-15 NAM TO URECT 006 NAM 00 10 SMRT/N SETTER if.oFINTEBOOSANO P00OV DONNAL ED SO.9 NAY. PROVEULED NO[GPOSED NO REOURD OF OR-9TE PER CONTACT A(023 5-2701POTO6 MN 37. BOOR TO MN PO0111NG a PEE PPE,T 9A11 N 10OCTED N A BOAC RDREg11A1M TO NSW 11AT 57.DOWNER ROOF ORAR6 GON 56 S510T NO RESPECT 10 WNOEIE P0ENET1 9RPAC[. 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I a i,' was%%' GENERAL NOTE +` , I�•- I I I 1 :,•!9®� ,. SEE WET ci FOR mrs,wcna scaaa Cr II ! I I WOO'' TAPpU IY uosoN AND sm•a,oC ROC I I I I •:•:off 11'1 1 ao1GE NsrAUA,ITa. I , s••®• 111 O .. II'i I I .+�I 1►I o:®s°e; 1 CONSTRUCTION NOTES _ II :•®®:• 1 D>NO R,TIMl C PER STANDARD OCTAL ~' •+ �I • Y• 1' I I RI •'•'•*� w5TN1 CA" IIA91 SFDNENT TRAP PER ti - T I , / W®A•A®• �'� SIAOA•OCTAL d MET CSISYI. • • 8' (ATM MN PUT SUMO DAMP �r�� v ` Z •°•°•°C I I� in° I II-54 .. ro • '\ I -ll I I I> I• s°!°a�; 1 1'-65 I uAUAwix IIDIPOTATTYas"caTao': a I •. I�r STANDARD TEMPORARY CONTNR41T BERM S2 I I I� KR STANDARD GETAL EN SNEET C51lYI. g IN I •i`�1, ]C I ®CHANGE CORN UN s01Tm CUTE rr tX Ii,.Y t Q ,I i — r oxo1I(CI Roos MAN RCM STD MOIL W I . _ - 9 asouRa Roar MAN MO c'MOO' a UT I I - fr I 'nI 1 y SUN ACE 0 . , 4 11 f •P q I i I I 1 �S to , r7' - otT�R51M A•MOM P9ovLHwTa i r I- 10-51 i 1,_, © � E. itio +1 am.=L ...... 1 u . urr. 1i ii„, . .., � p I 'n i.ill li o -,1 e. Iw1Nil.,Ga••7MJIP•1111'AI • ♦ 1 ,!� h ici,_• ., n J 11111i i�J�!• •i■11';S1\4r ; a IA a_ d,llt'11Z7ii�S!11�w@c1 ..1111/111,M.-AW1111:41111 Vla CFI 1 \ `'. _ ��_ '•'■Igllllittii171r-�•'t„■ 7,1m 1 11 F .8 / ti.: . Ell wit vs WM-'I-. I[7 I ,_., ,,, _ _ _,_,, _ _ , 72Mili:i,' eei g ,III ..Iz. I�• ,,�_ S% i — • NI __ n„ ''II11111111 26.1 �, IIII 11/ • , li I,s i I 1 • II ", +mow I IV 00,MO Y I 1 ' ► .j / •v I _ .: it ; • I ` • , , I� eJ v tt 1 1 1 ' > '" "° •"!.. 10-60 I t- — J I e I ISSUE FOR PERMIT 7 I1,1 V `j 1 ..I I .L,,..._ _ __I_ _ gra lli NEYSIN'I'Cow [1ATAbl1E SY DNA OEC.1WI;FESCAU�F13,WI — — — — IMMUNE FOR CONT/1UATPN SEE SHEET CNOSI o — — ra - — •"� / 10619 I99-1059. 0 �� Y K w . ., n...... '* '- TEMPORARY EROSION AND SEDIMENT CONTROL 1~ 1 �„ t .10.19 yN MI.0.00101-M.t 6 •N. MON ..DVYMs i MIA 0,0 PONT NNW Law 6'— Y lormemlr RENTON SITE C395H g m `��� w.e �L tarot NORM.... IITN-•N-C.DSN M AM 1000111 MATEI IE FOR•• •.SEE SHEET EMU 15- I w R r LEGEND - - - - - - �— - - - ii qw *■ 1 �j' \9 tt\ •_--P RRI C �� SILT CDC( W .. .. .. I` Iw I;I. d.rt I_ PI E•1, - I C_ \ • ` \ 1 -L T..6- ::$; e-I*EE aSPALLS .,a • q Y \ •. ''. .— IMLA OF EXPOSED so. ' 6. „„ �I .'..• \ IOPoRMr NMiAN4/1f POW t © ;' r'rzTE I ✓ \ -- GENERAL NOTES I°1 t:f ! ( I i- I. 4L saiT CI FOS Lp151 UEDO1 SEDANS v w %, N. ,r I ` i IpPoIWIr MOO.MO=WOO COMO, \ D(lNS 96iALLSOOL _ ___ = y '� •T .A a hj CONSTRUCTION NOTES - \ 1wcn�.l ���? 11* :x,' \ a a91QIs1srxo L + \• TW1i1: s11"T : N\ ' I STALL CAIW SAS.SUMPS TRAP KA ti y .eL q J.. ■fi �\ �` STAMMO MTN.d SHEET CSIII-INS I D—6S ® ' _ � _ 7�e. 1 I '0. y\ ` — I �ut suw BASIN MEITAL ON SE JEXT SA.A I a - ® -- 1Vgi. ao, \ ti me ®_ YI It \�, ,war f'NCM h PEPPAY COrtANKAI SCAT © CO I -� I t'.. ; ' : 1 'I a®� I� �,r \ POI 91ARDNa DCTAa d SHEET a,3J-la l� ro n e `t! ` I p•y I o :'' j 1� DISCHN E Ow ONTO IK A.OfAT e wRt `r I i� I Item a \ •- R surNS sit O t I 1 ✓ W L` SI KEY PLAN r,.:, u:n.ec 0 I I I I. I.. I .. .. t ,' •.•rtlnt.G\'TJseI•SSe"\ . a uZ" ♦ G .Y.:-- j\�til !sn \ i tlll►Y iJ�!'1'I �11; ilitgEi � 19 yd" I,° fl •► ^ °a . ` IIIIi,?IiS'tF:rri:i I A.V y rt+ �r i w , i '>Iw� I`rr"n Y. . 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Group t t� 1 ". •tl _ I . _ _I _ — — • IE�eo.*I-CRY MATC/LNE FOR CpRNWTIDN SEE SHEET CJ961 - ( saa99 I99-1NN [NTAM R SF 70 SE SY DNA DEG INK RESEALED FES TPA ^� m w IA•A. .. maw �• ,,...sb"n a. 9-_a"•• TEMPORARY EROSION AND SEDIMENT CONTROL e_y r~ 1 ~ ta.n P. ...... .I••t-•.IC a WWII.WWII. .ml e•, L •RIO I •a POW MO 'aawBOE/A/6• ..-9 w "" C395J r 1 '� RENTON SITE e la -'-" CM wlcA Road.wenRn1-YD-clw Mal WORM"PfAUBIE WM BAG 'VAN 01aAT E'WIND ORSOS AS WIIfACIIAEO ET ARMY (OnONYI) IUES,00.100-AN-SUE) SmM DOES POITEIwrILIE PVE Cd6TRCTOI FA O•TAac SNfil OR APPROlC0. MTNRUNOTTS WATER �RIDS 1M7 SI[ET ]/1 0:1, K,K SIMP FEa .M SEOSUIi SFru A/0 FIw OEOTE7TIRE MOON NEn CON[ANC11a >< ,— COMM MU FAE.0 FLOW CONiRDt FILTER FABRIC CATOOS.I .M.CRATE./ JON GEDIEITL MIRED FIHRK mN q FLU p r".... / M� SECTION TYPICAL TEMPORARY CONTAINMENT SOIL NONE av_„ BERM DETAIL q,a ♦ Y srRA.PALLS aolunt EROSON SCALE NON aTEM Haw a TDE7 tUt coma Flout FABNC ---- CAw11.SOOR STD MC E-O. .� M� CO'PRIOR N0 9EL1 ` Q vsm AS N ooR V CATCwEWI I�I MAP CRATE./COMM -- mams rnoMa carRa TILTFA a,v-I. FAUX O CKM ORE MEAT iii I. SOW EKES TO EC E UPO TOM OE OR MON EDIIS 1 " 1E10UM SCOW S. DNINcta WTI MOM KiFANTE IEDm a SILT ACtYMT01 u7CNtf(E.G..OEolOOILE u E1C,twat FLIER) I. usE a-1E Iffi a to(CH.FILTER F60E POLNSTD •1 AIMED-1 n FAIx Q61Y-0191 a EOIML)RLa. I$ A CONTRACTOR STOLL 107 USE SITE.EVB CO E26110 ]. COTIIRIC70R YAr PROM(ALTERNATE IIE111R0 a AT ROOM HEM KRRNSiNE YET1100 a A7 u7CMR117 MG CE07£01LE rutR PO MAVt FILTER) TEMPORARY SEDIMENT TRAP uatrpr swvl°`OWED. . TYPICAL DETAIL A oaRNra T NOT USE s EKES ONcONc RDTD.N1 NITS.9Kh1NATM IEn100 a AT u7allort slu SE UnaEn. STYE M TYPICAL SILT CATCHMENT WAIL NONE TYPICAL SILT CATCHMENT scat:KAE rut FM=IMRTYL ED'110E RO1 R La SUHB a.RE acs 10 ATIKM jt ' r BY 2'14 I[ Jan • U.I II r ,::., FAIT[a EON. T. USE FOR SHEET ROOT a FOLLOOO 060WSE FRN A y I I ... 1 $Men TRAP CO PC0 0. II• 11 Tun BpT10N a rMIRE x ,..'OAI SLOPE STEEPNESS PERPEEnnR.w TO FENCE --w w11MTEtO N E'N 10'11ER07 IR[a T:I. IT �� 1 IwnwAC MEET a OFERINO Fla PAIR LENGTH To 8 - u 1 THE FENCE a TO0 n. L---- A. f S In a TH s E SOL ET KOHL 6 FEE PARTICLES a 1� !gam 6-- - -6 " --. —+ LER Dow ME US.SO/0010 SIEVE 10.SW,ME EOS 0:6n1O MOO ts SOOD DE EOYI TO a SKID WI.DC SERE SEE DOI Eau a TIE Sot CM PASS 1l A t - ,. uSt:To E•M RIO OWLS a CRUMm RC(SI FOR r,=e;,-rr'"•"r;=r"=cr-c �'' :k•s,..c,,,,,:,,--d:; wppaRt AS SoMN. wTuut IAN'Fitts-6 5. THE TREMR SHALL SE EADOILSFD WM]/A•1MIIN � ., - _ 'a. .,�_ -n - NOT ACCEPTABLE CWETEA WASHED GRAVEL FUER FAIR[WOOL OOS1NO MUNI S. nE 10B ONYX LOOM SMLL BE IFRCTESED AS E�F� IL FLIER FAIN[TINGES SILL BE RFLOFED.Id 11E1 HAN I KCCSSMT 10 MAC W11]RK 6 NOT OAtED ROO x'E7 Y E7 14 u.111E SERVED'. USQ1A PURPOSE OJT NOT EFRRE 71E TEO 1M DE PUEUo RIGHT-O-WAT. rAT10t a EON. EiSOPE AREA HAS ECM PEsunomT STAsuED. ---— _ i OW EC REDUCED TO SO'MN 1. FLIG FAIR[FFSC6 S1N1 EC MMCiD YEDNitr FOR SIRS Me LESS DWI, I R-ri,We A/TEn EACH 1wKALL KEN AT LEAST 01E1 0uaw ApE a EII(HD saL) woVUE.E/i-1�• :. C PRODNOD 1WKAIL ANY REPAIRS SOLI.BE,YDE TOSEO GRAVEL SACRAL EIEDNTtr. .TRENCH MO Co SON SCES r t FILTER nME WIC a II� ME SL FACE. I E'... •. :r•: �I Y ER a ROOD POST I ALE STEEL RICE POSTS. I DIRK DRKINAr NAP CO S TE ACCESS ROT➢ TEMPORARY SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE TYPICAL DETAIL TYPICAL DETAIL SCALE NONE SCAL NON ISSUE FOR PERMIT litHarris Group Y)C -,mE1 11N Mg FM AN, Wan ,� Ao. w •� . .a.e ON s r=0 r 4ao �aa�. STANDARD DETAILS ,•„ 1 COMM BOEiivo• �- —� -� C513J-1a to.. s RENTON SITE A 1701N FAX WIAICS* WARM AREA RR:0A D FOR DRIRT 2'MA._ JOINT RESTRNNT NOTFS M MOOS.SEE ANT BLCOONG SEE TABLE 2 FOR IMMOMCABESIIMIT IIOI6 2 TURwWOE BEAK AKA(91 rt.) SCE 1X04.aSC DE FOR KL1mTH A30 EUC111i wd NOONMTAL RISC RTML Bf10 WITH 1100 1[GIUO I.ALL KOPM1'A AMT ROM.OENC[S SWLL MS SHEET THRAO r ��aua TOUTER QMIOS BL1M S,DES H°QOM2M ix AL BLFIfRC OCEIA4"A OE MRCS 1100 11EVi11O FLL0.01 LAD �I�'I°��i )-I RFSTRARO HECMIIESM WMEA[,IRED m[&A Rd �° HLR0IDM R1T/C ` // ./� •1 IC �1W LIED PC. TAd SOWS CO KGLUO SRO.x Q ',>% % /;` ,,,oM.*IT F+c 0010 I LISTED MO STRIPED Br vaArBrus '\.��: 1 S PR FEED UDR IABOWTd1ES,PC.uTEOLM MIIO 1rn110 Di `� (PER RAO) CASKET(COITUS) TM NOt(3 1l o l01 2 O4EI0 SORES M ('R�LIREI V. TWX AXE,ME POI 1.S MO*OW10 Sol EX*PBUTD a WARPED W • PPE FEUD Ulf OISIET TICI01 M711M1(Y 1,21. 120. a,gfiria �i yt (COMIMICD) PTR FEU)LEXX COX,CRC PPE 111111 2.Al CLASS 52 1T10M.0111 PR 9W1 ME A SCR (�1`\\�'I !S' YECIWRYI IQ 111fN 1,00 (( BIEL) U.S PPE TIT1D la G9RT AT EAO1 BELL L I CONCRETE +'' f AT ALL OOSS FOLLOWER CURIOS 1 Al MR MON DUCIIIE Rd FMCS 9*1 pq A WE U.S.PR FEUD U0 CASKET AT ALL!ELLS /TYPE'A�000 BL `�v l //,( h 4.FOR �AMI MES1e/M 9YIl R LIE AT FOR II 1 f,72 1 ��\,• I'PK SPECPED I I 1 4 MOW -� y ,0,�D 1 r.1. 3000 A WC a a. � MAST SOX �� �� TYPICAL THRUST BLOCK AT HORIZONTAL BEND JOINT RESTRAINT DETAIL HORIZONTAL TEE JOINT RESTRAINT DETAIL 3 L Ig 4' 300 it1 1 2.0 5/1 13 HORIZONTAL FITTINGS MOT TO SEAL 107 TO SOLE a 11 22 5/5 2.0 NOTTOSGLE 7P 17 2.1 5/5 2.0 MIA ROUST P. • KCl/MREA REDUCER OR ✓ 05 II 1$ II 21 5/1 LO TO COMM(OF WOMEN.AM1 ALPE 101N W RU:d SLD SLIM wn4 IMO a/7 ri 2./ 5/52A 00*1.UO FL1owR w D.l PPNO KWIC FL2DRu LAUD RTT1C LNQS BpfH 506 A 25 3.5 5/5 2.0 MLR2LML OTC BOTH SOES ✓ 30o n 1/E 1/ 23 5/5 E0 (PER PUMS) LEaF'await sera mill Ital"--0 a 1/2 47 16 5/5 2.0 �� FOR RO or km '•����`,.,- T aP A 4.1 3/4 23 ��- / - 12' 230 O 1/C 17 32 5/5 2.0 =6 alA� F001 SOES OF MOST NV/I/f S /s 7/1 10 BLOOc Md owl PPE TN US `Ma AM RP(wM 7P 1R SI 7/1 10 ) - _ CONG THRUST SICK PPE 111D la G.92T U.S.PIPE FEUD UIR Ma PER //,. SEE AMICABLE'TABU (CdI/EIEs) GSRR(COMRIUES) .TUvaEIOOED MAW r �SIX _//,//�- 7 OF REAPRCTHRUST AREAS' HORIZONTAL REDUCER OR SOLID SLEEVE .1 �Phi'�e TYPICAL BLOCKING FOR HORIZONTAL FITTINGS HORIZONTAL VALVE JOINT RESTRAINT DETAIL JOINT RESTRAINT DETAIL OR VERTICAL UP BENDS TOT To AIE Im TO DOVE -r-Bit,w _ • I01 r0 SCALESEE MCA 0.o00C FOR 10020MIM ODLOC FOR SEIFIEAL KM.SEE TRUST 1g02prtM TT11ae. TAXES FM Mt'A'OR TTPE'5• MAX a 0DC1C MS SKIT OEPDC.O 14L11111EX PPE NO PLUG On'MILY OF TEE I3 I 1aaM }_)/rf 11E ROo - - ME Tf 0.0LOC 0/TUTUM y )4/4�, FOR a RE MCAL ROCS \�1ga 1TTd 5 AVE is/ I I o 4 / _ BFARNO NEA R[OIMED UOES9ET(030(11.3)PPE �1.tr. FOR n01R[MM TEE �-.• Bt PFOR OOR w0.14C r k TIT dE:ron 0.oa �[[ (B�( yF b�$ 11115 ��� �A"""�(5'`T) HORIZONTAL DEADEND JOINT RESTRAINT DETAIL EI.COC all 4' X43 a A 11 5/0' 2.0 IONOCMT0.MAST 0DO1 r 250 AS 50 4.1 5/11' 20 A VERTICAL THAT OLEO K0*0*4 APII LUCRE Rd ✓ 250 44 123 SD 5/r 2.0 MOOT POUR 1PE SENO En 1100 1EGIW 12' 250 a 232 0.I 3/4 23 FORMER GIROS DON SIDES UOSnRRD SOL TYPICAL THRUST BLOCK AT Md ART PPE ENTN POI ANGLED TEE 7151°1QT 0*9¢T NOT TO SG11E (COITUS) MIA ARl PPE WM US TAME 1 / PPE FEUD ld WSW TABLE 2 M511M COLECON RA1 LEACH 1ECMIKM AM1 PR (COMIRE16) R[fAlED Mug BLOCK BF/a11C AIEA6(SQ TTI IPPROR ROM OT CURE sEE MOO.OCLE FOR gU/CkFITT B5• Al P9 IWOEM OEM11L1 PROW=BY SUCCESDOM FOR TOW'A'AID 92E r C LEC10M m Apa115 b'6.4.000C FOR M11C PR ROIL (1s-n (20-rt (0-R t2o-rt YCAILI MOS �S WE ';T;6' air a WE a LOOM) LOCH) WOW) JSEE VA BLxwc ISSUE FOR PERMIT evo fol0 /• 1'-0' 153' 17.5' 750 IRO FOR HL12CMTM MOWS Kant A�- 1� 4'*r NO3 1 2 3 a A a' 1-33' 133• 15' 2/0 32d d YMCA U'BOOS U larme w Kal l W lID(Q R14. r m 2 3 a 10 7 1• T-40' 10' 11' 3!0 UO' 1r 2a0 2 4 I 16 II 10' 2-40' IC 11' 350' No' VERTICAL DOWN BEND AND OFFSET 1019074•I'LET _ IC 2e0 3 a 12 23 II 12 7'-AO' Kr II. 350' 40' NW To SEAS • / 011A4./1 1 91-105•4 arima OW PW y R em w Ea11*FRan s b. wM a w w - pm.. .M C ...Exp.', ••` SAM STANDARD DETAILS UMW •la 1a 1 mod.„ " Q.LBOE/A/�' "o"" w y m. 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Y �mww/eaure P e/ MATCH LIE FOR CONTINUATION SEE SHEET 0 LEGEND r a * T— a r-1,— --11 iT 'w. I 1 SET �a I I n.r ���' r-Ir aARm WALLS ® El O -al IR611e6 IE. 12 NOB SC FT+ ••�•�1 CONSTRUCTION DORMICE cl _ Argm�I t j " r © ' wu a E�ogn sa I I I -. - I S. 1 I L I_1#. I - 1 I y ��" w I TEINNART Cd/MUEM OE. 1 C M I `""2 "� '� I• ,i1 f .r 10-68 I GENERAL NOTES in 1 'I \. r 1. SEE SHEET C2 Ern CONSTRICTION SEQUENCE OF II--�� Q�r . t r- �1�� II i ,CI ; Z' s5: I I NANO SFDRIENi CON,R0. \ i N.-..I W, 10-58 _ 1 i o Q' CONSTRUCTION NOTES ' " xa Ne < { .w.t 15.488 50 FT t RSTALL SILT FEN=PER STANDARD OETNL IC i{ 8 9EET 5ISJ-1 I.0 I ©,,�. I •' I ; d I E il' N.e i STT MINI CATCH DETTAIL EN SEET CSTITRAP PER I I. I 1 ah if P ✓ RSTALL CATCH BASIN NTT NNWENT BARRIER ',q 2 i . zt, I PER STANDARD DETAIL ON 91EE1 CS1L to N.tR 6•HIGH NEW COITAMLENT SEMI re tan w - -p,S ro I PER STNID/J.CEO;OPT SHEET pU.l-in I 9 © ti AVE m tm Nt I I VC p r I 402 As t Rt"MR M}1J OaANDF CO.ER 16M SLOTTED cwt. 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VA IICP 102.798 SIL FT+ t In Inn toCOW 1,221 1^' 'r I xJ i1 , 52 427 SO FT+ , me _ Yro GM IA S. 1.E - - - .J O y ;;1t ,-ii _ : • ` a a I SLALL M FEET awl I ti �' A m av —E ST N.- I It III _ Q t.0 -I © I ISSUE fOR PERMIT I I R w ( .$1 - , bt, , I i {A R 1 i El �! I+ I 1 1 I • I 11;11R1m6 RI LL n N„RM y —- — - — — i_ , I —- — — FI REV- I ONLY MATCH LINE-FOR CONTM11TION SEE SLEET C3B9H ~�0`� l.00.99 I99-10591 DATABASE BY DMA DEC.1194;RESCMEO FEEL 1993 [awn Nee. 600 o® PL SF DEO w s . .•.s s • .•.�. .. .CCVT.n1m NCI alv�e I~ 1 �` 0.00.9! WM.aA MIN^AA..c_N.n c c - OM WWI. '"'• ..= L-4 . 2-'� TEMPORARY EROSION AND SILT CONTROL M - 69R R.POW w/PIN 6alMBOE/A/Q• ..�.. "' a r 1... .�I>® RENTON SITE C394H N Mt•.>,a I•IIL Mt VASTER RENTRENTONRM-10-CMMI uA as N.IRIID 1 MATCH LINE-FOR CONTINUATION SEE SHEET C�IH I 1 1---- - --, , , - - L___, likkkb-----11- -1- - -1 - . , 4 ---Ei 8 $ I L 'L i = it 1 ( f a 1 ; I .4' ' 1 6 • i 1 1 t 4 ' 1 1 i 0 0 0 I 1 7 I I a I born El 1 ria 4o 1 © © E 1302500 E 1302500 a 0 1 ck 0 I ' 1 I i I� i ii , s,a, v Al,„ �q ill *t. 2 �tILi�l Ili 01 z . c,4 tt!!is, 20 . ,..10,,,,, ,,t, 111, Li i y . - •a � _' 1f+is • 1•/ - /�I �. 0 t \ , I 11 .r.. Pt+ t . 7 }2p - , \ 4+hA 44 ii ,,1a au oa .:;s I 1 1®Y"•. L am- / �� \ �' +—— ..... �, \11isA El € 1— — � -- : � NiNAO .0r \ e� \ ' \ \ Z ", 5,''' �Ia' " ce t O • -" i \ \ \ \ Will f411. r Ai aA,a'► \ \,..... A\\ \t \\ \ \ • \ " \ \ ..\)4.‘ " 44g shi j z :�� \ \ , \ \ m ` \ \ \ x"y -_ \-\\ \ \\ \\ \ \ \\ \1\ \ , \ \ \_v-\• \ \ \ \ I\ \ \ \ \ \ \ \ \ \ \�\ \ �� \ \ \ \ - \ \ \ \ \ \ X \ \ \\ \ \9; E� a ti \ \ \ \ \ \ 1°�-\ \ \ \ \ REE- _ _ — —. \ \ . 1L \ s-\\ \ _11 � \ MATCH LINE-FOR CONTINUATIO1j2jjPPFI1I!IIIjI!IS 1 o€€_ Io igiiiiiss : i¢Rgb cn cn NIL;I ./.:.. .,m.pow/cws MATCHUITE FOR CCNFN ATION SEE SHEET C364H �-- —�� LEGEND Q - - 13 „_' 91 10-55 - - - lt [I'` `_ I I - -I Ir l! LAB I� — - , t - - �� AT FENCE 13 `---_�■- U _1 I ;� 6 1!!� •i 1•-e•WAFRV$PAus '1d_ S" ; P. - 1 I 0..4 CONSTRUCTNN ENTRANCE 1 •U w. I ' ' I I 'I �1 I! ill I I I I m-r 0 I AREA ar sa 1 "'0 1 -- ' I 'I +°rn ai 1�, t `0 TEMPORARY CONTANeENT BEAN . 4. 44 0. N.• •• „a, !I� `I 'Opp; .: _ © \ GENERAL NOTES .1f • 1 1 I 4 Q:;@!!$' ,. YE 9fET C]EM CONSTRUCTION SEOUFACE OF .. } at ro ,N 1 &4F2e+l; TEMPOAAAT uOFON ANO SEDIMENT CONTROL �` I I I ®®®®a`, ' ] I Dena MS Au snw. ® ram, -� I I nJI 1I w � ® 1 CONSTRUCTION NOTES • If :!8!:!, t NSW.$ET FENCING PEA STANDARD aTAR n M rPM ' .• I 1 I Betel ON%CET s,.u-1a L^ • �+ ,•, ^� ' I M• - I I 1 I I I t♦ !-!gl-I _ ; t INSTALL CATOI SON SDMENT TRAP PEA 17Y■ "' •' '� ' .1I I I / il�l�� �'� srAODA1O aTNL a SHEET CSi L-1u. ®®!®®s 1 MST LL CATCH BASIN NIT SEDNEAT BARRIER ! ! ! PER STANDARD CCTAA ON FRET CS13.F1n L I�� *u ro Y "' 40. A w l re441. -�4 I p MSTNI TOIPIJIAST CONSTRucTIaN ENTRANCE nilw� u ,Ng_•,' • - I 1 I .e®�1;�; _ 1 -55 2� PER STANDARD aTAA W SECT CS,}F,n L-� I 5 j lye e•HON TEYPdURY CONTAINMENT BEAM 4 ° I Q I I !1\l // PER STANDARD aTAx aN FRET C511 1n .. 1) 9�f I r�Sj1"' LIP' 1 CX I yI I I--7. I�. I I I © ®CNANa crncA MTH SLOTTED CRATE 14 1 ►7;;v, Q I I r—7 I ©dSCW ECT RODE OIWN EROM STS STSTOd d I / 4 N. dSCHARa RODE GRAIN 9110 OIE PAKMIENT vaaJ, t • --1 I �sVC SURFACE NI �'Jr W o w ,AR 4 t I ;' •P I s t_ 1� j I'' ,IT • I MSTN1 NE PLUG TO MIN TM.RAFT MIER FOR TESTING ANO APPROVED DISPOSAL 1 I N • w...NH N r 10-51 © a✓I `I '' �� o yJ d I Si 9' ro F e r e T sex r A•,--I w \NT. Y `,\•\1 ' I c IJiF +ar —• g A r V }' ffi • 4.01,4 WI it% N I �n - , *1 I ++ I, IIJIG�N:7?,1'SW-.& a�.e n' « •. F. A. I 7Nte■I e-rr -1111►'i��r• ■ll•1Ct\ 1 e„ _' es• I 'T..` r I. i199 l i 1'klll`14?y AIL 11`w1�\ I 101DA �� \' .f. I,« O ■ 1111V-'IiL'"f-''it it VI I IV ' "I z�,,.,, \ c■. \I'II I -! =iu111"mx' 6rw a I I I I ' `' -I—— \I II;.•\MOMIIIIIIIIIINA 1 1 NV illIS nva 1 oAf 1 --- t,N `t n i am Ise11Il W.` . .. -s, I NN 1 \ Z�L' eei111t ININ 1 _ n 11Ti •-i r em xu 9xa I - - -�A L - �`�`� - ---1 ROM El I I(iii.0 I I �' 71I�1 F�' I x '�:v^_I �� 1 I � 1 ' � ' I h I Ira. iiri... 1 1 __— • (1 , , A I k YIaxi�- .'., .,. - e INpo, 1 1 r y� xrx1 g I i - I, 6�� xA� To,xx, V. 1�•IN SG4E IN fFET •A1 r,1 I� '� .. .I� I ., � wmx.E9lar° 10-52 \1, 1 [ HAY ' nrM■ "" 10-60 II `4 ,h ti ti * `' II` ry '�@II ISSUE FOR PERMIT 1. . IIII Imasoes re Harris Group Inc.1 �', x l I 1 i ,,Lt.,.._ - I -Ill-I - 1 i�� — , • REHFox',•MT MATCH-NE FOR CONTINLIATION SEE SLEET POSH / E.06.99 199-10594 DATABASE BY DHA DEC.1994;RESCILED FEB.1996 O ff DFD '� „'•;''''°,'o�p 1P "'TEMPORARY EROSION AND SEDIMENT CONTROL I� 1 6.06.99 I WW1 WC M11N WPM-■A.NC Ax nw 0/xe/T on ~' w .,m OM evmew•w1 0 �a *err 1 661FRPOW w/■a. aa,. ceiBOEiiva• �. C395H e� RENTON SITE �. M ^ato CMI MISTER RENTON inrf6 RN-TS-C795N 111arnm LEGEND am i N. o. PARK AVE N r - - _ V Q PARK AVE N 11111111111111C41411 '"---- 11r -- -- ---.- NM / TO pes IDCE, WOWED 1r '' •' 711:h:::;"'"'"'"''''''''''N\„„p.. - ,..-.,, 1.7, ////://// ®1 „, m T i D. j GENERAL NOTES E--- ® [1>01: /A 10—eo /.., L J. �...� — _ _ �. 19 ✓ ✓ REFERENCE DRAWINGS (///// r •� 1 ✓ G AIN ri DyA --40.1.... r %,%, �� MATCHED AREA TO BE DEMDUSHFD,PP. .. ° • �,,�.�q N�" CONSTRUCTION NOTES Cam"'- \ RNA,M G Y NOP/TO REIM •° ° VA7A,Y gNRC 'TO RE REMOVED BY BOENC AND 0 ° ° ° ° \ RETANFD Fql REUSE m ° ° \ \ RETOLL I REUSEREMDhD BY BOENG AND ZAr REMOVE EOUPYENT. —-- \ \ \ TURNSME GTE TO BE REMOVED BY BOER1G AND RETNNED FOR REUSE GARDEN AVE N ®RETNN TH5 PORDON Qf THE 10-65 BULANG. J1 . \ \ \ aPf�1 PERIMETER.�ATHFA ENQOSUIE ALENIC �n T 'p uaun BR°GE TO REMIT ®PNOONG CHOP'TO BE RFMDvFD. DEMOLITION PLAN ®(NOT USED) O SCALE,•.BB-0• ®DEMOUSN SNYNDGE DEMOUSTI UTWT1'mom Harris Group Inc. 99-10594 "" '•'m _ _ AC.EP,.o r iIw YI _009 """` PROPOSED PARKING LOT aO' I Ti A wan HRu�H�.� m'._ .w r w _m .w ,m.,,,;°va,,,� BUILDING DEMOLITION PLAN A m'�U"9u BOE//Y6• -n sr -M K10YDC-AR AMAIN BUILDING 10-60165SITEMP el '^"'m CAL YARD RENON ,0-00-R,BYOO-AR ...Lk_ Priicias°u")comoromiat -e, ° " k'i\ilia r:Eli I j/;;%., %r a- tt :.: , 1, , ,.. .0, . o ,j r11 P ..�p,. ,� � Q1 . w A lkt1 T j aI1i._v SITE ae!I . 'IQ .- - a , WORX AREA • O ■e- — .N 1.• I l ,; o \- iji-ij PACCAR : \I I § o II- � 111��i lv{ 1 < ` 1V `i 11� I ,ti, I I i i l . ,co .), \ '\ .v--8 *Z.' ' LI 1 NI I 082305-9168-09 KELLER SUPPLY CO. 925 HOUSER WAY N RENTON, WA 98055 082305-9190-01 AERO-PLASTICS INC. 903 HOUSER WAY N RENTON, WA 98055 *,:(* ** ****ti c**,; ******* *********, ,r ****; COMMENTS ✓4� ;-,4- • 082305-9026-01 BURLINGTON NCRTHPN SANTA FE715175 TAX DEPT 1700 E GOLF RD 4400 SCHAUMBURG IL 60173 082305-9033-02 BURLINGTON NORTHRN SANTA FE715175 TAX DEPT 1700 E GOLF RD 4400 SCHAUMBURG IL 60173 082305-9079-07 THE BOEING COMPANY 650635 PO BOX 3703 M/S 41F-09 SEATTLE WA 98124 . 082305-9152-07 THE BOEING COMPANY 650035 PO BOX 3703 P/S 01F-09 SEATTLE WA 98124 082305-9165-02 THE BOEING COMPANY 650035 PO BOX 3703 M/S 41F-09 SEATTLE WA 98124 082305-9167-00 HEISER INDUSTRIAL TOOLING 913124 • 919 HOUSER NAY N RENTON WA 98055 082305-9168-09 HOWARD ENTERPRISES INC 152047 ATTN LAURIE MCGIBBON PO BOX 79014 SEATTLE WA 98119 082305-9170-05 PACCAR INC 301304- ATTN: CORP ACCOUNTING PO BOIX 1518 BELLEVUE WA 98009 082305-9171-04 THE BOEING COMPANY 650035 PO BOX 3703 M/S t1F-09 SEATTLE WA 98124 082305-9176-09 PUUGET SOUND ENERGY/ELEC 790503 PRCPERTY TAX DEPT PC PDX 90968 BELLEVUE KA 98009 t) 5u,-y i !n-u PUGET SOUND 'ENERGY/ELEC 790503 PROPERTY TAX DEPT PC 90X 90868 BELLEVUE WA 98009 082.305-9190-01 AURORA ACRES INC 352479 00 BOX 15236 SEATTLE WA 98115 092305-9191-00 PUGET SOUND ENERGY/ELEC 929800 PROPERTY TAX DEPT P 0 BOX 90868 BELLEVUE WA 98009 082305-9193-08 THE BOEING CCMPANY 650035 PO BOX 3703 M/S `1P-09 SEATTLE WA 98124 082305-9194-07 THE BOEING CCMPANY 650035 PO BOX 3703 MIS w1E-09 SEATTLE WA 98124 082305-9198-03 PACIFIC AGRO CCMPOANY 512452 PO BOX 326 RENTON WA 98055 082305-9205-04 THE BOEING CCMPANY 650035 PO BOX 3703 M/S 41F-09 SEATTLE WA 98124 722300-0010-04 PACCAR INC 3n1304 ATTN: CORP ACCOUNTING PO 8OX 1518 BELLEVUE WA 98009 722300-0105-00 • THE BOEING COMPANY 650035 PO BOX 3703 M/S 1:1F-09 SEATTLE WA 98124 p CITY OF RENTON Wiz,, -�-�-- —, Planning/Building/Public Works c.cc 3 �. 1055 South Grady Way - Renton Washington 98055 N SEP 14'9 9 1 — 0 3 0 5 a ADDRESS SERVICE REQUESTED 4 METER * 7204260 G.S• POSTAGE y*r rK 082305— 9R, 03 5124,52 3CCl ICx 2b GRO C°Mp°ANY P 98055 �.; "IDS VIA"F'$''tE 4 NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWAR ) 'AS�,uJ 9>;, .J " ' 9� NO SUCH# ATE REFUSED in. ',NAM I° TO FCR'Wdi}O F'U RETURN TO SENDER 4 lc�' G�.S1-�:t-�2 11t1t1Itti1llttttitlttliltttlittllt1tt11tttltltltlttitlttt11l1 shihira - Boeing Parking Lot at N. 8th and Park Page 1 l From: David Christensen To: Nishihira, Lesley Date: 3/7/00 10:23AM Subject: Boeing Parking Lot at N. 8th and Park Leslie, the City has worked a general agreement with the Boeing Company that they will purchase our existing Lift Station to provide service to their site. Due to typical government red tape, the City has not been able to finalize this agreement. The City will proceed and finalize the work needed to transfer the station to Boeing. As such, Boeing has met our requirements for provision of sewer service to this project. Let me know if you have any further questions. Dave C. CIT' JF RENTON yiknuwi`<SY -U. f Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 18, 1999 Mr. Rick Ford The Boeing Company PO Box 3707, M/S 19-35 Seattle,WA 98124 SUBJECT: Boeing 10-60 and 10-65 Building Demolition Project No. LUA-99-121,ECF Dear Mr. Ford: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on the ERC determination. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, Z(173 /k?-aD Lesley Nishihira Project Manager FINAL 1055 South Grady Way- Renton,Washington 98055 This nannr nnntains F(1%rarvrlad matwrial 2f1%nnct rnncumar CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 3O' day of SPr5t€w er- , 1999, I deposited in the mails of the United. States, a sealed envelope containing eve dete�rw�\v�a-htrt� documents. This information was sent to: Name Representing Department of Ecology Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) 50Arviv& . Sec.. -c►r' STATE OF WASHINGTON SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that tcZ/t,ci c. ..52-e'rpA , signed this instrument and acknowledged it to be his/her/their free and voluntary act for t15.6 uses and purposes mentioned in the instrument. Dated: 3 jk 3o, 10,9q "21 c& / /4 rL�, Notary Public in nd for the State of Washi � son { MARILYN KAMCHQ�FF ► otary (Print) 4- NOTARY PUBLIC Ny appointrivagetvimcHEFF 4 STATE OF WASHINGTON MY p l EXPIRES:6 29 03 COMMISSION EXPIRES 2A9a � � oe �v1 to—(o0/1 o —65 l3 ldi Qitv�not i une\ Project Number: LVA qq 1•2,1 , I✓Ltv NOTARY.DOC r CITY RENTON f�� a PlPlanning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 30, 1999 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on September 28, 1999: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED BOEING 10-60/10-65 BUILDING DEMOLITION LUA-99-121,ECF The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. Location: NE Corner of Park Avenue North and North 8th Street. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 15, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have questions, please call me at(425)430-7270. For the Environmental Review Committee, /2iii Lesley Nishihira Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy agencyltr\ 1055 South Grady Way- Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer �• �` CITY 1 .7F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 30, 1999 Mr. Rick Ford The Boeing Company PO Box 3707, M/S 19-35 Seattle, WA 98124 SUBJECT: Boeing 10-60 and 10-65 Building Demolition Project No. LUA-99-121,ECF Dear Mr. Ford: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on September 28, 1999, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 15, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7270. For the Environmental Review Committee, Lesley Nishihira Project Manager Enclosure dnsmltr 1055 South Grady Way-Renton, Washington 98055 This oaoer contains 50%recycled material.20%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-121,ECF APPLICANT: The Boeing Company PROJECT NAME: Boeing 10-60 & 10-65 Building Demolition DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. LOCATION OF PROPOSAL: NE Corner of Park Avenue North and North 8th Street MITIGATION MEASURES: 1. The applicant shall design and obtain the appropriate permits for an individual private lift station to convey the remaining sewage flows from the site. The lift station shall be installed and operational prior to the finalization of the demolition permit. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-121,ECF APPLICANT: The Boeing Company PROJECT NAME: Boeing 10-60 & 10-65 Building Demolition DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. LOCATION OF PROPOSAL: NE Corner of Park Avenue North and North 8th Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Building 1. Demolition permits are required. Planning 1. Temporary erosion and sedimentation control measures are required pursuant to RMC section 4-4- 030.C. Specifically, section 4-4-030.C.6 requires the hydroseeding of disturbed areas where no further construction work will occur within 90 days. 2. Future development on the site would require a separate Land Use Application review and approval process. Fire Prevention 1. The remaining portion of the 10-65 building will require the sprinkler and fire alarm systems to be maintained. 2. Separate plans and permits are required for modifications and rework of the fire alarm and sprinkler systems. Plan Review—Transportation 1. Truck hauling is limited to the hours of 8:30 am to 3:30 pm, Monday through Friday. 2. A haul route will need to be provided for review. 3. Adjacent roadways will need to be kept clean and swept. 4. At the time of application submittal for the future parking lot, a traffic study of trip distributions at the intersections and parking lot entrances needs to be analyzed with the South Port trip generation. 5. At the time of application submittal for the future parking lot, the first driveway on Park Ave. N, north of N. 8th St, is to be a right-in and right-out only driveway. If the driveway is not needed the alternative would be to remove the driveway. 6. At the time of application for the future parking lot, the second driveway to the north on Park Ave N. may need to revert to right-in and right-out due to left turn conflicts with the future entrance to the South Port Development. An alternative is to analyze the shorting of the left turn pocket to accommodate a back to back left turn pocket to South Port's proposed entrance. Boeing 10-60 & 10-65 Building Demolition LUA-99-121,ECF Advisory Notes (continued) Page 2 of 2 Plan Review—Water 1. The City's water easement will need to be removed with the abandonment of the loop water system. 2. Fire hydrants needed for the parking lot and remaining utility building will be determined with the submittal of the parking lot construction plans. 3. If water meters are to be removed, the plans will need to show locations and sizes. Plan Review—Storm Drainage 1. The project is required to provide erosion control. 2. The remaining active storm inlets in the project area will need to be protected with filter fabric. 3. Dust control is required. Temporary sediment control measures are to be installed and maintained for the duration of the project. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-99-121,ECF APPLICANT: The Boeing Company PROJECT NAME: Boeing 10-60 & 10-65 Building Demolition DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. LOCATION OF PROPOSAL: NE Corner of Park Avenue North and North 8th Street LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 15, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: October 04, 1999 DATE OF DECISION: September 28, 1999 SIGNATURES: ArrffIrm5c&it rato DAT4/fg /2- , Departm Planning/Building/Public Works , 44.12.it-k c? ,.975)5 m Shepherd, Admi trator DATE Community Servi s ... /eld',--1 ___ ;)^(7.-:7-7 ./C P e e"I-r, Fire hfef DATE Renton Fire Department dnsmsig CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-121,ECF APPLICANT: The Boeing Company PROJECT NAME: Boeing 10-60 & 10-65 Building Demolition DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. LOCATION OF PROPOSAL: NE Corner of Park Avenue North and North 8th Street MITIGATION MEASURES: 1. The applicant shall design and obtain the appropriate permits for an individual private lift station to convey the remaining sewage flows from the site. The lift station shall be installed and operational prior to the finalization of the demolition permit. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-121,ECF APPLICANT: The Boeing Company PROJECT NAME: Boeing 10-60 & 10-65 Building Demolition DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. LOCATION OF PROPOSAL: NE Corner of Park Avenue North and North 8th Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Building 1. Demolition permits are required. Planning 1. Temporary erosion and sedimentation control measures are required pursuant to RMC section 4-4- 030.C. Specifically, section 4-4-030.C.6 requires the hydroseeding of disturbed areas where no further construction work will occur within 90 days. 2. Future development on the site would require a separate Land Use Application review and approval process. Fire Prevention 1. The remaining portion of the 10-65 building will require the sprinkler and fire alarm systems to be maintained. 2. Separate plans and permits are required for modifications and rework of the fire alarm and sprinkler systems. Plan Review—Transportation 1. Truck hauling is limited to the hours of 8:30 am to 3:30 pm, Monday through Friday. 2. A haul route will need to be provided for review. 3. Adjacent roadways will need to be kept clean and swept. 4. At the time of application submittal for the future parking lot, a traffic study of trip distributions at the intersections and parking lot entrances needs to be analyzed with the South Port trip generation. 5. At the time of application submittal for the future parking lot, the first driveway on Park Ave. N, north of N. 8th St, is to be a right-in and right-out only driveway. If the driveway is not needed the alternative would be to remove the driveway. 6. At the time of application for the future parking lot, the second driveway to the north on Park Ave N. may need to revert to right-in and right-out due to left turn conflicts with the future entrance to the South Port Development. An alternative is to analyze the shorting of the left turn pocket to accommodate a back to back left turn pocket to South Port's proposed entrance. Boeing 10-60 & 10-65 Building Demolition LUA-99-121,ECF Advisory Notes (continued) Page 2 of 2 Plan Review—Water 1. The City's water easement will need to be removed with the abandonment of the loop water system. 2. Fire hydrants needed for the parking lot and remaining utility building will be determined with the submittal of the parking lot construction plans. 3. If water meters are to be removed, the plans will need to show locations and sizes. Plan Review—Storm Drainage 1. The project is required to provide erosion control. 2. The remaining active storm inlets in the project area will need to be protected with filter fabric. 3. Dust control is required. Temporary sediment control measures are to be installed and maintained for the duration of the project. NOTICE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: BOEING 10-60110165 BUILDING DEMOLITION PROJECT NUMBER: LUA-99.121,ECF The applicant is requesting Environmental(SEPA)Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480.000 square feet respectively.Approximately 7,500 square feet of the southwest corner of the 10-65 budding will be retained in order to provide utilities to the remaining 10-50 building.The site is being prepared for the construction of a future parking lot planned for the year 2000. Location:NE Corner of Park Avenue North and North 8th Street. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC)HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or before 5:00 PM October 15,1999. Appeals must be filed in writing together with the required 575.00 application lee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. ,,,,r............._....2 2,vii, ‘, ,,,.4r 16, I It ,i-4,., )'' Il,y■ M ,,-., r l( 1 q iii_i 0 'CIQ 0 J IM eoaaaau ip, \r--*'._,. , .r,r----11L OW wi o\ T 1( FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file Identification. CERTIFICATION I, 43 iCjC Apvi xtA , hereby certify that S copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on SC Vat eeg— 30 , ige'►9 • Signed: z.- ATTEST: Subcribed and sworn before me, a Nortary Public, in for the State of Washington residing ifl Q 04,4„ , on the /ci C7. day of (9(4 /eiei MARILYN KAMCHEFF OTARY PUBLIC STATE OF WASHINGTON MARILYN KAMiM COMMISSION EXPIRES MY APPOINTIONT EXPIRES:6-2943 JUNE 2D, 2003 I AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL DETERMINATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee SOUTH COUNTY JOURNAL (ERC) has issued a Determination of Non-Significance- Mitigated for the fol- 600 S. Washington Avenue, Kent, Washington 98032 lowing project under the authority of the Renton Municipal Code. BOEING 10-60/10-65 BUILDING a daily newspaper published seven (7)times a week. Said newspaper is a legal DEMOLITION newspaper of general publication and is now and has been for more than six months LUA-99-121,ECF prior to the date ofpublication, referred to, printed andpublished in the English language metlPram Environmental structuresc for demolitionato two 9metal frame located the continually as a daily newspaper in Kent, King County, Washington. The South County Boeing Plant. Location: 800 Park Ave.No. Journal has been approved as a legal newspaper by order of the Superior Court of the Appeals of the environmental determi- nation on nation must be filed in writing on or State of Washington for King County. before 5:00 PM October 15, 1999. The notice in the exact form attached, was published in the South County Appeals must be filed in writing together Journal not in supplemental form)which was regularly distributed to the subscribers with the required Examiner,$75.0 application fee (andPP 9 Y with: Hearing City of Renton, during the below stated period. The annexed notice, a 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are gov- erned by City of Renton Municipal Code Boeing 10-60/10-65 Building Demolition Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's as published on: 10/1/99 Office,(425)430-6510. Publication Date:October 1,1999 The full amount of the fee charged for said foregoing publication is the sum of$40.25, Published in the South County Journal October 1. 1999.6652 charged to Acct. No. 8051067.-- 7)/ Legal Number 6652 / ;// / 'L� egal Clerk, S uth Co County Journa � � � Subscribed and sworn before me on this la-d y of 6r`,t , 19 -c) d'''<,.,,1 11. p,..**,„ '- 41JL-----YKtij .s.,-fo....,...,.-:,-,....,..v 4,-,,,, V- a As;-.3�• •, a o Notary Public of the State of Washington Q, �. �;,0T4 i •ys residing in Renton --0— = King County, Washington NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. BOEING 10-60/10-65 BUILDING DEMOLITION LUA-99-121,ECF Environmental review for demolition of two metal frame structures located at the Boeing Plant. Location: 800 Park Ave. No. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 15, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. Publication Date: October 1, 1999 Account No. 51067 dnsmpub.dot I STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE: September 28, 1999 Project Name: Boeing 10-60 & 10-65 Building Demolition File Number: LUA-99-121, ECF Applicant: The Boeing Company Project Manager: Lesley Nishihira Project Description: The Boeing Company is proposing the demolition of two metal frame structures formerly used for manufacturing and office space. All associated improvements would also be removed. The purpose of the project is to prepare the site for the future development of a parking lot intended for construction next year. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet, respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building, as well as the utility sky bridge over Park Avenue North, would be retained in order to provide utilities to the remaining 10-50 building. The site is currently 100% impervious surface and would remain so after the completion of the project. Approximately 4,015 parking spaces (lot 6)would be eliminated by the proposal, resulting in a total of 10,709 spaces provided for Boeing Plant operations. This number is within the range of spaces required by the parking regulations for the remaining uses on site. The project also involves the removal of floor slabs, foundations, trenches, sumps, and other surface features, such as ornamental landscaping. Existing utilities that are no longer needed or are intended for replacement would also be excavated. A Temporary Erosion and Sediment Control Plan (TESCP), including the use of silt fences and hay bale filters, was provided with the application. In addition to the use of best management practices to mitigate impacts to the site, asbestos abatement would be implemented to mitigate potential impacts to air. The subject site is designated as Commercial Office and Heavy Industrial on the City's Zoning Map. Because the proposal does not involve new development, the project is exempt from site plan review requirements. However, due to the size of the structures to be demolished, Environmental (SEPA) Review is required. Project Location: NE Corner of Park Avenue North and North 8th Street Exist. Bldg. Area gsf 570,000 square feet Proposed New Bldg. Area gsf N/A Site Area 22.46acres Total Building Area gsf N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated(DNS-M). _ ,__,_:________.,,_____;:_____,._.,_y4, •'13 1,TorjOu°,74" A, \lb, dia o \ 0 :0 ... : (° .. . - AVOIS .121.1,:iillii t-:" At\ ',, ,_. ._. ..., % kil' -.411 ,,tth i..Ia LOT 7 1®13�r iiiil lG�'at u� SITE L^`-°^ 1 i3 i WORK AREA A 'a' •M w • . PACCAR Project Location Map pp 1 '°ob tjj " J `1 ercrpt p• LOT 8 l ; .� t`� City of Renton P/B/PW Department Environmm Review Committee Staff Report BOEING 10-60& 10-65 BUILDING DEM( ,,ION LUA-99-121, ECF REPORT AND DECISION OF SEPTEMBER 28, 1999 Page 2 of 3 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF XX DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall design and obtain the appropriate permits for an individual private lift station to convey the remaining sewage flows from the site. The lift station shall be installed and operational prior to the finalization of the demolition permit. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Building 1. Demolition permits are required. Planning 1. Temporary erosion and sedimentation control measures are required pursuant to RMC section 4-4-030.C. Specifically, section 4-4-030.C.6 requires the hydroseeding of disturbed areas where no further construction work will occur within 90 days. 2. Future development on the site would require a separate Land Use Application review and approval process. Fire Prevention 1. The remaining portion of the 10-65 building will require the sprinkler and fire alarm systems to be maintained. 2. Separate plans and permits are required for modifications and rework of the fire alarm and sprinkler systems. Plan Review—Transportation 1. Truck hauling is limited to the hours of 8:30 am to 3:30 pm, Monday through Friday. 2. A haul route will need to be provided for review. 3. Adjacent roadways will need to be kept clean and swept. 4. At the time of application submittal for the future parking lot, a traffic study of trip distributions at the intersections and parking lot entrances needs to be analyzed with the South Port trip generation. 5. At the time of application submittal for the future parking lot, the first driveway on Park Ave. N, north of N. 8th St, is to be a right-in and right-out only driveway. If the driveway is not needed the alternative would be to remove the driveway. 6. At the time of application for the future parking lot, the second driveway to the north on Park Ave N. may need to revert to right-in and right-out due to left turn conflicts with the future entrance to the South Port Development. An alternative is to analyze the shorting of the left turn pocket to accommodate a back to back left turn pocket to South Port's proposed entrance. Plan Review—Water 1. The City's water easement will need to be removed with the abandonment of the loop water system. 2. Fire hydrants needed for the parking lot and remaining utility building will be determined with the submittal of the parking lot construction plans. 3. If water meters are to be removed, the plans will need to show locations and sizes. Plan Review—Storm Drainage 1. The project is required to provide erosion control. 2. The remaining active storm inlets in the project area will need to be protected with filter fabric. 3. Dust control is required. 4. Temporary sediment control measures are to be installed and maintained for the duration of the project. ercrpt • City of Renton P/B/PW Department Environm Review Committee Staff Report f BOEING 10-60& 10-65 BUILDING DEW—, ON LUA-99-121,ECF REPORT AND DECISION OF SEPTEMBER 28, 1999 Page 3 of 3 D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Utilities Impacts: The site is currently served by the City's Boeing Lift Station. With the completion of the demolition, the only flow that would continue to this station would be approximately 14 GPM from the mechanical room scheduled to remain. The City's station is designed to handle much greater flows. In order to mitigate impacts to the existing sewer utilities, staff recommends the applicant be required to install a private lift station designed to convey the remaining sewage flows from the site. Mitigation Measures: The applicant shall design and obtain the appropriate permits for an individual private lift station to convey the remaining sewage flows from the site. The lift station shall be installed and operational prior to the finalization of the demolition permit. Nexus: Environmental Ordinance (SEPA) E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 15, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. ercrpt LEGEND - — - -- -1111=IMMIEr --------_-, -- S v 4 PARK AVE N r = PARK AVE N 4414\44 J _...:„.......,...--- CM AWED IICIre Ell .,: 11111 mrsimi • • / , / .. • • WINGS , r Gam''A�N IMO MA A E0EL UM N4. - \ ID a N>� ° ItCONSTRUCTION NOTES ° •O ux mom avr 10 BE N010.FD BY BOCRIC AxO ❑ ° ° ° KIND FOR REUSE awrollarsE TO BE RENo1cD e,eacA¢AND i FUMED FOR REUSE 9>RENCI4 EOUPRENT. i _ _ - _ _ _ _ _ -- .-— \ IIIRNSTYIE GATE TO BE RELUOD BY BOUND E RETAINED FOR REUSE GARDEN AVE N ®RETNx DVS PomnN or THE to-as ammo. \ NOME TEYFFMY WAINER ENCLOSURE ALONG OENam[D PERNEML OP 9>NUT BRACE TO REVAK ®PARONG CANOPY TO BE FOLEMD. DEMOLITION PLAN 9> 0 0115ED) N SCALE 1-./Y-0- ®OEYOUSN SRT98000. 2>OENOUSR NUN BROLC. Harris Group lot M-IOSM TM uNw[ s _WY mRe cn. w m -m �eNepi•PcarrAsure t-'� � .�. T BUUIILPROPOSED NG DEMOLITION PLAN I~ A — 07 BOE/A/6• -�-9- — • K10YDC-AR�Y BUILDING 10-60/65 SITE — CPA YARD REMON 10-60-10010C-AR Washington State Northwest Region Wi Department of Transportation 15700 Dayton Avenue North P.O. Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 September 17, 1999 REV CHIT ,NG (OF RENTON Lesley Nishihira City of Renton SEe t. 1999 Development Services Division 1055 S Grady Way R CE%VED Renton, WA 98055-3232 RE: LUA-99-121,ECF Boeing 10-60 and 10-65 Demolition Dear Ms.Nishihira: Thank you for giving us the opportunity to review the Notice of Application for the Boeing 10-60 and 10-65 Demolition, which is located at 800 Park Avenue North in Renton. We have reviewed the subject document and have no comments. The project will not have significant impact on the state highway system. If you have any questions,please call John Collins at (206) 440-4915. Sincerely, raig J. Stone, P.E. Area Administrator- South King CJS:jc JTC cc: file City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: CLCUv„VVW. C,_t \NktVijtCOMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 LOCATION: 800 Park Avenue North SITE AREA: 22.46 acres I BUILDING AREA(gross): 570,000 sq.ft. SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS N 6'O1 t GK 15Su CS . 60 ►at_ &re,'L. rovAr C. CODE-RELATED COMMENTS We have r • 's application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas t ere additional in ion is needed to properly assess this proposal. 90'?/ 5 Signature f irector or A orized Representative Date routingform Rev.10/93 City of R n Department of Planning/Building/Public ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: "fvedgfokaaftThil COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 C/)). APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nishihira � PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 ' �<0'p ,‘'94)11. LOCATION: 800 Park Avenue North ' `5' "#1 04, t9 SITE AREA: 22.46 acres BUILDING AREA(gross): 570,000 sq.ft. � a; ,9 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two mall frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,00are feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will a retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS sp4// 4-1S C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative ' Date routingform Rev.10/93 BOEING DEMOLITION 10-60& 10-65 BUILDINGS 800 PARK AVE.N. Environmental Review September 20,1999 TRANSPORTATION: 1. The first driveway on park Ave. N, north of N 8th St., to be a right-in and right- driveway. If driveway is not needed the alternative would be to remove the driveway. 2. The second driveway to the north on Park Ave. N. may need to revert to right in and right out due to left turn conflicts with the future entrance to South Port Development. An alternative is to analysis the shorting of the left turn pocket to accommodate a back to back left turn pocket to South Port proposed entrance. 3. A traffic study of trip distributions at the intersections and parking lot entrances needs to be analyzed with the South Port trip generation. 4. Truck hauling needs to be limited to the hours of 8:30 AM to 3:30 PM. 5. A haul route needs to be provide for review. 6. Adjacent roadways to be kept clean and swept. 99cm085T 99CM085T.DOC\ City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Q vstl,tucli-v\ SemC&3 COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 0 APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley NLihira t ?n PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 t• G " Sr LOCATION: 800 Park Avenue North #4, • SITE AREA: 22.46 acres BUILDING AREA(gross): 570,000 sq.ft. G ` Pr SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA)Review for the demolition of two 1p-tal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,'1!I square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building !'I be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMMENTS11 CD / We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date routingform Rev.10/93 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Jlt vinLe i 5'uxd(y COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nishihi 0...1 PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 ' . LOCATION: 800 Park Avenue North t„+ w -r) SITE AREA: 22.46 acres I BUILDING AREA{gross): 570,000 sq.ft. C SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA)Review for the demolition of tw�anetal` me Oi structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 9%000 stfuare feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 builds will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a futuarking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable [ More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation • Land/Shoreline Use Utilities Animals Transportation • Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS 5-Ga a tt a G�, I rvi 1e..t to.1*-- -7•--2 Lit.et-.-� c %�ri`ram;+ s , C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whadditional information is needed to properly assess this proposal. (, f,"---2.-2. ' '-2-r--1... ----; —71-7.,-.0 ,2"r .-5 gPL:-. ./1 I??P' Signa ure of Director or Authorized Representative Date routingform Rev.10/93 10-60& 10-65 BUILDINGS 800 PARK AVE. N. Environmental Review September 20, 1999 SEWER: Requested SEPA condition: Boeing shall design, permit, and have installed a individual private lift station to convey the remaining sewage flows from the site. The station shall be installed and operational prior to finalization of the demolition permit. The site is currently served by the City's Boeing Lift Station. With the completion of the demolition, the only flow that would continue to this station would be approximately 14 gpm from the mechanical room scheduled to remain. The City's station is designed to handle much greater flows. STORM DRAINAGE: 1. Provide erosion control. 2. Remaining active storm inlets in the project area to be protected with filter fabric. 3. Dust control to be provided. 4. Temporary sediment control measures to be installed and maintained. 99cm085s,d 99CM085S.DOC\ • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: F1 V2_ PV t,vctur(/\ COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBE-R.14 4!•• APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nish'i ra""r'/''R E KEPT PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 "� LOCATION: 800 Park Avenue North r �999 SITE AREA: 22.46 acres BUILDING AREA(gross): 570,000 sq.ft.: SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Wafer Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet it) ) / JI V 0 Xtad /(J PI) B. POLICY-RELATED COMMENTS it) A A- C. CODE-RELATED COMMENT S ✓�����, Co..yvt,rj We have revi ed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where dditional information is n ed to property assess this proposal. CiAAZO 5 9� Signature Director or Authorized Re ese ative Date routingtorm Rev.10/93 (CY CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: September 15, 1999 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Boeing 10-60 & 10-65 Demo.,800 Park Av. N Fire Department Comments: 1. The remaining portion of the 10-65 building will require the sprinkler and fire alarm systems to be maintained. 2. Separate plans and permits are required for modifications and rework of the fire alarm and sprinkler systems . Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: l`ali\ hi2.UteCi)— Wv"W COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nishihir@ PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 f7)'OFR • R r7 .,E�O^- r LOCATION: 800 Park Avenue North S Ep SITE AREA: 22.46 acres I BUILDING AREA(gross): 57 00 sq ft. 5 Z99 �(,I g SUMMARY OF PROPOSAL: The applicant is requesting Environmental(SEPA) Review for the demoittleitakgwp,metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and a Ot Q, fare feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS A 1,1 C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas were addif nal information is needed to properly assess this proposal. a /2/12'y Signature of Director or Authorized Representative Date roulingform Rev.10/93 BOEING DEMOLITION 10-60& 10-65 BUILDINGS 800 PARK AVE. N. Environmental Review September 20, 1999 WATER : 1. The City's water easement is to be removed with the abandonment of the loop water system. 2. Fire hydrant needs for the parking lot and remaining utility building will be determined with the submittal of parking lot construction plans. 3. If water meters are removed plans to show location and size. 99cm085w Document2\ City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ( :t-; COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 LOCATION: 800 Park Avenue North SITE AREA: 22.46 acres I BUILDING AREA(gross): 570,000 sq.ft. SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet � < B. POLICY-RELATED COMMENTS Xl- /41, C. CODE-RELATED COMMENTS "be) cyr '(- 6-gi kb /.° /-12' . We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information ' needed to properly assess this proposal. q` 5.(77 Sig ature Director or A thorized Representative Date routingform Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pot die COMMENTS DUE: SEPTEMBER 27, 1999 APPLICATION NO: LUA-99-121,ECF DATE CIRCULATED: SEPTEMBER 14, 1999 APPLICANT: The Boeing Company/Rick Ford PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Boeing 10-60& 10-65 Building Demolition WORK ORDER NO: 78575 LOCATION: 800 Park Avenue North SITE AREA: 22.46 acres BUILDING AREA(gross): 570,000 sq.ft. SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA)Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 1YultitiG1 0061- bin Oita) '-'6" (32)6 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Di c r or Authorized Representative Date routingform Rev.10/93 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: /0'loO /D' j' 470/417/iv4 D4-/110L/T/0Ar APPLICATION NO: qq I21 The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER sEE rr.¢eif&v ►+s•MO$ .4;11'0,Waft t. Z y y � IV*46 (Attach additional sheets, if necessary) i • PGM: ATR043 R E A L P R O P E R T Y C U S T O M E R E N Q U I R Y 08/14/99 PAGE 1 ` tJOB: MC 1040 082305-9026-01 ACTIVE BURLINGTON NORTHRN SANTA FE715175 COMMENTS CUSTOMER NO. TAX DEPT 1700 E. GOLF RD #400 SCHAUMBURG IL 60173 082305-9033-02 ACTIVE BURLINGTON NORTHRN SANTA FE715175 COMMENTS CUSTOMER NO. TAX DEPT 17Q4Ct E GOLF RD #409 60173.SCf1A URG:..I L 082345-9479-47 ACTIVE TFtV>laf'IETNGMf1kt+EY<::r;;.<:::>:::>: ;::8'S(3�Lb3�:;:';;;:. . .. . . : `..... . 5 . .. . . CUSTOMER NO. • • P.0 BOX :3 . M. J0�1 "" :;:: >:;::>:::::::> ::>:.>.;> ::.. ::.:'', ..: °a 23°5-91 5'1...fi�......... A4T IVY . '1'F!E.. 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Ke(l,er -S . , �........ 82$C�5-91s$-09 ::::: ACTIVE HOwaR.n.::<8N�'gtt>�F2T8V5.:>.�:NG::<-:.<.::;::::1'�2 .4.7:::;::::::;:;::;:::::.4flNtt�N'fS......................:...................:.:.:.:. ::::.::.::.;. A TTN:1r1h#3#r :. 1YEG0 �#SOT4 :<:::>::::::>::::>:::::ii:>::: : ::>::> y PO:.:�f3x:.::�9tf.��.:::>:: ;:: »:::::.:.:...... .. ...::::.....::::.......................................................................:..:........,:.:.....:.;. ��r, W 9r�'QSS.:<: SEATTLE WA 98119 082305-9 170-05 ACTIVE PACCAR INC :'>>;.;:;p::;':>',3D1.$Q .'.. :':E''< IMM N? ;:.::::::<:r;....;.;'.::: :: > >'' : >; ``'.':;..:.`....:...... :::::.: CUSTOMER NO .. .;:ATTIC. .CORP ACCOUNTING,..... ,:,,,,__. _ PO BOIX 1518 BELLEVUE WA 98009 082305-9 1 7 1-04 ACTIVE THE BOEING'VOMPAN':M 650035 COWS CUSTOMER NO. PO BOX 3703 M/S #IF-09 SEATTLE WA 98124 • • ; :•., ATR043 REAL PROPERTY CUSTOMER INQUIRY . /:9�::;<:»::<::<:::.>::�?AGEEi::::<i'>:>::'+��::>::>:: MCI. 4 O 082305-9176-09 ACTIVE PUGET SOUND ENERGY/ELEC 790503 COMMENTS CUSTOMER NO. PROPERTY TAX DEPT PO 80X4 >.:':::::>'::>> >::,:<`:>: >::€:>::>:::«:>:<<': ::>:: • BEL E A 082305-9178-07 ACTIVE PUGET SOUND ENERGY/ELEC 790503 COMMENTS COSTUMER NO. PROPERTY ROPE R TA < DEPT P D X sa 90868 ;;...€3.E UE. WA 00 98 9 tr�,E Ten an"t/6cc pan+ . A e ro-Plas�tCs L � O8 .005 9: :9O-01 A TY •AUR*C3tA i F AS < NO 352479 COMMENTS 031 4s2ra CUSTAMERNO, BOX 15 '38 >_ :;:. . ... . . .::..::.....: SEATTt#«>:1Ni�t >:;:':>`'> :»>::>:>::>::> »::>:::»»>:i: ;: : .............:. :.::::::.:.:... _........... ...................................................................... 9ASS 1 513 ti5:: P :;;,.:::.::. .................... ........................... ........... BELLEVUE WA 98009 8 0 23 5-9193- 8 O O ACTIVE THE BOEING COMPAN Y 650035 COM S T� NO.CUSTOMER NO. BOX 7 M � SEATTLE WA 98124 Q. ,;3Q5 919k 07 A1;TIV� : `�' �E�� x'[3MP/4I11Y is�t?s� Cfl1Y1AtEN'i`� >;; ;: SEATTLE WA 98124 8 5-91 O23 0 98- 3 ACTIVE 0 PACIFIC CI FC AGRO COMPOA NY 512 452 PO BOX 326 • RENTON WA 98055 ACTIVE; THE BOEING COMPANY 650033 COMMENTS T R : O. PO X 7 M5..�3IdE....N BO 3 03 M ...: SEATTLE WA 98124 • 72 23 1 ... 4....... ACTIVE PACCAR INC 301304 OQCOMME ..:::::::::.: CORP E.R.. T A PO BOX 1518 BELLEVUE WA 98009 • iNI: A T R O4 3 REAL PROPERTY CUSTOMER I NQU I R Y .4 4 99 MC 4 722300-0105-00 ACTIVE THE BOEING COMPANY 650035 COMMENTS CUSTOMER NO. PO BOX 3703 M/S 81F-09 SEATTLE WA 98#24 • CONTACT PERSON: LESLEY RA(425)430-7270 rSY C. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I •NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE(DNS) •DATE: September 13,1999 � �. ,LAND USE NUMBER: LUA-99-121,ECF ~�` �litit— Cla SAPPLICATION NAME: Booing 10-80 8 10-65 Building Demolition I / p i , PROJECT DESCRIPTION: The applicant is requesting Environmental(SEPA)Review for the demolition of • j *',I two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings a 1 �;� and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest I f�' Ilk.. �' comer d the 1055 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being lr'y • -A'"`.„ . 1 EEO }- prepared for the construction of a future parking lot planned for the year 2000. tail... M `Ytff '; iisl1 _N M�� _ — 1 10 a 11 i . . e\, PROJECT LOCATION: 800 Park Avenue North � are OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS):As the Lead Agency,the City of Renton has determined •II i� `�0�!,I ©I�-� apalAaeA that significant environmental impacts are unlikelyto result from the proposed project.Therefore,as permitted under the �' 0 I• / RCW 43.21 C.110,the City of Renton is using the Optional DNS process to give notice That a DNS is likely to be issued. \' 1-•/ I_2 Comment periods for the project and the proposed DNS are integrated into a single comment period.There will be no I': • .aria comment period following the issuance of the Threshold Determination of Non-Significance(DNS).A 14 day appeal I -I r A period will follow the issuance of the DNS. PERMIT APPLICATION DATE: August 24,1999 I'� i NOTICE OF COMPLETE APPLICATION: September 13,1999 , ■ -�nr�'nr-1r—, APPLICANT/OWNER: The Boeing Company �' • _W Lill H�\ Permits/Review Requested: Environmental(SEPA)Review 1 _41 mg Other Permits which may be required: Demolition Permits I N Requested Studies: None Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: None required CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area-Industrial(EAI)on the Ciys Comprehensive Plan Land Use Map and Heavy Industrial on the Ciys Zoning Map.The proposal is consistent with both designations. Environmental Documents that Evaluate the Proposed Project None known. Development Regulations Used For Project Mitigation: The project wilt be subject to the City's SEPA Ordinance,Zoning Code, Public Works Standards,Uniform Building Coda,and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: At this time,the analysis of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions.However,further evaluation may reveal the need for additional mitigation measures. Comments on the above application must be submitted in writing to Ms.Lesley Nishihira,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on September 27,1999. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CERTIFICATION I, iwhereby certify that copies of the above document w re posted by me in 3 conspicuous places on or nearby the described property on M o n ti Al , S e v f-r- vi ti-ev✓ ) 1 ) ci . Signed: 4/ `,.� ATTEST: Subcribed and sworn before me, a Nortary Public, in and for- a State of Washington residing in 4044-7, , on the 30 ri. day of . A.—'� TAH +4CHEFF • RY PUBLIC MARILYN KAMCNEFF STATE WASHINGTON MY APPOI( ENT EXPIRES:6.29.03 �MMISSION aN pIRES ,. E 29, 2003 6S7- • AR NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: September 13,1999 LAND USE NUMBER: LUA-99-121,ECF APPLICATION NAME: Boeing 10-60&10-65 Building Demolition PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review for the demolition of two metal frame structures located on the Boeing Plant. The structures are referred to as the 10-60 and 10-65 buildings and are 90,000 square feet and 480,000 square feet respectively. Approximately 7,500 square feet of the southwest corner of the 10-65 building will be retained in order to provide utilities to the remaining 10-50 building. The site is being prepared for the construction of a future parking lot planned for the year 2000. PROJECT LOCATION: 800 Park Avenue North OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance(DNS). A 14 day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: August 24, 1999 NOTICE OF COMPLETE APPLICATION: September 13, 1999 Lr` APPLICANT/OWNER: The Boeing Company v Permits/Review Requested: Environmental(SEPA)Review Other Permits which may be required: Demolition Permits Requested Studies: None Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: None required CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Industrial(EAI)on the City's Comprehensive Plan Land Use Map and Heavy Industrial on the City's Zoning Map. The proposal is consistent with both designations. Environmental Documents that Evaluate the Proposed Project: None known. Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, Public Works Standards,Uniform Building Code,and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: At this time,the analysis of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. However,further evaluation may reveal the need for additional mitigation measures. Comments on the above application must be submitted in writing to Ms. Lesley Nishihira, Project Manager, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on September 27, 1999. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact the Project Manager.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. genmalot CONTACT PERSON: LESLEY NISHIHIRA I 430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION , ..",a3 Won cohy .r+ ♦ " �— \\,.._.74% -0.6 • n sto \ .(0..'' ''. - 11111, l',61-J11113-11(1*TT.:,:ii .., '.-- Vilm;, qt:fi" ' -il 1 ,--II 11:1 1 IN 1. it NC '4. es 13., L iii lriiili — 1.1 ;L• ` ^ ... _ rc'I„,J kg .� WORK AREA I,. t D 11z. l 1 ii/71sJ = J )r Ii i, 11 '� V... LO! . g� I I t )J 1, ;,, , ,:,.: V- .., arin m o1� 1 ir--)r--irrlr---1r F1 \ /IL, 5.u *,-C\ _- r o u p p 1 �` ir-------- , NI f ge mabt .k ) Y. y sfi4 • Zy CITY J ` ..iil Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 14, 1999 Mr. Rick Ford The Boeing Company PO Box 3707, M/S 19-35 Seattle,WA 98124 SUBJECT: Boeing 10-60 and 10-65 Building Demolition Project No. LUA-99-121,ECF Dear Mr. Ford: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on September 28, 1999. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7270, if you have any questions. Sincerely, 2( 1,(,43 Lesley Nishihira Project Manager acceptance 1055 South Grady Way-Renton,Washington 98055 62%Thic nnno..nntai C an i.aruriari matadai nnct rnneuma. CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION �:::: PROPERTY OWNERS) - PROJECT INFORMATION Note: If there is more than one legal owner,please attach an additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: NAME: /P-40 /o-6$ 91 G D1IY4 17401041T/4N doe, (NG 7"NE B o 6i,v c. At, • PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: rilE AS0 OM(G 1s'EN7-0N PZ. ne T Po 6 ox 3707 M/S /9 -35 Soo P4/1& A✓C N E/YTOAl, v✓i4 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: ZIP: 5 FA rTz E' g8/24 0szzos - goo/ TELEPHONE NUMBER: EXISTING LAND USE(S): Zv�o 4,Ss-9888 G'orsiaE,esi.vc. /1/9«AL'r # ,S'#' APPLICANT (if other than owner) A5s6,340'4 Y PROPOSED LAND USES: NAME: COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: /NPd.STieiAL — £' 1fr'LOYjfE,yT- ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): OPMENT CITY: ZIP: PIANNING EXISTING ZONING: DEVELOP OF DEN-TON ci-TY/- us H ; L O AUG 2 1999 TELEPHONE NUMBER: GE�v�D PROPOSED ZONING (if applicable): RE ON A.C1 PERSON — �1 `'$1' Sr• SITE AREA (SQ. FT. OR ACREAGE): NAME: 114+ i4,i:„.. 22.4-6 .9e,2e-s fr COMPANY (if applicable): PROJECT VALUE: ADDRESS: 6, 11� � 11a4 r, its IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? pp 3741 7 /4/6 /9-3 5 A/o CITY: ZIP: Le-A/y'E wio .9S/24 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY .3 SENSITIVE AREA? TELEPHONE NUMBER: /\/ 0 204v, 455 - y88oe DESCRIPTION OF THE BOEING COMMERCIAL AIRPLANE COMPANY RENTON PLANT FACILITY PARCEL I-80 CITY OF RENTON, KING COUNTY, WASHINGTON The following described tract of land is the resultant consolidation of Record Title vested in the Boeing Company, a Delaware Corporation and Puget Sound. Power & Light Company, a Massachusetts Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Reports Number A-253801 , A-253802, A-253803, A-253804, Unit 13, dated January 11 , through January 21 , 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF GOVERNMENT LOTS 1 , 2 AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON; AND OF C.H. ADSIT'S LAKE WASHINGTON PLAT AS RECORDED IN VOLUME 8 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; AND OF BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS, AS RECORDED UNDER KING COUNTY AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS OF LAKE WASHINGTON SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 156371 ; AND OF VACATED LAKE WASHINGTON BOULEVARD (FORMERLY PARK STREET) ; AND OF THE ABANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY NORTHERN PACIFIC RAILWAY) RIGHT-OF-WAY, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH MARGIN OF SIXTH AVENUE NORTH AND THE EASTERLY RIGHT-OF-WAY LINE OF COMMERCIAL WATERWAY DISTRICT NO.2 IN GOVERNMENT LOT 2 OF SAID SECTION 7; THENCE WITH SAID EASTERLY RIGHT-OF-WAY LINE NORTH 12°47 '42" WEST 193.18 FEET; NORTH 00°22 '54" EAST 454.50 FEET; NORTH 12°47 '42" WEST 2394.32 FEET TO THE SOUTHWEST CORNER OF BLOCK C, SAID THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS; THENCE WITH THE BOUNDARIES OF SAID BLOCK C, NORTH 12°47 '42" WEST 264.08 FEET TO THE NORTHWEST CORNER THEREOF; THENCE CONTINUING WITH THE BOUNDARIES OF SAID BLOCK C, NORTH 84°25'26" EAST 1299.96 FEET TO THE NORTHEAST CORNER THEREOF, BEING ON THE INNER HARBOR LINE OF LAKE WASHINGTON SHORE LANDS IN SAID SECTION 7 ; THENCE WITH SAID INNER HARBOR LINE NORTH 46°52'27" EAST 977. 56 FEET; -1- i( PARCEL I-80 (Continued) THENCE WITHIN SAID SHORE LANDS SOUTH 43°06'56" EAST 932.91 FEET; SOUTH 46°53 '04" WEST 220.00 FEET; SOUTH 31°37'32" EAST 448.37 FEET TO THE NORTHWESTERLY MARGIN OF SAID BURLINGTON NORTHERN, INC. RIGHT-OF-WAY IN GOVERNMENT LOT 2 OF SAID SECTION 8; THENCE WITH SAID RIGHT-OF-WAY SOUTH 50°41 '48" WEST 248.33 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT OF RADIUS 12,769.67 FEET; THENCE SOUTHWESTERLY WITH SAID CURVE (THROUGH A CENTRAL ANGLE OF 0°10'00") 37.15 FEET TO THE POINT' OF COMPOUND CURVATURE WITH'A' CURVE TO THE LEFT OF RADIUS 6409.84 FEET; THENCE SOVTH- WESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 0°20'00") 37.29 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 4289.90 FEET; THENCE SOUTHWESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 0°30'00") 37.44 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 3229.93 FEET; THENCE SOUTHWESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 0°40'00") 37.58 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 2593.96 FEET; THENCE SOUTH- WESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 0°50'00") 37.73 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 2169.97 FEET; THENCE SOUTHWESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF O1 °00'00") 37.87 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 1867.13 FEET; THENCE SOUTHWESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 01 °10'00") 38.02 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 1639.99 FEET; THENCE SOUTHWESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 01 °20'00") 38.16 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE LEFT OF RADIUS 1482.69 FEET; THENCE SOUTH- WESTERLY ALONG SAID COMPOUND CURVE 140.74 FEET TO A POINT ON SAID NORTHWESTERLY MARGIN FROM WHENCE THE CENTER OF SAID CURVE BEARS SOUTH 50°44 '31 " EAST; THENCE WITHIN SAID RIGHT-OF-WAY NORTH 53°32 '36" EAST 854.31 FEET; NORTH 49°53'02" EAST 606.40 FEET; SOUTH 44°22 '57" EAST 25.00 FEET TO A POINT ON THE SOUTH- EASTERLY MARGIN OF SAID RAILWAY RIGHT-OF-WAY, SAID POINT BEING SOUTHEASTERLY AND RADIAL FROM THE MAIN TRACK CENTERLINE SURVEY STATION 1068+00, SAID POINT BEING ON A CURVE TO THE RIGHT FROM WHENCE THE CENTER BEARS NORTH 44°22'57" WEST 1639.99 FEET; THENCE SOUTHWESTERLY ALONG SAID RIGHT-OF-WAY WITH SAID CURVE (THROUGH A CENTRAL ANGLE OF 00°24'45") 11 .81 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CURVE TO THE RIGHT OF RADIUS 1867.13 FEET; THENCE SOUTHWESTERLY ALONG SAID COMPOUND CURVE (THROUGH A CENTRAL ANGLE OF 00°40'33") 22.02 FEET TO A POINT FROM WHENCE THE CENTER OF SAID CURVE BEARS NORTH 43°17'39" WEST, SAID POINT BEING ON THE SOUTHWESTERLY RIGHT-OF-WAY OF PRIMARY STATE HIGHWAY NO.1 (SR 405) NORTH RENTON INTERCHANGE; -2- PARCEL I-80 (Continued) CONTAINING 204.17 ACRES, OR 8,893,560 SQUARE FEET, MORE OR LESS. REFERENCE IS HEREBY MADE TO OWNERSHIP MAPS, RENTON PLANT FACILITIES, 1980 PROPERTY CONSOLIDATION, SHEETS 1 , 2, 3, 4, 5 AND 6 OF 6 SHEETS. -4- BOEING COMMERCIAL AIRPLANE COMPANY A DIVISION OF THE BOEING COMPANY RENTON PLANT FACILITY PARCEL 1- 80 8,893,560 SQUARE FEET 204.17 ACRES . hi 600 300aim saw 0 600iwilimmawimp 120C MOO am SCALE IN FEET CITY OF RENTON KING COUNTY, WASHINGTON • WILLAMETTE MERIDIAN T23N • R5E 6 5 i014FOR EXCEPTION SEE EXHIBIT DRAWING • �G BY Kai A. DATED 3.10-80 S /► r • ,KE INN S T �! 0 . 0. • f 122 y 2S MO11TM ITOM 1\ ssIMT[11CNANU I- 80 9 �, 1 27 z ; I 1' 2s - 1 of 30 e) .•' / 19 7 a BURLINGTON NORTHERN t a� C. e RAILROAD RIGHT OF WAY S�- O 1- t • / O a Sw• Nw•,SEC.6 • sl / s �. it: / if u 1J \.°11, • '. O • SP • s o o \ .. 7 II • 0 31 MORTM 6TH SSSSST 74 / la ., ,. Nw•,Sw•, SEC II .. 1 I ). .\ , ,3 ® 3.5 f 32 a• \.. ..NI° ...r. \ 2 o'• y5 . ‘'.© ` 1 n tr-i1f`i n"� Li P o.rc6 r Abge-R aT/I/� • /0-lot ', /O-45 ESv/LD/Nt .19f'NOG•7i10(/ 9D/ ObD f 4 SO,a'O .sq • cr /24s/z)2oT/vcL-' • `Q4..9 T/p / 15 ee, 2 of r7A,r2/G //1/4 islo-T� s4Nj) IV. 87eti sr- o•v 7s/ Aiv /3oRvE/L�U • TNT s/7e' /s Zo " iNovsr-,e •4- r �0��•'l�,ez/AL D,r,4E. ✓,�QB.vr- I/ E" D," 7h'B /s r4,/24,40 p'T '/43s f•14,0t y 'f J v ppog 7' o "-Fie • /VP Sp141•4 l'4 AT vtOz f. • .Sa /L T Y P t /3 d,,vo y .s'i.T La,4 s1-n • p2o loos Eo ds /s TO Q4MA✓L. ALL /WI p/uvc44JA175 3 L t I/4 L 1/ Tt //•I ,D R 4 A,r4-r/pAg ,ri p/¢s21//"M • /`/0 Pt24PisVt> a tes / �� /,,Ap /trtit44 /NTg • ci P,n , Tt a 10s T /, 4 m 'ca/i/v • NO F°4L / 14 4.4 0'47/P A/ /11 ,pA ,2 r a r TNi3 ptA) 4LT. , ,4'44NT-4L ICC'ci4p/A/4, e,/4 WI" f 4/u/d41) , . / 10 N > t7*.o>/s Q Tt.4> ?b 77W G!t V DEVELOPMENT PLANNING CITY OF RENTON AUG 2 4 1999 RECEIVED ENGR. REVISED DATE CHECK APR APR �BOE/A/G ni jt6'o47 snm 2n7n RFV 1/9R ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: 10-60 & 10-65 building demolition 2. Name of applicant The Boeing Company P.O. Box 3707, M/S 19-35 Seattle, WA 98124-2207 3. Address and phone number of applicant and contact person: Rick Ford Facilities Asset Management Organization LOPMENT PLANNING The Boeing Company DE Gay OF RENTON P.O. Box 3707, M/S 19-35 1999 Seattle, WA 98124-2207 AUG 2 ` , 4. Date checklist prepared: RECE�V ED August, 1999 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Demolition: Fall 1999 Construction Spring 2000 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. An employee parking lot in this area is planned for the future. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 1 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any government approvals or permits that will be needed for your proposal, if known. Federal: None known at this time State of Washington: Dept. of Ecology: NPDES King County: None known at this time City of Renton/Local: State Environmental Policy Act Review Site Plan Approval Clearing and Grading permits Demolition Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposal is to demolish the existing 10-60 and10-65 buildings, 90,000 and 480,000 s.f. respectively. The proposal also includes leaving, in the SW corner of the 10-65 building, a 7,500 sq. ft. chiller annex portion that provides utilities to the 10-50 building. The buildings are older metal frame structures, used as manufacturing and office space. The vacant property left after the demolition will be the location of a parking lot to be built in 2000. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Site address: 800 Park Avenue N. Refer to Exhibit A, Location in Region, Vicinity Map; and Site Plan for exact location. ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 2 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/13/99 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other Flat b. What is the steepest slope on the site (approximate percent slope)? 2% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sandy silt loam d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be graded and excavated as required for parking lot surface. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes. Precipitation and surface water runoff may cause erosion during clearing, grading and construction. At project completion, erosion impacts are not anticipated. The site will be fully built out including landscaping. There will be no excavation left bare and thus no erosion impacts. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site is currently a 100% impervious, paved surface and, except for small landscape features, will continue to be impervious when the project is complete. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 3 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 Appropriate measures, such as silt fences and hay bale filters, will be used to control erosion during clearing and construction. After construction, exposed soils will be landscaped with vegetation. Specific erosion control measures will be detailed on the grading plans submitted for permit approval. 2. Air a. What types of emissions to the air would result from the proposal(i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During Demolition, vehicle and construction equipment emissions and dust will be released. Portions of the exterior siding contain asbestos. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: Mitigation measures, including asbestos abatement, will be implemented as required to meet or exceed all applicable standards as required by the Puget Sound Air Pollution Control Agency and the Department of Ecology. Additional potential mitigation measures to reduce emissions include ensuring that machines and equipment used during construction are well maintained. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Cedar River is in the general vicinity. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 4 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial, containing the following chemicals. . . ;agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s) are expected to serve. None c. Water runoff(including storm-water): 1) Describe the source of runoff(including storm water) and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water runoff will be collected in the existing plant's storm- water control system. No additional impervious surface or runoff will be created by the project. ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 5 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 2) Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Utilize existing onsite storm water system to mitigate potential runoff water impacts. Appropriate mitigation measures will be initiated during construction to reduce and control surface water runoff impacts. 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs, grass, pasture, crop or grain, wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil other types of vegetation Ornamental landscaping plantings exist in front of the 10-60 building. b. What kind and amount of vegetation will be removed or altered? The ornamental landscaping and plantings will be removed as part of this project. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Compliance with city code. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds and animals which have been observed on or near the site are listed below: birds: seagulls, crows mammals: none observed fish: none observed ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 6 C'\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. Pacific Flyway d. Proposed measures to preserve or enhance wildlife, if any: Utilize temporary erosion, long term storm water and hazardous materials control systems and best management practices to prevent contaminated discharges. 6. Energy and natural resources a. What kinds of energy(electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. None. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Usual oils, greases, fuel and solvents will be present during demolition. 1) Describe special emergency services that might be required. No special emergency services will be required. The hazardous materials involved are commonly used and are reasonably expected to be within the capability of existing emergency service operations. ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 7 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 2) Proposed measures to reduce or control environmental health hazards, if any: None b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)?Indicate what hours noise would come from the site. Temporary noise impacts during demolition are anticipated. Construction projects of this type typically produce noise levels that range from 68 to 98 dba at 50 feet from the specific equipment. 3) Proposed measures to reduce or control noise impacts, if any: None. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? The site is fully developed as an aircraft manufacturing and final assembly facility. b. Has the site been used for agriculture? If so, describe. Not for more than 50 years. c. Describe any structures on the site. The Renton Plant is a large airplane manufacturing and final assembly facility, consisting of many buildings and ancillary uses. The project site is within the Renton Plant. d. Will any structures be demolished? If so, what? Yes, the 10-60 and 10-65 buildings. e. What is the current zoning classification of the site? ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 8 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 Heavy Industrial f. What is the current comprehensive plan designation of the site? Industrial Employment g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive"area? If so, specify. No i. Approximately how many people would reside or work in the completed project? None j. Approximately how many people would the completed project displace? None. The affected employees in the 10-60 and 10-65 buildings have been relocated to other buildings on site or within the region. k. Proposed measures to avoid or reduce displacement impacts, if any: None I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Compliance with city code. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 9 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12!99 c. Proposed measures to reduce or control housing impacts, if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s)proposed? N/A b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: None 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None anticipated. d. Proposed measures to reduce or control light and glare impacts, if any: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The Cedar River shoreline trail and park are within the general area. ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 10 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None have been identified on the project site. c. Proposed measures to reduce or control impacts, if any: Although previous excavation has disclosed no indications of archaeological significance, if artifacts are uncovered, work in that area will be halted pending notification and response from appropriate agencies. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The parking lot will have access to North 8th Street, Park Avenue North and Garden Avenue. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? None. ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 11 C:\USER\ARicks\Renton\10 65 demo checklist.doc 08/12/99 d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project?If known, indicate when peak volumes would occur. None g. Proposed measures to reduce or control transportation impacts, if any: None. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. None is anticipated. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Electricity, natural gas, domestic water, refuse service, telephone, sanitary sewer and storm sewerage are currently available. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. None ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 12 C:\USER\ARicks\Renton\10-65 demo checklistdoc 08/12/99 C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: ALI / 4/ Richard J. Ford Date Submitted: i ''24-99 ENVIRONMENTAL CHECKLIST 10-65 DEMOLITION 13 C:\USER\ARicks\Renton\10-65 demo checklist.doc 08/12/99 08/30/99 MOIL 07:57 FAX Const Mgmt [West Region 12 001 f/r 7,) oLieo �-(ZO►'� - 121 L (L E--D✓?-� Renton Site Parking Analysis August, 1999 The City of Renton development standards for property located in the Industrial Heavy (IH) zone refer to parking requirements for the uses actually developed on the lH- zoned property. RNC 4-2-130.A. The following parking requirements apply to uses on the Boeing Renton property: Offices: 3.0 spaces per 1,000 s.f. gross floor area (minimum) 4.5 spaces per 1,000 s.f. gross floor area (maximum) Mfg./Labs: 1.0 spaces per 1,000 s.f. gross floor area (minimun2) 1.5 spaces per 1,000 s.f. gross floor area (maximufriFYELOPMENT PLA CITY OF RENT0NNlNG N Storage: 1.0 spaces per 1,500 s.f. gross floor area AUG 2 4 1999 RIM 4-4-080.F. RECEIVED The Boeing Renton facility currently contains a total of 7,671,465 s.f. of floor area. This total is composed of the following general uses: Offices 1,860,000 s.f. '-: Manufacturing/Laboratories 2,772,000 s.f. Storage/Warehouses 1,406,000 s.f. Support Uses 654,000 s.f. • Non-Assignable 980,000 s.f. Total 7,672,000 s.f. If the Support Uses and Non-Assignable Uses are allocated pro-ram to the three types of uses for which the Renton Municipal Code defines parking requirements, the following are the current building floor areas in the primary uses: Offices 2,363,000 s.f. Manufacturing/Laboratories 3,522,000 s.f. Storage/Warehouses 1,787,000 s.f. Total 7,672,000 s.f. • 08/30/99 MON 07:58 FAX Const Mgmt West Region c uuz • The total supply of parking spaces on the property 14,724. (The total number in the 1990 Final Environmental Impact Statement for the Boeing Renton Plant Expansion was 15,717.) If the Renton parking requirements for each of the major building uses are applied to the current building floor areas, the following are the minimum and maximum parking requirements for the property: Minimum Maximum Offices 7,089 10,633 Manufacturing/Laboratories 3,522 5,299 Storage/Warehouses 1,191 1.191 TOTAL 11,802 17,123 Our proposal is to demolish and sell a total of 657,421 s.f. of buildings in use as offices (buildings 10-60 and 10-65) and 173,560 s.f. of buildings in use as storage or warehouses (buildings 10-75, -76, -77,-79 and—111)and the associated parking to these buildings known as Lot 6(see attached drawing). In the area of the demolished 10-60 and—65 we are proposing to construct a 2,715 space parking lot. The following will be the resulting total building floor areas in the primary uses: Square Feet Offices 1,705,579 Manufacturing/Laboratories 3,522,000 Storage/Warehouses 1,613,440 TOTAL 6,841,019 Applying The City of Renton parking requirements to these new building floor areas produces thee following minimum and maximum parking spaces: Minimum Maximum Offices 5,117 7,675 Manufacturing/Laboratories 3,522 5,299 Storage/Warehouses 1.076 1.076 TOTAL 9,715 14,050 The new parking space total: (loss of 4,015, gain of 2,715 =net loss of 1,300) 14,724— 1500= 13,224. Thus, the substantial reduction in building floor area, especially in buildings with office uses, decreases the required parking spaces by more than the proposed net loss of parking spaces. The new parking space total is still comfortably above the minimum required number. yet Jut s e mtir.4 _V r;0.0. .;.'114. .„.,,. , ,\ri r-,, .L.1,11.4 I., 2115IU I. 14 eb I. nes-ion. LEI v v al lii•..,!.t (.31c2: ',Uifitili,.,!., 1J1L ' .1'Pli-LlE ( .Q.)a.9.E'' COVERED SQUARE FOOTAGE .....__ , RENTON, VIA OWNED Z.655.060 LEASED 16.000 •,; TOTAL 7.671 000 •:' (1113j- 0 SOU F 1 ACRES - :r. sc:•Le OWNED 306.6 :•:; LEASED 32.3 ,..: •,..: TOTAL 336.9 c.. • 3 • • ..: • • • :•.• : •: • • •:.•:.1 :-.:'::- .:^:-.::.:::.:.-'::•••:.:•.:.:-.7::•::":. ".::.-;:::•;. :-•', ;•::',:-;•::. .; •:: '.•• .•••••':•• • . •-'-'-::-: :--:.', :-:'; :'' -"...-2-.:!'":::::-.:-:".7- Z-:.-:':•;:.";.^..-:-';:•,:-".:'Z' '.:-: ...::-.. (See page 62 for site statistics.) .• :••-:-.- - : -; : , LAKE WASHINGTON'• : :••:•••---,:-•••••••••• • ' 0 PUGET SOUND 44 !.:• ' ':' • '' ' ' • , •••••:•:."-:,:-•,:•:-.::.-;-'••••-:;-`, .'..1•'..-,::•':'•!•••••';'.',:.' .,•'' \ POWER&LIGIii l::.•; :. •.: :•: .', ' ': '-'•;-',-;-.."..-;-:-:-.',•.-.;-!-:-:;11-:-:.•:;-:! -',;-: COMpANY E. 2 •••. ::';•,' . • • • • ' : • • •••• :-.!•,-.... .-:•...••.7',:.-.•':-:::...-:-.•:•:-.:•-.••:. ''.':.::::.- ." ' :::: ,.-,-:.-:::::::,;-'--;-, -' , .7.,..,....;-;OAT iloVS6.;-;%;•••-•-•-•-•:':-;:-"-'. -.--,* , //VA.4 t ri ..„7—L,L —, 4,3 .--..•;7....7,-..-.. :--- , , / \=, ..., .. . I \,.,6 :....:. g 1 •....,.. \ a . , , ....„,„...... , ,.. - ---\ :-.,:-: ' 10.46 . % to 1fro 1 1 t 1 .;.,.. =I • II .., 4,20 la r) .... 1 . :, ••:. % . .1.0-..69 ' 1,L, 7,'. - -\ :;.., 0 .1.:7%1 1 li; ___--•- 10-58 . 10_68 1 i E 1 0.791cS, ) :‘... „,-.•-J.P '::::•"..: \ 0 .---.. 70.110 ........_ ----. •,. '•;•• :- 4-21 , 1 o•s5 :- ;1•• 1 5.60 1 -;:7::.' I ti ..........ea../ . ........•''-I•'•- ,S7 i % PARKING St •',.. I II! +1 Gil ..• 11 g3 I ' % LO•5 a n \ 1 , ••• I I I +I CIO 9: 0 ; E; ; ,i7 1 • .,,.:: :,•4512 4.43, 81 . 4:,,, • • 1\ ,.• I - II 4-89014z-a4 • . . 10-60 1 , .I as., 10-62 ' \li .., n ... 0-10 1 i ... .,, rl ..... t .D.:.1 lc; 0,5,-7i 0-732 10.1,3 10,133 •0-21 K62 ILL1-0- \ \ ..... ,C6 . PAAKINC3 a ill ' 21•-=-. _.1 . _ _ I , •••- c...) 6,40 [I Lor/ \la 1 05 ,. • 0.70 10-9° ET.V111 7:" \ •',- Sr-:,t, •• 10-50 I i.-... 10-82•.:. 1 V.:ni„ 10.85 FAFIKING1 RA& ii? IC3 -I 23 10-S1 ig i 1.0r to 1 CED.A.ii 14'c'e-'--- • \%0FAI/Fl. i O2‘........., •4.92 RIVER l : TsEFT Z.- i.4e1:1 I I PARK/NG C!... •icuie GARAGE: ••;, FAA TOVVERifil 4.4-764:1111KCI°25.; r.' rl G.1: '13.72.N-sT;-4Srlle-ET- # I K-33 .4 RD / gtirAssi \3° ---__ 4.,9 - g i Jo-tep :;....; I LI i 5_27 r" maiPAo * 1, ''':::.• ++ I : .., I — 15407- I 'c D6D7 r_ofr I iii.1 17 RENTON + \.'. -k4 g 1 A9 o !.l'I ml.INICIPAL PARKING 17.. AIR POPT 44 2, CARAGE -1 Z ‘.. \ a i i N 5TH$TREET j A7114-4 '.;•:l1 , — :•:-3.4 ,4.-0- EL, , i 1 -61-4-4 :, / AN -a 17 c ... ., , ;'!•:..'f,,,:k'i..5.,",.4:i,,z.?,,:...:,c...i.:•;.':,,1,.:::.:: . S 115 1-r-0 A1 tDi0.2 t3 f44X.,'•:-Z%.',,9,•:\:.,\ ..z...•,, NJ:s me1l l.r I 2V3s, STE<H i— i LEGEND '—1 12 4 o n IF ., ... ONE WAY STREETS .•&i ArRPonywAy '''.:•.::, 1 r-------i •....... ic•so suilaing 8111S1raat aria Park Ave Anton,WA 9805, s-•!-':•-•• ..,,, •':,;•I t.z 28 ...., !..,:F. ,... y,.., . c/moo b---13 vim' 11-4 5 Td T.9 ,�, Vic'„r ` , _,0 Z 1.t14 i e A/AT<O E j��4.,, 0, OAF ;x 1,99�Q �k,0. v MEMORANDUM . • DATE: eJ - 2 .os , TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Development Services Division Director �L« SUBJECT: New Preliminary Application: f&i_f1<t /0•(ps /0-(0c Cluny 1 J�. LOCATION: ?O Park, 4 vg A PREAPP NO. q 9 4497 A meeting with the applicant has been scheduled for q > , Thursday, ozovSf /2 - , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to plier at least two (2) days before the meeting. Thank you. AA.1. TIANy1NG DEVC'TY OFTONREN ` � ���r AUG 2 4 1999 R Preapp2 NRORF At AUG031999 MEMORANDUM DATE: e1 - 2 -os TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: i'IP.i)ND /0•(ps /O--6 --• 1l ny J LOCATION: /P,C.Y Park, Ave Af PREAPP NO. qq -(p7 A meeting with the applicant has been scheduled for . ) A21 , Thursday, Rvs- /Z`t`' , in one of the 6th floor conference rooms (new City Hall).'lf this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to fF� at least two (2) days before the meeting. Thank you. �p ç��� Cei,,Lvti '7 /(04 _ S3 � Preapp2 BOEING DEMOLITION 10-60& 10-65 BUILDINGS 800 PARK AVE. N. August 12, 1999 0 1. Provide drawing showing water meter size and locations to be removed and service lines to be capped.01/ Cv,I- 2. Provide drawing to show where sewer line will be capped and abandoned. 0 /6 Provide ale, vel Q Storm Drainage Report per 1990 King Count Surface Water Design Manual. CV Address specifically Special Requirements 5 & 6 and any other Core or Special Requirements that may apply to the proposed parking lot. The following information will be needed: Existing Impervious surface area. New impervious surface area. 4. Provide a map of proposed haul route. 5. Remove driveway on park Ave.N. 1st driveway north of N. 8th Street. — N b I / A — 6. The second driveway on park Ave. N., north of N. 8th Street will need to revert to right in and right out due to left turn conflicts with the future South Port Development. 7. A transportation study of the traffic distribution at the intersection adjacent to the site and access entrances to be provided. 99cm073m -- 7,4rF �� s ry D y or INTiies�e770exs - Coo et,i/4,4 w Thy Pee r - i,JOg ev-40 i-b4 02 41, ‘s,r-.4-1�5 99CM073M.DOC\ CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: August 12, 1999 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: Boeing 10-60/10/65 Demo and Parking Expansion - Pre-App File No. 99-67 We have completed a preliminary review of the pre-application for the proposed Boeing 10-60/10/65 Demo and Parking Expansion. Listed below and attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. Proposal — The proposal is to first demolish the existing 10-60 and 10-65 buildings. After demolition is completed, the area would be paved and landscaped for a parking lot. The project site has split zoning. It is zoned Heavy Industrial (IH) on the north where Building 10-65 is located and Commercial Office (CO)on the south where Building 10-60 is located. Permit Requirements. The applicant has indicated a preference to break the demolition and parking lot construction into two separate land use applications, in order to proceed with the demolition most expediently. The demolition would require SEPA environmental review. Site plan review is required for all development (subject to SEPA requirements) in the CO zone. However, the proposal would not require site plan review because the code definition of development does not include demolition of structures. Development in the IH zone is exempt from site plan review requirements. The SEPA review process would require approximately 6 to 8 weeks, which includes the appeal period. The construction of the parking lot, subsequent to demolition of the buildings, would require SEPA environmental review and Hearing Examiner site plan review. As discussed previously, site plan review is required for all development in the CO zone. The parking lot area in the CO zone includes 963 parking stalls. Projects with over 300 parking stalls require Hearing Examiner site plan review. As discussed in the project narrative, a landscape variance would be required to reduce the required width of perimeter landscaping along street frontages. The Hearing Examiner would review the landscape variance concurrent with the site plan review. The Hearing Examiner review process for the site plan and variance applications would take approximately 10 to 12 weeks. Zoning. As discussed previously, the project site has split zoning with Heavy Industrial (IH)zoning on the north and Commercial Office (CO) on the south. Most development standards of the IH and CO zones apply to construction of buildings and are not applicable to demolition of structures or to construction of parking lots. The development standards discussed below are pertinent to the proposal. Landscaping: The Heavy Industrial (IH) zone requires a minimum landscape width of 20 feet along arterial streets and 15 feet along non-arterial streets. Park Avenu . J is considered a principal arterial and therefore would require a minimum 20-foot wide landscape strip. A 15-foot wide landscape strip would be required along other street frontages in the IH zone. In addition, the IH zone requires that all portions of a site not covered by buildings, circulation, or required parking be maintained as permeable areas improved with native, drought-resistant landscaping. Boeing 10-60/10/65 Demo and Parking Expansion.DOC The Commercial Office (CO)zone requires a minimum 10-foot landscape width along streets. A minimum 15-foot wide sight-obscuring landscape strip is required where a CO zoned lot is adjacent to property zoned commercial or office. To the south of the subject site, across N 8th Street, the property is zoned CO. Therefore a minimum 15-foot wide sight-obscuring landscape strip would be required along the frontage of N. 8tI'Street. The project narrative indicates plans are for a 10-foot wide perimeter landscape strip around the site. The applicant would require approval of a variance from landscape requirements of the IH zone and the CO zone to reduce the required width of landscaping. Parking regulations require landscaping in the interior of the parking lots over 10,000 square feet in size. The code requires landscaping equal to 5% of the total area of the parking lot. The applicant should provide the calculation of this landscape area with submittal of the application. Parking: The applicant should submit a parking analysis with the application evaluating how the proposed building demolition and parking lot construction would effect existing parking counts and City parking requirements. City parking regulations set different parking standards based on the type(s) of use. For some uses, the code specifies a minimum and maximum range of parking. Where a single number of parking spaces is required, then that is considered to be both the minimum and maximum number of spaces to be provided for that land use. If parking counts, after the proposed building demolition and parking lot construction, are less than the required minimum or greater than the maximum number of spaces allowed by the code, then the applicant may request a modification from parking regulations. Modifications are approved by the Administrator of the Planning/Building/Public Works Department. p 0 t1 k kvt,dr(G c(NW /144 iv! V.44/. kt) t 4 4IL jPst4eyvl,T12/+4Tt✓it, (c- 7{",s44,t/Lw&44-ut Boeing 10-60/10/65 Demo and Parking Expansion.DOC qq - Izl (y ) STORMWATER POLLUTION PREVENTION PLAN PROJECT TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 Scope of Work 1.1.1 Demolition of Existing Buildings and Utilities 1.1.2 Parking Lot Construction and Utilities 1.2 Description of the Storm Drain System in the Project Area 1.2.1 Existing System 1.2.2 Planned System 1.3 Objectives of the Stormwater Pollution Prevention Plan 1.4 Roles and Responsibilities 2.0 EROSION AND SEDIMENT CONTROL PLAN 2.1 Background 2.2 Applicable Erosion and Sediment Control BMPs 2.3 Inspection and Maintenance 2.4 Site Stabilization 2.5 Site Maps and Vicinity Maps 3.0 POTENTIAL POLLUTANTS OTHER THAN SEDIMENT 3.1 Background 3.2 Applicable BMPs for Pollutants other than Sediment 3.3 Spill Control and Reporting During Construction Activities 3.3.1 Small Leaks\Spills 3.3.2 Large Leaks\Spills 3.3.3 Posting 3.4 Non-Stormwater Discharges 4.0 APPLICABLE REQUIREMENTS OF LOCAL GOVERNMENT City of Renton Stormwater Ordinance - No. 1755 5.0 RECORDKEEPING APPENDICES Appendix A: Erosion Control BMPs Applicable To This Project Appendix B: BMPs For Pollutants Other Than Sediment Appendix C: Maps SECTION 1 1.0 INTRODUCTION This Stormwater Pollution Prevention Plan (SWPPP) is being submitted to the Washington State Department of Ecology (Ecology) to issue a permit for Boeing to discharge stormwater associated with construction activity at the Renton site. The permit is required because the construction work will require erosion control measures in an area over five acres. 1.1 Scope of Work The Boeing Company is seeking coverage under the Washington department of Ecology's NPDES General Permits for stormwater discharges associated with construction activities. The proposed project is for the protection of an existing stormwater systems during construction activities related to the demolition of two buildings with a small portion of one being retaining. Following the building demolition a 2,715 stall asphalt paving parking lot will be constructed. The project is located in the City of Renton on the Boeing property bounded by N. 8`h St, Park Ave N., and Garden Ave. N. Project site is 22.46 Acres. During construction storm water will receive treatment through the use of silt fencing, catch basin filter inserts, straw bales, and other standards of practice methods. Following the completion of the parking lot construction storm water will receive treatment through oil water separators per the City of Renton standards. Upon treatment the storm water will discharge to the City of Renton storm water system which eventually discharges into Lake Washington. Work on the project will began in September 1998 with demolition of the 10-60 and 10-65 buildings. The grading, paving, and landscaping of the new 22 acre parking lot will be begin in January 2000 and end by May of 2000. Specific activities for this phase of work include: • • demolition and disposition of some subsurface structures (including slabs, trenches, sumps and foundations) • excavation, removal and disposal of abandoned utilities in the exiting building footprint • re-grading soil at the site for parking areas, roadways, landscaping and walkways • paving parking areas, roads, and walkways • installing landscaping and irrigation 1.1.1 Demolition of Existing Buildings and Utilities Demolition of buildings and utilities will involve: removal of floor slabs, foundations, trenches, sumps, and other subsurface features. In addition, demolition will include the excavation of existing utilities (storm, sanitary, electrical, water, mechanical, etc.) that are no longer needed or that will be replaced. Demolition work will expose soil to the extent of building footprints and approximately four feet wide in areas where utilities will be removed. Also, soil stockpiles will be created as part of this work. Portions of soil exposed and excavated may be contaminated with heavy metals, volatile organics, PCBs, and petroleum hydrocarbons. Demolition will occur at the locations presented below. Also, the approximate size and schedule of work for each area is shown. Demolition Location Approximate Area Anticipated (square footprint) Schedule Building 10-60 88,000 9/99 to 11/99 Building 10-65 287,000 9/99 to 12/99 1.1.2 Parking Lot Construction & Utilities This work will include the excavation for utilities, and preparation of soils for floor slabs and pavements. Soil stockpiles will be created during this work. As above, some of the soil exposed and excavated may be contaminated. Also, potential pollutants other than soil may be present during this work. Construction Location Approximate Area Anticipated (square footprint) Schedule Parking Lot 22 acres 1/00 to 5/00 1.2 Description of the Storm Drain System in the Project Area 1.2.1 Existing System The existing site is entirely impervious and will remain so as a result of the project. The site is divided into 4 sub-basin areas each draining independently into the City of Renton's public stormwater sewer system. Eventually the City of Renton's stormwater sewer system outfalls into Lake Washington 1.2.2 Planned System As a result of the Project, the number of catch basins will be added to allow for the new parking lot configuration. The existing outfall lines into the City of Renton stormwater sewer system will be reused as the points of discharge. Stormwater quality treatment BMPs will be added to each outfall as required be the City of Renton adoption of the King County 1990 Surface Water Design Manual. 1.3 Objectives of the Stormwater Pollution Prevention Plan This stormwater pollution prevention plan (SWPPP) is for construction of the project. Objectives of this plan are: • to prevent discharge of non-permitted process water, domestic wastewater, and non- contact cooling water to the stormwater drainage system, • to implement best management practices (BMP) for the reduction, elimination, or prevention of stormwater pollution and to implement BMPs that are adequate to prevent discharge of toxics floating material, and erosion and settleable solids and turbidity, • to prevent violations of surface water quality, groundwater quality, and sediment management standards, and • to prevent adverse water quality impacts including impacts on beneficial uses during peak runoffs. This SWPPP consists of: Section 2 Erosion and Sediment Control Plan Section 3 Procedures for the Control of Potential Pollutants other than Sediment Section 4 Applicable Requirements of Local Government Section 5 Required Recordkeeping Appendix A Copy of applicable erosion control BMPs Appendix B Copy of applicable BMPs for pollutants other than sediments Appendix C Maps 1.4 Roles and Responsibilities The 24-hour contact person who has authority over the SWPPP implementation for the project is Place Name, pager: (xxx)xxx-xxxx. Place Name is an alternate, pager: (xxx)xxx-xxxx. Boeing plans to implement all available methods to prevent discharge of settleable solids and to reduce turbidity, as outlined in this SWPPP. The SWPPP will be modified whenever self- inspections reveal BMP inadequacies and when there is a change in design, construction, operation or maintenance of any BMP which causes the SWPPP implementation to be less effective in controlling potential pollutants. The SWPPP will be retained on-site, and will be made available to the Department of Ecology or the City of Renton upon request. A copy of the SWPPP, and other recordkeeping documents concerning this permit, will be kept at Renton for a period of at least five years after final stabilization. • Although the permit allows the discharge of water from construction dewatering to surface water, Boeing has chosen not to allow this activity to occur. Boeing will allow the re-infiltration of groundwater back into the ground as long as MTCA Method B Groundwater Cleanup Levels are achieved, there are no listed wastes, or Ecology has granted a contained-in-determination for the waste that has a listed component. Contractor will be responsible for collecting and disposing of screenings, grit, solids, sludges, filter backwash, or other pollutants removed from the filter fabric in the drainage structures, and to ensure these items will not be re-introduced into the storm drain system. Any discharges to the storm drain system or sanitary sewer will not occur without prior approval from Boeing Environmental Affairs, phone (206) 655-4930. Approval from King County must be secured prior to discharge to the sanitary sewer. Contractor will notify Boeing Environmental Affairs at (206) 655-4930 of any non-compliance. Also, after the site has undergone final stabilization, Contractor will notify Boeing so that a Notice of Termination can be submitted. r r SECTION 2 2.0 EROSION AND SEDIMENT CONTROL PLAN The most important part of the SWPPP is the erosion and sediment control plan. This plan provides background information and describes applicable erosion and sediment control BMPs, and planned implementation of these BMPs. 2.1 Background The site is adjacent to the Duwamish Waterway to the West, Jorgensen Steel to the South, East Marginal Way South to the east and Slip 4 to the north. The project area is 100 percent impermeable, mostly flat, drains to the Duwamish Waterway, and there is no vegetation. Soils in the project area are sandy and free-draining. The following construction processes will expose soil that may require appropriate erosion and sediment control measures: • removal of buildings elements (foundations, slabs, trenches, sumps, etc.) • removal of utilities and pavements • remediation activities • preparation of soils for utilities and pavement • stockpiling • vehicle and equipment movement throughout the project site A critical erosion control practice at the site will be to protect catch basins from solids accumulation due to vehicle and equipment movement. No critical drainage has been identified in the project area and erosion due to overland flow is not an issue. This project is not anticipated to increase peak rates of runoff or affect off-site properties. The plan to control erosion during construction includes BMPs that implement temporary and permanent stabilization practices, and inspection and maintenance. The appropriate BMPs will be installed, adjusted and maintained in compliance with this SWPPP and local government requirements. All storm drain inlets made operable during construction will be properly maintained. Sediment "drag-out" onto paved roads will be kept to a minimum. Adjacent road surfaces will be cleaned on a regular basis. Demolition and grading will be performed immediately prior to commencing the construction of permanent improvements or as needed to prevent the exposure of soils for an unnecessary length of time. The site construction sequence will proceed so that erosion control measures will be in place • prior to soil exposure. The sequence of construction activities for the work is presented below: • Demolish foundations, etc., to grade 9/99 - 11/99 • Install site filter fencing 11/99 • Complete stabilized entrances 11/99 • Install filter fabric in catch basins 11/99 • Demolish underground utilities 9/99 - 3/00 • Complete new utilities 3/00 • Complete parking lots 5/00 Erosion and sediment control BMPs applicable to this project and a description of how they will be implemented, are presented in Section 2.2 below. A copy of these BMPs has been included in Appendix A. Boeing will implement a schedule of regular inspections and repair of these BMPs, as discussed in Section 2.3. 2.2 Applicable Erosion and Sediment Control BMPs Based on a review of the Ecology Stormwater Management Manual, the following erosion and sediment control BMPs are applicable to this project: • E 1.20 - Clear Plastic Coverings • E2.10 - Stabilized Construction Entrance, Construction Traffic and Tire Wash • E2.20 - Dust Control • E3.10— Filter Fence • E3.30 - Storm Drain Inlet Protection E1.20 - Clear Plastic Coverings To prevent erosion, between October 1 and April 30, soils stockpiled on pavement will be stabilized (covered with 6-mil plastic sheeting) within two days. Between May 1 and September 30, stockpiles will be covered within seven days. Soils stockpiled on exposed soil will be covered when they contain chemical contaminants or they create a dust problem. Covered stockpiles will be inspected on a daily basis and maintained as needed. Inspections will be documented on a log sheet, which will be placed in Section 5.0 of this plan. A blank inspection form for this purpose is located in this section. E2.10 - Stabilized Construction Entrance, Construction Traffic and Tire Wash Construction entrances will be stabilized in accordance with the BMP with clean, recycled concrete (or equivalent material)to reduce the transport of sediment onto paved roads. If sediment is transported onto roads, these roads will he cleaned as needed by sweeping. Street washing will not be performed unless other methods to prevent the transport of sediments are unsuccessful. Whenever construction vehicle access routes intersect paved roads, including those inside Boeing, provisions will be made to reduce sediment transport. The construction site will be cleaned on a regular basis. Street washing will not be allowed unless other methods to prevent the transport or the removal the sediments are unsuccessful. Existing roads will be used for construction traffic wherever possible. A recycled concrete (or equivalent material) overlay will be provided for the transition between exposed soil areas and existing paved surfaces. Entrances to the construction site will be protected from erosion using compacted, recycled concrete (or equivalent materials.) Construction entrance and exits, construction traffic areas and tire wash areas will be inspected on a daily basis and maintained as needed. Inspections will be documented on a log sheet, which will be placed in Section 5.0 of this plan. A blank copy of an inspection form for this purpose is provided in this section. E2.20 - Dust Control Paved areas will be swept on a regular basis to control dust. Only when sweeping is not effective will water be used to control dust. Water can be used to control dust on non-paved areas. Street sweeping and the sprinkling of water will be repeated as necessary for this control. Dust control methods will be evaluated on a daily basis and maintained as needed. Inspections will be documented on a log sheet, which will be placed in Section 5.0 of this plan. A blank copy of an inspection form for this purpose is provided in this section. E3.30 - Storm Drain Inlet Protection Storm drain inlets operable in the construction area will be maintained properly to control the discharge of solids to the Duwamish Waterway. Catch basins will be protected from sediment accumulation by using filter fabric. All storm drain inlets in the project area will be inspected, and maintained as necessary at least once a week, or when there is a 24-hour rain event greater than 0.5 inches. Clogged or damaged filters will be replaced. Filtration systems in inactive construction locations will be inspected and maintained a minimum of once a week or within 24 hours of a storm event (exceeding 0.5 inches of rainfall). Sediment trapped in filters will be removed and properly disposed of when one foot or more accumulates or when the trap is filled more than 50 percent of capacity. Catch basin inspections will be documented on a log sheet, which will be placed in Section 5.0 of this plan. A blank copy of an inspection form for this purpose is provided in this section. 2.3 Inspection and Maintenance The following weekly stormwater-related inspections will be performed during the project to: • verify roadways are clear of sediment and debris • document stabilization activities that have started or stopped • document construction activities that have started or stopped • verify truck entrance and exit stations are being maintained • verify the site is free of uncontrolled dust • verify petroleum products\chemicals stored in covered, wind-protected areas within a berm • • verify lids have been placed on petroleum product\chemical storage containers • maintain a log of each catch basin in active construction areas to verify filter fabric is properly functioning and to document corrective actions • maintain a log of each soil stockpile to verify the date created, date removed, waste designation, when and whether piles have been covered and the volume of the soil stockpile. Inspection reports will include the scope of inspection, personnel conducting inspection, dates of inspection, major observations relating to implementation of the SWPPP, and actions taken as a result of the inspection. These inspection reports will be prepared and retained in Section 5 of this plan. The catch basin and soil stockpile logs will be maintained as separate documents. The remaining inspection items will be maintained on a single inspection form. Blank copies of each inspection form have been provided in Section 5. 2.4 Site Stabilization Temporary sediment control measures will be installed. inspected and maintained as discussed in Sections 2.2 and 2.3 above. Removal of these measures will be performed in a phased approach, with the last measures removed no later than 30 days after earthwork construction is complete or soil stockpiles are no longer present. Trapped sediment will be removed or permanently stabilized on-site, and the site will be swept. Final stabilization will occur when paving and landscaping are complete. Dates when major grading activities occur, when construction activities temporary or permanently cease, and when stabilization measures are initiated must be recorded. This information will be documented on a log, which will be retained in Section 5. A blank copy of an inspection form for this purpose has been provided in this section. 2.5 Site and Vicinity Maps Site vicinity maps can be found in the Contractor project field office. These maps include the following information that is required and applicable to this site: • vicinity map • existing site contours • final site contours • north arrow • existing drainage patterns • contaminated soil boundaries • limits of grading • location of the erosion and sediment control and stormwater management BMPs used on site • construction entrance and exit detail (length, width, thickness and rock size) • locations of sediment traps and all associated pipes and structures • provide typical detail of filtering devices • location of equipment washdown areas SECTION 3 3.0 POTENTIAL POLLUTANTS OTHER THAN SEDIMENT This section provides: background information concerning potential pollutants other than sediment, describes applicable BMPs for the management of pollutants other than sediment, and describes planned efforts to control spills and leaks. 3.1 Background The following activities will involve pollutants other that sediment. These activities must be appropriately managed to prevent the commingling of pollutants with stormwater. BMPs described below will be followed to assure that this occurs. • repair and servicing equipment • fueling equipment and vehicles • use of chemicals during building construction (resins, paints, epoxies, etc.) • accumulation of waste • storage of hazardous materials • building concrete slab removal Operation, maintenance, storage and disposal practices will be performed at the project to reduce the potential for stormwater contamination. This will be accomplished by following the BMPs described in Section 3.1 below. A copy of the applicable BMPs for control of pollutants other than sediment at this project are located in Appendix B. 3.2 Applicable BMPs to Control Pollutants other than Sediments Based on the Ecology Stormwater Management Manual, below are the applicable BMPs for this project, and a discussion of how they will be implemented. • C 1.20 Handling of Petroleum Products • C 1.40 Solid Waste Handling and Disposal • C 1.50 Use of Chemicals During Construction • C 1.60 Managing Hazardous Products • C 1.70 Vehicle and Equipment Washing • C 1.90 Treatment and Disposal of Contaminated Soils • C2.00 Concrete Trucks/ Spray Washing of Exposed Aggregate C 1.20 Handling of Petroleum Products Good housekeeping practices will be maintained. Equipment and vehicles will be inspected and maintained on a regular basis to prevent accidental spills and/or leaks. Major equipment maintenance will be performed at a properly permitted location, off of the Renton site. Daily maintenance activities, such as oil changes, will occur on-site. Also, heavy equipment that cannot leave the project site without being hauled on a trailer or truck will he worked on at the project site, provided this work will be performed in a designated area and best management practices are used. This activity will ensure that equipment used at the site operate properly and do not contribute to stormwater contamination. Oil and lubricants, and waste containing these substances (i.e. oil cans, rags, paper, etc.) will be disposed in proper receptacles. Waste oil for recycling will not be mixed with degreasers, solvents, antifreeze or brake fluid. C1.40 Solid Waste Handling and Disposal No waste will be dumped in the sanitary sewer or storm drain system. All waste oil and contaminated debris will be accumulated on-site according to established Boeing guidelines. Boeing will manage the disposal of waste. Adequate accumulation areas will be provide on-site for the accumulation of solid waste. Waste containers will be labeled, located in covered and contained areas, and lids will be kept closed at all times. Ecology guidelines for storing petroleum products at construction sites will be followed. Whenever possible, useful materials will be salvaged and recycled. C 1.50 Use of Chemicals During Construction Good housekeeping will be implemented as a method of controlling chemical pollutants. Also, chemicals will be applied per the recommended directions, and amounts to further reduce pollution. Any left over chemicals will be properly disposed. Corrosive liquids will be kept away from flammable liquids. C 1.60 Managing Hazardous Products All materials used in construction and demolition, as well mobile and stationary equipment, will be considered potential waste generation sources. The majority of these wastes will be generated at the construction site. Potential waste such as solvents, paints, batteries, strong acid and alkaline wastes, and paint removers are all considered dangerous wastes and will be disposed in accordance with standards listed on the individual containers. Only products that are needed will be bought and used. Leftovers will be stored, re-used, recycled or properly disposed. Product will be kept in original containers and will be well labeled. Chemicals will not be mixed unless recommended by the manufacturer, and they will be used in well-ventilated areas. Proper personal protective equipment and clothing will be used. Containers will not be disposed until the entire product has been used, or removed from the container. C 1.70 Vehicle and Equipment Washing Thinners and solvents used to wash equipment will not be discharged into the sanitary sewer or storm drain system. Small parts will be cleaned with degreasing solvents. These solvents will not be discharged to the storm drain or sanitary sewer. Instead they will be recycled and re-used. C1.90 Treatment and Disposal of Contaminated Soils Boeing guidelines for soil handling and disposal at the project, dated February 27, 1998, will be followed. A copy of these guidelines are on-site and available upon request. C2.00 Concrete Trucks/ Spray Washing of Exposed Aggregate Washout from concrete trucks and concrete cutting waste will be properly disposed. This waste will not be dumped into the sanitary sewer, storm drains, or onto pavement. As first alternative for this waste will be to discharge it onto exposed soils at the site. Care must be taken not to create a dump pit for this waste. 3.3 Spill Control and Reporting During Construction Activities The following procedures will be followed in case an incident such as a fire or spill occurs at the site. 3.3.1 Small Leaks/Small Spills Equipment At all times suitable quantities of absorbent materials and containment for small spills will be kept on-site. Response • Assess the situation and ensure safety of all personnel. • By appropriate measures, limit the size and site of a small leak or spill (i.e., if a container is leaking, place it in an approved container and clean up the spill using the appropriate materials). • Call Boeing Security/Fire Protection at 655-2222; provide information as above. • Call Boeing Spill Coordinator, Yvette Barnett - (206) 930-6068 • Call Boeing Environmental Affairs Water Quality, Mark Wicklein - (206) 655-4930. • Contact the Owner's representative as soon as practicable and report: - location of spill - what substance spilled - estimate of total quantity spilled - why spill occurred - time of spill - what is being or was done to stop and clean up spill 3.3.2 Large Spills Response • Assess situation and ensure safety of all personnel. • Secure operations. • Stop spill at source, if it can be done safely. • Contain the spill with available absorbent materials, if it can be done safely. • Isolate spilled material and, if possible, prevent the spill from entering waters of the state. • Secure the spill site. • Call Boeing Security/Fire Protection at 655-2222; provide information as above. • Call Boeing Spill Coordinator, Yvette Barnett- (206) 930-6068 • Call Boeing Environmental Affairs Water Quality, Mark Wicklein - (206) 655-4930. • Contact the Owner's representative as soon as practicable and report: - name - location of spill - what substance spilled - estimate of total quantity spilled - why spill occurred - time of spill - what is being done to stop and clean up spill 3.3.3 Posting Emergency response procedures, provisions of WAC 296-62-300, the above contact names and telephone numbers, and the location of emergency equipment will be posted at the following locations: - at site office - on project bulletin boards - at locations of chemical waste and chemical material use or accumulation 3.4 Non-Stormwater Discharges Some non-stormwater will be discharged to the storm drain system. These sources use relatively low volumes of city water and are not associated with industrial processes or otherwise exposed to pollutants before discharge. These sources include: fire-line flushing, domestic water-line flushing and irrigation water. Also, stormwater that has accumulated in various new storm drain and sanitary sewer structures in association with building and utilities construction. During the Demolition of the 10-60 and 10-65 water runoff caused by dust control during the existing building concrete slab removal shall not be discharge to storm sewer system. Runoff from this dust control procedure shall be diverted from the storm sewer system and discharged into sanitary sewer. This process will be insured by the installation of a 6"high containment berm around the 10-65 building as shown on the project T.E.S.C. drawings. The construction sequence of the SWPP to keep non-stormwater discharges from entering the storm sewer system is as follows: 1. Install containment berm around 10-65 building to direct demo wash water to sanitary sewer 2. Disconnect roof drains from STS system and redirect to concrete pavement surface. 3. Change selected sanitary sewer manhole solid covers with a slotted grate cover 4. Install plug in downstream sanitary sewer line to eliminate direct discharge into the Metro sewer system. Wash water entering the end sanitary manhole shall be pumped into a holding tank for testing and discharge as directed by Boeing Environmental Affairs. 5. Upon completion of removal of 10-65 concrete slab remove the containment berm and replace sanitary sewer solid covers. 6. Demo fire water system as directed by the site plan removal drawings 7. Remove concrete pavement 8. Install temporary erosion and sediment control BMP's in association with concrete pavement removal. 9. Stabilize exposed soil and stockpiles per SWPP plan section 2.4. SECTION 4 4.0 APPLICABLE REQUIREMENTS OF LOCAL GOVERNMENT City of Renton ordinance requires that this project comply with the King County Surface Water Design Manual (KCSWDM) dated 1990. Section 2.0 and Section 3.0 above address compliance with applicable BMPs presented in the Ecology' SWMM and the KCSWDM. SECTION 5 5.0 RECORDKEEPING This section is reserved for records associated with operation, maintenance, storage and disposal practices associated with BMPs implemented for this construction site. Records in this section document stormwater-related inspections that have been performed during the project. Inspection requirements are discussed in Section 2.3. As discussed in that section, inspection reports will be prepared and retained in Section 5 of this plan. The catch basin and soil stockpile logs will be maintained as separate documents. The remaining inspection items will be maintained on a single inspection form. Blank copies of each inspection form have been provided in Section 5. Other information, such as correspondence with regulatory agencies, also will be maintained in this section. APPENDIX A COPY OF APPLICABLE EROSION CONTROL BMPs Appendix A includes a copy of all the applicable erosion and sediment control BMPs for the project. STORMWATER MruinGEMENT MANUAL FOR THE PUGET SOUND BASIN II-5.3.3 BMP E1.20: Clear Plastic Covering Code: CI Symbol: •-« -� Definition The covering with clear plastic sheeting of bare areas which need immediate protection from erosion. Purpose To provide immediate temporary erosion protection to slopes and disturbed areas that cannot be covered by mulching, in particular during the specified seeding periods or as otherwise required by the local government. Clear plastic is also used to protect disturbed areas which must be covered during short periods of inactivity to meet November 1-March 31 cover requirements. Because of many disadvantages clear plastic covering is the least preferred covering BMP. Conditions Where Practice Applies • Disturbed areas which require immediate erosion protection. • Areas seeded during the time period from November 1 to March 1. (Note: Plantings at this time require clear plastic covering for germination and protection from heavy rains. Advantages • Clear plastic covering is a good method of protecting bare areas which need • immediate cover and for winter plantings. • May be quickly and easily placed. Disadvantages/Problems • There can be problems with vandals and maintenance. • The sheeting will result in rapid, 100% runoff which may cause serious erosion problems and/or flooding at the base of slopes unless the runoff is properly intercepted and safely conveyed by a collecting drain. This is strictly a temporary measure, so permanent stabilization is still required. • It is relatively expensive. • The plastic may blow away if it is not adequately overlapped and anchored. • Ultraviolet and possibly visible light can cause some types of plastic to become brittle and easily torn. • Plastic must be disposed of at a landfill; it is not easily degradable in the environment. • If plastic is left on too long during the spring it can severely burn any vegetation that has grown under it during cooler periods. Design Criteria • Clear plastic sheeting shall have a minimum thickness of 6 mil and meet the requirements of WSDOT/APWA Section 9-14.5. • Covering shall be installed and maintained tightly in place by using sandbags or tires on ropes with a maximum 10 foot grid spacing in all directions. All seams shall be taped or weighted down full length and there shall be at least a 1 to 2 foot overlap of all seams. Seams should then be rolled and staked or II-5-12 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN tied. • Covering shall be installed immediately on areas seeded between November 1 to March 1, and remain until vegetation is firmly established. • When the covering is used on unseeded slopes, it shall be left in place until the next seeding period. • Sheeting should be toed in at the top of the slope to prevent surface flow beneath the plastic. • Sheeting should be removed as soon as is possible once vegetation is well grown to prevent burning the vegetation through the plastic sheeting, which acts as a greenhouse. Maintenance • Check regularly for rips and places where the plastic may be dislodged. Contact between the plastic and the ground should always be maintained. Any air bubbles found should be removed immediately or the plastic may rip during the next windy period. Re-anchor or replace the plastic as necessary. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. II-5-13 FEBRUARY, 1992 • STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN II-5.6 STRUCTURAL EROSION CONTROL BMPs. II-5.6.1 BMP E2.10: Stabilized Construction Entrance and Tire Wash Code: m Symbol: --J Definition A temporary stone-stabilized pad located at points of vehicular ingress and egress on a construction site. Purpose To reduce the amount of mud, dirt, rocks, etc. transported onto public roads by motor vehicles or runoff by constructing a stabilized pad of rock spalls at entrances to construction sites and washing of tires during egress. Conditions Where Practice Applies • Whenever traffic will be leaving a construction site and moving directly onto a public road or other paved areas. Advantages • Mud on vehicle tires is significantly reduced which avoids hazards caused by depositing mud on the public roadway. • Sediment, which is otherwise contained on the construction site, does not enter stormwater runoff elsewhere. Planning Considerations Construction entrances provide an area where mud can be removed from vehicle tires before they enter a public road. If the action of the vehicle traveling over the gravel pad is not sufficient to remove the majority of the mud, then the tires must be washed before the vehicle enters a public road. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off-site. Construction entrances should be used in conjunction with the stabilization of construction roads to reduce the amount of mud picked up by vehicles. It is important to note that this BMP will only be effective if sediment control is used throughout the rest of the construction site. Design Criteria • Material should be quarry spalls (where feasible) , 4 inches to 8 inches size. • The rock pad shall be at least 12 inches thick and 100 feet in length for sites more than 1 acre; and may be reduced to 50 feet in length for sites less than 1 acre. • A filter fabric fence (see BMP E3.10) should be installed down-gradient from the construction entrance in order to contain any sediment-laden runoff from the entrance. • Width shall be the full width of the vehicle ingress and egress area (minimum 20 feet) . • Additional rock should be added periodically to maintain proper function of the pad. • See Figure II-5.4 for details. • II-5-30 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN �� • Tire washing should be done before the vehicle enters a paved street. Washing :"-r•1 should be done on an area covered with crushed rock and the wash water should be drained to a sediment retention facility such as a sediment trap or basin. • The volume of wash water produced by tire washing should be included when calculating the sediment trap or basin size. Maintenance • The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing with 2-inch stone, as conditions demand, and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. • All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. Figure I1-5.4 Stabilized Construction Entrance a� r ��� Bey`e9t,;Pe,,, ess rha d t '�� a 610 1 o 4 Boa d��r 74,o� ��� e ' e/itvveA 1 '1 t% mo yea a •i•e/l Vi e`� Leo° wir Y 6e 0/00. R = 25' min. %fib,gr• �gresAti ifisq i I S: ' °A 4 'I I.I ICI 12" min. 4%� •�4j�� '0 4" to 8" quarry spells provide full width of ingress/egress area II-5-31 FEBRUARY, 1992 STORMWATER ruuvAGEMENT MANUAL FOR THE PUGET SOUND BASIN 11-5.6.3 BMP E2.20: Dust Control Code: (-1 ) Symbol: --J--- Definition Reducing surface and air movement of dust during land disturbing, demolition, and construction activities. Purpose To prevent surface and air movement of dust from exposed soil surfaces. Conditions Where Practice Applies • In areas (including roadways) subject to surface and air movement of dust where on-site and off-site damage is likely to occur if preventive measures are not taken. Advantages • A decrease in the amount of dust in the air will decrease the potential for accidents and respiratory problems. Disadvantages/Problems • Use of water on-site to control dust emissions, particularly in areas where the soil is already compacted, can cause a runoff problem where there wasn't one. Planning Considerations Construction activities inevitably result in the exposure and disturbance of soil. Fugitive dust is emitted both during the activities (i.e. , excavation, demolition, vehicle traffic, human activity) and as a result of wind erosion over the exposed earth surfaces. Large quantities of dust are typically generated in "heavy" construction activities, such as road and street construction and subdivision, commercial and industrial development, which involve disturbance of significant areas of soil surface. Research at construction sites has established an average dust emission rate of 1 .2 tons/acre/month for active construction. Earthmoving activities comprise the major source of construction dust emissions, but traffic and general disturbance of the soil also generate significant dust emissions. In planning for dust control, remember that the less soil is exposed at any one time, the less potential there will be for dust generation. Therefore, phasing a project and utilizing temporary stabilization practices upon the completion of grading can significantly reduce dust emissions. Design Criteria • Minimize the period of soil exposure through use of temporary ground cover and other temporary stabilization practices (see Seeding and Mulching, BMPs E1.10 and E1.15) . • Sprinkle the site with water until surface is wet. Repeat as needed. To prevent carryout of mud onto street, refer to Stabilized Construction Entrance (BMP E2.10) . • Spray exposed soil areas with approved dust palliative. Oil should not be used for dust suppression. Check with the local government to see which other dust palliatives may be used in the area. Maintenance • Respray area as necessary to keep dust to a minimum. I1-5-34 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT 1I-5.8 SEDIMENT RETENTION II-5.8.1 BMP E3. 10: Filter Fence Code: (E) Symbol: Definition A temporary sediment barrier consisting of a filter fabric stretched across and attached to supporting posts and entrenched. The filter fence is constructed of stakes and synthetic filter fabric with a rigid wire fence backing where necessary for support. Purpose 1. To intercept and detain small amounts of sediment under sheet flow conditions from disturbed areas during construction operations in order to prevent sediment from leaving the site. 2. To decrease the velocity of sheet flows. Conditions Where Practice Applies • Filter fences must be provided just upstream of the point(s) of discharge of runoff from a site, before the flow becomes concentrated. They may also be required: 1. Below disturbed areas where runoff may occur in the form of sheet and rill erosion; wherever runoff has the potential to impact downstream resources. 2. Perpendicular to minor swales or ditch lines for contributing drainage areas up to one acre in size. Advantages • Downstream riparian areas will not be damaged by sediment deposits originating from the development. • Sediment will not cause damage to fish habitat. Disadvantages/Problems • Filter fences are not practical where large flows of water are involved, hence the need to restrict their use to drainage areas of one acre of less, and flow rates of less than 0.5 cfs. This flow should not be concentrated; it should be spread out over many linear feet of filter fabric fence. • Problems may arise from incorrect selection of pore size and/or improper installation. • Filter fences should not be constructed in streams or used in V-shaped ditches. They are not an adequate method of runoff control for anything deeper than sheet or overland flow. Planning Considerations Laboratory work at the Virginia Highway and Transportation Research Council has shown that silt fences can trap a much higher percentage of suspended sediments than can straw bales. Silt fences are preferable to straw barriers in many cases. However, while the failure rate of silt fences is lower than that of straw barriers, there are many instances locally in which silt fences have been improperly 1I-5-74 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT installed. The installation methods outlined here can improve performance. Fabric Types: There are four types of material used for filter fabric fences; woven slit-film fabric, woven monofilament fabrics, woven composites (of differing materials) and non-woven heat-treated or needle punched fabrics. Slit-film fabrics are made from woven sheets of nonporous polymers. The sheets are very thin but are cut or slit in wider bands to form the threads which are then woven into the fabric. Since slit- film weaves use strands that are quite thin, the resulting woven fabric has little rigidity, and pore spaces are not uniform. Wire fencing must be used as a backing for this type of filter fabric fence. While this type of fabric is generally cheapest and the most widely used, the additional costs of the wire fence installation must be figured in. Woven monofilament fabrics are made from uniform spun or extruded filaments which are then woven to form the fabric. They are usually thicker and thus more rigid than slit-film fabrics. The pores in monofilament fabrics are regularly spaced and the increased rigidity offers more resistance to pore distortion. The material has a very low flow-through rate. Woven composites are similar in structure but use more than one fiber type. Non-woven fabrics are made by using either continuous filaments or short staple fibers. These fibers are then bonded together by various processes that can include a needling process that intertwines the fibers physically, or a thermal or chemical bonding operation that fuses adjacent fibers together. The resulting fabric has a random fiber orientation and may have a thickness that ranges from thick felt to a relatively thin fabric. King County Conservation District recently completed tests on 18 different types of filter fabrics. Their results have been incorporated into the design criteria. Design Criteria • Drainage area of 1 acre or less or in combination with sediment basin in a larger site. • Maximum slope steepness (normal (perpendicular) to fence line) 1:1. • Maximum sheet or overland flow path length to the fence 100 feet. • No concentrated flows greater than 0.5 cfs. • Selection of a filter fabric is based on soil conditions at the construction site (which affect the apparent opening size (AOS) fabric specification) and characteristics of the support fence (which affect the choice of tensile strength) . The designer shall specify a filter fabric that retains the soil found on the construction site yet will have openings large enough to permit drainage and prevent clogging. The larger the AOS number, the smaller the AOS size of the opening in the fabric. • The material used in a filter fabric fence must have sufficient strength to withstand various stress conditions and it also must have the ability to allow passage of water while retaining soil particles. The ability to pass flow through must be balanced with the material's ability to trap sediments. The following criteria are recommended for selection of the AOS: 1. Because of the properties of soils in the Puget Sound basin, field work must be done to determine the optimum AOS for filter fence installations. Because of glaciation, many soils in this area contain both cobbles and I1-5-75 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT fines. If an SCS standard soil description is used, (e.g. Alderwood gravelly sandy loam) the AOS specified will not be sufficient to trap the finer particles of soil. Including gravels and larger sizes skews the results towards an AOS which is too small to capture suspended settleable solids and reduce TSS. Monofilament and non-woven geotextiles must have a minimum AOS of 70 when used in glacial soils. Composites and slit film fabrics must be extra-strength to perform similarly; in their case the AOS range may be from 40-60. In areas where Mazama ash is plentiful in the soil profile, a larger AOS will be necessary, or, fabric with an AOS of 70 should be used for outwash soils. 2. For all other soil types, the AOS should be determined by first passing soil through a 010 sieve (2.0 mm) . Based on the amount of the remaining soil, by weight, which passes through a U.S. standard sieve No. 200, select the AOS to retain 85 percent of the soil. Where direct discharge to a stream, lake, or wetland will occur, then the AOS shall be no larger than Standard Sieve No. 100. Non-woven and regular strength slit film fabrics shall be supported with wire mesh. Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0°F. to 120°F. Standard Notes In addition to the Technical Information Report (see Chapter I-3) required by the local government when preparing an erosion and sediment control plan, add the following notes to the Filter Fabric Fence Detail (Figure 1I-5.18) : a. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6 inch overlap, and both ends securely fastened to the post. b. Posts shall be spaced a maximum of 6 feet apart and driven securely into the ground a minimum of 30 inches (where physically possible) . c. A trench shall be excavated approximately 8 inches wide and 12 inches deep along the line of posts and upslope from the barrier. The trench shall be constructed to follow the contour. d. When slit film filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 36 inches above the original ground surface. e. Slit film filter fabric shall be wired to the fence, and 20 inches of the fabric shall extend into the trench. The fabric shall not extend more than 36 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. Other types of fabric may be stapled to the fence. f. When extra-strength or monofilament fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of Standard Note "e" applying. Extra care should be used when joining or overlapping these stiffer fabrics. g. Local governments may specify the use of properly compacted native material. In many instances, this may be the preferred alternative because the soil forms a more continuous contact with the trench below, and use of native materials II-5-76 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT cuts down on the number of trips that must be made on and off-site. If gravel is used instead, the trench shall be backfilled with $-inch minimum diameter washed gravel. Care must be taken when using gravel to ensure good contact between the fabric and the trench bottom to prevent undercutting. h. Filter fabric fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Retained sediment must be removed and properly disposed of, or mulched and seeded. Maintenance • Inspect immediately after each rainfall, and at least daily during prolonged rainfall. Repair as necessary. • Sediment must be removed when it reaches approximately one third the height of the fence, especially if heavy rains are expected. • Any sediment deposits remaining in place after the filter fence is no longer required shall be dressed to conform with the existing grade, prepared and seeded. • All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. References: (1) Kulzer, Louise, Considerations for Usinq Geotextiles in Silt Fence Applications, Metro Technology Transfer Publication, Nov. , 1988. (2) Varney, Dick, An Evaluation of Geotextiles as Filter Fabric Fence Usinq Local Soils for Planning and Engineering, King County Conservation District, Sept. , 1991. (3) Varney, Dick, personal communication, March 4, 1992. II-5-77 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT Figure II-5.18 Filter Fabric Fence Detail Filter fabric material in continuous rolls; Use staples or wire rings to attach fabric to wire Wire mesh support fence for slit film (fabrics O a CV f � I 0 1 I ; Bury bottom of filter material in 8" by 12" trenchCD I N 6' Max. — 2" by 2" wood posts, standard or better i I t or equivalent L' Wire mesh support fence for slit film fabrics (D Filter fabric e material O i N Provide washed gravel CI) backfill or compacted _ � CV native soil as directed by local government L Bury bottom of filter material — --- 8" M i n in 8"by 12"trench 2"by 2" wood posts, standard or better or equivalent .� II-5-78 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN II-5.8.5 BMP E3.30: Storm Drain Inlet Protection Code: ID Symbol: Definition A sediment filter or an excavated impounding area around a storm drain, drop inlet, or curb inlet. Purpose To prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Conditions Where Practice Applies • Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Different types of structures are applicable to different conditions: a. Filter Fabric Fence - applicable where the inlet drains a relatively small (less than 1 acre) flat area (less than 5 percent slope) . (see Figure II- 5.23) . Do not place fabric under grate as the collected sediment may fall into the drain when the fabric is retrieved. This practice cannot easily be used where the area is paved because of the need for driving stakes to hold the material. b. Block and Gravel Filter - applicable where heavy flows (greater than 0.5 cfs) are expected (Figure II-5.24) . c. Gravel and Wire Mesh Filter - applicable where flows greater than 0.5 cfs are expected and construction traffic may occur over the inlet (Figure II- 5.25) . Advantages • Inlet protection prevents sediment from entering the storm drain system and clogging it. Disadvantages/Problems • Sediment removal may be difficult, especially under high flow conditions. Planning Considerations Storm sewers which are made operational before their drainage area is stabilized can convey large amounts of sediment to natural drainageways. In cases of extreme sediment loading, the storm sewer itself may clog and lose a major portion of its capacity. To avoid these problems, it is necessary to prevent sediment from , entering the system at the inlets. There are several types of inlet filters and traps which have different applications dependent upon site conditions and type of inlet. Other innovative techniques for accomplishing the same purpose are encouraged, but only after specific plans and details are submitted to and approved by the Plan Approving Authority of the local government (see Design Criteria for the description of a new method currently under development by Emcon Northwest) . Note that these various inlet protection devices are for drainage areas of less than one acre. Runoff from larger disturbed areas should be routed through a Temporary Sediment Trap or Pond (see BMPs E3.35, E3.40) . II-5-87 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT The best way to prevent sediment from entering the storm sewer system is to stabilize the site as quickly as possible, preventing erosion and stopping sediment at its source. Design Criteria • Grates and spaces of all inlets should be secured to prevent seepage of sediment-laden water. • All inlet protection measures should include sediment sumps of 1 to 2 feet in depth, with 2:1 side slopes (Figure I1-5.23) . • Installation procedure for filter fabric fence: a. Place 2 inch by 2 inch wooden stakes around the perimeter of the inlet a maximum of 3 feet apart and drive them at least 8 inches into the ground. The stakes must be at least 3 feet long. b. Excavate a trench approximately 8 inches wide and 12 inches deep around the outside perimeter of the stakes. c. Staple the filter fabric (for materials and specifications, see BMP E3.10, Filter Fence) to wooden stakes so that 32 inches of the fabric extends out and can be formed into the trench. Use heavy-duty wire staples at least 1 inch in length. d. Backfill the trench with 3/4 inch or less washed gravel all the way around. • Installation procedure for block and gravel filter: a. Place wire mesh over the drop inlet so that the wire extends a minimum of 1 foot beyond each side of the inlet structure. Use hardware cloth or comparable wire mesh with one-half inch openings. If more than one strip is necessary, overlap the strips. Place filter fabric over the wire mesh. b. Place concrete blocks lengthwise on their sides in a single row around the perimeter of the inlet, so that the open ends face outward, not upward. The ends of adjacent blocks should abut. The height of the barrier can be varied, depending on design needs, by stacking combinations of blocks that are 4 inches, 8 inches, and 12 inches wide. The row of blocks should be at least 12 inches but no greater than 24 inches high (Figure 1I-5.24) . c. Place wire mesh over the outside vertical face (open end) of the concrete blocks to prevent stone from being washed through the blocks. Use hardware cloth or comparable wire mesh with one half inch openings. d. Pile washed stone against the wire mesh to the top of the blocks. Use 3/4 to 3 inch gravel. • Installation procedure for gravel and wire mesh filter: a. Place wire mesh over the drop inlet so that the wire extends a minimum of 1 foot beyond each side of the inlet structure. Use hardware cloth or comparable wire mesh with 1/2 inch openings. If more than one strip of mesh is necessary, overlap the strips. Place filter fabric over wire mesh. b. Extend the filter fence/wire mesh beyond the inlet opening at least 18 inches on all sides. Place 3/4 to 3-inch gravel over the filter fabric/wire mesh. The depth of the gravel should be at least 12 inches I1-5-88 FEBRUARY, 1992 • STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT' over the entire inlet opening (see Figure II-5.25) . Experimental Inlet Protection BMP: EMCON Northwest, Inc. has recently developed a catchbasin filter (patent pending) that prevents sediments and other contaminants from entering storm drainage systems. The catchbasin filter is inserted in the catchbasin just below the grating. The catchbasin filter is equipped with a sediment trap and up to three layers of a fiberglass filter material (see Figure 11-5.26) . This type of system may not be applicable in all catchbasins but would work well at construction sites, industrial facilities, service stations, marinas/boatyards, etc. During research and development of the catchbasin filter, EMCON Northwest, Inc. has found that particulates as small as 15 microns are retained by the filter. Additionally, high levels of particulate heavy metals, oil and grease and TSS have been removed at both industrial facilities and construction sites. The catchbasin filter is equipped with an overflow mechanism which allows it to pass peak flows up to 240 gallons per minute. Effective filtration can be accomplished at flows as high as 40 gallons per minute. For further information, contact John MacPherson at EMCON Northwest Inc. , (206) 485-5000. Please note that this information is presented for informational purposes only. While this technology appears to be an effective method of controlling some types of pollutants, Ecology is not in a position to confirm or deny its efficacy at this time. Maintenance • For systems using filter fabric: inspections should be made on a regular basis, especially after large storm events. If the fabric becomes clogged, it should be replaced. Sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, sediment should be removed when it fills approximately one half the depth of the hole. • For systems using stone filters: If the stone filter becomes clogged with sediment, the stones must be pulled away from the inlet and cleaned or replaced. Since cleaning of gravel at a construction site may be difficult, an alternative approach would be to use the clogged stone as fill and put fresh stone around the inlet. • All temporary and permanent erosion and sediment control practices shall be maintained and repaired as needed to assure continued performance of their intended function. All maintenance and repair shall be conducted in accordance with an approved manual. • All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. 11-5-89 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure II-5.23 Filter Fabric Fence Inlet Filter 0 Drop Inlet with Grate Stakes iii VI - � r ;.,tip;: _ .. CFilter Fabric Stakes I Filter Fabric Runoff Water l washed Gravel with Sediment Filtered Water .44 Buried Filter i ""' _ ____ Fabric .♦—. 8' II-5-90 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure II-5.24 Block and Gravel Filter Wire Screen y� '�`� -%i -2-•'ram Gravel Fitter .,I _ 1 Jr.1. Ad' 4.v v.4, 14;tit.' ''''%:•fite's' ‘-'1. Alt ola f."y Oil. i;.i i:I . III eI 41% �%j� i Imo,:,0,411)# r�i••-•::i'ai�' / Overflow Concrete Block ire Screen ::::: ). Filtered Water Runoff Water with Sediment +a In 'r ' / f. A E .. ...., ., ,...,,,:.....„4.4.1..., ,a.„22.....,:.4, ,, . 7,.;;) .( I 11 P l /fr Fr -a ■ d..'a. Sediment /�a-4.: Drop Inlet with Grate ..-18" Min. Gravel ( 12" Min. depth) Runoff Water •;! — • b.-•r.iiep..;411141.••— w i t h Sediment e-e;,.... .... . •.-,.•-•:"•. fie••illi••,:O 0. • 'M' Sr Tj V t ! 11 ati•..LI.I•i • C %/ :—"' ' I I "1 =_11111=11111= 11111=1111 •o o _ - IIy Sediment Filtered Wire Mesh with Filter Water Fabric on top Figure II-5.25 Gravel and Wire Mesh Filter 1 II-5-91 FEBRUARY, 1992 fti r• Sedimentation 0 da h Tray Discharge Pipe to I-4 to 1-3N O t . 71iiiiir. Ul N H m 01 V VI k PO E a)PI o Weir rq ta t pl t kO Filter C� N Tray rt Filter Media ! ' n t, w 0 to 7J N. Discharge Pipe ftt x Catch Basin r m 0 H r• to rr 0 r~ Enz ID o a 03 tT3 1-.• > c 1 m rn [ - DATE .�t A Sweet-Edwards APPR CATCHBASIN FILTER (With sedment trap) rr z K1 Uff EMCON RIMS, n PROJECT N0. Pt hiFr 4 10 KUKER-RANKEN.INC/ROI.l1 • N • APPENDIX B COPY OF APPLICABLE BMPs FOR POLLUTANTS OTHER THAN SEDIMENTS Appendix B includes a copy of all the applicable BMPs for pollutants other than sediments. STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN • Triple rinse containers before disposal, reuse rinse waters as product. "Hazardous Waste Pesticides - Determining if Your Pesticide is a Hazardous Waste, " booklet #89-14 provides guidance and is available from Ecology' s Publications Office. For more information call Hazards Line (587-3292) or Hazardous Substance Information Hotline (1-800-633-7585) . Pesticide storage areas on the construction site should be protected from the elements, from vandals, and from the curious. Warning signals should be placed in areas recently sprayed or treated with the most dangerous pesticides. Persons involved in the mixing and application of these chemicals, to be in compliance with the law, must wear suitable protective clothing. Other practices include: • Set aside a locked, weather-resistant storage area. • Lids should be tightly closed. • Keep in a cool, dry place. Many pesticides rapidly lose their effectiveness if stored in areas exposed to heat. • In case of a leak, put original container into a larger container and label it properly. • Check containers periodically for leaks or deterioration. • Keep a list of products in storage. • Use plastic sheeting to line the area. • The applicator must follow the notification requirements of the WDSA. Neighbors on properties adjacent to the one being sprayed should also be notified prior to spraying. • All storage sheds, dumpsters or other storage facilities should be regularly monitored for leaks and repaired as necessary. Remind workers during subcontractor or safety meetings about proper storage and handling of materials. II-3.3 BMP C1.20 HANDLING OF PETROLEUM PRODUCTS Petroleum products are widely used during construction activities. They are used as fuels and lubricants for vehicular operations, power tools, and general equipment maintenance. These pollutants include oils, fuels such as gasoline, diesel oil, kerosene, lubricating oils, and grease. Asphalt paving can be a pollutant source as it continues to release various oils for a considerable length of time. Most of these pollutants adhere to soil particles and other surfaces easily. One of the best modes of control is to retain sediments containing oil on the construction site. Soil erosion and sediment control practices can effectively accomplish this. Improved maintenance and safe storage facilities will reduce their chances of contaminating construction sites. One of the greatest concerns confronting uses of these petroleum products is the method for waste disposal. Oil and oily wastes such as crankcase oil, cans, rags, and paper dropped in oils and lubricants, can be best disposed of in proper receptacles or recycled (call 1-800- RECYCLE) . Waste oil for recycling should not be mixed with degreasers, solvents, antifreeze, or brake fluid. The dumping of these wastes in sewers and other drainage channels is illegal and could result in fines or job shutdown. A further II-3-3 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN source of these pollutants is leaky vehicles. Proper maintenance of equipment and installation of proper stream crossings will further reduce pollution of water by these sources. Stream crossings should be minimized through proper planning of access roads. Guidelines for storing petroleum products are as follows: • Store products in weather-resistant sheds where possible. • Create shelter around area with cover and wind protection. • Line the storage area with double layer of plastic sheeting or similar material. • Create impervious berm around the perimeter. • Capacity of bermed area should be 110 percent of largest container. • All products should be clearly labeled. • Keep tanks off the ground. • Keep lids securely fastened. • Contact local fire marshall for more information. • Post information for procedures in case of spills. Persons trained in handling spills should be on-site or on call at all times. • Materials for cleaning up spills should be kept on-site and easily available. Spills should be cleaned up immediately and the —� contaminated material properly disposed of. • Specify a staging area for all vehicle maintenance activities. This area should be located away from all drainage courses. • All storage sheds, dumpsters or other storage facilities should be regularly monitored for leaks and repaired as necessary. Remind workers during subcontractor or safety meetings about proper storage and handling of materials. II-3.4 BHP C1.30 NUTRIENT APPLICATION AND CONTROL Inorganic nutrient pollution is most often caused by fertilizers used in revegetating graded areas. The use of proper soil-stabilization measures, sediment control, and stormwater detention structures can be effective means of keeping these materials out of waterways. Only small amounts of inorganic nutrients are beneficial to the productivity of waterways, while excess amounts result in over- enrichment (eutrophication) . Nutrient pollution can be minimized by working fertilizers and liming materials into the soil to depths of 4 to 6 inches, and by proper timing of the application. Hydro-seeding operations, in which seed, fertilizers and lime are applied to the ground surface in a one-step operation, are more conducive to nutrient pollution than are conventional seedbed-preparation operations, where the fertilizers and lime are tilled into the soil. In the case of surface dressings, control can be achieved by applying the required quantity of fertilizer in more than one operation. For example, an area requiring an application of 500 lbs. per acre of fertilizer could be dressed with about 125 lbs. per acre at four separate times over the growing season. 1I-3-4 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Use of fertilizers containing little or no phosphorus may be required by local authorities if the development is near sensitive water bodies. In any event great care should be taken to use only the minimum amount of phosphorus needed, as determined by soil tests, or advice from the local Conservation District or Soil Conservation Service. Near sensitive surface waters, the addition of lime can affect the pH (or acidity) of runoff and receiving waters. Importation of topsoil is better than heavily liming and fertilizing exposed subsoil. 11-3.5 BMP C1.40 SOLID WASTE HANDLING AND DISPOSAL Solid waste is one of the major pollutants caused by construction. Solid waste is generated from trees and shrubs removed during land clearing for construction of streets and parking facilities, and during the installation of structures. Other wastes include wood and paper from packaging and building materials, scrap metals, sanitary wastes, rubber, plastic and glass pieces, masonry products, and others. Food containers such as beverage cans, coffee cups, lunch-wrapping paper and plastic, cigarette packages, leftover food, and aluminum foil contribute a substantial amount of solid waste to the construction site. The major control mechanism for these pollutants is to provide adequate disposal facilities. Collected solid waste should be removed and disposed of at authorized disposal areas. Frequent garbage removal helps maintain construction sites in a clean and attractive manner. Waste containers should be labelled and located in a covered area. Lids should be kept closed at all times. Any useful materials should be salvaged and recycled. For instance, masonry waste can be used for filling borrow pits; trees and brush from land-clearing operations can be converted into woodchips through mechanical chippers and then used as mulch in graded areas. Sanitary facilities must be convenient and well maintained to avoid indiscriminate soiling of adjacent areas. Selective (rather than wholesale) removal of trees is helpful in conservation of soil and reduction of wood wastes. Indiscriminate removal of trees and other beneficial vegetation should be avoided. Soil erosion and sediment control structures capture much of the solid waste from construction sites. Constant removal of litter from these structures will reduce the amount of solid waste despoiling the landscape. The extension of local and state anti-litter ordinances to cover construction sites is also a viable control mechanism. Adherence to these regulations by construction personnel reduces unnecessary littering through carelessness and negligence. II-3.6 BMP C1.50 USE OF CHEMICALS DURING CONSTRUCTION Many types of chemicals may be used during construction activities. These chemical pollutants include paints, acids for cleaning masonry surfaces, cleaning solvents, asphalt products, soil additives used for stabilization and other purposes, concrete-curing compounds, and many others. These materials are carried by sediment and runoff from construction sites. A large percentage of these pollutants can be effectively controlled through implementation of source control soil erosion and sedimentation control practices. By using only the recommended amounts of these materials and applying them in a proper manner, pollution can be further reduced. As in the case of other pollutants, good housekeeping is the most important means of controlling pollution. The correct method of disposal of wastes varies with the material. Wash-up waters from water-based paints may go into a sanitary sewer, but wastes from oil-based paints, cleaning solvents, thinners, and mineral spirits must be disposed of through II-3-5 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN a licensed waste management firm or TSD. Disposal of concrete products, additives, and curing compounds depends on the product. Information is available from the local health department or the Hazardous Substance Information Hotline (1-800-633- 7585) . II-3.7 OTHER POLLUTANTS Other pollutants include concrete wash water from concrete mixers, acid and alkaline solutions from exposed soil or rock units high in acid, and alkaline-forming natural elements. The control of these pollutants involves good site planning and pre-construction geological surveys. Neutralization of these pollutants often provides the best treatment. Sealing of fractures in the bedrock with grout and bentonite will reduce the amount of acid or alkaline seepage from excavations. Adequate treatment and disposal of concrete further reduces pollution. II-3.8 GENERAL GUIDELINES General guidelines for managing or minimizing any of the above hazardous wastes are as follows: I1-3.8.1 BMP C1.60 Managing Hazardous Products • Buy and use only what is needed. Leftovers need to be stored, re-used, given away, recycled or disposed of safely. • Read labels and follow directions on the label. Hazardous products may be labeled: Danger Poisonous Volatile Combustible Caustic Explosive Warning Corrosive Flammable Caution • Try to keep products in original containers and always keep them well- labeled. If the product must be transferred to smaller containers, use the proper size funnel and avoid spills. Label all containers. • Labels can fall off with weathering. To prevent, cover with transparent tape. To relabel, use a metal tag attached to the container or use a stencil and spray paint. • Do not mix chemical substances unless recommended by the manufacturer. • Use in well-ventilated areas. Protect skin, eyes, nose, and mouth when necessary by wearing gloves, respirator, or other protective clothing. • Keep corrosive liquids away from flammable liquids. • Look for nontoxic or less toxic options (check with the State Department of Ecology Office of Waste Reduction at 1-800-822-9933) . • Use all of the product before disposing of the container. • There are private firms that specialize in the cleanup of spills. II-3-6 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN I1-3.8.2 BMP C1.70 Equipment Washing Thinners or solvents should not be discharged into the sanitary or storm sewer systems when cleaning large machine parts where discharge of water is required. Use alternative methods for cleaning larger equipment parts such as high pressure, high temperature water washes, or steam cleaning. Equipment washing detergents can be used and wash water discharged into the sanitary system if grit is removed from the solution first. The water discharged into the sewer must not exceed the discharge limits set by the Sewer Authority. Small parts can be cleaned with degreasing solvents which are reused after filtering or recycled. These solvents should not be discharged into any sewer. Further information is available from the Department of Ecology. 1I-3.8.3 BMP C1.80 Spill Control Planning and Cleanup Construction site supervisors shall adopt a spill control plan and identify persons responsible for implementing the plan if a spill of a dangerous or hazardous waste should occur. Any spill that occurs, regardless of the size and/or type of spill, should be reported to the following agencies: • If the spill of a hazardous substance could reach surface waters, the following agencies must be notified (there are fines for failing to notify) : National Response Center 1-800-424-8802 (24-hour) • Locally, notify the regional Department of Ecology offices: Northwest Region - Redmond 649-7000 (24-hour) Southwest Region - Olympia 753-2353 (24-hour) • Within the City of Bellevue Storm & Surface Water Utility 455-7846 (24-hour) • For spills within salt water U.S. Coast Guard 286-5440 There are fines for failing to notify the appropriate authority when a spill occurs. Some of the important components of a spill control plan are: • Establish who to notify in the event of a spill, particularly if it is hazardous. • Provide specific clean-up instructions for different products handled on site. • Assign a person to be in charge of clean-up assistance. • Prepare spill containment and clean-up lists that are easy to find and use. • Post a summary of the clean-up plan at appropriate locations. • If a spill occurs, demobilize it as quickly as possible. II-3-7 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN • If there is a change that the spill could enter a storm drain or sewer, plug the inlet and turn off or divert any incoming water. • Cover the spill with absorbent material such as kitty litter or sawdust. Do not use straw. Dispose of the used absorbent per Ecology or manufacturer's instructions. If the spill is flammable, dispose of as directed by the local fire marshal. • Keep the area well ventilated. I1-3.8.4 BMP C1.90 Treatment and Disposal of Contaminated Soils Contaminated ground water or soil may be encountered during earthwork activities or by the spill or leak of a hazardous product. The contaminant may be known or unknown. Sampling and laboratory tests may be required to determine whether a landfill can accept the contaminated soil. In some cases it is possible to reduce the hazardous potential of the soil by aerating it, for example. Local health departments can supply the necessary procedures. Private firms can also be consulted for disposal. The Model Toxics Control Act, Ch. 70.105 RCW, requires that Ecology's Toxic Cleanup Program be notified if contaminated soil or ground water is encountered during a project. II-3.8.5 BMP C 2.00 Concrete Trucks/Spray Washing of Exposed Aggregate Driveways and Walkways The washout from a concrete truck should be disposed of into: • A designated area which will later be backfilled: a slurry pit. -� • An area where the concrete wash can harden, be broken up, and then put in the dumpster. • A location which is not subject to surface water runoff, and more than 50 feet away from a storm drain, open ditch, or receiving water. Never Dump Into: • Sanitary sewer • Storm drain • Soil or pavement which carries stormwater runoff. When spray washing driveways or walkways to expose the aggregate, all wash water should be diverted or sprayed to the sides, not down the driveway. If water must run down the driveway towards the street or sidewalk, it should be diverted at the bottom to a sump or sediment trap. II-3.8.6 BMP C2.10 Use of Sandblasting Grits If used to clean old buildings where lead, cadmium, or chrome-based paints were applied, the sandblasting grits are a hazardous waste. They cannot be washed into any sewer system. Contact a licensed waste management firm or TSD facility. II-3.8.7 BMP C2.20 Disposal of Asbestos and PCBs Use and disposal of these potential pollutants are regulated by both state and federal agencies. For further information, contact: II-3-8 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN For Asbestos: Puget Sound Air Pollution Control Agency: 296-7330 U.S. EPA: 442-7369 For Wastes Containing PCBs: Washington Department of Ecology, Hazardous Waste Section: 449-6687 U.S. EPA: 442-7369 II-3.9 REFERENCES (1) Washington Toxics Coalition, letter dated January 31, 1990. (2) Reinelt, Loren, Construction Site Erosion and Sediment Control Inspector Training Manual, Center for Urban Water Resources Management, University of Washington, October, 1991. I1-3-9 FEBRUARY, 1992 APPENDIX C MAPS Site vicinity maps can be found in the Contractor project field office. These maps include the following information required and applicable to this project: • vicinity map • existing site contours • final site contours • north arrow • existing drainage patterns • contaminated soil boundaries • limits of grading • location of the erosion and sediment control and stormwater management BMPs used on site • construction entrance and exit detail (length, width, thickness and rock size) • locations of sediment traps and all associated pipes and structures • provide typical detail of filtering devices • location of equipment washdown areas .. BOEING COMMERCIAL AIRPLANES ______,___.zy .//////JJJJJ RENTON , :`r 1; o .`� .. t , 71, ,\ WASHINGTON s�F�Lm9 �'s' 1r "�`` w 10-60/65 BUILDING DEMOLITION A6�_ * t.fti" --~III1 ILH a�k tip ttli --;', ti.1, - • • ` CONCRETE PAVEMENT REMOVAL ___ sin - IP( r TEMPORARY EROSION AND SEDIMENT CONTROL • t 0 I—P`g DRAWING INDEX L0 e� j1321 CMS ,• V ( _ wYeEe s11cFTmtc �Ev l -ro-a Co COWS WET ON-ro-C7 CZ GENERAL NOBS ■,'. .. AM-TO-Ct)O CIA. LIE RA.NOCK RE.-oO-C VIA SIZE RAN KNOWN . r AM-10-C1N/[ Ct.NR 911E RAM AEWJI li �.— L MM-ro-C1.JR C1So SIZE RAN REVOM& Ilk •`• -�■ ` 1nr111n r SCE Km RE.0.1 ON-ro C15M CIS R SCE RAN ROMAN r` - A1M-ro-C19NM CI6OR SAE R,w REVONL 1 RIN-ro-CJ9JN C3..W 1EVPoNm EM05gM Me smart CONT •� /• ■N� RAM-90-U9 1 C39..A 11EEMPJR001 t00LOR N SE01[MT CO izz Ill.d\t MIN-10-G9U C39U rtl00 OM[R0910N N9 5[OREIEf CONTROL 0 0 Q Q R1N-ro-U95N C]95R 1EVPOPMI ER09gN NO SEONENT COMMC. RM-ro-G9SJ G95J IEMPORAM ERO90.NO SEGMENT CONTROL R5N-ro-0503 C5111-IR S.NOM0 O(1RR5 AMI-ro-511 C511 S1.241.200 GE1NS PLAN VIEW O SCALE:NONE • ISSUE FOR PERMIT .eW Harris Group Inc. "-1059. ®M M IOW p/tm LRU9 nN M� n *my .[ ACCEP1N}La. ,:ow. 'TO.. .' su, ooR,'o 1, Law COVER SHEET 6a.99 Q�BOE/Ar . -fa•Gria . ow U" CO - Cr R"" RENTON SITE of 9avtn E '"' CM.1MSTE11 MEMO•was. MIM-IO-03 GENERAL NOTES: T. ALL ACRE IMTERIAS SHALL E N CCOCOA KE R11N DC SWORDS NC SEEEATO6 a M Oa OF ROOD • Al ASPHAAI NO COOKIE SWAM ASSCOATED NM MS PROTECT SN,LL E DLA CO UTLRY EPMGEM AD MUTEST LOTION a At•SOOTPAINS STANDARDS NO SAECTFCATISS. A SET OF MOWED EN 5•ctl+c b0.1 TO Noma Yi VOE0 Skid aKR NNa1'TORNIVA. 42.Al Warr SEP01 PIPE 9N0 E SON-35 NYC COKOUrA TO ASIN p-JyA. PING SHALL E KEPT d SITE AT ILL TWO ORNK Cd67NTC10R • E0CNAICD mR STECOLES d POD DREAM STOLL E STORED N LAC)CCNTN TIOrt MIAS RAN D AT A]Al SNRArf SEROI MEOW[NC 2'I NO WALLER SHALL E SCHEMA/60 FTC ALL SW ART SFIE NKS1DK 2. M HORS Of ROO N M S11KE1 ROM-a-MT SHALL E LACED TO T.SO M TO 13D PP ON WOWS SON PATER NMJF1 NMI M CONON9pR AREA CM E LOOPED PRIOR TO TO no NC LARGO 9N1 E CLASS 350 DUCAL ROI PPE COKOANNG TO NOTE 21 a WET C2. MESS OMRNSE MPNT0D N RNT61C BI M EPMTENT a PUB[WORKS al STREET CLOSURES 060MRGE A(OIOINI.T.M SOL STOCKPILE MC TO E FLR1T COOED To WRMLE • AMU.OR NAL SHALL ALL, ANNOYED AND NDIID FIRE 1 MATT O KM1 NO KS 24A E N�Oi/IE108 MdIIK N/OWi1fL • TACT NM WOOL GENERAL NOTES SURVEY IT 24 DRUM M OCAS RAI ME TO E WORD FEN OILER CAC•IX SNNL E VOWED MC DISMAL SALL Cat RED NIM 51RAr AT A MC O 2-3 NUS PA TECO SOWS FEET(ORROE 2 NO(S M.LOCATION a UNOQOIOLM VOTES MC MOIL GOOD OOLRKS AO VISES NEE LOOTED II HAAiGM t 3. WRIT MCTAOOrNO CORRECTLOCATOR SO MC TO�COLOSO OR OISRRMKL PALL 11 TNIfSI)TO 1NM2E COCCI NM MOLL. K FE2D MIT LOCATION SEANCES AND NET ALL VIM LOGTO6 NM M PROPER CORK FN1R0 • Nl.AINA(ES r800 p905F0 SOL TO PAVEMENT SHALL E OSIERS)NIM GRAVEL G MOO PERSOKIEI PRIORI TO M START a GCAN1T0 NOIRE FOR KO LOCATED ON M Orr TO RECTO PROMO. =CRETE TO WM92E'IVG WIT a Sol • ME COMMCTR 9N1 CONTACT Vail 1DCATE At 1-600-AlA-5515. STRUCTURAL GENERAL NOTES A. A PRErn6TNCIOA OMOKI(E 6 EOMCD PRIOR O ANY 016171ICmw A MN a J(TOM•IN63T1C DNS NOSE GENERAL NOTES FIRE AND COLD WATER: 6 REWIRED FOR SOEUIIMG h1NII-FORA NON NOTICE Ma E REWIRED PRIG TO STARING NCR(815MLCRd. MEM II.ALL INK*PAN PPE SHALL E MONT TOED DUCTIL NON PR COKOOMIC TO APRA CT TO NO CI,I.LATEST EN.. 1 BMOC 9A LL SECURE M UTILITY RNRr ERR M CRT Of Rant It 94ALL E M CONMACIORS 1R(N(SS CLASS 52 R AS NOTED ON COMO. CCO 1400AR LRIR6 MO SOL[WPC 9M1 CORONA TO AM,GIN Al.ALL MTE1dLS RONKN9i.CE9d.NO CONSTRICTOR STALL CONTORT TO M GAR•(T,SECETCATOIS RESSPRISSAA TO SCORE NI ORG PORTS ANON TO STARING COTNINCTON. L02ES1 REASON PR ALMS 9AALL E Old AM,R AS SON ON CRATING. MC THE UEORY SALMC OWE(UBC),IM7 MOIL AlSol COOIVCTOR SOL VERO ALL MONO DA EN0OK.MONO SEES MO LM•1NI5 PION TO COTM AIDIO 6. FOR iRUEC CONTROL EaMCMENI2,SC[SPCCrEAtONS 22.Walt Old FMCS C 110 A2T.T E LOAM U(D.PR691 RATED AS 00D ON RATS AFC II EN/A2ANCE MA SOIL AL WOOS a Q6TRC CONSTRICTOR WNW ON tNE CMMPOS MC BOSCO EITO ON NO M9/ARr1A cTO ROCS GENEM1 LRMIG SOIL ANTS.w ACW11(3 NM E IN ArN c,a A2,II OT r RTTKS 7. CONTRACTR 6 TO TMYE Uf1IM LOCATR SENKE LOCATE UNITES NC SNOW MM ON CO6AVCRR DORMS Nr ]11C(S O 1 CO-ED N OS MO COME 3CA4.2T 03-L M FRANCS 9NLL E N R1 COG 9h TEDAS OON,MOW MINKS T G NE ASSUMED BASED d EXPECTED CO IF Elf. F M ALTOAM FOR RNA AND MPRWAL Br ICON FAOU1If3 SAMOA N CIN9•NQ AMOR TO 9RWTTAC AIC ORMAIEI N61/AwN C110/A21.,O-B2.1 N9/AIM C15J/A2 TII 6A J-N.TO li-N.12 ORA G OMI NA LEIX ANTI ME CI OI 0T NOT nOREl1 T80 TO EOM.NS SHOWN d M RNOR T C r M AG M.NO ARVti AND/OR NN.I2 ANTS SHALL E RI A21.53-KE 00 THAT THE RTEN OLIO( R A NTH A A(CI II AN9/PATIO ME a 01TESRORABL R SUBSTMONC OLLALJTY,NOTIFY M DOWER PIMA TO COwENOK ANY•D1K CI10/A2T1 ACC NO AN9/11 C15J/Oty-N S53-AMl M RAVEN N M ETTNC NEAR A KCPNRCE JOP1t($) & ALLOF UCERGOuNOOCA PANG.E*5.TP a111 AREA NO RNOA ET SVMNIA PMt 9MLL E.TOO AT BY M USE wT E N A[L9RONRF NM NB//lI C,v/q T.U-6A.NO t1Mr FITTINGS a M TONG N IUNG[D ANC(R AT,CRTMC7(R SOLE E ESPO69L FOR ML WET'NRU1fROM AND YETWOS,t(pNOI(5,SEQAKIS R OF TOO'1, TALL ACESRO PER MACH OCTALRON R T MU TMKI6 IMU E LOCATED AT ES.NIC ROWANS HAW BE M I RM NEE TTI Na awl. B 01 ACC 0D-62. F ANTK.S MC T ERA21 1-TO. ROCS N E TESTER MC WE[Oq REOM(D TO EOORIR M MOM. TO ISO FI,AT ALL SNARLS a RECOIL.f1OP1 5 2 Cra A CT AT ALL ANIMUS a WC BOXES.NC ALCM ACC Mai ONn,M NBMWs 9vu E A ACCORDANCE NM MEd 11111 SECTION 1.0-8,0 ACCEPTANCE 1ESONG N TOAI RODS. MINERS 9CLM MDHAL BE PR S TI D COCTION a Nd. 0 0-901 ANDra PR EEN AHALLBE L RUHWANED II TIE 51-52 a M9/ARRA C15J/A21 TIC OR NM SECTION 10-A.]a AN9IARRA Cil0IA21.10-62 46.F8 11MCC.1 A[OAS DACES SHALL KAN E SWATTED O N IRE[TO M DORM FOR AT9)T 11 KO TO K I WOW 0*10 9) NI AARKEld SHALL E N09AhD ON M CONTRACTOR AlI0I0(D A-BL(I KORWIION SHALL E OBTAKD RY M CONTRACTR NO 1AIMN TO M 11RNER fIBNG1T011 R CCNSTRUCiOA CNNrE$MINNN d SHOP RARINCS ONL1 Nu TO SA16il'TITS EOREMENI. N M FRM a ED-YARIEO ROTATES 21 A A YAKS TER CORING 10 Aso CSO9 AND 9NLL E NA.S RE91CN SW. NO93 A-IT OS A-TOR Al.SAICAl R1PEC10PN CONCRETE CONSORTCITON, CCORON BOLTS DOMED 1701 GC NSERn,NC EPOrr 9. E16RC EMMEN I CTO!9M1 E OCSWETT.MOSS MOILED O M ORelI91GS( TO(SURE*CAROM RELLS A 01UM RATER OPERATING 00TA.10 45 9E a ON P9 GTE RANKS 9MLL E TOW CO.N0 A-20)A AND A-ton R APPMND. ROECT (015 0106 II A BE 9P0 1(51 N NTNCE CECE NTN SECTION M1 a THE UBC 10 R( NRNpIJr NNTEM DINECTLII WAR BMOC$NETT,NFALM l OIMOKNIA MTARS ) Al,vRNS SHALL E NSIAULD AS LEAN ON ORARRKS (A25)965-2OJ. PROJECT AL DIC(M5 R A 011ALRE0 00 90 ACENEY Cf ALL I D Br ON O0*1 M TEST NE AC MAROONE HELLS 9NL E ENA 9 Ai M 19 9814.ECM WEN SEA ILL THATRTILL E Co-TURBO0TICI DILL E 24.Al 9 9 AMER awl SNALLRACE E Al A MO.SA NCNCS OO1 GRADE. AL COLD B Ell YIA6 9 C BE AT A YNMG STRUCTURAL DICKER SHALL E FURNISHED NM CONES a ALL WSPECI(N REPORTS NC TEST NEWER MAROONED M BERC SEA. LTC NUS NONZ 9ANL E ON01 ro WPC 9EA POOR TO C61UAB9AC M KLL 9 1.INCHES WI(I GADS U01 90(53 COKIA1S O 101 PATER MA•6 ME ro E LOWERED TO CLIM. ILL PPE SHALL E WO N OPEN WI TRENCH U6L55 OINFIMSF STATER WJ1NCNrC1" GENERAL NOTES EXCAVATION: 25.CORRACNR SHALL CUM ALL K*RATER wad SO(6)ASSES 9I PACER NO LRAM NM 50.COKREIC 9VLL E TARED.PROPOIONED,CONY0ED AN0 RACED N ACCERIMACC ON TUBE SErnd 19G5.NC PPE CLEN•C TES'PRO TO ALRLCT0 N(E WAAL PPE NSPCC-TON CM NOT TARE PARE RCS'S911 E TO AI. SREICTN M M all 9NL E COO P9 RN 5'WOMN SUMP. NARIED INTO M PR WRAC PR M1N1M0R. M CONTWCIR SHALL E RESPONSIBLE EC NR NENAG MC 10.PRbi TO MP BACIUtIRAO a NL1 PPE FT 9N1 BE A6PECTEO M A BOENO RCPR($ENTAM TO M9RK RNl OPERATIC ALL TAPS FACES PEARS M TGES PLUS BODIES COEOPATON STOPS TOG.HOSE P9OL NC OTHER ALLCONCETC NM 9KACES O905ED TO STRONG RATER So BE Ml-ENIRM(D NM M RR comma CIXIP(M NECESSARY TO TIC M LIES M CCNTNKTR SHALL PREPARE A ORMLD NON KR MONNO M PPE ESMAK COMMIS TO M PROTECT SIANOMOS MC 59ERIA TT SI06. ANJ.BE M CONTRACTOR'S RATER WMS ACID NM ITAPNNMD BY MN(OR E0E E 1GMI C CROM1101 WORK SEE E M6OUCNONC PI 00NFORMC TO UK TAM 19-A-1. NESPd9BRDY 10 PC1•Y M KENO RCPRESCNTATNE 24 TARS N PONCE a BACMILLMC ALL M6INTCRd. FOR MOW S1A10N LOCATIONS M CONTRACTOR SHALL PR01DE AS-11a1 KRWTON N M Fa.a RED-TANNED CRANKS TO M DONEE0. 51.REKRCPC 51111.SILL CWERM TO AS.MIS(91C10DK SUPNLVEM SI),MODE 10.Ty A 10.000 P9. R ALL N1 FRE NO COLD PATER TRANS NO SERVOS SHALL E P9CS9MC TESTED TO A AN a 250 P9 N ACCORDANCE GAM 60 EKRCNG NAS INCH ME TO E RODEO SAIL CONFORM TO CM A706. EKOREKNI IT.ASPHALT NC CONCRETE PAYING TO E ROCCO SHALL E SARCIR TO A W.EPM CO"1p NOES. NI SURFACE NM M$PE0NG1015 OF M OTT OF RENTON MO THE WAUNNGTON SIAM NEAM EP/MUCK ALL NK55URE OWNING NM ASAT A.615(51)WT E*ELM OKT 5 WTERIA PROPERTY REPORTS ROOTING 07.113 UMR CONCRETE PAALKM,SOEIWRS.WN95.MIENS PIC DRYEIAT APRg0Ap(5 SHALL E SNORT TO A 1R EPIM OF TAO TESTAE OWL E COE N TIC PESCMCE a A EPESENTAINE a M BOENO COPNff R M OTT a RENTON. NM KONG PROCEDRCS SPECrm 9T ARMS OIL ARE SWOTTED. PIONS R AOCND TO AR G61R8 OPANSON Co. 27.Al NAfla 1w6 99LL la OA a AN EECTED 9A STRON)C651 SEC 5.3 SLUG ATH= KR(AD OIR NO SEANCES 12.PERMNM NO( COKIE PAEMENT Ord: A h9 M 04 99E TARS 6QN PREPARED. OI•Rt PAT1 MSS A(J/I) SHALL BCKL D9CTO Br M a N.NEON A 50 PPO(M CTOCOITRATON)D(0RM/W N O WEAN TER SOLUTION. N PELMET TIRE WIC 9WL WORRM TO MTV AIM. NOB END REINFORCEMENTREINFORCEMENT PER [TE ORTLA0(CC CaCIETE PER OVALSWR CSS]NICE AI NOTE 4 ON SHEET C553.N ARC Or00(SS a TIC TEOR9GL O INN ODO URO TALL OCT TOE PLACED N MPE P AS LA0. MORE SHALL E LE1EE0/NTECTED N ACWRDE N NM M 52.REINFORCING STEEL SlatMIMED(N MIMED S AND S)N AO:MONE TARN AO 315-92 MC 216-9] M1NG CONCRETE PANENM.ALL ANTS Sal ECSOLED NM A MCI BIER PER RSDOT TECNKAI SPECIFICATIONVP ALL COIaAo6 EKORCLTRORi M ACCORDANCE ON'RAF EKGEKM SPACE AM OENLOPNM UPC. 9-0A.2(t).AREAS COCK M ASPHALT ONRIAT G6n MR dMLSNTe vANMOR,MI ASNVl1(RERUN SIMLL E 26.COMMONS TO COSMO KM 9WL NOT E MALE MIL M NECESSARY ANVNEMd1S t TK SO(ORLS NM BEEN SERA SCHEME'. PROVIDE'Ar 9p[S MC A All T OPAL NO TWIRL INTERSECTIONS VP A:4C M WR a TECO RRC NKE0 EDER M K1 CO(ETE PAVEMENT PATEN N ENO AND N NORM a M COSTING ASPHALT NALAI. SPACED CO M ONCE El ONE SPAR DONS NO RUTTING 11 085.40APPROVED. T.ACCOLIPIISN NCR PATER MINA CONNECTION SHALL E OOIK F MAC TUIITOANIWt ERSONNEL OAT LAIILSS OMNRSE IPPROIC0. 13.ERw1EM ASNVLT PN000 PATON AMR M 9MGCC lOS BEEN ROAMED MOW COERCE PENNON WASS 8 21.CONTACTOR TO RAMC PLIES NO TOPCOAT BLON-OR ASSEMBLES FOR 1619E MC MANY ACCEI ICI NUR 80 BARS Pa THE MOOED N NN011. CO(ETE SHALL E MlD BENT 41ALS3 ODORS(NOTED d M CONICS SNN1 E PLACED N 9M0 MC TO M 1MOLNESS a M El61NG ASPHALT PANKM R O A um DONN a THEE 10 M AL 1E-N. WARM)BT M 4RIK111M1[LAOP(E*. 90IES 9NOM*6 DEAMR M EDCES OF M 0161NG ASPNEI WA CO NC CASTNLS Sou E PANTED ANN 53.COECIE PIERECOON(WAR)FOR REINFORCING STEEL SHALL E AS;WOO: nor ASIWC CEMENT R ASPHALT ENRSCN w9pATaT SURE N.AOK M CAW PA10MG ACORN. M ASPHALT JO ALL ILO•UON1 PR'AO NA9C ELL CRUETS SIN.E US PR'DEW LOS'WSW EC ANT ESTINM. CONCRETE PAYOKN STALL MN E PLACED.LEVELED MC C0PKIED TO COKING TO M AD110E/AT POND 9ABKE AL MCOPNCAL PPE MC r1NNG AK MINER OMITS SHALL E SERIES 110 AGAVE RESTART KCWM1A FOOINCS MC 0MR URORKO SURFACES 9NEOMIELT THEREAFTER AU.CANIS EIREER M MN NM WOK A0NVLT PAR OTT 9WL E PANTED NM To *110ACIITREO IT UM ION SALM MICR 96041001 ALL IECHNOL COO RESTR NT WOWS SHALL E CAST/EJAIST NO EAIWKNRT FiPREp roCRAM..----.._._...-_..__J' ASPHALT R ASPHALT WON NO E OTEREO RITN Oa PMNC SRO WORE M ASNVLT SOLAr(S M COATED NTH COTE TM DM 6T MEDICOS ROOMED 6T ARIA C201. FON9ED 9EBACES E1905E0 TO MDT 1FOVL FOR TOTAL M 60Nd MC S KS Or PA1O(5 FR ASPIAN.nC CONCRETE 9V3.E M FINESSED AU9ML1 n. M CONTRACTOR SHALL NIROT M LOCATION a COSTAL PATER WARS TO E TAPPED SWORE MORRO TIRO (•NOS ELO MOUND)R REAMER (16 BINS R VEER)_-_.Y PER SEC ER SOME M WOES AFTER PUNK M ASPHALTIC CONCRETE PATER La A LOU 0U10TO CALLED AND Near DC PARR BONG 1ALR11E5 ERSOM(l a OCR LOOTER VA a A LOGTR SEANCE PNR TO (I5 BINS R WALLER)..-_.I 1/2' RC-70.MC STEM M SAME TO WARM TRN7OC OCENL10 6 REOIKO. COl11RA 103 R SP9VA5 AMO EAY SRNRyS,._.___-_. IA D(CONTRACTOR SHALL OIPLT NTH M DTI a R(110N AND OTG GOONAO AEI0ES F9 TEMPORARY EFOSRI IC NJ.PANG SHALL BEESTRNMED PER DETAILSd 94i Y65.1 NO MOTE A O6 SKE7. 9AB5 AND•COTS(NTEROR EMCE}_GEATER a IBA OMA(TE*CODS Iron ORJ/A' CONTROL AIE611R6 TIC StORT1•ATER P.LDI01 PRENEOICN PEW. .LS M PIANO NET EOIMKM O E INSTALLED N A OAT DART COS NOT NAYS FACTORY/OM POT 9V11 E Cara 01.MEd-SPMRN GROUT 9N1 COMPLY NM C70-621 MC SHALL E NOSHED Br M MOWED WMRACRRKR.GOUT 9MLL 15.CONTRACTOR SHALL NKDNh11 TOM M ONO r Cd8AYNATED SE al CROMNAIF6 6 EMCOU1NRED WING A(ONPLEIE COAT a FOREST PANT 965 SORES POO R MOOED EO91 DM FA9E0 CGn a FOREST E TARED NC PACED N STRICT CCOR05KC WITH M KWRACRMER'S INSTR CTON& GROUT MERLIN SHALL E AT LUST M■O9C SCE CONNECT SPECIAL COIIOIITOI6 MO REWIRED DI1Ec1ULL PRAM 195 SORES[POSY.R APNONO CAA.9N1 E AMID MR M TRIO COOED PRIK0. EOM.O TIC WANT,ON ICI R IS PLACED(A000 P9 YI*MM). ' IL All REAMED 1ON0A W1ERM,9WL E DISPOSED a AT AR IP�.P�RD�CO BOCK LOCATION. SOL WEANWEANUSE0 TO 3A.LACE10WP0 PR RNa'ATION MAKERS STALL ECPROAOD NC MTALIED M M WALLER UNLER ERGWNO NOR1LL DRAT WL15 MO PPE TRUE SHALL •IT R MLL COOLY N w vA.n.L'WWORRI RS SECIED N SKI:MALAN PANG MY 06MMBE0 MAKERS SAAL E EPLOCEO. SR1111RM STIT1. SECTION 02210-T/R11MOM'. coward MC TO ROPED SOS NM jaw CONS AM DI01W16 TEND ANNOCUN ha GENERAL NOTES STORM AND SANITARY SEWER 55.nR0C11i1A1 9MPE1 RAM AND BR5 SHALL BE ASS AM. laafaCf SPACE O ES1Aro1CTWq 91IA6111aaW WSW ERMANACLE POO OOR MINN BRACING R CREATOR MW 1-0'SSBLE.. BECALM JS MI WOO AMR PPC STALL E MONIED OWME STEM AOS N-12 TOT PR ON AOS SERIES 35 CONSTRUCTION SEQUENCE OF TEMPORARY EROSION WaR>t,(s M°MKS. AND SEDIMENT CONTROL It M CONTRACTOR SHALL REPLACE At NO TOME TOBEING All MIMICS.PAWNOR.G 01,(11 REARS OmCIAA1ED TO GRAN MT ARE WINED WOO ROW.,REPA146 St CONECRO6 TO CSMTR(STORM PATER SOT O SHALL N01 E WOE MMA M NECESSARY~COWS NO TIC 5OIC0ULLS ION BEEN MANGO)■ITN M OIIPER. 56.INSTALL CON1M((M BUM MOUND IO-IS Bua6 TO MCC DEMO PA94 IAMB A SIRNMY SERCIL I9.0010 L MC. 1011 . O E NINON/NO MC 0690SE0 1.COSTA[PCR ONG ST T SECW CO-R103. NOR 37. POOR O Aw 11.0113E C K1 PPE.R 99LL E ROUTED 61 A BOEINC RTNLSAMAINE TO PASTE Mgr 57.OSNMIEO KW RM6 ERR STS SYSTEM NIO REDI ECT O CONCAVE PAVEMENT SINCE. BEND A6R0)0 .A SRO OI NC P ll*TCONAGT E 910 9(05,COMER BOAC WAN(An)l65-210]. FOR R CINR.GS TO M PROJECT S1MCM05 NO SPEa9T06. R SHALL E M CONNECTERS#SPONS UT OOKIERRC O6POSN APPROVAL NC EIRISCOIRAR BEING SOFA AT(A25)965-2101 TO NOTIFY M BONG EPESENTAM 24 105 N MNN I a 6AIFLUNG ALL CRSTR[TON. M CONTRICTR 58.OVMOE SWDAT SEVEN 849600 SOD GIMPS NM A SLOTTED ORATE COVER. 20.R SHALL E M CONTRACTORS OSPoNSE.111 TO PROM NO A15.SEOMOAS,R OTHER ELE1AO15 LATERALS 9WL PROVE(AS-BUILT KORTLAI0 N M FORM OF ED-94RAE0 CRAWS TO M(MP(ER. 59.UPTON(CMN0IIOx a moat a 10-65 CONCRETE SLAB EMUS Cd1MNKN1 OEM NC REPLACE SWTAM SEVER FROM ENTERING M RAMC[COURSE AS A CSC a TIC NDLCT. LOOM STANDARD ES09OR Cana UE RODS JS DC CONTRACTOR SHALL NET M LEGION a EXISTING STOIC PATER TO E TIPPED WOK EOPIK POPE SOD CARS EDU9ED FOR 1P16 PROTECT ME AS FOLLOWS MC NOTIFY M PROPER BOOK FACILITIES ER50RIEL a(POI LDCA110A USE OF A LOG10 SEANCE PAM TO 60.00510 ERE PATER SYSTEM AS OPENED R M EWAL MINKS. DOAN-010N 6 REWIRED. • AT ROOK II RAGS NEE LINE O905ED SOL SWAGE MG NROa PESE TS COCd6. 61.EARN CONOKIE P1A5G1, 39. ERGYATOS ME TO I95t RAPED SECS TO COVET NM 1108(DD6 A1O INCNN(E5 NON[,TACO,-M. • RTA FABRIC BILL SCRAM TRAPS SOL BE WALLED Al Al CATS BONS NO YIMEFS • MC NUM Dora296-1,,or. PRINCE WINO NO SLOG TAKE 90PNC 6 NOT POSSIBLE BECAUSE 62.N6IA1 1Di0 101 CROWN NC SEDKNT CONTROL 0N'S. a SPA C01NUO S 96PERON 9VLL BE EKED TO E161RE PROPER PINCTO SPACE ESTIC11OM5.SWAM a AvowOIGYATED.OR TREATS DEPTH CENTER i,vN(-C. f]9AERF EXPOSED SOIL AAD STOCKPILES PER SYPW. AO.ALL EPATEOC NO OGNIED SOL SNM1 E WINED AND O POSE0 a CET-SAE EA CONTRACT SKCAL COMBOS. ISSUE FOR PERMIT 1 • STRAIT BARES STALL E MULLED MONK NET COTES NCI SRT TACO N101 COOR06 ECOK Al.ALL IR1 PPE NO GA9a S SNNl BE CLONED PRAM TO ill...(CEPTR a Pa m.M. MI STALL E Too NW FOR RN FfiFC VS(a FRIER FORK SEOK TR APS N NO S SIT FEPCIC DEAD a Nl61N1.ROOONW ORRAINER IEA6 NECESYII TO RamaLNO65TNCTEO MANAGE Al CATO Harris Group Inc. BASH SLAPS WMCLLS ALIT 00 GURU STNCME3,MC CONS MOTS STALL E FEED a ALL E40,RODE ANO CURS 91-1(69A A.. .,e • *WO -I 1.. NOM • amen 9N ACCE0MRLTAY en ,INN GENERAL NOTES 1...... aat.99 I ®E IA KIM, ,4111172 POMO RRRN *0 Tip LIN Imam Q1BOE/A/G' 1101. �. ' o� ...... �M RENTON SITE !IIC2 ,..-.." 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I 1 J rEN500•I•City —si___.------- -—- ---- -J—s-1—'--I--i - --- I -- ---- DATABASE Hn Cog DEC.19M;RESC,EID FEB.,.6 HATCH LSE-FOR CON,..YUION SEE MT C,911 - .N / \od6r rrIDDr. r.. r.a - R.e ' t -rCCVr••A w i-1l-w 1 s0611 Ncnm we"IT WM-r•c a rw UM/r w s • ,ass ... -�, .. o S(TE PIANg.74 148 v _ 14HR I RENTON SITE r OwY•.NIIO 'Y,��^^�' ,�. ..,,i a e • g i W 1 .1 wF ; Ho! pp11 ii Y ~ tx i , xh - — a ' a O ivlw- Hi wIsi l° g ! d ._Y g Mii'l l' �M'K o YIf�. +l�_ l.'7 O "1- UJ A A A .a:.mmr. .L600a0666666 W A ` A 3 3 NouvnN moo L(N-3W7 HO/WI _ _ I\ \ \ '\�'`\\ \ \ $\ \ \ \ \\ \\\\ \ \�t \ \ \ \\ `\ \� \ \ tW:%'.,\ita \ \ \ \ \ \ \ \ \ \ -$41 \ \ \ \--Vol- \-i\ \ \ \ ' \ \ \\ \ \ \ \ \`I ua cc f\ \I\ , \ \ \ \ ‘ \ a\--"Ir-.'C 54 --° ‘ \ \ \ . olopit • --___L..-_----- i g g r \ \ \ \ \ • \l 7 i i 6 ' i. q, ,10X. ) , \ \ \ , \ \ \ 'A \ A co • I L 1\ ' .,..'"' (1,110. .-- ii‘,..____i_ tripir. . 1 • r \ rtl ra.g s.+Fa "0. g -— ...aSw —,-- - .m._747„,_„22•71u-717i17SLTt7.v�_4r U f . . 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It!, _ OA 060 .ARI< " CONSTRUCTION NOTES 10-51 Ill 1 I I I I I ._- _�/ 0.apt.MII..' \ 1 —— —— I Ip•.AMIQi M BE COIRASO SOLI MA NE \ Q !' • MAK MO MIT REMOVED MO ME nRSt I Ir I 1 I ✓ I I —— —-- I si NO[5 Df M pOSIMG[pR,BIE _ rl �• - 1 1 —— SIG xUC •EUDK vuK MO �L.J\ Ywi-N RUG POMP MC 7 VG ILL•M••tti t'J 1 I Y I 1 — [ _ ., .M STRUCTURAL R! 1 U i- - Eft In CI I I •E'� I••wl��_' li 1 • ( l,. I v M —••,�, J� \ / ~, IU K.....ET/pl.A117, — li / • W 11 .r I 1'''t I L : I, irlarP I L Fi 1 I .. Y W.war \ em u' µ • I w:.� n`111.M 1 • ' „•-" O „ „�t i 1�1/ IJ it � : \‘ $ •sx' MR „.„-___ 0, . . . ......, , ,, .„ ... .,, : : ,, J w I ,�AI I • ,� { t.�L� 1 I I I ,.. I1 a .1 liti., 77,,,•D �o /"' ' I •1 , --, e/!�S s .�1• I '1* r▪:u M �' L'rJ��.■L�/� o % .1'il 1t LLi 1p •I. Air AL e.r 9 0„�.v , _ ,, t ,/ ,�� ~... 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SE CEO DOWSE BY DIN DEC.1994;RESCALIDFEE 1996 .,..� oM� Almon a. un„m we MO•+..c-.+,we w .. .yaps ,•• •' w ••� a - AaCOA,net OM MVP 1;.,..o SITE PIPN R� I"� 1 .. dar.9. i-r. b— RENTON SITE _C16HR e '-�'•• C.I.RASIE. .pta. RP. -t,eM WCNM-FOR CCNIMMTION !BrC119N /. y " — <,�,,, ♦•� ,7.14, 4-314-.• ��,—r---Ts - - —r 1 I r I r n I I I IEGENQ �� /tSS ,:/ �./�_ 0 A / / ` L JIR=I I I I Ivir / iii r-r aeon sus 'w ° ' � � a: _ - \.1' (�� °rj / i /1 I 1 Hill 111tI1.1`` _ /I VI 1 � 1 I L'�'•' n-• ¢� J 1 •�- �� � ' '� �� / ' OOITANNprn. ...+ L., II Ijr 1 1 .. I N. ��y i /r °'�' r 'i TT i•rrr- r i i �,'� • ,' ,\' ► .It,,». - 1_ I - / f / , I ! -p4: 111 101 9 P °j(LA lOi GENERAL NOTES u / / \ ��'t • A. � 'u I I �,�, ,rr 1 / •. �� I I 1 I.1 j I I 1 I 1 1 1 1 1. !F MT Q rot COKACed gam Q` • _•_ / • •( •, 10-100 - I i / I A �fAWMMO=OPT COMO. ./ MI �' v r \\ /,� Ka/�( es K' >, / gra tilt , v I - Aser A �+ 1 '�I CONSTRUCTION NOTES / .,.,"' �. 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SHEETCS91x I„_I05„ DATABASE BY N DEG 199L;RESCALFD FEB.T999 ..., am.. mown We.p >~ ,asn ,,,.nc-cm ac c eN .Tn,n. " • ••• •w /�/./� • !�� .z .w 0" aiw TEMPORARY EROSION AND SEDIMENT CONTROL 1l........ I"` 1 '" a99N '"'® i'N g BOE//VO• s u�• '` C393H JV•l_ RENTON SITE -- Tww al w7TE, N RCNid�WTIC NiN-M-C]9L1 Ink A.11 CO mm M�/. .��� f�/ V �i/c. } t1 t e M1 Yl 11 R ap p T�i ° 1 Z &� is g 1g a p Ix :.:\ L'3d 0r , 1 ii.1 ! : e•-m 11 f ii,1 pi6 i6 ii i;_,,, ,_,_%,„,,_ _„elf A nil 1E i rir •y.. J 1 I 1 6 t !; AAAAAA ‘ ,55. .55 t IIII I CS3 � • �� 1\ \ \ -1 \ \ \ \ \ \ + \ + rA; \ \ r `\X-\\ \\ ` + , + \ ' \\`\\'A\+`X rr X `\ + \t \ �.� \ \ \ +`% \ . 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SEE WIT C Fa CORS1mltiv]SEQUENCE Q •ir\,.. —1,--.811 ....1 ) --pe [6 IdPORARY ER09a APO SEDRp1 cams • 10-58 ,1 1 '✓ al CONSTRUCTION NOTES ■ w.l 15 4DR SO.Rj INSTALL SAT rtRER Rt sic xrwe wR- `1 ii 1 1:., I i 7 a cr RAP PER • I I,,, I ©< I,/ I d I w.. INSTALL iiwoum OrrEHIMI a sIIRcr nrlsr�.1 , 1 l `ice.R ► •/ ____ r� INSTALL Gitl1 BASIN WILT SmlYdi BMRER IIYY I PER STNR)MB BE/Al a"CET CSllhra -✓ ill ,��tJ��l✓ ,"j t7 •O © © w. I� ^�, � ., 1 I PER MOB CCIIL ON WIT ERK a13]-IN gp I ', ,t . m A! i , a>a]R ` , © :MICE COl4R ON YOTRO GUN_ \I "�'® EQ1 ij L 1 ] i �oRRacrimalGi]c < T WWI ma,srs wa.¢ R w /y��y,IW 2 w 2.,17.lal XIyr 6162 ] R1 i R•C • R C P f • R l Pit r-- _ I I It �(1 I ] a] .]. ,� In Ion I w+I I 1]I� o_ �I -.r. =' _1` In� 10-65 4116 P �' I li •s■ 1�,i •Li.11, NI 1 � i �In ' l -V o tllll`l.i Y�C+LIr0 10-56 E ,, I ! 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I 1 - .I I" PEN STNQARO DEUR a WET CSISFI. �.) _ Y —y I I ® 3 ®MANGE mSER Am swum cum I .. li,�. 11 d I — + OSCONIECr ROOF CONN NQI SO MEN W '•' ,y .•n -_y I 0. - I OISOURGE ROOT BRAN am NI.NCMaT SURFACL 1 u/ N r w O Ow t' l ly II ;'I•P 4 I i x... .IB IMP al I , I"• ® 9'R RSA'N'EK PL m[drTM RASA.RAID _- -.. - __ - _._ -_.._-._-__- — _ I _ _ 1 / § P AND APPROVED M905AN. fee,i 7 .., I •A ati, 6,,,,s, 1 - .......,d" & \ ,s.,� , I, Chi-!��'cI;:1I.I:.�451 tI I if •• I; I1�1!111.1ii�1\�7?I.i1Sg\�c1,x�asea �1 ' I Q . i�i-:x .:I'R -LB'.IIl1.G\'•1rJ�9N•21§1�x ♦ .d,,• t \PN - All f 1 .. 141,4, cwIC111111t'CA��!'• •1C�11I N 9 � • s \\ r 1' .-n.xnNmt-wgns.R Lg1E1-\ali�r'!.1: �1�91 nr r I ' 1 :F S I.= O ■ '-^:' >N I till'RA' 11E M:1H iI1 ,111W MINIM I sw a. ! . ' `1 . I - \K 11\I�l�i-BF drii� ,... i 11 i. i_, wn•AIP41�7i • xoa il I'Y ild i axux� I I \I� rt — — —.. 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S 1 .w , �•1S ���Illr�ri� •am' ac �1: �irr• .. a 1 v .w c'x r`ri��iMww — P r— silt. . !!, w — -_ LL1L 1 —V? R mcRo.w. 1�P1L 111 4N sOsr _ _ _ t ,.� aun nr X °• _• n n< •—— I —— / ,.K V? I leis I —�1 3,N A 1 14N 1� N ,yr ,-.Y_ •— _ I 1 '900, �: Mp y1"'°S ` • __r�[R��, _� A r, I SCALE n rE[r • •tm _— T-- ,.4. T -- I 1 i, ISSUE FOR PERMIT r —• r" • e I 8 i! (�i]�� -/�^e .s _�r ——. } �'�,�sN —_ _— 1 't rime w Harris Group Inc. Y — — — — •' — — — — — !�'1s•�CO _�. — ——_ • -L�— I1_ + � -- I -- _ _ • REe51d•,•ONLY MATCMJNE FOR CONTIN ADCN SEE SHEETC31/1 ""°'w ; oat I ,�,. DATABASE BY DIN DEC 199f;RUCKED FEL 1991 ,.,® 041.19. .. wum uR unm wrwc-....c a O. wsvw •m w •••e •• .cetrr w °•" TEMPORARY EROSION AND SEDIMENT CONTROL 0."'� sE OCD e.R,a Men +om•e ( e.of.99 N>.dBOEiivc• , C395J RENTON SITE to ae.WSWER Raid) R14-10-C I o,.m.N,m TENTOMO MODS/ • 4 NURPO n At ANX / snE�OM ( fi r r rttoEu Hari - am16 •d1 rMRCS,MC(IW-W.X7{) NWT M1/G 4"�'POO NO 9Qi v.•AR IrR oa TM SIM�r oaf _ RM1 SmRW1T mE0 K WO A[I1 fM i t na =WU VOW CONTROL RRR WIC FLO NUT NO MOOT \II .► fa ViK • 1 CENIROL RT01 FABRIC •, ••• / WOOED ODOM MIX(WO INTER IABNC TYPICAL TEMPORARY CONTAINMENT a D, NO. [...1 SECTION BERM DETAIL .. ♦ silty IRIS EDT0 1 110 F sod:HOC CST`_„ / T"I ■-■ MWRa nIFA WIC SCALE HOME uTM a1s.1 a an t7UT[ .,•,••,,.,.. USWLL1 4001 SO PAR 9-2a •,•,• :• f..• tit.••••C:!. VEO AS OR No MR • 1111444k �� *PP COI[r/COMM MOON comma nun CSIV W. ' MOO.WE OTORAr IC62 WIC ........ (amaEq I. OW EPOS W E{OIRO 1141 RIE OR AID. 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ROI1` {•,,,� j .. r sox co UER Of M 971.A*MT,1 IRE WOOS amp MN M U.S.MO ND SEW,n E04 M COS A67K f]MEAO Elyy Ian AAIMIBUD E E004 W CO WOO RMN M SEW EE ! I 8 1. USE L•W r WATT SM S a ORISHO R0O1 f0R 90 B C M S0.DM PASS OW1 TH WOW AS SHOO. 4E414.111114 111ES 6 1 M WM 3711.1 E POOLED WM]✓A•INYM NOT ACCEPRNL RRR MSC WEAK OMP1ESd WHO CMQ. _----. - IGO'woo WON Sou.et inCitiOn OS clISTIC a01RO I L MRECESSMn'W NAM[OTERW ROT TOMO wW �"1 4 WO WIC WAIFS ENS E BUT NOT TO TIE HIRE M PUBUC EaT-1-RM. r to 7• C 11 Cl.REE I�� SUM 11O VSOLL PIRPOS[,COT NOT EWE[M 100'w FARE[K COO. UPSWE AREA WS®1 PERWAENIL7 SWUM Mf E ROLM W If w M STES NTH UM MN 1 I -I 7. MDT FABRIC WDMES S OL E N PCCIM WdE1RT /OI[a DOOM SOR.) R•ri w PROYOE]/.•-1S' _ NIP L101 ROM MO AT LEAST DOT LIMO PRONXONO 3/4' BAOIRI 't PRttMCEO RvrALL AIM EPMRS SMAE E WOE N TRENCH NO ON MTH SOS I�� {IIICOMRT. Of Rtd R/OC NW ON M AIIEACE. r w �� : I p&:am POST 4F. O I am RICE POSTS COSMIC MORI IMP . OR WEAMESSROO TEMPORARY SILT FENCE - TEMPORARY CONSTRUCTION ENTRANCE TYPICAL DETAIL TYPICAL DETAIL SCAT.WE SOLE:101E ISSUE FOR PERMIT Harris Group Inc. w-,m{L S M 1a MOT ,R„®' E�.M w ••_ • •••• . w ' -�"" STAWARD DETALS " I" 1 aa.0 1 . BOEiivc• ourr -� �` �C513J-1 a RENTON SITE {„IR{ �'• CIA WSIER ENO RM-W-CSiv-I. • CAN.WWPILS A GOO WA TOMO/roe 906I KSIMMTMT wOE COI ts 2 11.104.0113-0,111 I. .BD K NG R�ry�mae Q mca ROM FOR eKOIFICAt a ww Ib Iau�e�" r l� r pnl ,ANT RESTRNNT NOTES n6 9[Ei DODO I. 119knON MOO BTAR. 93 tInlul aaoae Fa I.ALL 14DOK&art�OYPIT BNRS 9W1,- �mor` nR91m aPaE KIWIS KNOB 1rDD1 9DEs B mks IIaD IkCAlri ROOK*QNO ^�w�s I NDa2DlIAl flT1.lO DETAi REST 84. t!d mks IIW 74*2 9Vet M - I' , It PIPE FUO UK II=q0=I=I��! I4 1,,T - � iTIOR ZOIC PP[RTMtwo SIAIP[D n IRgRwerpls ( Ia91EI teaReRla) RRANER Twr•9164 TOKS.PC.A ao-a010.w a__ / TMrzR lP4rM BG(r L(3JDl ILjO') EADTSRES `(PEN PlA6) MON aO PP[RIM V.i ItOD I[OYUC 9VLL! oco!STBrPP[rpD lOK CAl4CT rALTMT IOlIUIL(J•1111iID1 IT'). 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Jm II/1 8 2.0 5/8 I.5 NDI TO SCALE 22117 II 2.2 5/6 2.0 R7 I7 2.6 5/6 2.0 FERN MRUST MON • NECINKA N OOS 0R 6' JOo N 1/r I I 27 5/8 2.0 To WAII#.C OF 1409I2101.CPO root TON All 0.u0 OR SO110 SIF[VE RAIN I100 0,/7 25 2.9 5/8 2.0 OT1uIG I100 REGALIA FOLLOWER = ILL PRIo 19COILUE MOOR 0.NA w Al 3.5 5/e 2.0 KNOWN.FLANK OAKS 9JM SOES BO1N 9BS e' JOD II I(r`16 1.5,sro 2.0 (PER PI.VIS) LEAK Paawrz SPACE Mi� I.I - _ 7 _ 0 1/7 Al 3.6 3/e 2.0 ��� FMCS ETG FOR ROOK a ekli �����I�.q _ _-- J[P z ro 4.1 J/A 2! yR�. r 250 II i/r JT 31 5/1 7.0 ratty SCES a MOST 0//f se 4.5 1/e 3.0 BOCK rad ART AVE KM u.s. / IJ2 5.1 7/e 3.0 RATER uNE mx art PPE w.N-/ (LZE PKR NAM) - . APg7CAw1,fray PPE 9 0 10K CASKET CUS.PPE KLO LOC ( ) 9 M30XAIES //,//~ ' 2 a TWAT&MX (COMES) ) I IIINIo/• 11Q61NRef2 SOL /7//- KKK AREAS' lv,7G40y HORIZONTAL REDUCER OR SOLID SLEEVE �e TYPICAL BLOCKING FOR HORIZONTAL FITTINGS HORIZONTAL VALVE JOINT RESTRAINT DETAIL JOINT RESTRAINT DETAIL ,r1�` OR VERTICAL UP BENDS NOT 10 EKE NOT 10 SOU V. NET TO SOLE 'U' nW2aNIAl SEE 1NPO.r 0.0ODIE FOR 0.0CIa4 NV'7En1OAL BOO SEE IMVsi IIORRENTAL nmM -umNlwl 9Aol(S rd TTPE•:OR 11'P[7' �� R elnuoc MIS 9.R RPEI1016 1aCIYPwAl PVT AO NUE oN'ANQj'a Slit S 1 0KNot LEEPS'(OK 91E.N) TYPE'9 eloCIDIE ./rya. N[1, i FOR S VERTICAL BNDS �`-"i NON aO APE R/ I 7 P L `�\01.jfko BANG ABA RED9[D Al PPE AEJO LOVE roe IRCROMAI 111 CASKET(ODOT.KCS) E I I-.C� giri r�a�vFmrx ONO L.11.0300110 I 18*0 2 nR Boa OO�y �Rz ac<Q hy P I Cf M L ,� i:'� eEAN'a WA(sa R.) HORIZONTAL DEADEND JOINT RESTRAINT DETAIL 3 RQ S�MS Kt bX 36: BROCA IL INMr dm V��, POT ro SOLE l00 It 10 ].I 5/I' 2.0 NORIONIAL TKOS?slop( 6' 250 IS. 6e 4.1 5/8' 2.0 TO RERRCII TWAT ROCK NmIMwC4 art 01RSRE PON e' 250 IT 123 5.0 VI' 2.0 CONCRETE PDN INE BKD MN IITMI IrtCAIIIE 17' 250 IS' 7J1 6.1 3/9 7.5 FOL ONER ELANDS MTN SIBS 1PaTURSIED SOIL TYPICAL THRUST BLOCK AT MON AINT PPE ANGLED TEE RCNui PPE rCI10N MKT NOT r0 SCAM (CENINUES) rTro1 FONT PPE*TN uS. / (PK MD 5)iaK rwuEr TAB[7 MOLE • MAMA DENECid AAL IFIIOTX I[DIAIEAL JEI11 PPE *PION RAM CI BDANED OVUM RICO KIRK AREAS(SO 61) WANK DE11LCi0K PRO J000 II?9.0005 RP TYPE SEE C'A N f•ORIG MN RATER FitoKS.2e0 P9 a ___ a JOMR b'9E0o4 FOPPPE 22�� (IhR (20-FT StRrcll BOOS 9:Es P9 I BE O B90no uEs (In°N) ENCIN) LZN:M) LOCK ISSUE FOR PERMIT NJ 9' f-01' 15.5' 173' 250' Tea' SEEFOCAL BOODIE I'!e' Teo I 2 3 e 9 6' 3'-33' I15' IS' 290' 320• Ca NDRT&OR 510164 OP OM BENDS MKS Ilalrpa w HBRIS Group Mt CA I' 280 2 J 6 10 7 e' 7-10' IV II' MO' 960' IE' 2e0 2 9 e 16 IT IV 7-90' 10' 11' 390' .,o' VERTICAL DOWN BEND AND OFFSET Rend.I'CAR. IV 280 J I T2 22 II Tr r-40' 10' II• .In' 91O' 101 TO SCALE .r.a+. / Oe.Ot91 199 Tom-pD/R IrK .m A. RUM A *wee OW We / s om a.u. •�•• •• ',Jar/PTA'KTn ••• ,I+AR STANDARD DETAILS 1 awn 1 0 rw low ,avem mw - OLBOEZAW* uk'''' .A RENTON SITE _� M5031 ,...„. 'al.NRIER KOOK RM-10-14507 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Survey, Drainage Control Plan 2N Drainage Report 2 ' P✓rc l N if fW4a"(( 111 pi/O.) , v� "� %'��tiue Elevations, Architectural 3 AND 4 Elevations, Grading 2 A , ',1: Existing Covenants (Recorded Copy)4 Existing Easements (Recorded Copy) 4 Flood Plain Map, if applicable4 x, Floor Plans 3 AND 4 Geotechnical Report 2 AND 3 Ant, Grading Plan, Conceptual 2 Grading Plan, Detailed 2 421,4 King County Assessor's Map Indicating Site 4 Landscaping Plan, Conceptual a Legal Description 4 .......................................................................... List of Surrounding Property Owners 4 Mailing Labels for Property Owners 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) , Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Postage 4 Public Works Approval Letter2 A/?(,(,� Title Report or Plat Certificate 4 Topography Map (5' contours)3 Traffic Study 2 Vt0 Tree CuttingNegetation Clearing Plan 4 U Utilities Plan, Generalized 2 Wetlands Delineation Map4 Wetlands Planting Plan 4 Wetlands Study 4 .� tNf G This requirement may be waived by: 1. Property Services Section PROJECT NAME: QQ‘Lt t 10.-k,o / 0_6s- 2. Public Works Plan Review Section t� �En`6 coot-,3. Building Section DATE: AwvSt 2-(A J l` `q 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls CITY OF RENTON Date: h v Gd51 ZLt 1 l 17I Development Services N 0 _ 0 0 81 W r A-cf q— t2,\ Planning&Zoning —A ` 235-2550 City Staff Authorization Boeing Contact: RI G4 rQgb Project Name:1;0'ti.1 G c_O-b^Orto 4,7 - Organization#: R LA 6`8 �JNi Work Order/Function 78 2-t I 1 Appeals&Waivers 000/345.81.00.03 Site Plan Approval 000/345.81.00.17 Binding Site Plan/Short Plat 000/345.81.00.04 Variance Fees 000/345.81.00.19 Conditional Use Fees 000/345.81.00.06 Planning/Zoning Misc.000/345.81.00.20 Environmental Review Fees 000/345.81.00.07 (OOO.°" Maps(taxed) 000/341.50.00.00 Grading&Filling Fees 000/345.81.00.11 Photo Copies 000/341.60.00.24 Lot Line Adjustment 000/345.81.00.12 Publications(taxed) 000/341.60.00.24 Routine Vegetation Mgmt. 000/345.81.00.15 Postage 000/05.519.90.42.01 6.c{3 Shoreline Substantial Dev 000/345.81.00.16 Tax 000/231.70.00.00 Other(Description) OAcct# Amount Approved For Payment: /V Total: ‘6O 6. 93 Boeing Representative Signature DSpinzn201 7/31/92 it **************************************************************** City of Renton WA Reprinted: 08/24/99 13 : 11 Receipt **************************************************************** Receipt Number: R9904215 Amount : 1, 006 . 93 08/24/99 13 : 11 Payment Method: BILL Notation: BLA#6-8W5V Init: CRP Project # : LUA99-121 Type: LUA Land Use Actions Parcel No: 072305-9001 Site Address : 800 PARK AV N Total Fees: 1, 006 .93 This Payment 1, 006 . 93 Total ALL Pmts : 1, 006 .93 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environmental Review 1, 000 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 6 . 93