Loading...
HomeMy WebLinkAboutzR-4001Set (2)CITY OF RENTON RENTON MUNICIPAL AIRPORT/CLAYTON SCOTT FIELD Sheet Index TAXIWAY B SYSTEM REHABILITATION SOUTH PORTION RECONSTRUCTION AIRPORT STAFF Airport Manager - Ryan Zulauf (425) 430-7471 Assistant Airport Manager - Jonathan Wilson (425)430-7477 Airport Engineer - Ben Dahle, PE (425)430-7476 REID MIDDLETON Project Manager - Kurt Addicott, PE (425) 741-3800 Project Engineer - Randy Hall, PE (425) 741-3800 Project Designer - Wade Brooks (425) 741-3800 PROJECT NO. 001-2013 FEDERAL AVIATION ADMINISTRATION AIP NO. 3-53-0055-024 JANUARY 2014 VICINIroTY�MAP ylss City of Renton 1055 south Grady Way Ry2 Renton, WA 98057 Ph: 425-430-7477 LOCAT INOTDONN MAP COVER SHEET AND ERNST INDEX MMD AND ABBREVIATIONS PROJECT LAYOUT PLAN SURVEY CONTROL AND LAYOUT PIAN SAFETY AND PHASING PIAN PHASE 1 SAFETY AND PHASING PIAN PHASE B SAFETY AND PHASING PIAN PHASE S SAFETY AND PHASING PIAN PHASE A SAFETY AND PHASING PIAN PHASE S SAFETY AND PHASING PIAN PHASE S STAGING, TRAFFIC CONTROL AND SAFETY NOTES AND DETAILS TEMPORARY EROSION CONTROL PLAN EROSION CONTROL NOTES AND DETAILS TEMPORARY CONSTRUCTION ENTRANCE PLAN AND DETAILS TEMPORARY TAXIWAY PLN AND DETAILS PAVEMENT REMOVAL AND DEMOUWON PLM PAVEMENT REHABILITATION OVERVIEW PIAN TAXIWAY E PUN AND PROFILE TAXIWAY B PLAN AND PROFILE TAXIWAY B PLAN AND PROFILE TAXIWAY B PLAN AND PROFILE TAAWAY BB PLAN AND PROFILE RUNWAY PCO PANEL REPUOEMENT AND TRANSITION PAVING TRANSITIONS AND DETAILS Txwu TAXIWAY CROSS SECTIONS Txwu TAXIWAY GROSS SECTIONS TYPW.LL TAXIWAY GROSS SECTIONS TYPwu TAXIWAY CROSS SECTIONS STORE DRAINAGE PLAN STORE DRAINAGE PLAN STORE DRAINAGE PLAN STORE DRAINAGE PLAN DRAINAGE DETAILS DRRINAGE DETAILS DRAINAGE DETAILS FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE FIRE WATERLINE PHASING AND NOTES FIRE WATERLINE DETAILS COMMUIICATON LINE DETAILS PAVEMENT MARKING PLAN PAVEMENT MARKING DETAILS TAXIWAY EDGE LIGHTING LAYOUT PLAN TAXIWAY EDGE LIGHTING LAYOUT PLAN TAXIWAY EDGE LIGHTING LAYOUT PLAN TAXIWAY EDGE LIGHTING LAYOUT SCHEDULES AND DETAILS TAXIWAY S DFXUOUWON PLAN M OF A) TAXIWAY B DEMOUWON PLAN U OF A) TAXIWAY S DEMOUWON PLAN IS OF l) TAXIWAY B DEMOUW001 PUN U OF Al TAXIWAY B CONSTRUCTION PUN (1 OF A) TAXIWAY B CONSTRUCTION PLAN (E OF A) TAXIWAY R CONSTRUCTION PLAN (S OF E) TAXIWAY B CONSTRUCTION PLAN (4 OF A) ELECTRICAL SYSTEM DETAILS ELECTRICAL SYSTEM DETAILS UQHTING VAULT DETAILS CONTROL DIAGRAMS CONTROL DIAGRAMS CONTROL DIAGRAMS CONTROL DIAGRAMS L4E1 WRONG DIAGRAM ® ewu,am 0 AT MEN, KK OWMET.M,M M-5501) 0 ®� �,�wE,oa µEPoM _WE N urc. �. ®III FE @ M) ®... .ol w �� REMOVEMos _� ===_ . WW,r,�fl.. �06� j1VwW) ow a NINA ALMER Am AM ALI —SD—SD— STORM ME W 81"Cloym, ME M :„En .WE . CE ,.—,. AkCOME III Of E�Eo WE `e WON,~ � ALLEN ME�.E E�,.,,., g AW. WER ME ON, Quo"OUT OMNI LVE VIA exclum. NI CEMENT TRENTED WE PAID WOR PAN Ro, MV... ME DUCTLE AM WE ULiIALI APE:L.'4.'."i`�.'iysti vrt-nEerto WE WAVE P- ) . S[ e P MI WE .. e:..'...'.:. w,wu em,nu E 11 .u.. M TAMMYEssnmc. wELo .7.. ma MIAMI E wu�aw MONEY EWARK, ® PW a SWING ARK, ARE', m END of pm MECOI .W s EW OF .�EM O . IV �.o � w REED A 0 �.o E� MI W �.o W HOM MCI ,E. �E ..E I MONOPOLIZE �"Wor lc I o jow ��p.o WN IV m No x �M:aAM a LONG sI ® womµo slowE comma E. PAN N NOM MENTHING ARAFEE �B NI IN COZZI — ES .) : ;o NOM -DRI FLOWN _SDF—SDF— olood OWN OV OWWf FREE ZONE —W— AWAY MWV PAN, K ANN OF CURVALURE RI OBJECIF FALL AREA A NEW OF NNERSECTON TWA, SALI mr, PW NEW ON MAZE TWALY �m WE AREA Por NOW ON DINKI — — — —m— .,� o III —0— OMAN NAME WE AMWAY flaaM.,A,. —"—X m � �Wm..i MOM o ■ .., w WIN TAXI i m� _ M,.AMI WMACIA? MAL PENN ICE: LD III VOL, "10DRFIS FIMA�� MIME PAN N WE m IR m < _REOPEN Cop �n.E, IF .w = + a m ,.�, OPEN MANAL r3 w ® .or. ..a,.. VuEcr WE ARNIWON � FLAT 2h w OWN MIN CLEWLF TOM TOMMY AFFEET, ANS, EDEEZ we ZEN W"AL w UNKNOWN � VOL ,wcx SLOPE wiulw WML eo wan below. �waaR„aAMR o.E Call l �� PONT OF CURNATURE mm rw as En rF.n Now of.�c. .ore F=1 Sgfl I/ Vol IF1CPOSC6�N0i y'MANY 2DI4 SEC. 7 & 18, T. 23N., R. 5E., W.M. CONTRACTOR SiW x4 PoEW'ANY ALI FPWI GEPUE1fA PNO uPGprt igiFx COx,a AREA YJ CON FIR 0 � MUSEUM (RH,S ONLY) /IEfM MICE Y �E�ETER� J ao � RD �Q=D 0.'D aW aM 6» aro aD aD aD �T aP doP �6� IL rx� M COCOMING MEN BB WL LACES) azo � °o➢Qa� I� _ -- -- - -_ - --—MM�_ p -R4D _UI` p6 ( .,YS SAND �e) AI n �L ✓3a v p vl bp E 1 xeanExvovwl' co ~ RUNWAY 1830 ?.� a 0 r Y 1 b �DAW`S¢-saBET G23 FOR DEiP o m CONTOf RACTOR wuL �m , - — RASES 2 AND 3)� BOEING COMPASS POSE aui«x TYL' i I a� Il LL N " x �' A _ a4Ex4 P.xl AXING FILLI "—I 200 No GENERAL NOTES' 1, CONTRACTOR SHALL AFFORD A SAFETY COURSE BY THE AIRPORT FOR NFINTS AND GAINING ON THE TAMMY CONTRACTOR WALL ALSO ME COMES BY THE ARFACK AND EQUIPPED MYTH A CONTRACTOR PAI AIRPORT RADIO MY ACCOMPANIED By 0 AIRPORT EGI AT THE 2, THE AIRPORT SHALL WAY APPROVE ,�aooaa°4"CNSEE c/a uuREORAMENI I THE CANTINACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL REQUIRED AND NECESSARY THROUGHOUT THE DURATION OF THE PRODUCT SHALL FOLLOW T OPERATIONAL PROCEDUCONTRACTORS ON 'ROA AREAS (AA) WHEN DSEE SAFETY AND X WHENED NECESSARY, ROADWAY TAXERS CONTIA). CLOCK THE AIRPORT TARGETED? FARGO SHAL. NO PRI BY THE CONTRACTOR TO CONTROL MY HORDES AN EGRESS FROM THE AIRPORT PROJECT STE ROADWAY TRATIRC CONTROL SMALL BUT All. GOAL CITY AND STAFF REQUIREMENTS THE CONTRACTAFF IS RESPONSIBLE FOR ANY TMO CONTRA. P -All DEVELOPMENT WHO REVIEWED TRAFFIC CONTROL PERMITTING, AN OFFER MEMLANEWS UNBEATEN TRAFFIC ON ROADWAYS DRUM TIC THE ALL AEw�`E°ONDE wSIwo REGARDED NECESSARYTO RETAILER ADEQUATE AND SAFE AN CONSTRUCTION TRAFFIC AND RUNNING LENwre°.LARPONATMAN TRAFFIC �MEARAREQUIRED NOSE DISTORT AMEN - COP OBJECTS3OR EQUIPMERY WOULD BE TALLER Tux u rncELEVATION wmn son\`wcnms FAULTY 6, WITCH STAINING MEANT THE CON "M PROSECT COMPLEVOR, CROWN PA A ALL STAINING AREAS TO AMC AND RESONATOR OF ALL TO THE am. MUSING AREAS sN ucwT& 7. BE SHEI GIA THIRD GI 9 FOR TAXYWAY 8 NURSING,X CONTRACTOR GRAND. ONLY USE APPROVED HAUL FANNIE ASSHOWN UNLESS AFFRIGAR) BY THE AIRPORT AND ENGINEER IaHiJY SM SHEET SITS RON CARGO INFORMATION oAwxnbelow • Kx. Call moreyoD as NOTE F IF �L�WOES�NOT ORgfl�y' D F SIM 0 F >r c <m Z 2AL 6 Ee C - MAIL � 0 �r g aN FIX Q oQ w �3 a k� 0 SII TAXIWAY A SEC. 7 & 18, T. 23N., R. 5E., W.M. TAXIWAY A o E12F I o °NEW /PoNIIIGB G% o N IS SA 10+0303 _ �l3 u o \ lUH E -129833706H AucxM3XT EmI' p I H r RUNWAY 16-34 Iv _vm..n. asv 115%.PoN-181527900 SR]I I&A w E��—� r m r r r Fr r _ rPo.Po a1n y b MxmX w e) -- l 12 N REENAVIDAMPHIL SP TY 86 N SEA /` i W wn EE.2bvW OW a ynwo z9 N) ' 11N+M� AIMS) 4V 7A7VAY 7-315541 TV 87 N NI .SI1 ].« e.5951Po36 TAXIWAY A i w pa wNicN RM 101 xb.IbNevµGxrea SANE.,Ab301 I EbE255 I TAXIWAY A MM b (Ralrw w ) R®DAN ee"' Fn1396)S&W SPOOK r r a r r r r E r r r r r r r. SABA o— — — — I — — — RUNWAY 16-34 i �'—' x"� = DID w�—r--r----r--r—,j-'�---r--r--r------r--r--r. Po Z i fv x xanl ��' ` w W WIN IN CSSE DATUM: .X SHEET 00 DAM oNes, I sEaw xr[xowmamFu elm FART FUJI 0 P All tW WI DATU 9wI st + P}��" FIe➢BeMSf . �yy EDI 16 DNi�enl xcx6ax)u DATUM Eqi ds PROJECT US a� UI a UPS ME REMENTS USK mwASHNirvaw STATE PISTON. SmOu _ — Po ------- _ _ ARMAE DATUM ME SERUM DATUM FOR w5 SNI A HAW NU < --- --- --_ eAxo w Ess MEAaME1exI5 MVIc ,re RvsT RE.cRwre STAIwx xElwam. x ww.M.r. TAXIWAY B ,vw^+')"E DEPENDENCE xwmxc EASmG EIEVAnw GESOMPTON POINT Bam u 8 1851 18015)96 LpatUaw - POUMONUMENT )AIX w IEM uNawG OrW — 1.3980ONIW SITP'FRADO10 iim TCOOreMPETE TED ONSIE Am 1 051x11 ¢e.W AM I HIM Sm 7 MYTH MAI 00 57 i Na:Hz:o-� ¢Bi IN KA 5 IN < ®zeee.n 1,295.451 10,05150 IMAM 33W 9u 5 ® Bu 6 0. LB LAB.A&M ME0 Bu 8 BM ) 1am 8 111 1] MO Ip0.r00]3 u]ITT FOR M Am Am HIS 10 111 90@851 22 IS 8 AT il I� i I 1 I(now Mt'e I18IOW. Call mNrePoM as NOR ADJUST' DOES NOi NOT MEASURE 2 tm n %-22 1K 5-02 F/Elm - SEC. 7 & 18, T. 23N., R. 5E., W.M. M „/u2xART mrs w TAXIWAY E7 I - r o ON 0 NA 2EI TO NA 201.SND W IN yIIy1I Q M 0 IDEA DI IS 5n120aD D.❑- PAT 15.91 IS EPA 22+50 AND TEMPORARY DEFINITE DOE M1ASx6 AND oPWnnaW ran1E M zxEEr 01.10. A AIA �W ON 8 STA USHER TO ARE 11+50 I;�EI � --4--------- E• �!\ -\\\------ 2, ALL Pummo m WF%EMS sxML BE 5611MLv OTE TO PREANT TO '"of"%POINOW H 1111 DO DID TEMPORARY TAXIWAY-� /\ 1 1 CLOSURE MARKING DETAIL STOP BAR DETAIL aMEN 2 GL6-G1.9 MT ID MADE 6DD - g� I NEED — RUNWAY 16-34 - --- ---- MA A, - 8mm 0 -----AMR A, �❑ N, %-22 1K 5-02 F/Elm - SEC. 7 & 18, T. 23N., R. 5E., W.M. M „/u2xART mrs w PIT 8 DOME 221 - r o ON 0 NA 2EI TO NA 201.SND W IN oNDSEPAIMIRm1NER�VDM ] M 0 IDEA DI IS 5n120aD D.❑- PAT 15.91 IS EPA 22+50 AND TEMPORARY DEFINITE DOE M1ASx6 AND oPWnnaW ran1E M zxEEr 01.10. A AIA 5RESPONSE ON 8 STA USHER TO ARE 11+50 --^ --4--------- AND rzuPOum TNI UNARM -\\\------ 2, ALL Pummo m WF%EMS sxML BE 5611MLv OTE TO PREANT TO '"of"%POINOW H - NA,"wu P RENBEET' RUMORS A DO DID TEMPORARY TAXIWAY-� /\ 1 1 CLOSURE MARKING DETAIL STOP BAR DETAIL aMEN 2 GL6-G1.9 MT ID MADE Gt\-819 Wr TD - g� I NEED — RUNWAY 16-34 - --- ---- MA A, - 8mm 0 -----AMR A, �❑ N, PLNE 1 BRITS —0 '� ❑ 0. OF B ftn 2H5D xeair PtrNKTq Wup 8 A LEGEND: ms L m e, m IS, aQ a m n e, m S O NOTES ALL AUSEC FUNCTION AS THE ART VEHICLE AND AM, RIM m— —,ft— uOu P AIRPORT SUPPORT VENCUE NEON SPUR, s I I j x swLL BE wcm cx JF 3 M TA'(Wp CEXIEINIE or PAUL rrwrRS FIE DID DO DO E $0_ E oo g EoDO TO BOEING n7a l PAINT HANGPR o 5-08 5-50 Y _ PHASING WORK Ml5 rWYG wal« el£fl M „/u2xART mrs w PIT 8 DOME 221 - 2 ON 0 NA 2EI TO NA 201.SND W IN 12 ] M 0 IDEA DI IS 5n120aD IF PAT 15.91 IS EPA 22+50 AND TEMPORARY DEFINITE DOE M1ASx6 AND oPWnnaW ran1E M zxEEr 01.10. A AIA 5RESPONSE ON 8 STA USHER TO ARE 11+50 12 AND rzuPOum TNI UNARM 2, ALL Pummo m WF%EMS sxML BE 5611MLv ` DONATIONS �D OWNS AT A xo1KRAi2 D ARRINK r xM BE OXNI 11AT WAR 4o> 4oD - <oxpFlED ON NEW ONE PHASE AyTMEE � NEED [ DOE M1ASx6 AND oPWnnaW ran1E M zxEEr 01.10. TEMPORARY MARKING NOTES a I. WENT CLDNM'M' UELUND PW MINS Ms SPENT MOVEILM Wf M W NE 2, ALL Pummo m WF%EMS sxML BE 5611MLv OTE TO PREANT TO '"of"%POINOW H - NA,"wu P RENBEET' RUMORS A DO DID TEMPORARY TAXIWAY-� /\ 1 1 CLOSURE MARKING DETAIL STOP BAR DETAIL aMEN 2 GL6-G1.9 MT ID MADE Gt\-819 Wr TD - g� I NEED — a �o <z DO DID E - g� — CONSORTIUM DERS - i 5-d Awam ADDED SNOB xeair PtrNKTq Wup GENERAL NOTES: LEGEND: Z Duo O NOTES ALL AUSEC FUNCTION AS THE ART VEHICLE AND ® srNM a AIRPORT SUPPORT VENCUE NEON 9M�n MARINE MEN E SO 2 THE CONENOTOR SPERELL DONATE AND PROTECT ALL z UNDERGROUNDK IN THE E UNDERGROUND LOTTED T O R`iw OR m TSun T2EM TM2 cs9P a IEE o SNP n - m c1�< a rmr oE4 - SOPEFTED v ALL CONTRACTOR AND CONSTRUCTOR VERALES SPROUL BElw IN THE (ORNINANTOR ASSETS ATEA WHEN PDT IN USE OR FOURTH MISS sil. 9E NEI TD ORI DDNDmON. M M w J Wrr To TE9R OR w PLEADED PATH A -. Kw.AI aw a:o a:o wmnnw wuL NOW ;� $ EU READINED OTHERWISE Nx�IDOTA00�wiMa a HOW HOW aw wu AN 9 M[Dsxm uzC 1AN� 0 DU ¢a GONSTRUGnON NOTES: NTN AUTOe BE o ¢1, } 3 AMMMET HAVE WE RIONOT-OF-AMY AT ALL FRED, ESTATE sox, sM LL NATO SHALL SOMPAND TOLD TO ML ARAMPT DETERMINED e B5 xxa Lam. ENE SF ASUNDAT UI IN THE TOLD THE UEUI MARKS MADE HE ACED GREATHAN 10 BE ELDERLY AND SDE BCL FOUND THE M '��'�EmxHEI AND SURE PD (NOTE A REOORD ORAWIXO M 1DD 1M.wDro A KnowwwwNbelOW. DATUMm NR ENTER IKE SHOUT Du INa1RATION m v IN PUT I NN E��WCEAMPS CR fl�1' 0 AOIV /1C tm b Ti Jill BECAME SO MOSCOW,� SENSE 2 rIf o, m, TAXIWAY R]� r SEC. 7 & 18, T. 23N., R. 5E., W.M. . l\ o o- I\ ro ❑- Rl4 R MS DOE m* O m m m m DOB SW ]1♦]0ON 85 SHE = Wim.= = =tea PHASING WORK MI EDWINTNSA av 20+00� u«o0 LEGEND: CH V 07 (SA rvECTOW AND Mm DOUBT Of K MOW TAYIESAY TY 10 t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES NS STAND; AND � 8 STA WANTS ®naME SAN TAXIWAY B6 t a so a I ao a o ED z a< rz Rim ❑E WD Tcuwmn TDCAAMY LOIASCII ME OF TE B INcUEEW E DODN IANY EL E PHASING WORK MI EDWINTNSA av 20+00� u«o0 LEGEND: CH V 07 (SA rvECTOW AND Mm DOUBT Of K MOW TAYIESAY TY 10 t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES NS STAND; AND kE NEWxu AND ®naME SAN r a so a I ao a o ED z a< rz Rim ❑E WD Tcuwmn TDCAAMY LOIASCII ME OF TE B INcUEEW E DODN IANY EL E t—z � SIC 0 ._T ONES - I" EENT Anus W BE KNOWS COMMON. M M w .wren TPa BTue < SA 21 ao ao ao mxlwnw HALL '^ a US PAINT HANGAR o N S 5-d ANNEINSHINK DOM AND o s. SEE W .. ai G.ESA rmsnPnorn UI Ma WAS. SE m � m AWAS aTE 2 2 5 -OB 5-50 _ to -, rosmxcmN:!c os seTE MIO FlUMENEIR WITHRAMSI 3 PHASING WORK MI EDWINTNSA av (4N LNASAYS) LEGEND: CH V 07 (SA rvECTOW AND Mm DOUBT Of TY 10 t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES NS STAND; AND kE NEWxu AND ®naME SAN r iFEWFEW m-wr ELL wxlu[ EASE. LONEWS011 5 ON 8 STA TOSHIO T) STA THIS) rz ❑E WD Tcuwmn TDCAAMY LOIASCII ] OF TE B CONSWOUIC'EON WALL ME CONDUCTED OF ONLY ONE COMMENT AT A TIME WOW MAY NET BE CONDUNTED OM MOW MAN ONE MADE AT A TWO INLESS NOTED OTHERWISE SEE WHESENIN AND OPEEMI FABLE ON WEElf GI 10 f� emom ttNrnm _ GENERAL NOTES: LEGEND: Z O t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES NS STAND; AND kE NEWxu AND ®naME SAN r iFEWFEW m-wr ELL wxlu[ EASE. MITI MAW AREA SEE FEEMKMFEW < m INcUEEW E XUKEE'*e O a ] Era xwL�TUMITATIONS csP SIC 0 ASSUME IN ME COMERECTOR SCUSCHISE WIFE "EN SEE IN USE - I" EENT Anus W BE KNOWS COMMON. M M w .wren TPa BTue < 5, FAMCDOW SMALL ME WOODS IFFS A -. wvuLE ao ao ao mxlwnw HALL '^ a US SPECIES. ❑Nlas NOTED OTHERWISE N i ANNEINSHINK DOM AND o s. SEE W .. ai G.ESA rmsnPnorn UI Ma WAS. SE m � 2 2 a o'a CONSTRUCTION NOTES: FlUMENEIR WITHRAMSI 3 r >r G] NRCRAFT HAS ME - - SHEL STOP THIS DOD TO AlPxwxr OPERATING — — SEES MTU t e h L, NTRNFRC EN xwL NEST. TO 2 THE C��TOR SHALL MUMMIES THE FUNDED MORE AWA A)UI LIMITS IN THE HIM.) ME NUNEATON WEEKS F SHEALL TO AXED NO DEDUCED? THANT BE FEU PACT, SHALL o ME CLEARLY VESTS DURING THE ROSE AND MOST. SI BE TIM 18 INCHES IN T, AND WELL NET DEBATE A TTHESE GG wvao TO an KnEMwonbelOW. Call IwTOreycu as DATUM: EAST W, Tw DATUM IWwIACIN .`OTE vINS m �LTWONTIA ESS ORgfl�1 a-aonmfi tm b Ti 7 JI I EI�II� �M x Pw.E 3 9 X-2 ---- 1 5-02 m SEC. 7 & 18, T. 23N., R. 5E., W.M. D. RUNWAY 16-34 ---�-- --_—� .o —❑ PHASE ] MFE yM B 511 RRi50 W—W IN 20i ]5 TAYWAY Rim III so 00o ao x oMING LEk3E ° a gRE SE At z D,.. g � TOR ICES ..t RE t .. S ... n o E o CL mux /— CL .on / PAINT HANGPR o 5- CESS 41x 5 -OB 5-5p �� qp MISTMEMx.viE55 Grt VW EWAI BEGIN) XNARSTIVIIATTI SN 3Lrw / ❑ ❑- PINSE ] MET —m MBBAN RHN m m PHASING WORK AM %19Lm ,ltt NL CVExpF pK) Nx M 07 CONNECTOR MO II MTH Of IS M D SN S2+w, GENERAL NOTES: LEGEND: p 1 T4VINtt #NE R tIMFA IFYPoDMtt MCONI TPu LULET,aam .50 AND RWRY TMIM MV^D Nn rs.SI TO RNA 9.50 M 0 TM 5 ITT 8 STA 10+87 TO STA 11+50 12 cE AND rzuPMAPr MANY La OPTIONSOUTH 5 2. ME C NSI SI MGR MD PRREFECT 4LUNDECmNNG OF TV 8 ON AM TH01 ONE PHASE AT A M. MEET HEFED (TIRESTRIGE. SEE FHHMG AND MIRTHFUL TABLE SIR THRIFT GIAD ANSPORT BIAGGI Fsn GENERAL NOTES: LEGEND: p 1 T4VINtt #NE R tIMFA IFYPoDMtt MCONI TPu LULET,aam v xn TM suPPAr wxu flouRFKARESTSAI 2. ME C NSI SI MGR MD PRREFECT 4LUNDECmNNG JI SFE IIEu K IN ME CSPP, v 6 } FOR KUL RATE iPYFC WR1MX6 SEE 0-6 IN ME CSW. e xxR A Al AND CONSTRUCTIONS KxLIES 9WLH THE IEARRRMT RANGING m SIT3m W VIM ED IN CMIGCTOR VAENG NE1 wIp ql IN USE PSrkixi I� Q swu BE ICSICFER ro OPTIONAL CwaM , MMM NImurr ox ANE '^ a ti ' bPoMMES 4 H PUGGED V1111 V-. TWIM! IXD IXD IXG WIITaCTCn xwL M.IR T}A a SPx]I¢, uxlEss SAID ompnsc 0- Qy Qy Qy GAINED NAL MD I m z x. I SHEET CT, FOR P TRJNNS SET o SISP SAKE SEE } >>a CONSTRUCTION NOTES: wroINTO k If --SAY 11 IR xmMRM N THE RIpT "` IU. VRIME yflp yx, 1 SEEe F < A HVHL 1 smP xo T+m ro .unrcwn axwTro HFM NUL AIME. = 2 . THE WxrtHIM slWy DEUNERFE FRE RISE ATTI MG , ~ SI IN MEEFM EN)FEMMY91 O ANSI H SPKEO M Mw 50 FEET SIAL BBQQDo MAW xa SS FR wN F, SHP SEE E mMv R CIFARLY RIM TNM, SR WH MI E ,E551xw 18 �R IN ,pdF AND slWy x01 MAX[#1 00 NzwO ro m. KHox xwnbelow. m SKID 4E 46i@J,a wNxlNRunnp.`ON NI�L�mCESOi (GAUflM1' 0 AOIS.FS7 utm Ti O ❑- Im RARE SEC. 7 & 18, T. 23N., R. 5E., W.M. II SOON W 10 REF ��R TEND W I 9A 22+50 w, — --- —m EI, — —m — -- — , e 12 3 CONTINUING RESIGN AT TOMBOY ME Of NFIREM WHILE 1flNWlI 14 M e SA 15.51 BE SITE NEW MO 3ENVOMM TNMp TANMr Is CONVERTED, NO EI ENRON sWflIGMS _ LOCATION ❑F INONfAFY FOOTNOTE (NONSTRUSTION SET NOTE AIR ❑� 12 TAXIWAY W / Ea uw�., THE 3 SAM OF OW B LEGEND: CONSTROCPON NOTES: �❑ 1 SttPSM. O �❑ 11 �� — Z —..----••—'.--••-- TV sA vO 11 OWN A NOW, ANNE is SAINT. TMERSTO AMRAFT TO ® s1v iRrpu suu MR AND nm MAT ARCwT OPwnNO ON NOT nw[ E WWOE .w0 �) a INFRANKE AND RATE BE I1rII TN 5 SPA 15191 O No NO CNO w SWEET NEW DEEMBE UNITS IN THE FI ME ONUNEMN WHO S� BE BOOM NO EET I ME ORMSEETTI BEAT LOOSE AND CE N 1 xw�iwT g °e (WEAKEN NIN TO FEET WANT, NOT FEE OFARLY MONTE EANNO THE ONE. o mS aPP Aea Im BOB z 8 1 1' i ummr3 ^SENSE Sri' RUNWAY 16-34 O ❑- Im RARE WI WORK AM NE 10 nn MIMSHE II SOON W 10 REF ��R TEND W I 9A 22+50 - ON a ETA 26+M TO SEA 2WN MIT ON ec 12 3 1x a VA n.sO TO STA 25.7T) 14 M e SA 15.51 BE SITE NEW MO 3ENVOMM TNMp 14 LOCATION 12 TAXIWAY W S AND TE32EORurc TAXWY MOON 3 SAM OF OW B LEGEND: CONSTROCPON NOTES: �❑ 1 SttPSM. O �❑ P ❑ Q �� Z 0 SEE DONE TV sA vO 11 OWN A NOW, ANNE is SAINT. TMERSTO AMRAFT TO ® s1v iRrpu suu MR AND nm MAT ARCwT OPwnNO ON NOT nw[ E WWOE .w0 �) a xRrOm Nrram vwcu ONEz TN 5 SPA 15191 O No NO CNO w UNITS IN THE FI ME ONUNEMN WHO S� BE BOOM NO EET I ME ORMSEETTI BEAT LOOSE AND CE N 1 xw�iwT g °e (WEAKEN NIN TO FEET WANT, NOT FEE OFARLY MONTE EANNO THE ONE. o mS aPP Aea Im BOB z a rz A Sao w wo ro w ml X-22 ---1 '-00 TAXIV NE, ao ao - 15.NO zaoo SEE METMETION HERE 3 --WINm m�- — — ITI III TIT 70 WE z Er Ex ANN SIT z S! ONES SEEM EH Z ON E a E N � BOEING PAINT HANGAR 0 r16 5 4.l MKPf A=G GA 5 -OB S50 - _ _ _ _ 9 axsN enpi PHASING WORK RARE WI WORK AM NE 10 nn MIMSHE II SOON W 10 REF ��R TEND W I 9A 22+50 2 ON a ETA 26+M TO SEA 2WN MIT ON ec 12 3 1x a VA n.sO TO STA 25.7T) 14 M e SA 15.51 BE SITE NEW MO 3ENVOMM TNMp 14 LOCATION 12 S AND TE32EORurc TAXWY MOON 3 SAM OF OW B LEGEND: 6NOiOMFEO 0 NOTE °Mw ONE gNfiENAT ATTUE1 ENER AS OMWmSE,x. 1 n SEE MAWS NO 6ERETTI TME ON WERE 0110 0C REF ��R TEND SE 0 H LEGEND: CONSTROCPON NOTES: GENERAL NOTES Z AND 11 AFTHUFT NONE ME RIGHT -OF -my AT All TI VEHICLE MARK 11 OWN A NOW, ANNE is SAINT. TMERSTO AMRAFT TO ® s1v iRrpu suu MR AND nm MAT ARCwT OPwnNO ON NOT nw[ E WWOE .w0 EO a xRrOm Nrram vwcu ONEz mPHOTON O No NO w UNITS IN THE FI ME ONUNEMN WHO S� BE BOOM NO EET I ME ORMSEETTI BEAT LOOSE AND CE N 1 xw�iwT g °e (WEAKEN NIN TO FEET WANT, NOT FEE OFARLY MONTE EANNO THE ONE. o mS aPP Aea ' w z a rz A Sao w wo ro w m unnnan sx mBE 0-6INTHE CNI i ummr3 ME CONNECTOR NOT �TE THE CONFRONTS AGEA AlWhEM TO 4 � COVENANTER AND FERRI VEHIFM SHOT FEEw am ME INNINT HERE KNOW NFORAFT NO ROME WENT AVNEFkAFF FANNIE IN THE MENAMEA NONE AREA WEN NOT IN 0I u' w w w xrulTN1 wON NNrWe BE MEET 01.10 MR SEVERE; ANN Msu W REFINED TO I CaWI o rONnaGOruAnaxr ANN,& m z0- ao ao ao mmwMA WE SCOTTu NOT ARE WIN A SORROW WE � WORK WMIN NO FEET OF FUNNY CENTEMNE IS RETURNED T) BE mAcw0. ux1n5 xN1m NmmmsE. BE w> w> we rex .N AS NOT ONE. WIND OWY WEN 110 RUNWAY 1S SENT ww1 r TO TomMINE N N.1 E RRM aN5 T B5 G E al ^ MANOR NINE ENRON) DATUM EE WL WL OFF SO, SEE N� 613 NOT MAN IlESTI � o v1 SAS �Rp Kww Mil�OW. Call mOreyON as -cu. aNN�a G1.7 WINES 11 NET ONE TO 2• H -I I NO `CTE IF V DOOEESSNOTT WESSAflREE.L 1. _ _ 23 -Solo -007 R-400108 C tm b Ti r 1� I��III II � _ I =�I�� I� 3 S PENINSULARCpNTRUMEN ENTRANCE AND Wrt SEE SHEET 01 ME DUAL i i SEC. 7 & 18, T. 23N., R. 5E., W.M. L HEADED . ATxWWIWDEsIDEAL o D. MITS PHASE TRE I I MOUTH TV W? BURLINGTON AND MI MOUTH OF THE MENED HURT PEANUTS S ANDRAFT TAXI ANNE O ON B GLEN MTHAT. { 2 RUNWAY 16-34 12 3 IW B sA 2245) To IDEA x430 4 -A-------- M1 8 sA lIU+N ED SIA 22450 AND TEWMPv MURRAY' 14 NOT MUTE PAVING ME DATUM FREE 4 GTE SHUT "- 6SH 00 I I X -X OLIVETTI �(M, �GxME OR U V RUPERT OF TE A RiDom AYTmH SEC. 7 & 18, T. 23N., R. 5E., W.M. L HEADED . ATxWWIWDEsIDEAL o D. MITS GO AN) u5 a ._ .. ... E o n - i & —� 5-08 - - - ON 1x4mSBiA III D PWSINS WORK PHASE TRE I I MOUTH TV W? BURLINGTON AND MI MOUTH OF THE MENED HURT PEANUTS S ANDRAFT TAXI ANNE O ON B GLEN MTHAT. 2 RUNWAY 16-34 12 3 IW B sA 2245) To IDEA x430 4 -A-------- M1 8 sA lIU+N ED SIA 22450 AND TEWMPv MURRAY' 14 SON ME DATUM FREE 4 S ON 8 VIA 10+57 ED SIA IIIAL) 12 OLIVETTI �(M, �GxME 3 RUPERT OF TE A A AMR, 41.10 5 Yui15 PHASE 5 UIMB 4n 1ms48m m // J—� TA%IW, — IT W W ME w ME GERALD IT IRS ISiW 20+00 BOEING TIME �- _ iT)SIMPLY R RANGE �Y. GO AN) u5 a ._ .. ... E o n - i & —� 5-08 - - - ON 1x4mSBiA III D PWSINS WORK PHASE TRE w DOES (CALENDAR10 I MOUTH TV W? BURLINGTON AND MI MOUTH OF THE MENED HURT PEANUTS S ANDRAFT TAXI ANNE O ON B GLEN MTHAT. 2 ON A GOAL WHET TO SEA 2GI AMID WE AM 12 3 IW B sA 2245) To IDEA x430 4 DONE AS BIBLE WORK, AND MET WHEN M RUNWAY WE BHN DOWN. M1 8 sA lIU+N ED SIA 22450 AND TEWMPv MURRAY' 14 SON S ON 8 VIA 10+57 ED SIA IIIAL) 12 cE AID PERAWAm ORANGE NGIIW 3 RUPERT OF TE A CON5MUCTIM REAL ME (ANDUCTED SUN TRUE ONE FORM AT A TIME ANNE MUST NET HE CONDUFFED SUN MORE THAN ONE PHASE AT A ME. NOTES WOOD ODURI RISE � AMID DEMOCRAT TABLE ON THENET MAO DAATSEE UM:c1.3 zm wrvx llmNAnw, l GENERAL NOTES: 1 WHEN A TAERAP ROME 6 CALL TEMPGRARE IWERAFOPEN TIME RAN FUNCTION AS THE USE VEHII AND ALMOST SUPPORT ASTI MUTE 2 THE COMMANDS SHALT LUEGATE AND PROTEST BE UNDERGROUND DELETE SEE I K IN THE ODER S FELT PAUL ROUTE THAI EMOTIONS SEE 0-6 IN THE NAMED IN THE CONTRACTOR ENDING AREA WHEN LIST I VOTING SHAPE BE REASTORED TO OFUI S &LANUAGEAREAS SHALLESS 5)E HEATED 0WISE A WARNER STANDIN6 SEE SHUT GI I FOR ABBREVIATIONS CONSTRUCTION NOTES: I ANSI HAVE THE RADEFUN-WAY AT AGE. EMEDU AD 2 BNP AND YOU m All. MG=°Ex TMC NEAR THE OUNTATTER SEOUL AMENDED TME �D WORK AND IN THE HELD TME ALBANIA NOTES STALL A GUARANTEE NOR AN FOR ATALRET. SEOUL BE CLEABLY NEI DAY AND TAKE SEEMUL ELE LEAD THAN la ADDED x v Ona.. Hwx TRE KnnNWfinnbeloW. 3. CONTRACTOR 9VLLLNVAGrt�wxs MgEA WYCExT TO Call THE MENED HURT PEANUTS S ANDRAFT TAXI ANNE O MAEGMENTS IWO TIRE BOEING HART xx22N. SAO BEEF 01.10.22 ADDOPERATION. NOTES. InowL rt All. WERE BEER ZE0 FLAT Of RUNWAY CALIFORNIA IS GENERAL) TO BE `o4 C DOEESEXOT NOT 1- DONE AS BIBLE WORK, AND MET WHEN M RUNWAY WE BHN DOWN. IDlGED AS] // TA%IW, — GERALD IT IRS BE OR BOEING TIME Or RANGE �Y. E �!� UU / — Q - - IATI Maze DART 0 CONSTRUCTION rcas AIRPORT PW RP90 Z O LEGEND: - PAT STABONG M1° ® E s� AI z �y AREA AREA m a X c w aEL Z asvr .zea ou wSuavms IEano onAwx® e w N USE AD w 4.x w w uEwrr 1 5)Bn a In i a0o aro o» DAnNamr NALL MBre o m m z 0- s>s s>s a» 5)x A, AS NEXT AGENT A, oa UP GAP MGM SUV(�G z 3 r FLANAGER MEN woo A NEAR w E NATURE n5)` Ly %I .NOL uF TO MEMO INGUNNEy E O DS DURRING TIRE n AD mw N AGREE A USA TO ANTO ROME TRE KnnNWfinnbeloW. 3. CONTRACTOR 9VLLLNVAGrt�wxs MgEA WYCExT TO Call THE MENED HURT PEANUTS S ANDRAFT TAXI ANNE mBreyaD as MAEGMENTS IWO TIRE BOEING HART xx22N. SAO BEEF 01.10.22 ADDOPERATION. NOTES. InowL rt All. WERE BEER ZE0 FLAT Of RUNWAY CALIFORNIA IS GENERAL) TO BE `o4 C DOEESEXOT NOT 1- DONE AS BIBLE WORK, AND MET WHEN M RUNWAY WE BHN DOWN. IDlGED tm b Ti E JI NI1I��1� ❑ WOMAN. RISE uvaIl = t X -3Z h -jY 5-02 m SEC. 7 & 18, T. 23N., R. 5E., W.M. 1 F5 PIKED AT RUNWAY EAE K 0� —mpM. xpysPKIW%n6x EWRIEWIX . .v AM o v vwsE EMERGING1wfiM AREA FEE (GNENDAR wn Salm n w coxMcrox .Mo xnm same M BY 0 sA 22+010 ❑ ❑ ITT 8 MY 25+70 TO MY FALSE AND IN NET, 12 s. — 14 RUNWAY 16-34 ` z S N O_ TEMPO SIDERATION _ _ AND m rz",sscx—m`�"ama"o `Diu—"' — — — — — AT —� — `a o e W� —m.— w;( EFFY—m.— — YEN FAA �TV T 20+00 25+00 iA%IWA B AS 0 �'r AN MY IT QOM a�p 0 x P GO NO E 4 N E� .. AN ._ D o S o E pDpx / PHASING WORK vwsE EMERGING1wfiM AREA FEE (GNENDAR wn Salm n w coxMcrox .Mo xnm same M BY 0 sA 22+010 SEE 2 ITT 8 MY 25+70 TO MY FALSE AND IN NET, 12 3 TIN 8 IRA ADULTS TO SEA EALM 14 TV B Bn 15wI ro Bn 22+50 AMID TEMPORARY WWW 14 ii DAMON YK, MA R 0CONESTRUSIXON SWEETENED AND TEMPORARY TAXIWAY UWAnal ] 77 SOUTH OF US B TRE B STA 12+47M. AS pr 7- ED 5-18 20+00 25+00 iA%IWA B AS 0 �'r AN MY IT QOM a�p 0 x P GO NO E 4 N E� .. AN ._ D o S o E pDpx / PHASING WORK vwsE EMERGING1wfiM AREA FEE (GNENDAR wn Salm n w coxMcrox .Mo xnm same M BY 0 sA 22+010 2 ITT 8 MY 25+70 TO MY FALSE AND IN NET, 12 3 TIN 8 IRA ADULTS TO SEA EALM 14 TV B Bn 15wI ro Bn 22+50 AMID TEMPORARY WWW 14 DAMON R 0CONESTRUSIXON SWEETENED AND TEMPORARY TAXIWAY UWAnal ] SOUTH OF US B TANKER ON MORE THAN FINE �HANNE AT A TIME. UNUESS ADDS OTHERAINE SEE WAGON AND TERMINAL TABLE ON SHEET al,M GAEAEDEEEIW m.] ME DA1W MIAMI TO 10 ------ _ AEAEI Kass RATE W mmMunori rn s .wum FveIXrtF mvn Z GENERAL NOTES : LEGEND: O 1. A iumv K TEMPORARY MMR Lw TOAwLL ALM,, MENCOR; THE M6EMITIE ANDAREA SWAWE ASim up WD MEADOW SIFPCPf ATTITUDE RG12 � AREA 2 (NATIONWIDE E (NATIONWIDE SHALL UOUS E ADD PROTEST PAUL UNDERGROUND NIIMER SEE FAA x IN ME GSPP. O MAsm yxlgre 6 2AD a x AGE NAIWRIC W A FONTE rtAMPP ONS SEE 0-R IN E CB. ' _ AD u CONTRACTORS CONSTRUCTION ARTICLES BL BE G�wxAD Io rs Z PANEttR.w IWY D IN M7I q E IXMN4ICF AREA wnNOT IN 225E nASIWc F AD A. SAREAS BMW %gsi(FQTO GENERAL CONTEND MUTE Apx www xxcuTAXI AD y SI b.9eC.NEs ANBE PIKED Wlx A I MAAMMI IXD ND WD CONTINUUM KAU NOTE N d a BPegxa ONLL$s NOTED OTHERWISE . o x wwwaM W e. R£ sxFEl RLL fOR ABBREVIATIONS UST AL FOUP BAN. HIP G, Q d A, CONSTRUCTION NOTES: 1, A, Q WHIBLE YANG al WARNED SMALL STORY TRUST AND TO ALL AROPERATING AL AL STEPsm. Me k KO MM InE. HAUL RO's DI Io 'A 2 THE FOUTEREFIOR ITALY DELAWARE THE PHWM MW( ANSI BOUNDARY NEWS IN THE RML ITS DETUNIFFEWN ASKS SHALL BE SNAKE) NO GREATER DAN SO BET AREQN. SMALL BE CLEARLY WSM WRING THE DAY AND GROW. STALL BE TOO xALaNO ro ANY WA. HEARD, AND Bwu NOT (GMAT A U F o eEcam DRAG a I THE (TUTEATTOR SI VACATE THE FORMATION AREA BDURING AEFORAFT MAI INTO THE BOEING PAUL EE SHEET GI.D FOR ADDITIONAL OPERATIONAL NOTES. w KDOW wWnbNGw. As xmm ADhOGENT TO THE BOEING PAW HAMIGNI ARCRI TAX ARABS CABIeIORYa1 LIG ...6M NO k ALL WORK WITHIN OFF FEET OF RUNWAY (SWARDS 6 G1.9 `WN, ASSURED TO BE DONE AT NIGHT EATONIS SHUT INTY", MIND ONLY WHEN ME IF V WE6 NOT AMOUNT iMERE 1MEASURE ACCORDINGLY yEllygT OIA RUNWAY M2] -MIO -ON R-400110 0 0 7 W PROJECT PHASING AND OPERATIONAL CONSTRAINTS DURATION 24 HOUR NIGHT CONSIRUC(ION TAXIWAY PROJECT (CALENDAR CONSTRUCION OPERATIONS CONNECIOR SANS ACCESS TO BOEING ACCESS TO ACCESS TO PHASE NOISE WAVER NO. OF RN NICHT GENERAL WORK DESCRIPTION POSITION A-2 COMPASS GAYS) AVNUBILM NIGHTS CLOSURES TW B7 1W B6 (PAINT HANGAR) BRIDGE ROSE 1 10 GO - NO M091RATIOx: SURhY CONTROL: CONSTRUCTION MCE55 GTE: WATERLINE INSTALLATION MAIN VALVE #SEC311A CLOSED OPEN YES. mom NORIA YES YES TO FIRE WATERUME STA 132+15, ALL TAXIWAY B IMPROVEMENTS, ETA 26+70 TO STA 29+35: TOMMY B6 IMPROVEMENTS WEST OF �' PROM 2 12 NO - NO STA 2+10; WATERLINE IxSTALADOx FROM FIRE WATERUNE STA 133+15 M HYDRANT 1H3MB. OPEN CLOSED NORTH a SOON YES NO 3 14 YES 14 NO ALL HIGHWAY B IMPR%'MPI15. STA 22+50 TO SEA 26+70: REMAINING WAIERIINE INSTALLATIONJALINATICW. OPEN CLOSED YES. FROM SOMAL NO NO 11 AS NO ALL NETNEWS B PROJECT IMPROVEMENTS, STA 15+91 TO STA 22+50 A OPEN OPEN YES. FROM SOUTH FEE YES 3 YES 3 YEE ALL THOMAS B PNUECIF IMPROVEMENTS, VA 15+91 TO STA UT50 AND CONSTRUCT TEMPORARY NATION MOM P TO RUNWAY 16-34. ML TMMAY B AND TAKWAY B7 PRESS IMPROMEMEMS. STA 10+07 TO SIA 15+91 (INCLUDES RUNWAY 5 12 YES 12 YES PARR REPIACEMENR). CLOSED OPEN YES FROM NORM YES YES 8 3 YES 3 YES All BRUNEI IMPROVEMENTS SOUTH OF TIE PHASE 5 AND 6 REFERENCE FEMI OPEN OPEN WE. mom MOM SEE YES TOTAL COMRIST ONE IS ED CALENDAR RAYS OMyM VEIL_ ARMS SUALL BE SOMINGUME, OF NOTES: THEIE6IELM` MINIMUM,IO" ALOWNUM D RM THAND HE *AINMZN FAIT EMEARTMEW OFNEAR PAR AMON STANFORD SPECIFICATIONS R FRA M41-10)� Ax° MUNICIPALMUNICIPALaAsmurnM SAW HUNG, E MOUNTED TO NOT FARE OF BYtleCMwDIE AND ALL BE 5NUMMEO TRATE W 9NOT TO ROME LOUSE AGE .DA WEAMER, MIND OR i:ELai L IN ff"I"I PROJECT PHASING AND OPERATIONAL NOTES I THE END Of ALLOWED FEE FM PHASE 2 MAY WEHM WITH ME START OF ALLOTTED TME FOR RUSE 3. 2 ME WOMEN OF PHASE 3 (14 CALENo RDAYS STAGE. OcwN MGM JULY 15. 2013. &W AM. TO JULY 2A 2013, NAT10N M MESE GYMOAR DOES MALL NOT M BE ALLOWED WITHOUT PRIWRITTEN APPROVAL MGM ME BOR 3. ME PHASE . NEW WWtt WAGE OCCUR AN ME UP 3 NIGHTS OF PHASE A. a, OFF W RENTON STANDARD WORN HOURS ARE 7,00 M TO 10 NO PM MMM THROUGH FRIDAY AND 9 00 AM TO NO N SATURDAY AND SUNDAY NIGHT 10 THESE HOURS SQUIRED A STY Dim PENTON WORK ip MASE AMMA v HAS BEEN ISRAEL MR THIS RAW WARREN MEIAn MISE WAREN wcwoED FOR R6DHOUSE WITHIN THE NTRACT WOUMENTS APPENDI,. 5. RUNWAY LOWMN 9uLL TME PLACE BErvh➢I THE HOURS OF NA Pu AND &30 Au 6 MR M DAWOODS CONTROL TOWER HATCH OPERATIONAL HOURS ARE 7.W AN TO 9.99 ILY 7 HAD HOURS PRIOR TO BOEING NATURE THE PAINT WHARF DDI THE CONTRACTOR SHALL WREARE CWSWULflON OPERATIONS HURT HAVE ME AMMINA. TO GENERAL MOUNT PLO AIRBORNE FOD GENERATING ALTIVITIES WALL NOT BY SUBSEQUENTLY HAS HOURS IOR TO CLOSED OPENING N(ASSUOF ME THE WORDS, ME YANG ME L OF 3HOURS)oTWO NRCNRFROM WE E PER WEEK ARE ANTICIPATED TO BE MOVED x AND LAW APER EEEKwFM M AGAT R OPENINGS OF ME TRUMP CIXRS ME PASSB. WHEN ANCIENT ME WRING ADJACENT TO Nrv(WEINUCTON OPERATIONS, THE CONTRACTOR PANEL MOVE ALL EOULPMENT, MEWHEL, AND OBSTRUCTING MAIDERAOF PMAY FROM WE MlrkROMPTAMWAY PAWAMINIMUM UNTIL WE OF H6 VACATED W MET MGM ME CFWE MFAUxE vGMM. 8. OUANY �VE BOEING MAYOR ONE FREE EENSANYY AIRCRAFT HS GO MN MUTY E E IN WE WRONG PAM ARGUE IT SORT TO SCHEDULBE WE E STAND OBTAIN ILITY UP dWNOV PAW CONTIAGGRA TW � WORK M OR AM E COMPETING TO AN AGTM WATERwE. IO_ WRING AN PNMECT TO BE PTI SE THE RFORMED TTHE HANDED CONTAPWGR SMALLLT MAY E PMAIDE IB MVRSMHOTCE TO MIN D OF WORORT AND K NULL BE SCORANGE EDUIICN TOL FORM HAT OEAVOLINNO AGAR T HAT POWER SHARES ME P MINIMIZED ANG ME PERFORMED SO AS NOT TO DRAW NARROW OPERATIONS. SITE PROTECTION MEASURES FOR PHASED CONSTRUCTION ME COMWMOR Is REASONABLE TO BRANDS TEMPGPPM MEASURED TO PRORGT ME 9R, STORM SYSTEM, UPUMES, AND ALL OTHER MATING AND NEW INFRASTRUCTURE FEW ORANGE DCC N OPERATIONAL NA EW RESULTING FROM PHASED mxsMUCTgx. CONTENTINGAGENTS, ON HOUSE ALL IMPLEMENT MEASURES TO PROTER. REUP PO CONAIRTATED NEW WAGATRATTIRE, TWO WE COMPLETED AND WE $YOURE ME WELL PORTIONS O OF WE ND NAW SUE WMME. PRIOR TO THE M MENTS ME slW- AGENT A PPENN DET x Wx THE GTE AND WAGATFUTTIRE WILL BE MOUNTED, AS w10. IMPROVEMENTS AGE CONSUMMATE FORM ONE PHASE TO EDYFFY ANY TEMPOI MEASURED GOLAN, OR xFRASSTRUSTHE Thi ATAW IDE BLL E IMPLEMENTED TO REROUTE OR LATER STORM WATER RUNOFF MAKEE: ESV Tql% FH FE ADJUST MAUDE ACCORDINGLY. vanm m Y 8 5�p9 Sd �9 y� � s � O �t 0 R,0US AX 7WELL ED R0 SSE zM OZ �w VAX ¢� GW MELL I GD F 0 oy � 3 i� E 0W 0 AD SE W D 0 W NOPE JANU Gj' . D4010 -WE 11 It! MON TV NEW ob on ao Pro ao aw aD v • `msnw Rwmr v 16- ` N v OENE LORI 10. ANSI B MTNL IDlf 6E01PTIE m� D CA :JOIN CB EM.S4D ME[x pw. 4£ 2 � EDGED M X6TILL IDlf NOW SIRVIMIIIE F—F—F ��\ I F —F—F—I 0\ BI _ —xX d6TXG NEW CB BD r pBENI 1NNEY C BE ANDREWs \D �SNIN mmµ r XM US BE KN m TO ARE mm. Tree E ucxr. ® I Emloy WAGNERa" "I am GRACE A iNEW SLOT DUN -RD rev W+s4 71 1 NEW NEW ON a 1 O O O m111I ON 0 SEDIMENT IW° IS NOT REWRED IN OMNI ISIPAT W E I RErvE N SURFACE OR HAVE A SOLD RENAUD HOLY OFFER "INEW —S w f��S/ ,BxaS OF NEW ASPHALT to - 0. o OR df n FATvTXC 40i p ourz°o""�ix o GRAIN 70 R510fowIN Jr m x REuo<o HE ffi BAG IN NEW CCH BASIN S6 SHEETS G I THAI Q.4 g U HAS NEW CGH BASIN LCCATONS N z o NOTE -- EGENDI tmm >r �m STORN ORANGE VALUE: aED —c—c—c— PRoroseD CUT UK %Esrvolr NOTE v. `¢ `z —F—F—F— PROPum XEE ME DU ao ow ONE, o» WNSETUMNI HwL ROME N .x AN BUT PEACE rcN —D—D — STRABI DU GPECIKN 6e 11 I I I 1 I 1 L EEOW zpW NxRRe p3 a k� ® DmmnLL SURNEDGED Asx Dwe2 WOMEN TRI SEEN NIGER (231) EDRAWNORANGE JFSEE DUAL NVIES) NI NG AND PRAISED BANK AREAS WE ¢ cu INRD la to - 0. o �N df n A= A II u F Jr BASIN IS TO E Cm, flEIXSTALL Em MG FILTER a ffi BAG IN NEW CCH BASIN S6 SHEETS G I THAI Q.4 U HAS NEW CGH BASIN LCCATONS N z o NOTE -- 5 tmm >r �m n aED n %Esrvolr NOTE v. `¢ `z z DU o U N SE O rcN O DU n DID p3 a k� rc z. INSTALL CATCH RASIN INSERTS UNLET PRD2CnOx 0. o SEOwENT TRAPS) IN SAIBI AND NEW CATCH BASINS n lE GAS SHOMI, EOE EMTxO CATCH u F m OLD BASIN IS TO E Cm, flEIXSTALL Em MG FILTER ffi BAG IN NEW CCH BASIN S6 SHEETS G I THAI Q.4 U HAS NEW CGH BASIN LCCATONS N R-4001 I(nomNv1'•DBIPN. Call eWmreyw as ffi NOTE -- tmm IF V aEl- %Esrvolr NOTE v. mm�a R-4001 TYPES I OR 7SPE 2 CATCH BEEN / \ FLOW SPREADER DETAIL G2.1 NOF m $01LE ■ r DISCHARGE S REWBm EXTEN M W/ ME LOOPS AT. -0' a. TO SELORMWER FLOW DISPERSED CAIN MIN AREA TO CATCH SOLUM SEC. 7 & 18, T. 23N., R. 5E., W.M. R LL Ittly STURNALP UATM UNTIL END MIN PONT SPILL BE 12' GO AD 5 ON WHER Sim NECK DAM UNIT `wsEI MY vMU) LONGN B°E`D°n"��aE.w� ,ow ME WENT1 COMES IB' -,z' LENGTH) SECTION C -c SEDIMENT TRAP DETAIL G2.1 NM m BOUNCE I m0 FRENCH 21'- J3- UPBRGx FROM M SEM, ME I PW£ 40 SiWE NNNNWmr r aME FPoM o IN FILE Tr MD WHOLL. EAE THE REM MMw UNDER FILE PELF DM CUT EXTENDING MME WM61fl SIDE I TO ABLEMOLLE NONE TIGHT ONE SECUOHN )YETTLIP THE FAERIG V WITH THE ENDS OF THE CHILE 4 SURPLUS THE KNOW ADINGN DOME IN THE FRENCH AND 5 NEW CHARGED USHE ITE ISAFTERN AS SHOWN IN PLAN SOL !r WRN LOOKS SEENFTHE DIKERONT VMDMNET GOUND TO ENDS R 2! WRITESMIN ENSURE THAT CHECK DAM INSTALLATION FOR FLAT BOTTOM DTCH / e \ GEOTEXTILE-ENCASED CHECK DAM DETAIL m SONE DTH MR w -,L miv OU 1. ANY FUMPETRAW GREVEL DDNFP.N.,DR M TEDFEEMA PNGIDvOR LL REATTE °TABILI2AIEN E NNI BE LOCATED AND DTD2m WE THE 2, THE IMAGE SHAMIL BE MCAMMEN, IN �QU N PEPSI FOR GROWING) G W�'2"luN SF`s �AEMUD mxpTPU6 KuUMO.OAND EMF xTUIOR CLOSEOUT OF ANY ERENCNRES USED TO TW $FRMS. SOL MM BE R$PLUEDED. u�DiRU um 9T8. OR OWED TERM VEHICLE DELL RMpuv M Iwo $mMWELLSD GRAVEL CONSTRUCTION ENTRANCE DETAIL G1.1 Oi TO MUST "iNET SEDIMENT. SHOWED NEWS, AND POINT A OPEC San AD �D - BEHIND THE FOCUS COLLINS 4'-B' FRENCH !r WRN LOOKS SEENFTHE DIKERONT VMDMNET GOUND TO ENDS R 2! WRITESMIN ENSURE THAT CHECK DAM INSTALLATION FOR FLAT BOTTOM DTCH / e \ GEOTEXTILE-ENCASED CHECK DAM DETAIL m SONE DTH MR w -,L miv OU 1. ANY FUMPETRAW GREVEL DDNFP.N.,DR M TEDFEEMA PNGIDvOR LL REATTE °TABILI2AIEN E NNI BE LOCATED AND DTD2m WE THE 2, THE IMAGE SHAMIL BE MCAMMEN, IN �QU N PEPSI FOR GROWING) G W�'2"luN SF`s �AEMUD mxpTPU6 KuUMO.OAND EMF xTUIOR CLOSEOUT OF ANY ERENCNRES USED TO TW $FRMS. SOL MM BE R$PLUEDED. u�DiRU um 9T8. OR OWED TERM VEHICLE DELL RMpuv M Iwo $mMWELLSD GRAVEL CONSTRUCTION ENTRANCE DETAIL G1.1 Oi TO MUST 5 2.T Mmrx STRAW WATTLE DETAIL EROSION CONTROL NOTES CHECK SCSI I FAMPIERCEED RCT E O NOVEL M ANDA AT CONSTRUCTON ` INECCESS HAULL B TW OF M UNREST 2. FEES ME CONSTRUCTION REPLACEMENT, AND UPWAGING OF TELL LUTER6. HE BLItt OEM CONTRACTOR UFFIL ILL WIfi NErtLON IF MPW ED 3. AS CONSTRUCTED PROGRESSES AND SGSMx CONDITIONS DI THE EMISSION CONTROL UM MAI MITI ALTERED WE OOMESTOESURCONONSEECCMECONTROL, AND NET BEPENN IE MEGLEN DPWDEGOTTEN. ~ Po NL TENPury EWM CROWN AND S W NTEL , H MONW) IN A SATELA(TORY DEPUTY UNTIL STUN 7M MV CONSTRUCTION T EMFPOTEONTW Lox muEN DO POIAED ME E MWNS "MMY THE �G Mo HNNm AD ENSURE THEP CO NUEDFUNNN NNROPrvER°FxO EROSI5 NEW FACILITIES WALL BE IMPUTED MIND MANTAND) FOLUEMNO PAN ON An SEDIMENT COTLNILM 7 THE PARIS NT OF MY SHICUL SEE KEPT CLEAN TOWNS Or MUD AND DEBRIS FROM THE HOT IN ANJUSEED) OLURE TO COMPLY WENT CHTew? IN ALL MEN ON ` THE mwmM1E WE BEING STORIES OIL TPUTURED DM Dv ONSIX GETS SLASH BE MILE-ATMD If NOT PROTECTED WITHIN 7 9 A7 NO TIME SHILL M]MIND CONVIYANCE 5 9TU�LLMEP! SEDIMEOT NT SEDIMENT BE ALLOWED TON NEY NOR TO LED FOCUSED OPERATIONITw SNET FUEL SEDIMENT V[(NAVING x TER I M �� SYSTEM 10. SHOULD RSC NGWRED NOT ME PROPERLY IgT.T1ED AND MATENINED, CEO OF UXIIWL TPMIKEW IS F°ETH SUTD BMIT OF attpPRy ewlN4�wm�xTAwmmra • I(nMW MMlI16I0W. CaII LNNreyau as COTE F v i �LMWCODIES"LNOT COPCOPRNLY MR, 1 cl PIS 0 0 FFFF Ge L. z dW ME NJ w N z } 0 Ia 0 CK oQ i �3 0 k z 0 �o CE CO W SEDIMENT. SHOWED NEWS, AND OPEC San AD �D BEHIND THE FOCUS 4'-B' FRENCH OF e�HR.WW-W _W)PFF Mug NOT BEALLOWED TO RUN UNDER ONALONG POLL 5 2.T Mmrx STRAW WATTLE DETAIL EROSION CONTROL NOTES CHECK SCSI I FAMPIERCEED RCT E O NOVEL M ANDA AT CONSTRUCTON ` INECCESS HAULL B TW OF M UNREST 2. FEES ME CONSTRUCTION REPLACEMENT, AND UPWAGING OF TELL LUTER6. HE BLItt OEM CONTRACTOR UFFIL ILL WIfi NErtLON IF MPW ED 3. AS CONSTRUCTED PROGRESSES AND SGSMx CONDITIONS DI THE EMISSION CONTROL UM MAI MITI ALTERED WE OOMESTOESURCONONSEECCMECONTROL, AND NET BEPENN IE MEGLEN DPWDEGOTTEN. ~ Po NL TENPury EWM CROWN AND S W NTEL , H MONW) IN A SATELA(TORY DEPUTY UNTIL STUN 7M MV CONSTRUCTION T EMFPOTEONTW Lox muEN DO POIAED ME E MWNS "MMY THE �G Mo HNNm AD ENSURE THEP CO NUEDFUNNN NNROPrvER°FxO EROSI5 NEW FACILITIES WALL BE IMPUTED MIND MANTAND) FOLUEMNO PAN ON An SEDIMENT COTLNILM 7 THE PARIS NT OF MY SHICUL SEE KEPT CLEAN TOWNS Or MUD AND DEBRIS FROM THE HOT IN ANJUSEED) OLURE TO COMPLY WENT CHTew? IN ALL MEN ON ` THE mwmM1E WE BEING STORIES OIL TPUTURED DM Dv ONSIX GETS SLASH BE MILE-ATMD If NOT PROTECTED WITHIN 7 9 A7 NO TIME SHILL M]MIND CONVIYANCE 5 9TU�LLMEP! SEDIMEOT NT SEDIMENT BE ALLOWED TON NEY NOR TO LED FOCUSED OPERATIONITw SNET FUEL SEDIMENT V[(NAVING x TER I M �� SYSTEM 10. SHOULD RSC NGWRED NOT ME PROPERLY IgT.T1ED AND MATENINED, CEO OF UXIIWL TPMIKEW IS F°ETH SUTD BMIT OF attpPRy ewlN4�wm�xTAwmmra • I(nMW MMlI16I0W. CaII LNNreyau as COTE F v i �LMWCODIES"LNOT COPCOPRNLY MR, 1 cl PIS 0 0 FFFF Ge L. z dW ME NJ w N z } 0 Ia 0 CK oQ i �3 0 k z 0 �o CE CO W a I I $ Il II � 5R WBEAT EGA FOR COMET I Ig $ MEN AESTATE I l Ig 8 I I Ila tl $ II $ a l l $ TLMPaNNY DAMON oa 6N vs SENSORS I II _II MyIM, ACCESS STATEMENT SI MR FINE HOUL ROGER. MAIN PAUL STOCK IS REVERSED FROM �` MANAGES swiPBY°``igOARGON s Mw TAEND GOES TIW 'JET PaµAIRCRAFT' 1 aaM TEMPORARILY�FGO PAVEMENT EMDRAND LOCATE) � DEGREE SEOx6 FENCE AND MEANS 1ENA ONE = DEGREE ThMP 41E AND MORAL NEW RXCE MEN HAD. AWARE 51CWYED M1pl SEIM'E VIII \ � pdNtlu FNB I FF BFI g I R. II I I I ( i N- d' �ND AT XX SIX \XX rA'XX 'A cAMNREFI STYLE E �Y \\ WATER fJN \ \ \ TAXIWAY B ^� �I NYM ✓ P 15NEED L LEGEND: ® TEMPORARY PENNEY PAVEMENT CONSTRUCTION MM� FAVORED NNFETTI �ENOUN AREA TEAMSTERS`,MNNAVEMEINAGA — ---- PRESENT IIM 'ti TRAmC HARCIX WtH GAIT WAING SIGN AND TMESER ANNE 1, ARCENTEFT ON THE ARREM HAVE THE RIGHT-GLAPAY AT ALI BASS EW11C MEN OPERAING ON MEANT FIRETRAP SEE SHEGETS G1 4 THEN OJO FOR 2. THE CONTRACTOR ASAPPHADINO HE�FEDERATION t� ON AIRPORT PAVEMENTAPPROVED NY TxG 3. THE CONTRACTOR SHALL GRIND ANN L AREA UNCED FOR HARL ROME AFTER PROTECT COMPLETION ENRExexl NEPrvoETNt FOR RESPOND SHOWN THIS SHORT k CONNECTOR SPI TECATE MIND PROTECT ALL EXIGHN "DEEP MR IX PAVEMEHL MANAGED W CONTRACTOR 6 BE,vxD THE LIMITS REMOVE) FALL ME ROMNPED AT THE CONTRACTORS EXPENSE GUIDELINES FOR TEMPI GATE CONSTRUCTION: T ONE PLAN TO THE FOR APPROAX PRIOR TO CONTRACTOR SPEGIFY NixNpHAPUNK) UxsmxTMuoAND Oc 1 DATE SHALL BE OF SIMILAR CONSTRUCTOR TO EXIGHN ANNUAL SECUIATV RATES ON THE ARPORT 3 CONTRACTOR SPI EXPORT AIRPORT SECURED AT TEMPORARY NOTE FOR FIRE DURATION OF CONSTRUCTOR 4 ENGINE FENCE IN AND OF TEMPORARY GARE (XIMPIRTED 6 TO BE RESNATED TO ASSETS CONDITION AILEEN PROJECT 00NGMXflM IS SAM. BARGAIN ENTERGETTO VEHICLE kDERPS TO EDE PROJECTIX THE SM M ALL TIMES. .. CONTRACTOR 4WL RELOENTE TETCOTOSISBANSIR THIS ARM AS PART E6fMl XEU UTOR WANTS �;D �«rvEONroMA�OF ND TH PIPE SAN IN MAIL COMPETE Tltmm RATE WITH NEW TREATED !,! Pasts. CONTRACTOR IN t, P A NTH %-AP cuVwMm SUM M.-H� EM SCHEME TD�G1-P aLVAI = L FLAT PROTHERS AND 1'9 WRODY WASHERS NDMNWA�P�IMW. Call Beomycuaa NOTE v USGOES NOT ACBBECROONNC ADJUST LY. SEC. 7 & 18, 1 1 IF % E 41 - / NE a Ea:S g t B f A.M. \ \ RIVERS RUMERY HOW'n POSEROM WARNER, SEE TM M�/FI\ A mxEO - I w� MAKERS w—R \ AMPOHEARY VAINNY B y m — END EASEDOE RA, ASx Eµww. SOMEONE H�xD � __------- <E,PEEI RUMORED A .^P IT $..END as IN �Ne o]wET EAREG ARCRAFT FE DOWN ANCHOR TO FEWER ER HAM. EARN [Fxl[PuxE Y CHMNUNA TEPEE TOPPED DISKS K RDDTE�� . 0 z LED AIRPORT PERIMETER ROAD E Ci z =DE z w u �m 3 m — o} r pal 3 k� SF w � W aecono xxAWlxa o � N xnow Mt'PIIBIOW. W K NOTED ('iBllhEOreYWa4 `wB G2X4 FEET OTE T ADJSTWSCARR ASC'CORRDEEEURE ,- HNNWRV :ON. Mn23-M1O-007 R-400115 ° � o p I I o NOTES OWx0 y J I ' f S DRPE I BcEHiWS � OS DII IR MIXED OR= 6 75 _ a a2:wea z�w PxEE<xT UNI _ S MATCHwiPON Pwm EW ITH �MTEMPORARYWIND �DE RUMORED ��_C 0B7_ _ 1 1 IF % E 41 - / NE a Ea:S g t B f A.M. \ \ RIVERS RUMERY HOW'n POSEROM WARNER, SEE TM M�/FI\ A mxEO - I w� MAKERS w—R \ AMPOHEARY VAINNY B y m — END EASEDOE RA, ASx Eµww. SOMEONE H�xD � __------- <E,PEEI RUMORED A .^P IT $..END as IN �Ne o]wET EAREG ARCRAFT FE DOWN ANCHOR TO FEWER ER HAM. EARN [Fxl[PuxE Y CHMNUNA TEPEE TOPPED DISKS K RDDTE�� . 0 z LED AIRPORT PERIMETER ROAD E Ci z =DE z w u �m 3 m — o} r pal 3 k� SF w � W aecono xxAWlxa o � N xnow Mt'PIIBIOW. W K NOTED ('iBllhEOreYWa4 `wB G2X4 FEET OTE T ADJSTWSCARR ASC'CORRDEEEURE ,- HNNWRV :ON. Mn23-M1O-007 R-400115 NOTES OWx0 e. IRSWORKING Nvo DRPE BcEHiWS � OS DII IR MIXED OR= IOP nxl - _ �]]O z�w PxEE<xT 6i"a$g€ S ITH �MTEMPORARYWIND TEMPORARY TMIMA Art IS JYE EOEi VL xPES�D[ E .CSMx®E pIJ5PwE- FOR DISK AND ED KNEWM�N ) CPPGU (P-PMI] At5.1 Cp6ECMx nFyS. .. YE SHER Ge.5 FOR DENI OF w `TEMPORARY TMIWAY SECTION RES ¢ G14 ISX.UE 1 1 IF % E 41 - / NE a Ea:S g t B f A.M. \ \ RIVERS RUMERY HOW'n POSEROM WARNER, SEE TM M�/FI\ A mxEO - I w� MAKERS w—R \ AMPOHEARY VAINNY B y m — END EASEDOE RA, ASx Eµww. SOMEONE H�xD � __------- <E,PEEI RUMORED A .^P IT $..END as IN �Ne o]wET EAREG ARCRAFT FE DOWN ANCHOR TO FEWER ER HAM. EARN [Fxl[PuxE Y CHMNUNA TEPEE TOPPED DISKS K RDDTE�� . 0 z LED AIRPORT PERIMETER ROAD E Ci z =DE z w u �m 3 m — o} r pal 3 k� SF w � W aecono xxAWlxa o � N xnow Mt'PIIBIOW. W K NOTED ('iBllhEOreYWa4 `wB G2X4 FEET OTE T ADJSTWSCARR ASC'CORRDEEEURE ,- HNNWRV :ON. Mn23-M1O-007 R-400115 r SEC. 7 & 18, T. 23N., R. 5E., W.M. o ' - . . . —fir= � of o iIS \ - ` m¢ OF RDMWY 16-34 NOTE: lw MALAY [MSE SEEK FT PANELS NO EX M.�TEvuyl�s `uumx d¢nxc u0 8 56 SXELT C1.8 fCfl SSWCIR iIB1E5 I Wx6FETE PANEL AM (12 TN.LLI� � � � I41 K N KEEPS 519LD SB 59 ORi1feAD AMR . 9f'RADDINEST DURING ED fN611Xt 61 co 60 Mrt 1. 0.4 g151W rcU ERE �PaT MM6IO TO REMA TO MEW AIR PdM IXi51K Gttx DO SEEMED, M TU 3 D TOP12-RISEN FEE CBE)NS) I A A ELLFO 1 r SEE PALFEES MS nwESTRUSELTRE1M� 65PERSONS) IN 13 // jrcLRa ueTdws To wxwj IX 5 �T ME AD ttxd IN M2 TODAY12- END ART A OF I RULED SO/ Ad I° 12 15 _ IW 2 19 21 $6 N i0 MIAMI4 25 _ r r ]fi ]] IN � �14PS W UWFWx 13 14 20 2z a ED US ro'1uRD : PIMPS EXISTINGy zs TUE DEMANDED �+ f "TER MANQ a_ ih� '\ eroN PILL o-1vw6 s DMP— �n a 15+00 _ 16.00 _17+00 1e+00 Is 20.00 21+00 ALL LINE M10 ] I g S EflSICE4N1p4-MCuxD 6 B 30 T 2 v STA 131M BEEN PROUT FULL Of NQ �a R rlssnw 12 — _ ----2e — — — — ---- _ — ----g 8 a — _ALMA 4/5 64WAU 11 + — T! CI 10 J1 I za D I I I LEGEND: DOE3 UMI P� r�°y. p P • p pn¢51uD nmuS LINK OP dwxa Owem[ o eJ DOME c+wwnv 10-x DEPm ASPxuI/Pa PAmwi PEuwu TN BE STA 1+2" P �P ASPHALT PwEMOUT AN ww'r[ AN w. A Dw/tiwxc 10 IX. { : PAVEMENT $w AMNSo DRAINAGE PLANS $ 45 �; DAMPUNITSNOT KNONA RUN D"°'T' ,/� "� � bun wxr c6xoxD o f) W P1usE ]n sV1gTf 0 - _ THIS 11mu Of-aNn wLM- O AILD �C 8 DEMOLISH MD REMTrc EMPNEGCOOK PPnD Q z US 48 OR WAYRMNIART. orX DY MEwdGIN N�M 5°— \ arca 6 cwlmuml TxQ1 ANDRES o SMAME DURING6 MEANT AT AT t z o 'SUj' .11 ttMos E.+n On 7 OF NOTED WITHIN AN REMPAS AS QI RO 12 TO 0� z4 $TEN/Orc1DiMD BUT. SEE OWES oM BxRi G[.6 W END DRIFT pp SO AD GENERAL NOTES: 2 Ad g A ] $A SIT 54 q ♦ 19+ re kL Ev571W 45iXM.i. LSM PAVEMENT AILD DEMW0. TFu6 SMALL Y XMAfO MO [] S#> fl 59 4J 5l _ _ 1 DiEP04V Ci A STE IESS NOTED OTHERWISE VI Z "I E rzn AUDIT _ = v J0+ z. $6 hECTWX ARM FOR ELECTRICAL OdcMcx FEARS N a W - SWAY B B. DISK Ms1d MAIN 51LUL R CAPPED DETwEw ALAN THAN AI TO 2 m 19a REVIEW SANITARIUM FROM FPS AREAS ENTERING PIPEATWORSE V AMOUNTED > OPINiUM 6 M STAY KKK. } O TJ, 56 CONTRAC10R S RESPONSIBLE EM EDMUND E 5PTD VARIED PRIOR 10 ANKMAD 3 W JI 23+QU 4+00 J+1�1 __ _ _ _ _ _. D SMALL MPS LOAMx apNmfNS nS REWIRED FOR LRUm MMdal k Er Z� _.___ —TOZY B dµsp NEixD 4 ,mmx FORM D[w,nroN AND WP1mKKmm ATE, DISK W 8IMPOSED PAW 40 51 52 5] ArEULST 5. MNAEFT PANELS LME DUB-YMNE BELOW ASPHALT , _ z 6ALI �I RdwE dims PT.Q 5 Mwnu s Pandr aawr 6. Mi EIS. EEi R.6 ER ppMrrcl%M1S LO'AIKxS • o Q 9n IX ♦ c1.i Iacono 11 my =5roPEO KRMAIMIMnbelow. •.B ADDED SPOOK $0 P Call mareyaM as ]/. s" —ssm — a. °,"E 32.5 ao7"IMPmw c 62 EA A PAVEMENT 0 a To RED IFTINDAMMIFIRMA 231 I FILL]49 SO 8 + I'm NOT 2—I s EDLY JANUARY 1 IE'LL7 I NOT EXET AILING ADDEFF SEMI �qRE 1 R-400116 I I dZ O WROSIMQ M0 I I � r I }Q PY I oo A.T LII EXISIRB PAVFMM UNR MRIX n B WxSTRUFFN >O OI I IXi51M6 MVEMM w9nW5 RM x NWI mxS WFIN UMIS Wx51RUMM aA A.x oB su A.xim ! rPROWSW IN1wAv PAVnon uaa ismB PAmwr UMa SAWCUT TABLE SAWCUT TABLE W R Summ AND OFFSET RBMRXS o BEw MPNMT CCM IB XOSM�IM EWSANKC 17 IY B M 140187, 13. x6E P.NI OT LI PAM ENT (WEsAY IB NBSMt46Xs3.47WRT f IXWSRO PAYEUM ] ft a. 2561 GS 19 Y GENERAL NOTES: OF ��e+ TO I�p� WTTOSEGEBE I J11 FI RkIFES TiM ME MBE WON N II NWEMED Qa SUEN[ PRM TO NFAAY. j PRC4mED Iwwa PANDAW MRAY B CFNIEPoxE MEAS SEE SP6PIGMx P<ID. BI �kff 7 MB m I20AW KIW Bf M1t W. PC 3 EM PAKEw SMCff/CRPGNC Ulla MD SAMArt INFE M B SIX IOM P M BIAS' LT R6FREx[E TNS SEE SHEET IN 5. M B wI3, m $iw r K SAWCUT TABLE 24 V B SR 111 4760'LT E915uItM .M%B1.A3IT ANGLE PEDIF V B W 201. Ik 281 LT 25 V B M i6M2M. ]801' LT EV BANCO 10 W B STA .915i.IIW M MGLE PANT YW IXi51M6 PAM1M w9pM5 ��'01261 SAMJJ! IN B Sf1 I]A0.E. MU' O BEgX/EM SUIL'UI O r E_ Qm ON BSST.T I0", AA W' R EE11:35ul[M IY B SR INM09. 8tY M AV,iE 0.M27 .W zs+"SIR ON sR A'WA AI m' R 'kV�_O_❑ 11.1]'M COO�JO �_^_1 9.[tl R _ MHE 1141 Us 8 STA _ WIT MILE POINT T cwt IN B SR INWAI. )1J9' M EM SuNI 15 N B SIA 13'µ.N, Y[.u' t mFF Iqf IF B SR 3s,E5 ON 1110' LT Bp SYNL 21 R M BI MW MHMKi IX B SLAn 12+71 )eSS 51)1'LT MS (iff I I dZ O WROSIMQ M0 I I � r I }Q PY I oo A.T LII EXISIRB PAVFMM UNR MRIX n B WxSTRUFFN >O OI I IXi51M6 MVEMM w9nW5 RM x NWI mxS WFIN UMIS Wx51RUMM aA A.x oB su A.xim ! rPROWSW IN1wAv PAVnon uaa ismB PAmwr UMa SAWCUT TABLE SAWCUT TABLE STATION AND OFFSET RDIMNS R Summ AND OFFSET RBMRXS 1 N A VA 11.33.0, Rwb' M MINIMM. K 3 TY B) SIA IMI ACAs M AVCS PM RAA A95, IB IYDM1A 57M,13WA EWSANKC 17 IY B M 140187, 13. x6E P.NI + IB NBSMt46Xs3.47WRT AJMEPSMI AIME Wim MOLE Point ] ft a. 2561 KK N 19 M B SN]P. IT TO M B W IMOI,P 15Po' LT II M.IA BA ]'M T.IS A07M LT BI �kff 7 MB m I20AW KIW Bf M1t W. PC 33 M B SIX IOM P M BIAS' LT DOMWIM M B wI3, m $iw r K SAWCUT TABLE 24 V B SR 111 4760'LT E915uItM .M%B1.A3IT ANGLE PEDIF V B W 201. Ik 281 LT 25 V B M i6M2M. ]801' LT EV BANCO 10 W B STA .915i.IIW M MGLE PANT YW Of R iFA 16+41 W. M 31m LT ��'01261 SAMJJ! IN B Sf1 I]A0.E. MU' O BEgX/EM SUIL'UI O r E_ Qm ON BSST.T I0", AA W' R EE11:35ul[M IY B SR INM09. 8tY M AV,iE 0.M27 .W zs+"SIR ON sR A'WA AI m' R Mill3NA.R 11.1]'M 9.[tl R _ MHE 1141 Us 8 STA _ WIT MILE POINT 38 IN B SR INWAI. )1J9' M EM SuNI 15 N B SIA 13'µ.N, Y[.u' t mFF Iqf IF B SR 3s,E5 ON 1110' LT Bp SYNL 21 R O + 3 p IQ ax KK N Z II �F Z SAWCUT TABLE STATON AND OFFSET REMARKS V B W 201. Ik 281 LT 1I IMIKA7 N 9 Bill 11417.11. 7W R EV BANCO Z O r E_ Qm Q J d 3 IX B SLA . 51.5717 PfM .W zs+"SIR ON sR A'WA IF K 9, FIN sa XIA W.BY R IFg / 21+47,10, IN U 14 RICAN Ism N W iE W N m r ? O Z a _� M N B SLA A'MW. OF XI MtlE XM IF B SR 3s,E5 ON 1110' LT Bp SYNL 21 R M BI MW MHMKi IX B SLAn 12+71 )eSS 51)1'LT MS (iff m.A SIA LT sm somma k SF z MANNO• a XnaM Walt I18I0W. `�' at MP[I `wB Call moreyaa aX wBM Mm sic GL M IF V WBESSNNOTTSf WE 1- ��i]-M10-f R-400117 SEC. 7 & 18, T. 23N., R. 5E., W.M. p W.ISS7K Li dBs<P .,w, Ia „� a 12c Eo < � OX B„ O yej (,x*m I SEEsfl G-0 '� uv uPw / �0 sm u , �p /� �EmPe /0 *.B]eo. nm LT B H a0 /! x EXXW4 vaaea� sxERic�E mn \ % p FINE ,O PLOWP y / ro / P s1 , 'Ik �11455 �7aB V I` Bfl E.IR nFBIW �l% BELN EP,NE i C\ / 0� V °A 8SP 3+IkEB, MAY R� TN \ ,w B 9P 121 9013,EO.W L NIF w89IA\12+U1 WM LT 'j r� 12t _-.` dBs xe`JJ]TOM LT E Yom- ` TTT���� E. AY B] 1 12 Old x \BE _ CFP— CURVE TABLE CVRYE t - Li MATCH. ET I ry BE A6SIRMEO BY NUMBERSBE. L �W THE INCIDENTAL TO ao. 1/. p L W MRI DMI 5. SM SHEMS BEA THM E25 MAR /4 N PITu n M93 Nm xi ID WRlE 02 R Sd 3 l x5-0 l MB /< 1 3 TO: xB. S M MBS ,/x VA 12+51110,3702 M MB] 3/4 VA 12+5701, 4BM'M MBO IT STA 121"50, 111 IF MBO WN POM STA z 5)85 SBI 9 X57 wrcx Bmnrva (ME) BE A6SIRMEO BY NUMBERSBE. L THE INCIDENTAL TO ao. 4, SM SHEET MI M C14 FRAR MRI DMI 5. SM SHEMS BEA THM E25 MAR SF cB� rc" StiF6. ME SHEME C41 THEO NA FIR FIRE 7. MESH T (5c7. EBT I. ME SHEME C41 M THE MR PPE E<.,mUBE P,P. AND PRI SEC. 7 & 18, T. 23N., R. 5E., W.M. \ . 9A ,).){,4.. B L.M. I¢6 IT — — B—F—F—F-L—B—f NF M' W' L} _ KX9N I�f s —�j — NO B STA 1 17M. 1WS0'Li .G35E. IISW'Li_ 1 B AIB.]BRB Rf HGw nvNE� 6 END B EIEV-ffin— W G Su 11 62DR, } C30 101G[ _ BEEN MRIM n �ewP[ SpunNRe _-ML _ UQw \ Pn E C—C—C— MILD raND EDGE, EUGh-DND a � SEP SPEED II DISTING III M B Si.�A' EDGE OF BSI_A B AIN REMMIN EFEVIDaB.30 Li `NN B STA S lI).JOW . `M B STA . f ;n % B L} 16+00 TM' m e. iaa, 2500'LT 5W R] UNNALT ry ry F. `vIIIISL MRFR R[NCvv ry ry A 11051�- PROF. !Ml7D94 11225 IT G+74� 10I IT EDGE LINK. IN C BnA1L.M13W TLE FLIP IP .—'—'—�- EW �` MUNE a 0 SIA 18.33JI 73}SFRf--E LAN LID 10.0630 -UNE BRIEF ;ME SPREAD _. 1,23N 11 I LI F SMIT. _ _ssh5____ 0 FF - S)5_? ym — 119 744 cna `EE -WI a F' M 41 I ,I- W �E . .E1' 0wL BnA I,U, Dow I,�� 8 -B)a -, vKPOSSW GRADE m - � �I A SEC. 7 & 18, T. 23N., R. 5E., W.M. \ . 9A ,).){,4.. B L.M. I¢6 IT — — B—F—F—F-L—B—f NF M' W' L} _ KX9N I�f s —�j — NO B STA 1 17M. 1WS0'Li .G35E. IISW'Li_ 1 B AIB.]BRB Rf HGw nvNE� 6 END B EIEV-ffin— W G Su 11 62DR, } C30 101G[ _ BEEN MRIM n �ewP[ SpunNRe _-ML _ UQw \ Pn E C—C—C— MILD raND EDGE, EUGh-DND a � SEP SPEED II DISTING III M B Si.�A' EDGE OF BSI_A B AIN REMMIN EFEVIDaB.30 Li `NN B STA S lI).JOW . `M B STA . f ;n % B L} 16+00 TM' m e. iaa, 2500'LT 5W R] UNNALT ry ry F. `vIIIISL MRFR R[NCvv ry ry A 11051�- PROF. !Ml7D94 11225 IT G+74� 10I IT EDGE LINK. IN C BnA1L.M13W A 14FRI )10] RIx TLE FLIP IP EW �` MUNE 7W 8 STA IE+FEP 71 61 R 0 SIA 18.33JI 73}SFRf--E LAN LID 10.0630 -UNE MI 11 ;ME SPREAD _. 1,23N 11 A 14FRI )10] RIx TLE FLIP IP EW �` MUNE 7W 8 STA IE+FEP 71 61 R A 14FRI )10] RIx EW �` MUNE M 0 SIA 18.33JI 73}SFRf--E MSB SNA 10.0630 ]BmRf�\ LI � SMIT. cna 8 -B)a -, vKPOSSW GRADE 9 SOt a I _ - _______ __ _ __ EmnW mnoi ______ IN aee $e IN ae Ie; ee e e a 1e ee ee _e 1. SEE SPEED 111 1 FOR LEGEND FOR BIDDING AND NEN CONSTRUCTION ITEMS OF SESSIONS UNDER DUANE WHERE HELD UNDER DRUGS MAIL BE I ENSURE NM PIK MAY (NNNENT TO RED EXIESING UNDER SWUNG TFE CIAMPI SI MEANS THE CONNECTION OR AI TRE ENGINEER IF THE I DISPOSED AND INCIDENTAL IS BID, 3 Al NEW CATSH ENDING GLNL ME RANGES WIN ALUMINUM KIDD DEMONS THE MEAN NUMBERS BUILL ME ALUMINUM MY 4 SEE SHEENT (L IS I FOR INSPIRED DESIGN j 5 SEE SI EEI TERM EI PER MINNEAPOLIS 6 SEE SHIMETS LEND TKU C44 FOR HIRE J BRUNEI DESIGN. 7 SEE SHIGIF (RIF FOR PREEMIGHT MARKING LAROUT 8 SEE SHIMETS LEND TO C44 FOR FRED G WONDERED RUN AND PROPLE, v GUIDE GULF IE NODDED ) g � 8fiix SI il.mb. u, L V SEC 7 _Ef 18` T. 23N.A R. 5E.,. W.M. Tx D �� / ROTES. UT 1. FEE IMEEI OI. FAR IE4EIO FOR IXS M y 2 0 MEM CCx01RUCMx IFW$ / B SA 9. T\ O IT a_ CMRKIOR S UL REU KID DEPOSE TR B SP IIaSO, 1]1 LIB O I C! )FOR IDFIA BE IN xKEKE WH 13M LT _K EW SMNE !!!# __ OFOEA DwM DEL DR NISfIF x'xEq II21 OF :SrPa,RB.-`--`5627 B +5627 Li c rvU�S'fsZT�'noffi' 2� FAR � 05 M 0 VA a1BkF38 MAV' -i B Sfn 3hBY5). FDA Li _ Beass ARE SHM cmI 1Y — — "117 B sTn al.M.zeIM.sM LT — m m D— 1 Dcglw v B sDaamna 51.00LT vn GRWE wFut iBm/F ♦ 90. IJ 95 �i IF- xEx P M wv OKI lO M E(I II DwxO ME WxRM.ttR SWL MAKE ME Cp/ECOOx M III M ENGINEER IF M ixFERT pEVPMwS AMD \LMDI, MSTx6 MKxExI B RRN W xJT wloi. ROM' DO INCIDIRDDENTAL Mµ TOI J. PLL Ma' O SxxL 5E AU A ` }I UNUM EECµ ME E 5 0 Ob Q UMBERDEPICTING SIRCNM BER Qttx 0 9?��` a� RN NU BW &M 5 Hl wSy[wED By 7KE PCFLMWrt 050. 19 `[0 "/1 �— CBA3 ♦ �E a. EEl CJ TO Ua FOR LPxxK£ FAAA2 MA P DFEE ESIGN 5. SEE SMEES E3. MBI QS EM GRADEy ? CMEREAN DE DAMPING BERNARD R) 4 p IU DpIES m TN 0 9n D A. 0 6 Li _I W 6. FREE IMEM D41 MRM Cal ECP WE ERILE CESGµ ppp / `taDE ft 0 9A a 98 RIVI LT 5 1= 7 FEE SHEET taI FAR POEM wRIF WEAK �� �� 141 UrvS F.55' w 0. SEE III U 110 DIM FOR R2 — m — m —,,A w1ERLIE PAI AND PRDIRE. { cum Ae� WERE N A'A 0 + CURVE TABLE N 3 - m m, same SEE 'oG - __ / BAA 22.7810. MAV' LTN cam. a Loumx sw>wrL urs unuw Z m TRY 0 SIA 24191 a. S(ae' LT POT (Po TP 0 nn alattSp uo' Lr aesx / - �R� POT 1%) TP 0 TTA 22408 0. ]PO' Lr 30A � OF�W B m D 9&xr`n 1W 25.0". 25,48 1 ti KID nA 222 , ED 91. a - m �µxoxM v¢ r.2141_ 23 00 2400 - S� F POaRrc 24M 7111 A FDA n.sa. RRABKKRAW _ _ _'. - UU I/a a.alm. Li < 11 7111 A SIA OFF Ifl1eW 1� ]t FF ANGnWWT WwSTA NR07• DAY RI_ �E LI AFlw wmxL OE � 1 8 SIA WM'30 3081' Ll 4KWp13091'11 25 X I BY 0512500 W.P7aAR M iAMO� M02� -0 FIX E45AW MILE B �F sU oo A :p Ay RQ A ,.A «q E I8 to Ig 1' I Im -I1 el$ I� -Ij -IP SEC. 7 & 18, 1 AND A A ! \ F— N_ ON ,ON B s.. IE S -LL LT e m� 56 TS 3 A A 251510. j�SA ¢1.3Bb PO1B' Ll f f 1 L 505 ME WRISTLET TNBSIA � 1 �T`4v. oswSB `ONLVm EMIyp 1 ENDS sO IDIO D . EN.j iT /AWFA 1 M a 1 � -------- - II B DODS, 1421 LT IE W' SO r ITT 0 STA 26+7124 IS LT 1 1W B Bp 251NBaI ALEX LT M1B STA 25,7124 ITE IT! 1^ tA. ^' O�J- - Wa"21 On s �. +�p� — i1° I p ORP K� +: ' N�,wa �l w-uxL 251vB20 LT -55' REI RXACE B.FN( 1 -- - - RR z U" TAXIWAY B 2.e+00 w '—.v vzrw _. _- _ z 1' I� L unL F A 1 peBE eierc 1 / ¢ NO s se 2811.1, n.00 m m CU L_ 0 <' —2 pL b2 SDS`, ! ry p ry 1 r ar ITT. SEA 26.85ae.IT 14 alas n 7 2 ITT uB7BE B SIA snsr IT x. NAT less'{ . R. ,—L — m — — — � _ :.np'.7 p o _ c p w 0i vpxam � � 8 ��OUTEME 23N., R. 5E., W.M. NOTES: —/ ENS EvNG .Swo NMBNEt O N NOR IESENELFROCTIONNNrn N 1 4\ SnYSTOR I RUDE ARE NE N p UNSER WILLES UNSER F LIN WE NS WILL EST EDETAILED RSt SY69NGSSS UKKfl NE NY WN CWNUROE SELL T IN B SEA 2W,16, 12.'50 W WE E ME UNNECEaN OR AOnsE ME o w - r ME Ni M ELEw1aNs utl FUEL oxEcnars w Nor IUTEH fMAL ro SO o 3 N1 NEW Glp flews WALL BE LgOEB NON ppNUX DI LENDING ME 10 -i0 `r� DO BLOTS 9 IDLE LT - M B Sp e+ Nw NRPORM SMk1ER A" NUMBER WIN NKEBS SHALL BE MART BI 1 TEE AIRPORT INMENTAL ro Bo USE Sli IT � . - - 1 .. SEE Si c31 TO 04 EEE OWW E) FINISH BoOE EESp " -WEANS° -� B 2 +00 M+0( 5 SEE W EC21 MOR ET.5 FOR ER 42s Or ExsMG WEANS TO — 34V EI NW LION ESS 6. ft SWEETS u" YIELD SEA FOR ONE 28x00 E _ Io 7EENIE OEs p. " L'- 7. SEE MET 01 NETS PoWEM LWepG 4ttN NO f FIG M FEET p A SEE SHEM G"1 TO C44 NOT prof ME INTSELE Tor B sEk u«eB �c R1 m Din" UNTIL fl SEA 22TI I.0 XI � /Wn uu mn SEEM n1aXu ESTENNIEST Eesr 12' w LINT OF HDRETH Tor 89L Ess ITERNINSTRIALro x NOT MARBLE BCflNG I&SE ONEIDEA I LATER uw.m.0 B 4A 0%O7J4 III M ry B 4A 27+77 SE, 17 IV AT — u� IW B NA ri 10. 52 4V IT xaz N n B m n+ncc, zTBz IT �� _� HIMONTALL Uquiliptir a` ®N W AOA��� iAXIWA 2; s SYzu'3zsS's W � ZS g e�NIS I cst MM RI cu ■ (13CON IDS �v Z �_\ 9P\ CBi x an Ymn o h' \\ M e P g v CEY30� \ TAXIWAY B6 PLAN SONE 1' . ZO 4 --BI SURI COURSE (P_w,) 3' 9xuxpb WE COMP DP N) NM TE EASING WOO 0.M PMiEM EppNitx TYPICAL SECTION NOF TO SNE... ENDIONNOORR 4EO Cm 5 BO MINWs SURFACE WORSE (P -WI) B BFUNINCVS WE DOOMIR WI) 81 CEMENT WOOD EASE MRS Iz auxnvPs Nu TV! K STA 1+35 TO STA 2+27.8 NOTES: 1. E SHM GI FOR 144 FOR CROW x10 HER Cp60a1CMx HENS. 2 *0KTWfM 2W. REMOh.wD DI OF CROW ONOw CRUNS m x1EREFEN ORDERORO WS MI BE IQ6 NM PSE CONNECT 10 M DOTW UNDER EIwNS ME CONFR ICR SWL MAKE ME CpxEC00x OR NmSE ME ENGINEER S M I A POPS x0 ROx EIQCMNG X NOT WON. tl Ort& 10 BO 3 xL HEN CMH WINE SW YTKKSO MIN OR4 OENEW ME ARI MCNRE MIIHR. MTGI WIN M3NBE¢ SW. BE 4[EO BY ME SRKPT. CMMµ Nm 4SEE SHEET 01 TO C3."DRI CfWM. S OFESHEM BE 1 THIRDp5xx0 MSECWS701WpW 2O FOR SAX fl ffEE SEI$ EC41 THIN C!4 FOR FRE MTERYNE ].YE SHEET a1 FOR PAVEMENT OW ING 1pvplf. G SERE SHEEEIS D PMCRA C44 M R6 WDRUNE XIvwVIAaYaL¢IO\Y. CellbxwN alg. NOTE, i- t UG�GCDucI®iNRN5E Ai R-400122 SEC. 7 & 18, T. 23N., R. 5E., W.M. ]o w so ao 3o zo ) o o ro 20 3o a so so \ f` W g E 'G N vw¢ ,Ms No \ vwuww -Tuwlnr T.wwv Gam. 11' WNRE pp5 m � ND OWE 5x GNOE c REM \0 x¢T GIJ s 3 S ♦ o \ �fl Y\ 15, reLTOO'on AOA��� iAXIWA 2; s SYzu'3zsS's W � ZS g e�NIS I cst MM RI cu ■ (13CON IDS �v Z �_\ 9P\ CBi x an Ymn o h' \\ M e P g v CEY30� \ TAXIWAY B6 PLAN SONE 1' . ZO 4 --BI SURI COURSE (P_w,) 3' 9xuxpb WE COMP DP N) NM TE EASING WOO 0.M PMiEM EppNitx TYPICAL SECTION NOF TO SNE... ENDIONNOORR 4EO Cm 5 BO MINWs SURFACE WORSE (P -WI) B BFUNINCVS WE DOOMIR WI) 81 CEMENT WOOD EASE MRS Iz auxnvPs Nu TV! K STA 1+35 TO STA 2+27.8 NOTES: 1. E SHM GI FOR 144 FOR CROW x10 HER Cp60a1CMx HENS. 2 *0KTWfM 2W. REMOh.wD DI OF CROW ONOw CRUNS m x1EREFEN ORDERORO WS MI BE IQ6 NM PSE CONNECT 10 M DOTW UNDER EIwNS ME CONFR ICR SWL MAKE ME CpxEC00x OR NmSE ME ENGINEER S M I A POPS x0 ROx EIQCMNG X NOT WON. tl Ort& 10 BO 3 xL HEN CMH WINE SW YTKKSO MIN OR4 OENEW ME ARI MCNRE MIIHR. MTGI WIN M3NBE¢ SW. BE 4[EO BY ME SRKPT. CMMµ Nm 4SEE SHEET 01 TO C3."DRI CfWM. S OFESHEM BE 1 THIRDp5xx0 MSECWS701WpW 2O FOR SAX fl ffEE SEI$ EC41 THIN C!4 FOR FRE MTERYNE ].YE SHEET a1 FOR PAVEMENT OW ING 1pvplf. G SERE SHEEEIS D PMCRA C44 M R6 WDRUNE XIvwVIAaYaL¢IO\Y. CellbxwN alg. NOTE, i- t UG�GCDucI®iNRN5E Ai R-400122 O O 7 w W FEE SEC. 7 & 18, T. 23N., R. 5E., W.M. Y Pro. a LAMD I II I cA']IIII III I iI II 1 +I ______ ____ ____ GxWYCEMENTIRUNWAY 16f34CoxENPNVEXE�- - +_______ HEN PS SXFFENE P�M11xrooU. XnExSTN6 KNEW GCKM I I I All ' 1.6 rr a t °-F '4 4` �I DP FREI RUNWAY 444 � EM PEO SB-NFiNE ` IEN D COx61fiMx PANEL ICP'f6EXM NOTES: AImORTIED POMPEII I. ME HER P00 WJE OFFICE Alm M. sEE 11 ta 2 PILE xN' R MIR Of ANCIENTS NEW UNDERCOVER, COM,fiIGrtD AND ASCO PER P-ECI. .0 CI.J I OU RENEpKxG EP96C ALONG PCC M SHEEP C31 RQ-GSnxG C+ SRFAI AMENS FILL N O ¢ it sUBSURE42 KERNEL EM£ MD Jams MLONNED. (IN}RMK ro Co). SEC 21HE NEW PCC SO-SaENE ANNE. ANNA. R Z g <I a RECORD PERIf S 001-4POWRA8 )RR M PPPO IPR�P g AE AE -E E PNNE6 THEY Sw.LL ACT M SMEED NL NAHONEpK'HE]NS C+P-WI,L %M COKE OF TONWXY, CORAJODN PIM NCR PMENE CORONA FOR LAYOUT PO CN'lIM PLECN NT of RPttP4�ipx Or M Ry cd WE-SR,oR PANELS, AND WMllNG OF NERKM Vzk SCALE IN ME1710 0 11 CIE6 TAXIWAY B6 TO RUNWAY 16-34 PCC PANEL REPLACEMENT PLAN SCI . IDLEGEND: III (P—RONE( AAT. sEE mx l �r cR (NI CI 7 NOR KC SUB -SURFACE PANE. SEE NOTE 2 SECTION - CONCRETE PANEL REPLACEMENT a. ME I ¢ sIER c1.7 PER IERNI WIM) raz.R.Na PMR POP SUB -&APACE PNEL NOR JAPHALT OR FCC NEEON TRI RUMMY PCC WRMY ENSONRANKINE, 9 O P« PRKMM PREFERRED BEARECTI �( wrosED luRnv uCRAFTRPURI v+R P , NIORWmtsbelm. Call66E«H:wu aiR. .fw'usr°I PAT III I' R-400123 SEC. 7 & 18, T. 23N., R. 5E., W.M. 1/z sawrlb 1/: SE�ro saw<u< xT bb�x T DEPTH ASDUN TOY ooD:,°E T �.Po f°DD h SEA q-. 0225 ..-i6. /6n Irt a . EAST TAMwnv I Ii' YX EAST Tnxwnv — 1I' NR1N 1 x- YH CdI51MCAlX NG Hwixr P•xENi aM PAAG ENT ' a. , T sIPB mmcxKSs 9a. nE 6M, TOM Jo' a GRIM EAU ARXI 4 DEPTH TO TO FLU EARTH TO THE UNITS GRIND I ASPHALT FI AGRI WETLY P.10ED Iz oc • sxowFx ary SHEET 4i.s OR MANY PNpEND GAIN M SNRT US TYPE 1 1-0,19- DOING ME II 3/4•OK180 -)ND I DOWELED CONSTRUCTION JOINT DETAIL / e ,TIED CONTRACTION JOINT DETAIL , 0 1 EXISTING ASPH T BEVELED JOINT 1 \ EXISTING ASPHALT BEVELED BUTT JOINT (OVERLY) C1.6 NT TD SCVE GI 8 NOT TD a^JIE G1.6 NT TD aCYE G2.5 m10 sa ju . CallxEulugDu alg. NOTE'. IF V DREG NOT uvsU1E 1' 140 130 120 110 100 90 84 74 64 50 40 30 20 19 0 10 24 30 40 50 60 70 80 90 100 110 120 130 I 3.r O _ W E... _ 1d0'... 10.P Vaca ANSI SEES ro WI 350• 3 SHNNU R TarMr WXYMAY BABBSOwuGRTmION ASIA P O s fOA W x w GREASE ae'" 6EadE RUNUP aarox SAYARKS N 163% O SAW :I#S 6P.f PETER TRIOL : PROTON �EXISTING � CONCRETE " : p 8 / v PANYEM JJ�� .:. ' F npnl __ W is_ SL01 DRAW ro NEWPORT \\�EXNEEVNR lj SUNNI GAMES 5' BiIVMUM`NEW Xp15 SUPi/CE MUM (P-01) E.;.W wSPwli PnvExprtl FMi dWipn PMrENFX! T SI DRAWN PMOVEMENT REMAN 5A OMINOUS ALI COURSE U 41) Y RSE{R-r01) CONCRETE UNITS : :B'tEUExf rtGiEp XY COURSE jP-,i M) BI, COURSE (P-401) 0' SUB -MSE WJPSE N -IMI PER&SA 4E PWIS RN NGMN aYPICALSEWON — iW B STA 14+50 TO STA 16+17 s Teusxm (Rtun NEW mugs re -M) Nor a' 9RW95 STRAUSS WJRR W wI)RATIM) : W E lu 0.0 RUED WARES 2&V TO R5V ZSCY VARNO STIOU'� 71IRAxP�iRVILpM NG SERIOUS NEW (DUE 6117.0 O USE 6H3A) RW GRENCE �M SEE 6 SEE DU GKKAEM 9C 1 x VxW }+ MPTCH. ENRTx°(UNAPPEE SIIXT 6'XLIEfl -I Rb (q MLX TIPPLE BESIDES fiOSTanD PaKMEM GROUND STRIP u -COS) .. _: _ - _ _ _ ;'. TOPSAIL IE MAN) : -- - ALl RN4TE EDGE STA 16+60 TO 4A 18+80 1Y •� '.. �_ 4M DUN TO #ww EXISTING GROVxD� ,yy1F COOK T // \ PAVEMENT IT) WE STEVE RNn " MEN PAVEMENT ttN]ulpX (TYRSE 5- BITUMINOUS SURFACE WPw1) ENSURE; comemm , x TYYwW SURFACE P -w 1) N ' BITUMINOUS MSE CgMEwNOTE! WINES S'fEUEM I:FNp SEEMS: NUR; F -SM) BINYXd6 WEMIRY (P-431SCSI TX (A-152) _. .... _... .... ... _.... SETa6.. 6 : : 'TYPICAL SECTION -TW B M16+11T0 STA 21+75 CS 0 w ISOME `�. 4 TEX I____� -- --- m� W TT no,ro W a ww 6 9W TM APMV / x AREA Ir WrsE INNT SAI ENTER Fnsn eaADEMI ENTI mxLTENEXIDDIN. wRRS -1xs Eta% MExHVINDUREANDi EX HIS VE. L>jR swr VIA -Y0W $ RECORD OMWINB GROUND ^^ MTE EDGE SIA 21+<0 TO SIA 22+67"WEE' ky t " aRN SEEMED To IS PAUL 11 1 MPAIRE TEE U FOR VITUS A WASP VMH mum n. ml L — �Mmc ',.TIMMUNEN10 eaxx� PIT ANN ttR-MYDARTED µ M} aBITUMINOUS wS Ki TIPw1 EETCAVATEON AREA- 6y cvus as eE Sp -ASM BITUMINOUS Ma CRUD cowsE (P-401) 5' BETUMINEVILD wE NJR6E NE -401) , arTUMINUE %sE R2(w) NEW sm olwx a' ImNWous vAR.eE edXeE (R -w 1 WArox) a E MSL eNM¢ pe -EVES) NASTURTIUMS Lx VENT :TrPI1:AL SECTION— iW B STA PBAUT. RGRACE I 21+4].$ i0 STA 22+]5 PDSE PNEYom oMxlRW TACEMEW2 +75 xxoCall6MrcoW.el X61 ro saLE : MOW SLOT DRUM ro BE TERMS You 9 '. :. 13R110 TOR 90 74 60.. 50 40... 30 20.... I 0...... iq 29......30 400.......70 HO 90. 100 E ...140 .....12R .....HO .......Sq p '• LIST B' P°sOsu~lu R-400126 130 120 110 100 0 w m 00 50 40 30 20 10 0 10 20 30 40 50 w 70 50 90 100 110 120 130 r _ _ 4 EmnND cwmD w os D m.4 _.R B SU 22+75 DO SCA sswn SMFE W mo xsp E O n m nA zNso MONA Amwr uta smxx Um SLOPE DO I.Gs TueNyA mNN _ In' SEE M W NAYLE AND ❑ SECTO 8 fOR MN11MMMN NATCH XC E rW .w tl EWAND UVEN-- --` TO UA NYM .P - - - - -- �Emsflm TORAN RE NEM MN6. FlBMpF R- SE) 5• BE NJ°B M6.Y£ COUM (P-401) \\\\` NEw +a. aoT DUN e' mom>NArzD aAc MTBE NR -304) C NDMNDW WE W°RW (P-401) ARPPDXn pSmC 6RNE POI PAVEOW DEY(°DON EXMNO BLOT CWN TO NO TYPICAL SECTION - IV B STA 22+75 TO STA 24+90 RNlms q W ma' no iPVMT Pmmv inmv Iw6mpluG = ���eyyy OWE SPUN EN6N OWE _ rSAUCE VARIES ERGI IXBTNO -1 mx _ loox _. I. COnwfl[rvnOsrrrw ro SLIER B1FP Y fis T !VM I wsPlwl aER MWREIE (1�S) u• IW E$ ISPH4i PFVE FM --------------------GW LaR> ,�. _ t __ _ ----------- _------ GROUND _ - GRO D M - = �i- D TO BRUBIN YF4YEM _ 1-- - EN6DN wG XWAR PAVENM EMPAMNMENT (P -I52) gmNG CONCPCIE tans I W9r. 4E DUB FOR 4• BINNNWS SUAME WORBE JP -401) APPWwMLR LWMN.n E' 61UNNas WE MISE ( wl) VAx7 EMwxMENI P-152) ... .wPRDwIurE wsTNG wrc e' CENFM TG1E0 USE CW16E (P�n : 5' DUMINYJS %NmE WO16(P-401) : PST PAIEIEM °MtIDM B' ¢IEW Th m WB WORSE (P -DON): 8' BMMIXVb WE COURSE IP -WI) EXI NO S 0E DUN N BE AWMD 8 130 ......... ...............ro.....F 1...i. 'UST°s°LO uuuuwRr x 1a AD! s .LcxaDxG y.EB 2010 W R-400127 0 0 v 0 a O h I / h ?f \ A 0 y d B U TAXIWAY Mu 12-11om— SEC. 7& 18,T. 23N., R. 5E., W.M. NOTES: I_ ME MiGI 1 NONx�FOR su5xG AND HEs D 2. LONRKiM SHALL BOOK wo DISPOSE OF \` EMx�x$wLLD%INCOMEEREN WER DRAMS 7NEINNeoErsE S' CONNECT m THE ExsmB UNDER DFNNS OR ADVAI DID VERT \s /E-EVAPONS AND PLAYER MMN$ DO NET WITCH III NN x MNR/R(M RMML Bna.E ANNI DaEDSE EP METINNWOWS SMIS O,OR gUSA,CONIC EEM PLAVL6 IXi51xB. OR ,S Exgx ON THE PLAN ALLTABLES) P� ALL IN SAUDI WINE $wH DE I Mm �M s10. \ ux DECO DEPRM ME N HUNB MEI LBE ABSORBED W MIT EARN xu AS AB1P�ME�1I- N' W A � `f \f 5. OAFISH EASING SVALL FIVE U IFSS FORD QMgw E 5[UD LDCgxC IID Tx B Ll / CH` 8. VICiLE IPM %E 9xLL % TEwIEBB [N5E 52 Eff x010 07NII. ax'u'0.isB1IB's W2P •NF - 1 e u I�MDs" EXISTING\f TREMI O SHOT LOS `TT P. rartP ro,�THE FOR ' .w mm� SPUR c 9�%M EBUSH AS ARMED, MEMS AND LAI GRADING WN uNRDS iiS ryb s7E wo x�' L = n. . e w fP % My ! WP PmcM mww xclroxs5¢ Ob 1 � \ F T MBBf01eWLi E. XE J �sISO LF 18' 01,. / BOND SONI TO Em OUT �D c _— MRS. -- WARMScmc A8SM52 2IXN UP ET11•Bmw M/ c (BEwmo-¢I LISTING WS 12PUT c MUFLU5.w D I6OUURE z RATED AT RRAI IE -26 UL e LEGEND: E >. -" I NOTING ELEMENT sx" o.Nl PISiLW CL1M BASIN 3 #XION V EW"C PPaoEE) RE.NM* SEE B B 5 PBEroxD ,»E I CATCHa _ ® PROPOSED WE 2 GPM WK 4E ,,0 REM O GAME mcTM uo NOTING oKKP DPUI —so— NOTING $PERM DP.w 213 2C —°D— PRDPoYD LOOM DRux 4E2A ED .5 C315 ODLE —m— PROPOSED WAS DRUM — PROPOSED SMNE I SPUR, EM CJR �L— /wq+o!,� �TO/ D px-NUTUDO e1 - g ExR'x AD 010 DUST ORAN ELD RI azs 9 "mom" m� LINE S(NENNS LEASE TMWIEUNDARY pN�� IMB IEE'i0"• m / cuuSPER E JDsx�Ei E AEANDONED. ^- snxTO SANT V� OR 02 5 / a OR� / acoRD DP.x NG NNEALL SflNUSFFRE LOCATORS '. FINDS, I mo PIPES reE1R ,MAN G s , xla,..nmbdow. A AREA or BARREL Call WBOR you dig. DO To AIR DIM NONE, wwm� IF V DOES NOT MEASURE I' 0 20 40 ADJUST MALES A(OCORI R-4001129 O V It 0 W r I-A'XPIRME 1 27 IF NI 9 bm IF WE ITT B STA 14+911. HODAT LT E ITTE RM-7190 HOE so No SE 6 12- HOPE a aett iE BBEER,18 HOPE M� `i TwtBy7i yn`n°Eiim.i6 11245 IT 1 SIE -3358 R E PIS sw EE PRMRED ME 1 CATCH BEEN SEE CJ S A c TR�j�IRA IRENES, 71b m PROPOSED ME x G1CH B WH She 9. IM „6 HERB SIDI0RAIN 10 IFF Sp ED—� uo pISTW HXLEO VAR ST I01 1279174 I Dig SITE n 2C 5 TIRE PRU05ED Snow DROP SEE IF 12. 01 0 PSF E �D S) 00.18RMo 2531. Is - n MORE Enlm4 1wI LaoE THEN mwv"m, THEEN uAR .E i 6 (DEANwr SHERSA. Ir PIT DO A EST O ARF1Fx111GEDiFPo1Ex FIT pM w ry 1 1 6 6' HOPE I F 6 HOPE .� 1' 1r 11 9 RVX 173766.1066' Li TEAM ENTER DO zl 19030£ W yEA SII ' �S3B�w_ IT 2 ITT 8 MUWM N1Eex0. w.T L, C2 6/IP ME TE L AS EF Ev8Tx6 W ARMED ` I ITTE B �3 BOJfy' T SEC. 7 & 189 T. 2311 R. SE., W.M. GRAB w11.ITS M1xE AV S Li BETTER 12' BE E BIMLIIYDM REALE 1-2375. ` roIW 60,3E SEE 6 ews REHal" OCR �.. ..�.�.. IOU Ir NOTED -�'. EXISTED CATCH WIN j PIS m1 ON PRMRED ME 1 CATCH BEEN SEE CJ S B 61x'a 0-RSR9He TR�j�IRA IRENES, 71b m PROPOSED ME x G1CH B WH She 9. IM „6 HERB SIDI0RAIN 10 IFF Sp ED—� uo pISTW HXLEO VAR OPENS BELL FEE INSTAILDED WERE N EN— Fxis6. 13'5 W CONTEST 70 111 POSTED UNDER D 16 612 HOPE 2C 5 TIRE PRU05ED Snow DROP SEE BE I2'.6 SNemcacOR E �D S) 00.18RMo 2531. Is - —1 yEETHE FISNArONS MO FLOW amiwxs DO — PROPOSED SMILE rnTPR SMP. SEEQ Prim MmsV SHERSA. ¢10B'• zLor wx1Uor JI 5D .off_ RNESSINSIR ENDED MITI Mo DEREP — 1 1 6 6' HOPE I F 6 HOPE .� 1' 11 9 RVX 173766.1066' Li TEAM ENTER 19030£ W yEA SII IE_- I8 NA TI B ST18.712. 1072 6 ITT 8 MUWM N1Eex0. w.T L, C2 6/IP ME TE L 511 M Ev8Tx6 W E• x589.18' S MOPE NOTE) I ITTE B �3 BOJfy' T G7 5. GM SPIRIT.RRED M SS TOLD�LOC TRE FRED F.25jwkew A DI Q W -2t57 IV 5 mxLa11 ;51. liE-x6.63. 3 _ 1S 7 M ME TV (ORl SO E DATE. IV N Hxss �1wERNEW RHX0.TM. 5¢ y Y m SY SERSH AS MVES B6M5, ME G1Cx YA7 v v IN 8. FAR M10N lOExex SECMXS SEE C ANDERE1 x . P• B STA s+ZDa Of mm 1III PE1a ° (HEAEwrcn x CRr11E 6ivr 1wHs11w11 m O.zu E. x548, a HUE Raw XIWAM�UP }211pB ��DDT—Uo I0 i8+8UP— — DID Ione � —I_—__i—_—_ -I— - _—U0�_ .. OCR pISPW DUMONT rt1 q® EXISTED CATCH WIN j PIS A WED PRMRED ME 1 CATCH BEEN SEE CJ S TR�j�IRA IRENES, 71b m PROPOSED ME x G1CH B WH She 9. SIDI0RAIN 10 IFF e jR uo pISTW HXLEO VAR OPENS BELL FEE INSTAILDED WERE N —m Fxis6. 13'5 W CONTEST 70 111 POSTED UNDER T. 2C F-2 PRU05ED Snow DROP SEE BE I2'.6 SNemcacOR W 5 053 2531. Is - —m— yEETHE FISNArONS MO FLOW amiwxs DO — PROPOSED SMILE rnTPR SMP. SEEQ Prim MmsV wnx. ¢10B'• zLor wx1Uor JI 5D r� RNESSINSIR ENDED MITI Mo DEREP 1 SO OR K MI ON PLI IXi51x6 SWT 4. ALL NINE (ORION FEASING MI BE 79 SEEN TO VewrSEA �11 Mal FEE ED I 5. GM SPIRIT.RRED M SS TOLD�LOC TM x30 0)Y Ll re A IV 1�r. mxLa11 mvseeSIR 3 _ 7 M ME TV (ORl SO 1-013) OPEN RMIx6 E IC1M M RHX0.TM. 5¢ OCR pISPW DUMONT NOTES q® EXISTED CATCH WIN j PIS PRMREP 4EANI She s PRMRED ME 1 CATCH BEEN SEE CJ S ® PROPOSED ME x G1CH B WH She ME2-0' MwE PLM DittcTM uo pISTW HXLEO VAR OPENS BELL FEE INSTAILDED WERE N —m RSM STwx VAR W CONTEST 70 111 POSTED UNDER 2A 2B 2C —UD— PRU05ED Snow DROP SEE BE I2'.6 SNemcacOR W 5 053 EJ S —m— PROPOSED SURE DRAM FISNArONS MO FLOW amiwxs DO — PROPOSED SMILE rnTPR SMP. SEEQ RT TO B STA ISHADEA 473 LT ub— 11 12 Jed w _ Surge IN FOR C25 `SLOT DPNH RMw.4 IV REI HOPED iW0 R1eM10 VSs•DERCHEI) On 1113 DRAWME REST (SYS11FLUCHONISEULT SUITE rcDoxxbarsbelow. Call before you KATE lulu-T°u:~ NOTES PIS MO TIN �TRTEmX RMS.END ME2-0' EXIESTO UNDER DISKS WERE NINE t OPENS BELL FEE INSTAILDED WERE N 01x11TERMS 9 0)G I6N37Y IT W CONTEST 70 111 POSTED UNDER ITS RIETWITIR SHAI WE THE SO BE I2'.6 SNemcacOR MAINE ITS am� F III! RARE Ir E FISNArONS MO FLOW amiwxs DO . wnx. ��SRIm JI 5D 'II RNESSINSIR ENDED MITI Mo DEREP POST DEMEARK PENN WERED-OCES SO OR K MI ON PLI Ir HOPE* 2" 4. ALL NINE (ORION FEASING MI BE 79 RESIDUE M�RORION FORN IN �11 Mal FEE ED I 5. GM SPIRIT.RRED M SS TOLD�LOC TM x30 0)Y Ll re TA x. 12'S IV 1�r. NONE R 5 HALE MrtD OMERx6E M6x 7 M SO 1-013) OPEN RMIx6 E IC1M M _I SERSH AS MVES B6M5, ME G1Cx IN 8. FAR M10N lOExex SECMXS SEE C TO B STA ISHADEA 473 LT ub— 11 12 Jed w _ Surge IN FOR C25 `SLOT DPNH RMw.4 IV REI HOPED iW0 R1eM10 VSs•DERCHEI) On 1113 DRAWME REST (SYS11FLUCHONISEULT SUITE rcDoxxbarsbelow. Call before you KATE lulu-T°u:~ SEC. 7 & 189 T. 23N., R. 5E., W.M. NOTES: il BE BELIEVED 0111 MR UPLEND FOR EXISTING TB 9y gxtWo. ISSUE LT IE�L ILONi RSx4E 6 TMMuwo fRWE UP (FAT: RIM -2589 96 e' Y FUM -24,55 xx.xdC. txx3' [I aNx&T DISK 12 R 10 ' M C8/9t ��- CONDUCTOR STAIL ON µ5 xCT OY61xLEllCx nFYS. SDIVIDEND LINES OUNS WHERE WHEVO LOOK EERM24 Ix S 5EE C].e t C. BIT ' uie w SO UP NED-21,50. 10 5 SENT,111R=ABUD ZCI 1214 IT DUNS WILL W WMALLED WHERE TIM POPE V 12 I- Exi IT-58SY O PIe �°$ C SOWED POOREST TO THE PRINTING UNIONES [FRIND THE CONTEMEM SHNI WINE THE CREDIT Far N I9A OF AHMED THE ENRICHMENT IF THE FARM SSV 161�M O O.tl[ Low; .Q4 Ix s VIOLATIONS WOEx MO FLOW tlRTtxw6 W Itli EMM p1�gxlM 9x6 1 119 6 13' x52 0 -1.8{ -0.12 / 1 I m V 18' NOPE O 0.1 V 13 w e aS 1 COWFACTOR SHALL BRUCE AND) DIESPOSE OF SEEM \ :. ° a ° UNI ESSO�sDso—so �, w9ma ONES I REPLPax Ewsxxc. M 1S 5xYM1 ON ME o— . —x �B Vex' o e v8A LPI •xEWExDID Bt11' EPEE Wu STRUMURE NUMBER PATCH FUH4 NLExm BI THE SUITNUMBERS EXISTING msrvE°n BE s °R° m CRI 5 CATCH PHONE Sili HAVE g vullm tw"e sr SHUT. 11ax' v e 1r le weo w� ° J 'mss xmn o1XEmssE. Si Ltt�c uo IN, S sa 21.49.1 IOTM Li yqFIT, 52 + fix -254 IPASX W '.M.x n 0 z[='I a 1 EXISTING D. n Xs 6t C!s Pou DROP / I� ] EM Lm 1 6. DUCTILE M1E IPE OTHERWISErc5X �ss E•2E.O. 12'E l} J THE FILM AND PROFITS E•xE.15. 1Z'ED x 8x TY 1Yf0 oI '6' Ex4_ ro V ERVER q�_� E4xt B] 111 S [ sx , I i3 W (C CTS) 2R S1wl CP.NIx6 M 2SNRE5 W�r—r BP S r r—rte C"19 NO TO1 t1)Li®°p N.L N659) UNITLTSLCx AS MqE; EElws SGttx LIVER NI °M n- S N T ENTENT (NEP n) �E II B. M IVPGL iRFxGx SECTIONS SEE 1e W YE M rcSO x1A 12' x'xx / N 8Ex W ILL m m m m m _ w1—= !P_W%f m r L1 1.211, xeflDMB L m w `T �5 .rte—w— , / I ROOM Mail 1-¢w 23 ao. 1v.r IT � 10 +1 C51181, ME 1 M%ET am 8'sE INCH MEET < Imo} ryv��r=A6 STA xi a}5 b8'Li IS 2RUMN �'n W xJB ST "W1 ELECT Cptl11 IT W 119x8 "5 THIRD ft exE•'1& O N15 P N�ggx °jb WE EEW.ID.M /�j}J� Q I'4�i Urrfal8 C5 sn z1aw.9 ns' LT s x �nmM Iw C [.FV UP NO 1x' a a 59 0 OIL �n 11[ 2129. 8' XOK P[n 1 xx IN 2562 DIV LOU 1 20 00 °�^.o-22+ea4��' ,�+oo L� z.�+e._251E mDE � OLD UP F VI Etl w ro th IESSUCT/f8W55x EXISTING SLOL SPIN TOP H 2MA'ED. SULE IN W GUFF FATED . n.e m 1E RBEEBB TO SEEM 025 REMER Tip FRED DUE 0 SFTE VP ]I+31�1.T j j 20 9 20 0 c=ei]ri'1rx, w I Cex.]5L— .NNt T, 1r s o.Eoi E - DROPS. TrPE 1 _ IEMg1 M 18 m 10B 11 1 5TP 33i 1 a_m 12' .1; SPIN CONNECTION. ME rDLO1 MSS%M mIxFDRI 19 Ne i - •• •• m m m 3 3 F °BTEB a, 1 1 of Parc i 44 nM15 SIP xxH]A Bx.O' M 8MNM �Y EVm 14 18' a0T o0.W xPo 18' SIOf SPax, sEE 10 W. INUT X oM W, ME ­ABRALF 231 Is- Is LOOLI 19 -BY EMOx M 18 e i LEGEND LD E4EMO CALIM i S O.® EXISTED Gtt4 O.W" i 9nLaosxo C T. $EEe aI33 ® ve OY181RLLTd1 R-400131 • gEPoap Mf 1 GN1 EVEN, GSCHREMIN iFIPo4011f R CATCH 1I ME ALL FAMEM4 DEPECTS) THIS TE MIM ROW DIRECTOR µE POST iuo EXISTED NEER EF4X AWIV FUJI ' WNQ SO EXISTED SmN 5R4x REC11 W , 2015 nEa — PosxS L1aE9 WUNI EEE 2A 28 2C X1N• Wnmbalow. G5 C35 � —so— PxLaosEo srMx oxrN I ARM, Douglas CXllbxon ryuag. mwosm swaE ' TE: i O nL a CUBIC SEE(p SCHOOL HIM SCALESACCOMOYIRrvi 1• Y utm TiSEE 111 WE SEC. 7 & 18, T. 23N., R. 5E., W.M. NOTES8 VIA : VAN iRWE MO ME / � 9F9.9 STIFF A 611' LI AND NEW CONSTRUCTION TOM EXISTING IC WBS 16H0 -.E. 1061 Li RVM E+A.11, 19' W q / 610JL IB'xE 2. C�OR GREAT. REGARD NOT NAMES OF 36AA 10.1 V 4v BLURE WILL CE SEGMENT WHERE NEW ORE EL D9. IWE KEAGSI ' S DUNG UNDER MARC WHERE NEW UNDEA C IT B' E \ 6. 18'E Bryy�lr Aa IB19WAY CORRECT HE THE DUNG UNDER DUNG 56A RANGE THE DROPPED IF THE SPENT v .FINN IRM NO-GO FMM iP H18 ANSHE I 1 g E F V 16 O O ].1M � M AND ROW MECXO6 W RMT D55p I IV P 0911 Om IX,, IxER U0 TS .1 6 4\ ME PIT U, 10 UP AR DSR PIPE /REPI.ICEO w If: W/ w I[iE� - T ZI��OVzSp„--- Sa m se meet (ANSI rr w.. wr. _ ENISTND. DR .LS SIYfM ON INF ^ I\ ED M9 E IflO.O9' V w. g _ 1! W/ IS' INE N MA O HIT p / NRO _ ~ �— __ „. sOw uo ixnum w�.„ y 4 V N sXFEI 4R.5 TMEI SBA -HDPE H 7 4F OFR G • N SIT PES y y WASH M B PPp]ECT 10 S� wNiNUMBERSUTE rl 14.,6 / YC.IeW. le&70. sXW i.LID31EDINmF 4RPoM. To vcPMAN GREM W H'A / N w k6 UP IF - 22M 0 MAE MWmRE EACH pMNS mRNb,E. GOLD COCONUT UD E ILL y 2 +00 TPJ(IWAY B 30+00 ss WLEFIT RATED R OTHERWiSEmc4rv¢5 cos O UD��VO ��� W _ I. SUI---WI-CCH LSI.SMM R FFIT NE INALSWEWAGON S .1XD ON FEATURES AND PASSUE 36 o U0� YBi� uD= B. ,CR TYPICAL IMXCX 4GIpX5 le NI No _.5 DEMO ED 2- I !FAGG WE BESM;wTWWN ABANDONED N1 W MUTANT 4� ART NE MEQ IB I ry RED u� UD w _ YIT D D \ — — 3 p PIPE 4iAFT RAM) LAW REI OPEN � I D ry `EMSIIX6 W MEN !]M � y ` STA 25108 . 61.7 AT A 9! LL \ / F B STA BBH1)�6. PoI65' LT DUN SELL IN YM%E neE x. V SPOUSE.E F N{f PETE / - RF 176 12' TMS 11' HOPE ro ACD1/ccr IT EXISTING WiF (1E15 �RiPo / w 1r CAN wxrt Mw M AN #928 TIMPANIE PLOT WEEN. MI1�. MEN ME 1 EW & ME '.R SHELF GUS SAM FRWMxx BM 35TH 1195.. . v AO BE nmuxD) 4 79 WAGON DRUM HE 1 ED�) MVWt PETE owIE owls NOT 0ET UNDER �BUSH AF 031 OWNS. TIME I XED AA 9SWM NPB. 71.-9 ED _ _CIA _F i[4EPEE IF S rzI:J,H HIT NMEENDEL D FMGH TRUE! -v. m m� I H E� m a� 5 �¢ a PIT s � LEGEND w a } z E4snxc aFAxwr e w UP v D.® E4snxc MINE MW PROPOSED SEE INFORMED MSE ICATCH WRSEE SEEe Q O p3 ® INFORMED WINE ME( REMAINNOTE: ALL ALLSTRCTURE LouEDxs. mnaT PEs k EEDEDPiCSEN M ¢ DP.nM UP ABSORB UNDER MAIN T MSAoZF)EAL SUNK E4snxc MAN MAIN BECORD onAWlxa w R-4001 2A 28 2C —UD— MMMED UNDER Mux.PLE CJS 05 C}5 �}L� I(6 Mi1b810W, —SD— PROPOSED STMM MAN Cell Who TIED SEA PROPOSED .1AAT FLTMSE E,6 ® L DOES NOT 1 - AD 0 GO 0 wCO R-4001 SEC. 7 & 18, T. 23N., R. 5E., W.M. FARKES INTE oO VHEH HPSOIL 0E0 SURFACE OF FRAINA MR SEL PMMUS TR N HOT REQUIRED mXNEHS HE;H� RImI.H ] t---MIN N4v SE AlQ FIHmLA SHE UTTERED NEXT THP �L v PAR HEvo-, LOHUE"tP w"."` Ha]"0iP oHi`E p DEATH EA ). Tm qH mMiN SURFACE TS wTHEREOF TMH ENsmo 41 5LA OTHERWISEm BE NURSE pn ' NURSIS E (P-wn IWi P6EUEM X UNLESS NI IN PLANT OTHERWISEON alTE FILTER'4300 AMP FILTER FASTS LAP ePORI arra PawNs MOUSELLNURSE CI wove amR E.mrc oaRR.P FILTER FN TO TP PIPE AT THE E oo`:,zs'ANTI usoi HE8 se PEa<wPE _ — se PW HOPE __ - 3 MINIMUM AN HPE). ANSI FOURTH WE MO LEAL.BWilli w-H HER FRENCH O,wqBE ` TRENCH SECTION UNDWRAIN DETAIL - TAXIWAY OVERLAY �3 A DETAIL - TAXIWAY RECONSTRUCTION PORTIANCONTEST PI I re SPRINT to WOEFUL AKIM (, FEtlR� II MEETING SUSAN. IF BMa4o WI VI PROPENSITIES) m 9lPPIOE� EDGE R PnvEUFM PHAEO 60.NE M Z S LHHR]"E°iP �oRimE o ,.: LHNL�E IF610)µtu<I.HL D SUPER uoFIEo HRux 6 MT 4RH i MLAp mHN ANNULAR IF F Por N OS LPM�If'PFA ' �` � i.v,9•. H6'P HOOP RUBBER (ENNED SP4OE. M CC RUBBER PER PER uuuPHCNRERS PE INLUNG ENWMw HH m OWME R-ma) ¢pPPE COLLN NET tl ALTFA OMAN REOWMENMMNS SE SLOPED OPYH tt!N d J OCNtMT[ &LNTLL PER WXOPIOIORIX o s WPM ;rtl 4 8 ra,Ea uexm HnrP I�� ENTER TARIFF �aao wuwxa w o PINESFIBER JOINT � o MOS _PRO OR "OPERA PIPE IN OR 4 a. APP HOPE mrtTH M H HP a al a 0 THE e h £ MEP FILTER Ra9Rlt IE ZE L �F I I a u SEE PERE s. wm xmm OTHERWISE m LALs ANNE, ANTE � o � � nmR Pmac .ac 6eE mcLlrurcxs) � PIERN XP Call�mbres IJEE —ea N0�1E° � C3.5 xmN�EDRESENTRAIN DETAIL— SHOULDER RECONSTRUCTION cS '4 KKPFCAL[CLEANOUT DETAIL KKLOT DRAIN CONNECTION DETAILNOTE IF PC �HR�. 'zH, I] R-400133 G G] u PRECA4 HOSE SECPON 1 1 TYPICAL CATCH BASIN, TYPE 1 GET - C3,9 xm r0 SGIE CARD SEC. 7 & 18, T. 23N., R. 5E., W.M. (6 1 TYPICAL BIOSWALE SECTION 01.2, 01.3, c2.2. c3.z. cis I'm ro wl< COKE RFOIIRFYFNTS. 10A 08 WLI; &G WERE ZW M1� /r AYWLT MOVEMENT UP FEE PLOT DEAN ( TE (CENC G, MaTiIM) (6 1 TYPICAL BIOSWALE SECTION 01.2, 01.3, c2.2. c3.z. cis I'm ro wl< COKE RFOIIRFYFNTS. Qt AREA DEPTH, XX neM E am WELDING G TD EYtlLL PIH ARE ANY PUCE ENTERED ]. MMI ] (MIN) FOUI ON III MmE muncsu1/4. 71, 10 TYPICAL SLOT DRAIN DETAIL C3.1 - C3.3 xm10 SGIE (6 1 TYPICAL BIOSWALE SECTION 01.2, 01.3, c2.2. c3.z. cis I'm ro wl< COKE GEE O �al �,aPJ 2B zc HP.gN C13 I PENDE e ( \TYPICAL FILTER STRIP SECTION c3.a xD] ro EwE POPE MmaTLY DAEIRNLwDE` AND a PREEPEC CONCERNINGTO OVABLF•D DRIVEN, FEE w/ 1' IDENCH OWN IHx I RED! SIIIL FK ZOxE �I � 8 ML IQWeWE,Z'&teCORE N •"o' •'-V NNNECH rn N PREM„ pF[ PW TEE THEATER Mrt0 & SHE GRIME BEDDING REFER AND BIEpB EJ S M BFE➢OIN6 KANDARD OLDNPxbx MEUR MIFD µD VGFHI•x,•b�. °..•� S EDGE PINCIUPE xnp6 FOUNDATCHIItp 0 • O.O • 0 GFRAL KMOU ,w/1 4pvx M%x5 •a rn e"n ��s ° °, V,IN PJC AND NNPP PIPE DUCTILE IRON PIPE CR 0 \ TYPICAL CATCH BASIN, TYPE 2 9 PIPE ZONE BEDDING C3.1 - C3.9 Wr M EEUE C},1 _ H,4/ } a N o SEUE W9x4 le ve[E/161MEDRM 1 m m I 3/a' EPICE TEMPI�]/6IXM (T) Di COMI 3/lirIEDNRAMMED HEIGHT GRATE LLfi WEW (REINTRDUCE 311IF FELT WEN KomSEErcX m ee CRAR � E WELDED HAITI CORRUGATED PIPE EMo.wmEMINI w. Call morey&D as 10A SEANDARD GRATE 10B VARIABLE GRATE NICK q 2 E C3.1 - C23 m ro SGtE C},} xm i0 I O I NOT AEASUflCEI Ry 0 Q W SEC. 7 & 18, T. 23N., R. 5E., W.M. iPRS OFF puDPoxf NOTE Of PIPE IN ALL STEAL PARO MUST K GAIMUE), M USE ALUMINUM PREFABRICATED STYLE PER SO 12' DOE BYAaNE /t E,N IAM ON DDI SOMI DEAL BpSxNE /2 E,N . ISM i/I'W flV¢ (SMCOIX) a 1IN91 RAC OEO SIR / ENDS WELT 3 EME �' OGD F yp5 p SIWR W(4) S : YIR ED D 0 W ,WNERM PIAN NEANE DDS SAM L ADMEN SECTON B -B IH1/2'O rsv�OOF O Sx NOS 15 DI TO eroswuc ee INSTALL PIPE FLUSI j WxH CONCHfrtWNl qC CIp/MflR �g SHYDRIM DITCH A M WEANEIR v3 A lnl GSIH WVl END VIE ELEYAiI� ED TRASH RACK DETAIL 3 p_ 11 B B g C3,2, C3 J W* M SONE I- - -- 12- HOPEs TO 6rtADS IN`ti' OP 18' p e M a q,PO OVARAY �GROMANN EAR W Glx SPACE. m q GMx BASIN. TIME ,L _ H g G SUNNI NEW SECPON A -A 12 FLOW SZPLITfER DETAILS — LS 3, 3 xm L3. 0 .yrs F J �DID DUE cem AS orm AN PLI RUN ire a sWaE J - rc s < rW' TWO SAPOR - UE E SODIUM salt RECOBO aMWNa w p N •ma,.�W p�ME e<aDNmr sEaLs ¢m z -- o} a `a o k i ,ec roH�-MeI � g 9 o ,n Nna.wunbelow. vers •�•� 9 =E_ r,INN °;eE01flIc`xcP flPW1 Call eomrerw as «DM «°Is 03.7 13 QUARRY SPALL OUTLET DETAIL NOMF�1 C3.2 C3.3 x0i 10 SGIF SS L" WCEBNOT V INAS gflt' NGLY Nxlwev ID,W Mx3-M,0-007 R-400135 IEl US TI caRMI OF Fin TOO JU 5 EMOREW (I AT t OF THREE NOT MID I UNSTRUNTON ITEMS THE DEPTHS MIT U)NATION OF UTILITIES ME APHROXIMATE AND FORD ON THE REST A MINIMUM OF 2TO FEET MEI OF THE UTERRUNE SONINTRUCTION IN ORDER TO WINTERS AT THE UTlLffY ROGERS FORTRUON OR MCHNNINAL PONT CONTORTS COMMATE THE I OF ANENVORM INFORMATION 621 1• I(mw Mi1belm. Cwltemreyauaa NRR F v i AIF DDS WRESNRRiaKCOPNINGLY' 2s e \-4 zR TIMES IIENFEHs YH IM1P14NLL6 OIMWKEI PENN 15 10 5 MEY 5l iM5 ME$ ERR ME FlRE A g WRIEXNNE W MTPQFPFNCE. a NOT MID I UNSTRUNTON ITEMS THE DEPTHS MIT U)NATION OF UTILITIES ME APHROXIMATE AND FORD ON THE REST A MINIMUM OF 2TO FEET MEI OF THE UTERRUNE SONINTRUCTION IN ORDER TO WINTERS AT THE UTlLffY ROGERS FORTRUON OR MCHNNINAL PONT CONTORTS COMMATE THE I OF ANENVORM INFORMATION 621 1• I(mw Mi1belm. Cwltemreyauaa NRR F v i AIF DDS WRESNRRiaKCOPNINGLY' c tm OM, Ti SEC. 7 & 18, T. 23N., R. 5E., W.M. I ME LNEEND ON NOR TI I MR FOR EXIESTINTE WHO NEW CONSTRUCTION ITEMS 2 THE TERMS MEET �AI OF UILIES ME MEMORIAM MET FROME) ON THE BEET AVAI MIA AT ME TIME OF SEMI ME CONNECTOR SMALL POTI UNITS UFLANS A MEMUM OF 2M FIT AHEAD Of THE WATTRUNE UI IN ORDER NO STAN SEEMS .T,K AIN NOTHING, 4 IN NOW TO AMAD POTENTIAL Nn THE CONDUIT WIN NE STORM TOWNS SEE SHIFTS C3 1 THEN ADDIONk INFORMATION 5 MR NOTESowNiEI x SIMMONSMxs RENu UNITS ^t a a IN 1I-I'r.e em: MEANT. aim'" mprs.le c , -e' Is w. nrnn x all S " a s Pwc uxcm u REM 0 00 ITS 13 _ IL MET gi51xG MN6ED i Z U O p n F 0 VI E J Z p O d5 JO ,p 6m Ni THERI MITI R IQY PIK Uw OWTHR w¢b@SIF FREE vwiI FWIFD tAeEMLWPAPE : : Ott b 25 25 O1+1 AT"WE _ _ U!"D ON25 20 212 m Q Z w u.oi 2^ : TS t5 kF K _ zaMr ¢vw Ld 8`01 REUTERS E IRYPI1 3 r 15 K t0 w ZIRnoCAITEE O WX S,Mx 5 R �+S 5 C.81�hiare Yuid4 ..Ow 9 +iE� �I w sMloAs "w"E. e°�ME, `"15 m w .: :!°ic.-5...... .� t_.!... .. ..,. I WEER FIRE WATERLINE PHASING PROJECT PEASE ARE WAlffl PRE WAIERUNE CCN ER UCIIM SEGMENT FOOT DESSAPROM UNE STAGE NEN TE -H MOW NAIVE CAMNECIICN CLOCURES TO SANK DURING HEW RE -IN NEW Ix' ARE NATERUNE STATUS STRONG ARE WATERUNE STATUS TOTAL PHASE DUMION (CALENDAR M5) xa HOUR CONSTRUCTOR WISE WAIVER AVNVBILRY WY/HIGM 1 A VALVE ISEOSIIA N HE RATER STA Ix+IS WORLD Ir MAN MOVES AREAS. ISEciw. RRRALT INDIA RI INDIA AND MRS. NO - MOSCOW ANSINE 7 GO x TER STA N ETmrxr Ixm MS INDEM, IsmmA I%C3MM. 1SECWO NIrc ITSTO AND µTDs: RAND TESD - HIMENIF ROGER To GO KEMP FLUOR, %GW -CIE MEADOWS To UNF ART VEwY3ECaow ID IE -x IJ wG3Mx MINIMUM OF OF CONSTRUCTION A ME (5( MAKING MK xJME i5 yW µD THRUST RESIPYXI/RIMpW FOR 1611x0 NO IRON WELLEMANATE. OFFICE IXSiND REQUIRED MM (N) HOURS NONE YM1L r W SOMAL R M MOTE 'x EC R ORALL P EAN IN FEET /µx[ uwrtcncx / LM COVING T ALL WRTWS ATTRACTE FAA ME6SPOKES AN E mAUREOEP OR TO NEW N5 'O NEUTRON M AD RO µARI PRICK TO E6MUHU4Mx. MN DIE dl E CONKC1OW 10 THE RESER GENEVA uLL R CONE x HE PRESMI ACTOR MOVE LY WIN AU Wllx PLL tXY R KMOX WE �pH 0 STORM KxNErnM WON It WALL AI Ax NORTE) YES NEAM,IWATM1E SECOM TH THE RATREPRESENTATIVE MTh _ HAT LR, Afi MPIUSA ACRO D a TIE-IN AI SURFACE CONNECTOR PONT BE WALL TE -N N GRAN) =311 FETT =312 IMMTR MRW 14 3, A CC%Or THE CWmuG' S EMIRATE OP INSU%NCE MALL H ALL KOPoYO HONG AND uvMEMANCEs SWLL H PRERNR FE-INBEI WE AT MUSLATE CONNECTOR PONT WE WALL TE -N y (ETT) ACT S SEC%6 AWALABLE AT HE MARK AREA AT ALL IMAGE FARGO) A ACCORDANCE AN THE COPY Of RENTON STANDARDS ALL LOBBY E4 -HMW NOYCE TO THE DiEpxN1G TRSMix SMALL LOF 'M6 BOUND NA m BULLFEE WH COFFEE NEW ANISRUNE BOOM Eu w3H PRIOR TO PLANNED AMPATUR MTh MTh FEELING PIPING OMAN SHEILL SUFFICIENTLY PRECOME L� OF PIPE I OTHER NEW "GRAND / DOMINATE SPECIES AMOUNTS AT A STAR PRMAK OF 15) PSI ABROVE HE MORGAN PRESSURE WINE MACHINES WHO NUNN OF A 8 STA SEATS CAP AMID "AM RRu a RETE TRE a STA 1501 N VIA 22150 rENmE EM GEREDFRuxE - - MRh WOm14 WIN WEWOMAN CEMENTDUCTLE AM MK M2 PATCH BE LLEEH, AT ANE' FRENCH SHALLOMEHOW SOUTH OF A B SEA 15+91 REMOSEE EXISTING "MUNE 5 51 Pm ACARL[BE eb C OA.ED ASTRES THSTRES SHALL x01In ME MIN R'A 1RPRESExTAME IMMEMTE.LY Ox CLEARID PON PANG � WE NOTHERES B TWK/PFIG2 WNW wATWN[ 3 _ L ME MADEFS CART WN AN OFII IM X � AN THE PRS9R TEST. M LINE swLL BE IniuM M UAREDRL�'N fi ME FHt. o51E PRBE FIRE MAIN GENERAL NOTES: 5. COMMON? SHALL TERMINATENL FANWT KING ANN SIRUCNCs. SCMOUWs E MOUNTED N HONEST 6 -INCH NIxwN AUDI TEMApE A MINIMUM SHARON RAI PVC BOND FOR ALL FACILITIES. 1, FROARE SEMAHL COMPLY WN! HE OSWgMwrs OF ME LATEST mmx AND CAP HE REMNING EXPOSED ENOM OF ARRESTED THAI VON 11 ALL MOW EAGER BAN PINES ART PONTRA WALL HAVE A FROW WE PITS KEW WORKSTATIONS AT LIMIT 2 WORKINGI BRAT TS MANOR OF THE Cm OF NONAN RWC KEW NWARE) sPEPMAMNS, OR - : OWI, PHOTON TEM PRIOR 10 BEING NAMED. MOMFOCTED. NO CONNECTIONS TOH E ExiSnW WARE EFFEW ME CONTRACTOR AS Cixm HERON A N R MROVm PAIS YPLL H W HARD, DOWNS. PATCHES. IT A TITY 11NEOEIEE � EON XC A M OO SITE PC-COMMU C 9E ANNPTO�M z SCOL SUPPLY, OFAN:DERS CONECHON PONT BEFORE THOMAS THE THESCgTIFKNfi O N MALL HELD STATN�WOODEN PRIN TO TURNING MY EXCAVATION KEMP FLUOR, %GW -CIE MEADOWS MINIMUM OF OF CONSTRUCTION A ME (5( MAKING MK xJME i5 yW µD THRUST RESIPYXI/RIMpW FOR 1611x0 NO IRON WELLEMANATE. OFFICE IXSiND REQUIRED MM (N) HOURS NONE YM1L r W SOMAL R M MOTE 'x EC R ORALL P EAN ACCEPTANCE CONNECTION MAIL 6 NNE BETrtM FEE MOW MIT ALL WRTWS ATTRACTE FAA ME6SPOKES AN E mAUREOEP OR TO NEW N5 'O NEUTRON M AD RO µARI PRICK TO E6MUHU4Mx. MN DIE dl E CONKC1OW 10 THE RESER GENEVA uLL R CONE x HE PRESMI ACTOR MOVE LY WIN AU Wllx PLL tXY R KMOX R µD RECEIPT OF W pTISOI yLIU9(0 µ0 PROVED OTx PESSUR µ0 PURVEY TH THE RATREPRESENTATIVE Tx[ _ HAT LR, Afi MPIUSA ACRO PEId1R ODfxxm FOR M6u[[TW'P IS THE ION PURL TON MILK SHEML BE BY 2 THE OERAM OF HE SACHS NRm6 ASE APPROXIMATE NTE MASS 3, A CC%Or THE CWmuG' S EMIRATE OP INSU%NCE MALL H ALL KOPoYO HONG AND uvMEMANCEs SWLL H PRERNR HE MEANS REPROVERFAI THE CONTRACTOR DISP:ml THE BEEF REFUGEES NPA AT THE IME OF HANDFUL FAR AWALABLE AT HE MARK AREA AT ALL IMAGE FARGO) A ACCORDANCE AN THE COPY Of RENTON STANDARDS ALL LOBBY E4 -HMW NOYCE TO THE DiEpxN1G TRSMix SMALL LOF 'M6 BOUND NA m BULLFEE PRESSURE ISLAS WALL GO ASUMPLEME) IN FEE PRESENCE AN ME PRIOR TO PLANNED AMPATUR WALL PRIM ANGRUHING WeLLEME NEWNuCONSTRUCTION AN� SEECT. � FEELING PIPING OMAN SHEILL SUFFICIENTLY PRECOME L� OF PIPE AMMY FOR ALL "WAVES MALL WE APPEARED IN ARMED AS HE AT A STAR PRMAK OF 15) PSI ABROVE HE MORGAN PRESSURE VAN AU LEARNED ANN TARMAY RE BE TEMPORARILY EFFECT) TO FLUOR IRED ELLO TROM A MRCiS TO BE TLE RNEW WIINARSHEDTE EPRIpUT HALL 0'C• LIR. ME MOTWENTEL WITHOUT CE J]D Q. LLPAhSC EEC THE RATESIRANSIAL WE .WOSTFD E NE26NI N CIfM WIN WEWOMAN CEMENTDUCTLE AM IS 5 OF WATER FROMTHE WIN HOT PATCH BE LLEEH, AT ANE' FRENCH SHALLOMEHOW CONFLICTS RAN PROMOE ME MINIMUM COhR REWIRED 0 MO 5 51 Pm ACARL[BE eb C OA.ED IC5T TxE,M EIXNIm xMAIL RIHWN µINAMI UNEGRAFFY HE CONTRACTOR R o SHALL x01In ME MIN R'A 1RPRESExTAME IMMEMTE.LY Ox CLEARID PON PANG � WE NOTHERES FORWARD 4Etl{YAnaM 1-0I NOUN SATISFACTORY CWPI£TM NVM D5 OR OAA(£ RESULTING IRON THE ACTION R 3 _ L ME MADEFS CART WN AN OFII IM X � AN THE PRS9R TEST. M LINE swLL BE IniuM M UAREDRL�'N fi ME FHt. o51E PRBE RE SAM PERWAR CORD D AND 40M MAUTES L AVE WATER YNPIE$ MALL BE rAMd FOR PORT SESTET BT FOR PUSTM. OWF.UNAHED.TRY Oi1u GO RE WITHIN 0 E OEWRm AVD ONE -HALE OF ORE NANIEKTE RESTRANED MAPS GE SOH RE NDm PALL uIxWH oI OWN LE -I TWw:cEs To qqo EMSTW VnYnTS AND COME TE -IES ND EX - SHUNEADF GNISSs SFEtlTm N1ORns[BE FUND THAT. POLFBACOME PLASUM PON NAVY 105 g�. HE 15. HIS CONTRACTOR SNAUF NAMES xL WORKW AN D APPROACH ENDS THE A MINIMUM MAIN FROM THE TOP OF THE "TER ANNE TO HE LANE[) QQNTRMW ALL W HAVEN NMMrPCIA BANTU ACT FLAW RUN MORMONISM M RE �� RMONIS M OF THE R AND GREE CwLL RE ON INCHES uAnMUM OUST FOR ALL MUIEA NU RPRECNTM'SCTO BEDDING IEA C O CONIASTY WIN ME IF M MALAGASY WTMG TY ME G2mIWSROF REE AS NS BELOW x P CLEW CpMpA� T. RM BANDAHA APRVYm Rv THE SHEILL BE 0 INCHES AW CEVMIIOXUn B[ POLYET6GMM.[Olrt Ex pip MUST H RPARW RNR TO ESE TO M OF arALL ADDRxEO CHO A MOUNT PRIOR N - YEMENBACREHwxG M.'ITMOIEi CO OR9' SHALL4. ALL TOWN SMALL AD WAWARDS N ES RRCENr M THE CWTTwG'10R SEW mONOF RUPoRNry HINDU SUMMERS,NO xz THE CONTRACTOR NOVEL FRANK AN AS Cg5@UCIEo- DAN" SET 12 CONCRETE I RUSO 50.T'INC N xG Ou CHEAPERHI GAAC HA ANGOLA GUY BIM MORD DENSITY DLOJ AS ENG HOLMES NAME AND OmxS E REWIRED 10 EIIG IWMxG. xpIGRD PROMPT Su WITHIN THE TATORIFY WUUM. AND INCHILLIM) AND IN IN �C� WIN OIL OF WDS. DERNFECTIM OF HE NEW HI N HOW 6 ORERECOSNT UTILITIES 55 Mi sD WITHIN NEED PLAW pEEIxOExRAEO NIS 4L PPE CMPACIIpH SALL BESMALL PERSON ALL SfAULO R WE ALL ITRNG$, xAAT HA x ACCEPTACEOOE�PROOPOSED � RLQ pDSWMCES. EARNED AND 985 R MAND pgME Tu TES T AMBIENT AND NOW WIN MEVfNT ALTAnpx Ce STORM pwxoCE STOVES OR xANR4 AND AT a MMAVTSE"&WxW CHETTE SMALL pi TEMPORARY ELONpR NO COMPLETE TIE-INS. TOLL CRNYS YW RUDER CWRSA. TC CONTRACTOR Swu PROVIDE AGAIN AND S XIUTES OR IRFNFRIxG OCTOBER M UYUCTIS TAT NE Mx1WNm UNITSOIWTY TO DEAN REPORTEDLY MO REWIRED FOR TESTING ACTxmES NOVELHAVEN 2 IMEWATW GENERAL MSWRES E HELPED BY HE TEMPORARY PI � WE REGROVED BY THE CONTRACTOR TO THE FORM MECHANICAL FORM GATT o IN MDmW ME Mxun xrcNWw MMAN 1 ANN IRS 2 NECESSARY N AGAMMA sH THE WAGE. ORE CONTRACTOR STALL sM As NOTED ON M PLANS n ME CONTRACTOR On. RENIN M SWUNG REPRESENTATIVE AD M PLAN MOODY za W MRppmrs� PM BALL BE U . uADE. COMMUNICATION LINE GENERAL NOTES . EWA UNDER SOUND MMES AND AROUND pSCW-PeNE 5. COMMON? SHALL TERMINATENL FANWT KING ANN SIRUCNCs. SCMOUWs E MOUNTED N HONEST 6 -INCH NIxwN AUDI TEMApE A MINIMUM SHARON RAI PVC BOND FOR ALL FACILITIES. C UTILITIES TO WITH µD ALL MARCOS "AIRS WHIM II PONUE TRUSTS SHOWED NOTES M MMD DY TE ENGINEER AND ALL TI H W ]. BUSYASSOCIATEWNW 2. ALL FBI NIEgIW µ0 E%RNC SINUCNg6 AHEMOR �D TER DUCT .V10 CGpdftNSTAENT N BOxES/PULL LUNE A 3RAµK/IHwWpSS,gJVI¢Ipx NOTES)WETCH SUNK L FROM ORAL B. THAI ND. OF BUNCH PRIOR P ME INMALLARM M MAY BONDS ARMS 07HARME NOTED z BE ALL CONSUL HATEANG ORHUFOREAS MUST HAVE ERE MILE ORONED MORE AND DIFFUSE Of FEE STRUCTURES WHO AT FAM RUN OF THE 4, ALI MULLET SMALL BE SOMEONE 40 PI HAS 1. UNLESS REMARK yW NOTES NICK F IF L ADJUST EMBLEM NOTWARNER Z O H W 6 O J m z z yW AF 5 i (D w BE: a VIN` ,,mWm ICO z 2 m MY MA p3 6 3 S LTO W N I(noW wharobelm. AS MT a°„s. `" Call mDreyWM aW NICK F IF L ADJUST EMBLEM NOTWARNER b a z._o. 61 VALVE BOX PAD CONSIST FBI SmRWE mvcarr DISCOUNTED D 1/L' /'7'\ FIRE HYDRANT HATCH IDIOM HURT PI DEPNICARDS am �� I � I FLUSH -TYPE FIRE HYDRANT DETAIL U.1U.4 BT lO YAE xc ASSUMED DDM RAxassm NRXDLE INTO tl4X ON a' ll PLASTING rLONDON NOTE OESCRIPRON TRUST Soma E SURFACE Q Q. 17- CHILD6.ABUSE r MULE WENT 5PRE FI rM 1R HNWXr 6 O mEOSST OFFEREE 51MunD TOPIC UOIIXILE BOND-W]hX e 114 Or DI Racy, -1LCI. XD ME A AS Ft OFFEENI b Mg.. R' PTION MEM 2 3 3 5 m� 3 FINISH CROP 12- FRENCH! SWINCmFBI 12- Z VANCE- - Flx15x OWE a EJ 11' AYC 12' �xrORJSEED 4tm M _— a� Ric D: `¢ t x1DMx/ Q Ifls�wL w CUT MM OL RRF.WRa�aaA® arnDlxc m / �EN�NN6 nu /F'm OTHERI1T SmuCNRx 1� /I FORTWI LT III � mR� i0 MS `_ CONCRETE MFlC 00 SmuMF.1L RL NEW uuTE O O O AnINCOMES PAWNEm RF.Lc RRSe (P -20P) mNWV SHOULDERS R' TOPSOIL STRUttUNSL FILL 1A PIff DD J' comm STRULT al. F4 _ _ 12. WOTER CJ) omma (L-120) ERXECK ATS. BOKON II EAMONAl- `�X� MAL K UPI WHO SHOWN IXI PWIT TYPICAL JOINT TEMPORARY TYPICAL TRENCH SECTION, f 1 UTILITY TRENCH SECTION 2 ASPHALT PATCH DETAIL 3 LANDSCAPE PATCH DETAIL �,� I 1 DUCTILE IRON WATER PIPE ca 1-U.c xM ro scaE ca.1 MT m SwE - For To $2 U 1-ce.m Cm To SCONE � ""MEIN BOLL a.IL Pr- E b a z._o. 61 VALVE BOX PAD CONSIST FBI SmRWE mvcarr DISCOUNTED D 1/L' /'7'\ FIRE HYDRANT HATCH IDIOM HURT PI DEPNICARDS am �� I � I FLUSH -TYPE FIRE HYDRANT DETAIL U.1U.4 BT lO YAE xc ASSUMED DDM RAxassm NRXDLE INTO tl4X ON a' ll I FLAT ELEVATION NATERIAIS UST NOTE OESCRIPRON TRUST Soma E IT mat vuK r®iOrt BEST,, IT (Mw) Q VALYE Box IN �N OR Or, OUT FENTON n UP MUSIC TIM SHEET UND 40.000 P RATED r MULE WENT 5PRE FI rM 1R HNWXr 6 O mEOSST OFFEREE TOPIC UOIIXILE BOND-W]hX e 114 Or DI Racy, -1LCI. XD ME A AS Ft OFFEENI b Mg.. R' HYDRANT HURT WIN OFF A CASME 7 I FLAT ELEVATION g "iFF15 mF El olmmm ESL KFm OF EXOPI SECTION ASOL A AS Ft n THRUST COLLAR DETAIL CII1. U.o MT IV � 3 5 m� 3 1 Z O a EJ 4tm M _— a� a D: `¢ t Q w CUT MM OL RRF.WRa�aaA® m o}Q k3 OL 2. BECOME T.5- R4 SOREEIBGME� WHOLE Er M/PER FOR BoomITa 1i E Er uF O 9 HYDRANT WRENCH STORAGE DETAIL NSTmtt NFo.wmnbelow. Call eomreyw as NICK F IF ADQL�WDOLMES ORMISAY R-40011 t Y NIU iW OPEN PLLw / I 0 I%NIP l s esu cPFno i._o s-c o 0 k` �fw o oe / ],-p 8' IN CouGKiEp > w/ oflary oux eoa MAE SIDE NE_ o g : i5 ppp>>> appp>>> of o - O "'' ` "'' o T 0' ETA 111+60. 21AM 11 COMMUNICATION JUNCTION BOX o� C6`-�Otgt 10 NNE �e'-fl.� Toa Aro S � o W_ �+ W z IEaao oanrma o � VZ 4 2m ZQ Z F oQ 3Q 4 is � � 3 to Nxw vw below. Call moreyw as -cw ""�"` C4.7 `ort NOT -I e �L�W06�NOi �gfl�t' tµLLORV fOta MI]-Mt0-00] R-400142 DUCT MARKER SCHEDULE ITEM STATION, OTFSEI LYt ouz www rota FIRE HYDRANT SCHEDULE ffEM STATION. OfFSEI nese testa. ea www rota sTa txw», t)8'M 4n 116151, WO'M qtE T-400102 R-400143 CRh DISMAY ABSENCE SINE TNIYNY SURFACE ETNE TNIWY afiflCE OFFSET STANCE IN PArEUENT INEET ps17UNDE IN PAWEMEST )BEET DISTANCE IN PAVEMENT GENERAL NOTES )_ �KINF 14F5URED TO WINO TBAB MEOI TO xaMwG TNSFE SOLARI m 1. IIL MMXAY D61BMIICx SHIN S 4C MIIE MNG E . E � uNI EIX£ � uaMwG EWE 2. AUL VXWAY SNOWS IS YELLOW UNLESS NDIED OMFIM6EDOUBLE NBULOW. Em'.Op CONTI Da9E . DI WU&E YELLOW YM ww/ 5 S ACI p LONG DWEIED STRIPES W"4� y YEy4W MEMCP'NSR y FleiCgAYIiC LINES 6' WILE NOT BE FENCEDEp S W/ 6. SP/<x6 E W/WNFNxSH BETWEEN LINDE SIDLE LINE E6. WIDE 6' 4 EER YES OVER WHITE FUNNY WM1%NS BETWEENS Gws t5 LONGWE; OWNEDSTePEE AJ. WARVINES ON OQNCREFESUMM4 SHALL LASE ' Wilx 25' WE; A SI WANPmNXD. €F v O '@ O SPATES MLLEN WOS NEED POSITION ENOTES OTHEmxsE d UNLESMD� @ SPATES S IN IfKrlx LE MEASURE TO _ a CENTERLINERUF/SxREFRRi - 4 EDGE ON ARI NEI SIDE ya AFcwn HO Lrw six Tp �Y€ NON -MOVEMENT AREA BOUNDARY MARKINGS TAXIWAY EDGE MARKINGS RUNWAY HOLD POSITION MARKINGS Nm m wu WIT m ttuE Nm TO WILE � sa0 KWow MN -SHED OFISEF MEASUREWFM LOSOON P4NTED E IF WOE. TP SOLD pC YELLOW mpELMP AWCENTERLINE Af MDE NFLM) IHOSbMv ENE MEW ORASNpIF WIOE) WI S I6.Z o 1E mom mom momQ 6' I ARCHOLDING SIDE g WR = J s TAXIWAY CENTERLINE MARKINGS 21,1 NOT TO ruE WATCH NOVI z POEIIIW NMMwxES LM 5 P1pCEs) j Z 2 s ff — 5 INTERMEDIATE HOLDING POSITION MARKINGS HARDSTAND POSITION MARKINGS N NOT mCAL SL NOT m WIMT LE POSTOX NDS. A -z A -D m m o> ME Ed Ed a k 8 B d OF � o W KirmuwnbelOW. BE NORD Call enGreyw ala -cw a. C5.2 NOTE, LT I SEE $ �L�WES ESNOTADCOOwRCINGLY yNLLyZY 2O11 i M3]-MtO-ON T-400103 R-400144 I ■m 0 I T m 1 / jI11// 0 Al x p •—P�i ,—,__,— O i o .�R�I IN rePMWr�TA..I. \ GENERAL NOTES: \Si.P ms i Nw?:w.sv ma uai [dwtKfl.ro WMtNiCMn xf0i "IUCHML TM a�EWON, Ili i. p M i ce!. Nm CJ... 15+00 vvnuw o 16+00 S_ y �l m 1 / jI11// 0 Al x p •—P�i ,—,__,— O i o .�R�I IN rePMWr�TA..I. \ GENERAL NOTES: \Si.P ms i Nw?:w.sv ma uai [dwtKfl.ro WMtNiCMn xf0i "IUCHML TM a�EWON, Ili i. p M i ce!. Nm CJ... 15+00 vvnuw o 16+00 S_ I � 4 w—s y I I a 014 I F W Z 015 IW O Z 10 p E pCpg¢ Ib2 O I g F w Iz RECORD OaAWNa z I� �N � I� p3 w k� r E 3 Knowwnarsbeim. W "P xDTE° ;; `� Calleeoreyau as cw IF L WEESNOT gPE i" 0 . Wn23-M10-0� T-400104 R-400145 O V n+00 i a I I C a YYA! i - ,,ft M m u. m W S I I C a YYA! i - ,,ft M m u. m W r -ancone a-400146 LEGEND a TAXWy EXAM U" c EXAM U" ,N LA.-- �,..-- o o g --NY NOTES: p -- w TAI so OR xrnAumoi i TAMMYIUMINE g a m g GS n IIN NOTE: p: MI TAnuv r -ancone a-400146 LEGEND a TAXWy EXAM U" c EXAM U" r -ancone a-400146 LEGEND xAM TAXWy EXAM U" EXAM U" ,N O 3 g GENERAL NOTES: p C w TAI so OR xrnAumoi i TAMMYIUMINE g a m g GS n IIN NOTE: p: MI TAnuv m4E UNIT AND lNn'f0iulpN SAAR 9JMx .a5 la[AnM artitMn (ASE Of B/S C,x d F UVAI( pEVAn(x. 4E TW ON TAWS (x 4RT reJ. „ S z IIF m YE r O Z g F a p6J WSIALEMnly N F 4T + 5 n w $ N n €N IAM m Ilia 2 ea 0 k3 h� r E x � o r I Know MilbelM. �F As wreo m� M" Callen mreft . ",0 CC.2 wore F= -I e a RASTIF V WSCMf NOT =4)NGNNGy II 2013 MJA23—M10-007 r -ancone a-400146 SEC. 7 & 18, T. 23N., R. 5E., W.M. LEGEND: p— EMI EI cww IT NAMES �SE�\ x is IFI SEE WE TAXWy EMAE U" 3�I mummAy BI EXI U" ME WE -A pr�r �r PUT I to YY o O xm MEm ryl TN 10 FAB 00 ems P +00 TgpWAV B 30+ 31+00 x""^re N Of"M ,B GENERAL NOTES: p ~B�—y��y WI ® ® Sp B �y� r—/F-r--3�Syc�_ em�rtmx[ DES . so wx.wwv FEW T�gwv g to w MAD\ ��..� 1. LOI OF EASE UIANTE ARE RESE) ON EFFECT MIT rc w N _ NOTE: p ; q,muv EWME LIMIT MITI AND N� �— pEvnP(x. 4E IAa6 ON SiER N.O. -f Z IXUGHT FAMAES PI IN g5 UI flF0"MS1P QI MITIFR E+1� m Aff I _ O I m g M7 8 o z eb om A. O "\ �• ° IEaao auwxaBEw z MANI FIN jDEMAND A ME= a v / S FMISTXE NEWrMFYMAEDrt.UNIT ' M MD /` EI P/P 4/ EMM EDENNI DYS Q TMa�3 0 UNIT TAPIRE 8 MAN roJREAMAN IN ie,sw, swi'i E 3 • U~ r rro q o _� flDxxxwnblI AlATCHl1NE - N B6 STA 1+25 - SEE SHEET C6.2AMAE Call moreyxx da �Am CC At NO 0 NO AM " V F—i .wwrt.:o, L" WOEAI �gfl�1' M23 -M,0-007 T-400106 R-400147 EXISTING TAXIWAY EDGE LIGHT TAXIWAY EDGE LIGHT L-666 slcx DEMOLITION SCHEDULE INSTALLATION SCHEDULE STATION, OFFSET O STATION, OFFSET EASE CPN L ELEVATION L 01 TIN B STA IIH3. 0 IT TI iW B SIA 1140.49, WWRI ]OAS NOUN 03 OF O3 TV B STA W 27 IT 3O.w 45 TO d. N !n TM B S2460. 48 R! B SIA 114P15. p60' M M.S5 T PASENENT MSE CW TIN B STA 11483. IW' Li N B STA 1241883. SCOT M 30.44 ESSIGOS Tw 8 STA 11492. 80' Li TF iW B SIA 11400, 74 30.35 M EX RI rnmxl rawER l0'v1033') PRO o w e nn a«I. u 5 LT T7 w e nn 12+1e 833. 1.23 v SS So R NIFFROX 9. m TIN B STA 1248)3]. 409' LT TB N B SIA 12449.95, 41,47' LT 30.4 Tw B STA 13434, 749' LT 19 iW B STA 12485.80. SB. W' LT ]4.73 frR mo 7483 GRADE It w B nn 17 s. 172LTL n1 w B nn Iasi 1mi, cLv FINISR NOTE: )IlT 1. SCE DMII MR M) x4 INFOGI NOT SHOWN. e TM B STA 27 1172 LT TO TM B SIA Ism az. 117.00' Li FINISH GRADE g E INA 01] TIN B AA 184271, 111 LT L3 N B 9A 18428.94. 1400' Li FI ORI 5 ON Tw B STA 164)5, 52' Li d B STA 184P.n, 8457' LT FINISH ORKE e F CONSTROCT ON NOTES: OD 6442 32 LT T15 M B STA 111 52.15 LT FINISR GRACE 016 TW B STA 6492 32' Li W B SIA 181 3949' Li 960 IOTNM EwSOW -858 SON WM 1NSCPoVOON PANES AND g fi4ET Ox HEW CMCREIE MO I RON %A>ENpCULN 717 TIN B BTA 17493. 32' Li n7 N B SIA 18442 N. 34. W' LT 29.79 TO TAXwp B CENIEd1XE O1B Tw 8 STA 19444, 32' Li Va d B STA 16192.04. 34M LT 28144 .@ OICOINRETE .w0 L-897 EASE CAN EXTENSION TO HulCx DIS TIN B STA 149,4 1 3400 LT 15. 1 OF SON SON QR6 OA B STA 2 32' LT T20 TW B STA IN]] ]4 W' LT Y 6 Til 'd . 021 TM B STA 22+84. 32' LT 721 TM B SIA 19488.89. SCOT LT 20% 1a TN 8 m1, 22480, 73 8 STA 21458.26. 3400 LT 2688 l NEW SIGN DETAIL 1O 3 c6 z xm To uaE v 7 v T24NOT M 8 STA 21+08,26. LT 26F4 3456, IN RS m TIN B RA 23+72. 211STLT MS N B 9A 224,461. 53J8' LT L.m STIN 8 STA 234M 23 om ON W 8 SPk 24+72. 220 LT TON TV B SCA 23+45.49. 14266 LT K _ TIN B STA 244535, 1985' LT Ty M B SIA 2340]94' .72. 18Li /A WI Tw 8 STA 24425, 1805' LT T31 d B STA 21,7309. 211,56 Li TN B STA 24+ B III T L 732 M 8 STA 2345903. 9SOO' LT N/A EXISTING BASS Oss TV B STA 4 R 6S' LT W TW 9 S25 14. 236.07' LL TA A MS i0 fENAw TIN B RA 24458. 3' LT TA N B SIA 2"0.60. 22005' Li A IX WLE pb Tw B BTA 24483 32' LT T]5 iW B STA 2"M GO. 19285' Li x eA /A 45% 32 LT T B STA 274% 28' LT TOO M B 9A 2"59.56. 5411' LT 25'0 owTM TIN 8 STA 28+14, 19 T 74 M 8 STA 2"G143, SIM LT 2520 w1, TV B STA 11+69. 107 LT T41 TV B STA 251 36.95 LT 25.16 8TQ TV B SLA 251 34.00 LT 25.19 T41 N B SIA 26163 W. 34 W' LT 25.19 B STA 2741605. 29.79' LT FINISH ORAE7`15 O piW M 8 STA 2FOO LT FINISH III a 4 T7.03. M 9 S2109 22.20 LT TA 611 FINISH ORKE F QpQ§y TO N B SIA 11+134. 97,25 LT RX141 CRAK J pE� J 00J QmQ 'X �K Utl S Z� =W x 8 IECOaO p1AWNa z �a w R _ m e N w� g ffi3 ax j �a Q xU VI O NnNNWNNyou `�` AS Mlf➢ .q n Call eolommrerw as C wolf E T -I e TQJSTSC9IXOi ODINGLY yNWRy 201] 7223-7210-007 S7 T-400107 R-400148 a b Tr SITE PLAN SYMBOLS NEW EXISTING AMPERE ® FOR AIRFIELD, NEW/EXISTING BURIED SERIES CIRCUIT AFG CONDUIT AND CONDUCTORS. SLASHES INDICATE CONSTRUCTION ACTIVE RUNWAY NUMBER OF CONDUCTORS. —PhE­ FOR AIRFIELD, NEW SERIES CIRCUIT CONDUCTORS IN OO EXISTING CONDUIT. SLASHES INDICATE NUMBER OF AP CONDUCTORS. ---P— EXPOSED TEMPORARY AIRFIELD CONDUCTOR —E— E FOR AIRFIELD NEW/EXISTING BURIED CONSTANT AWG VOLTAGE CONDUIT AND/OR CONDUCTORS w NEW/EXISTING RUNWAY UGHT ELEVATED D NEW/EXISTING DUCT MARKER —,WMW—., NEW/EXISTING RUNWAY UGHT FLUSH MOUNT W NEW/EXISTING CABLE MARKER SD COLOR LEGEND: SS W - WHITE/CLEAR SANITARY SEWER LINE Y - YELLOW W R - RED *— x 11 G - GREEN 1FENCE LINE 0 - OBSCURED NEW/EXISTING TAXIWAY EDGE LIGHT NEW/EXISTING TAXIWAY LIGHT FLUSH MOUNT a a NEW/EXISTING ILLUMINATED AIRFIELD SIGN n NEW/EXISTING NON -ILLUMINATED AIRFIELD SIGN DEMOLITION ® NEW/EXISTING ELECTRICAL HANDHOLE BUILDING PLAN SYMBOLS HOMERUN E CONDUIT TRANSITION, i.e. PVC TO GRS p EQUIPMENT, PURPOSE AS NOTED owp DUPLEX RECEPTACLE, GFCI WP SUBSCRIPT INDICATES WATERPROOF WHILE IN USE l GROUND GROUND ROD CONDUIT TURNING DOWN o— CONDUIT TURNING UP CONDUIT STUBBED UP AND CAPPED CONNECTION TO EQUIPMENT O EXISTING EQUIPMENT TO REMAIN AS -IS .�7►I�I�I8�97bI ZiI�� DEMOLITION CONDUIT STUB Y FUSE O METER N GENERATOR CURRENT TRANSFORMER 1 GROUND �,/ CONSTANT CURRENT REGULATOR N MOTOR POWER TRANSFORMER �--'ZT FUSED SWITCH r4r� 0 SWITCH ANTENNA 2 SURGE ARRESTER 36,600 AVAILABLE FAULT CURRENT ® GROUND ROD LEGEND (EXISTING AMPERE ® NEW/EXISTING BASECAN HANDHOLE AFG REBAR & CAP CONSTRUCTION ACTIVE RUNWAY AREA AND Cf ROUTES OO NEW/EXISTING LIGHTED WIND CONE AP ANGLE POINT ® NEW/EXISTING REIL ®EJe ELECTRICAL JUNCTION BOX AWG LIGHTED CLOSURE X ® DISTANCE REMAINING MARKER D NEW/EXISTING DUCT MARKER E, ELEC, ELEC ® CD NEW/EXISTING CABLE MARKER SD EO SS EXISTING, TO REMAIN AS -IS SANITARY SEWER LINE S1 W EQUIPMENT IDENTIFIER *— x 11 FULL LOAD AMPERES 1FENCE LINE CONDUIT STUB UP FT AERIAL POWER LINE c— CONDUIT TURNING UP BUILDING PLAN SYMBOLS HOMERUN E CONDUIT TRANSITION, i.e. PVC TO GRS p EQUIPMENT, PURPOSE AS NOTED owp DUPLEX RECEPTACLE, GFCI WP SUBSCRIPT INDICATES WATERPROOF WHILE IN USE l GROUND GROUND ROD CONDUIT TURNING DOWN o— CONDUIT TURNING UP CONDUIT STUBBED UP AND CAPPED CONNECTION TO EQUIPMENT O EXISTING EQUIPMENT TO REMAIN AS -IS .�7►I�I�I8�97bI ZiI�� DEMOLITION CONDUIT STUB Y FUSE O METER N GENERATOR CURRENT TRANSFORMER 1 GROUND �,/ CONSTANT CURRENT REGULATOR N MOTOR POWER TRANSFORMER �--'ZT FUSED SWITCH r4r� 0 SWITCH ANTENNA 2 SURGE ARRESTER 36,600 AVAILABLE FAULT CURRENT ® GROUND ROD LEGEND (EXISTING LEGEND(PROPOSED) AMPERE BRASS CAP SURFACE MONUMENT ABOVE FINISHED FLOOR AFG REBAR & CAP CONSTRUCTION ACTIVE RUNWAY AREA AND SANITARY SEWER CLEANOUT ROUTES OO STORM DRAIN MANHOLE AP ANGLE POINT CATCH BASIN AUTOMATED SURFACE OBSERVATION SYSTEM ®EJe ELECTRICAL JUNCTION BOX AWG T SIGN DISTANCE REMAINING MARKER N wv WATER VALVE E, ELEC, ELEC ® MONITORING WELL — SD SD STORM LINE SS SS SANITARY SEWER LINE W W WATER LINE *— x 11 FULL LOAD AMPERES 1FENCE LINE P FT AERIAL POWER LINE — -G FUSE GAS LINE P G,GND BURIED POWER LINE GRS GALVANIZED RIGID STEEL PROPERTY LINE HIGH INTENSITY RUNWAY UGHTING HH UTILITY POLE 4 HORSEPOWER RUNWAY/TAXIWAY EDGE LIGHT LEGEND(PROPOSED) AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE CONSTRUCTION ACTIVE RUNWAY AREA AND AIRCRAFT TAXI ROUTES AMP AMPERE AP RSA — ROFA TSA TOFA —APCH — RPZ —O 0 0 C5.1 1 ► E1 6" PERF HDPE SUBDRAIN STORM DRAIN RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA PART 77 APPROACH SURFACE RUNWAY PROTECTION ZONE CONSTRUCTION LIMIT BARRIER FENCE (ORANGE) BRASS CAP SURFACE MONUMENT REBAR/CAP DETAIL REFERENCE IMAGE REFERENCE _:::I _ •► A AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM AMP AMPERE AP ANGLE POINT ASOS AUTOMATED SURFACE OBSERVATION SYSTEM AUTO AUTOMATIC AWG AMERICAN WIRE GAUGE BKR BREAKER BLDG BUILDING C CONDUIT, CONTROL, CONDUCTOR CCR CONSTANT CURRENT REGULATOR CKT CIRCUIT q CENTERUNE CMU CONCRETE MASONARY UNIT CT CURRENT TRANSFORMER CU COPPER DIA DIAMETER DRM DISTANCE REMAINING MARKER DWG DRAWING E, ELEC, ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING EP EDGE OF PAVEMENT EQUIP EQUIPMENT EXIST EXISTING FAA FEDERAL AVIATION ADMINISTRATION FLA FULL LOAD AMPERES FLEX FLEXIBLE FT FEET, FOOT FU FUSE GFCI GROUND FAULT CIRCUIT INTERRUPTER G,GND GROUND GRS GALVANIZED RIGID STEEL HIRL HIGH INTENSITY RUNWAY UGHTING HH HANDHOLE HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER ILS INSTRUMENT LANDING SYSTEM JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KIP KILO INCH POUND KV KILOVOLT KVA KILOVOLT - AMPERE KW KILOWATT KWH KILOWATT - HOUR LO/TO LOCK-OUT/TAG-OUT MALSR MEDIUM INTENSITY APPROACH UGHT PAPI SYSTEM WITH RUNWAY ALIGNMENT PB INDICATOR LIGHTS MAX MAXIMUM MH MANHOLE MIN MINIMUM MIRL MEDUIM INTENSITY RUNWAY UGHTING MLO MAIN LUGS ONLY MT EMPTY MV MEDIUM VOLTAGE N NEUTRAL NEMA NATIONAL ELECTRICAL MANUFACTURERS RECEPTACLE ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT - TO BE INSTALLED BY OTHERS NTS NOT TO SCALE DOS OUT OF SERVICE P POLE, PUMP, POWER PAPI PRECISION APPROACH PATH INDICATOR PB PULL BOX, PUSHBUTTON PC PHOTO -CELL PH, 0 PHASE PNL PANEL PR PAIR PVC POLYVINYL CHLORIDE R RADIUS SCH RCPT RECEPTACLE REIL RUNWAY END IDENTIFIER UGHT RM ROOM SPEC ROFA RUNWAY OBJECT FREE AREA RPZ RUNWAY PROTECTION ZONE RSA RUNWAY SAFETY AREA RWY, R/W RUNWAY SCA SHORT CIRCUIT AMPS SCH SCHEDULE SE SERVICE ENTRANCE S.O. HARD SERVICE OIL -RESISTANT SPD SURGE PROTECTIVE DEVICE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STA STATION SW SWITCH PISS TRANSIENT VOLTAGE SURGE SUPPRESSOR TSA TAXIWAY SAFETY AREA TWY, T/W TAXIWAY TYP TYPICAL XFMR TRANSFORMER UG UNDERGROUND UNO UNLESS NOTED OTHERWISE U.S.E. UNDERGROUND SERVICE ENTRANCE CABLE UV UTILITY VAULT, CO. V VOLT VA VOLT - AMPERE VASI VISUAL APPROACH SLOPE INDICATOR WP WATERPROOF CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400108 R-400149 z 0 rc R z — �§ aim cf;Lid <_ zo&sl � Z Qli Z 0 Qj H 5 3 ^ LE Z En O Z F O � F Q a J �m Qm J = m a W m Z3 a z W Z } z N J M m z N z j w � _ Q U crU � W N W SCALE AS NOTED DCR SHEET "° E0.1 R`S a. QMS MR OF SlEm DATE JANUARY, 2013 Ngo` 23-2010-007 T-400108 R-400149 T N GENERAL CROUSE HINDS SIZE 2, PART NOTES: 85821-38-1, TYPICAL EXCEPT FOR DISTANCE TO GO SIGNS WHICH ARE SIZE 5. VERIFY DIMENSIONS AND PART NUMBERS AS REQUIRED. 1. NEW TAXIWAY CIRCUIT ROUTING WILL MIMIC EXISTING. ROUTING SHOWN IS DIAGRAMMATIC. 2. EXISTING SIGNS ARE 2003 CROUSE HINDS SIZE 2, PART NUMBER 85821-38-1, TYPICAL EXCEPT FOR DISTANCE TO GO SIGNS WHICH ARE SIZE 5. VERIFY DIMENSIONS AND PART NUMBERS AS REQUIRED. rc KEYED NOTES: NORTH TAXIWAY B CIRCUIT CABLE BETWEEN KEYNOTE LOCATIONS IS SCHEDULED TO BE REPLACED PER 6/2012 NORTH TAXIWAY B REHAB DESIGN "APRIL 2013. ALL OTHER TAXIWAY B CABLE IN THE NOTED ENLARGED PLAN AREAS WILL BE REPLACED. CALL 48 HOURS BEFORE YOU DIG 1-800=424=5555 88 SCALE IN FEET ~ NOTE: - .L 200 0 200 400 TONAL/Z�13 OES ADJUST NOTDSCALES ACCORDINGLY. T-400109 R-400150 z 0 rc e a Z — �§ aim Lid <_ zoilli q� W z QTT] N Qj Qj � Nc y � � s LE o Q oa J 0 ix Q F LuJ z o � U W o N z z } Q (n z Im g Z } 0 a z LLJ LL. (� o F F C3 o F a o Q� cn a SCALE AS NOTED `S DCR SHEET "° E1.1 DR CM5 `" MFA DATE JANUARY, 2013 Ngo` 23-2010-007 T-400109 R-400150 i S �q DO NOT WALK BEYOND THIS POINT" Sv ASPHALT P —PO P—P—p—p— P p —{- o \b0 NOT \\ WAD( BEYOND \ THISSPONT ° \ a LN'g' \ rO�G IG :'B 34" D3 \ i GRASS 9 ASPHALT o ASPHALT TO ASPHALT � / TO / ASPHALT GRAVEL I CONCRETE BUILDING r4 ASPHALT 'sv D41 �P P—PP—P /P - ASPHALT P / P P --F-�L i i / / D4 1 Q COT, n /D�--C 5 )�11 / / tR�S' a I D6 1 Q IAVOLON /Q NOISE TARY ABATEMENT' P �I I GG\AG q \ —p—p PP P P---X—PP—P—P— GRASS CONC.0 PAD IIIIIH—SII ON CONC. PAD 0 k,�FFBF F \ �7 1 \ DS 1 D9 1 GRASS 1 D10\ 0 \ p R P P PSP P P P PTP P P =- ASPHALT \ m ROFA ROFA ROFA ROFA ROFA ROTA ROTA - 1 D11 7� ASPHALT \ XO o N R-40010 rsA TEA 1g 00 \ =TD \ TD r O \ \ 9 T\ ASPHALT ASPHALT \ rO'd \ \ \ \ oTD \ \ \ rOFq \ \ TD ASPHALT\ rOP4 TD \ 79 ASPHALT r�A _ rsA TEA TSA GENERAL NOTES: 1. SEE CML PLANS AND SCHEDULES FOR WORK SCHEDULE, RESTRICTIONS AND INFORMATION ON LIGHTS AND SIGNS. 2. TAXIWAY B CIRCUIT SHALL BE MAINTAINED OPERATIONAL THROUGHOUT THE PROJECT. SEE E3.X ENLARGED CONSTRUCTION PLANS FOR TEMPORARY CABLING REQUIREMENTS. KEYED NOTES: DEMOLISH EXISTING TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND BASECAN. DEMOLISH CONNECTED PRIMARY CABLES IN CONDUIT TO ADJACENT LIGHT, HANDHOLE OR SIGN. CONNECTED UNDERGROUND CONDUIT MAY BE ABANDONED IN PLACE OR MODIFIED FOR CONTINUED USE AS NOTED ON CONSTRUCTION PLAN, E3.1. DEMOLISH EXISTING FLUSH RUNWAY LIGHT, ISOLATION TRANSFORMER AND BASECAN. DEMOLISH CONNECTED PRIMARY CABLES IN CONDUIT TO ADJACENT LIGHT, HANDHOLE OR SIGN. CONNECTED UNDERGROUND CONDUIT WILL BE SPLICED/REUSED FOR CONNECTION TO REPLACEMENT FIXTURE. -Pf PP F—F—F— I I D12 ROTA RFA I II I � D13 ASPHALT I GI / 1 F, I — 104 C W F— uj Iw N W W VI IO 1 D15 IU) 16+00 TAXTAOW@ 1 N 04'49'34" W I- li IW Z J 2 la I� I CONCRETE Q *oFA Q BCHAINLINK Z Z ��— ASPHALT ✓6 0 roFA p ASPHALT � I rovA roFA roc � roFA CRETE - a CALL 48 HOURS CON I CONCRETE BEFORE YOU DIG 1-800=424=5555 CONCRETE SCALE IN FEET 20 0 20 40 NOTE:- .L IF "L" DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY. R-400151 z O ut rc e zo Z4 N9$ CA Q Z¢__ �In rva Z ZCFLL �UUggF� WII y H 5 3 ^ W Z O^ Q F LL. a J O a Q v a Ld U z a LLJ z F Z V) O_ yZj } F Im 0 O } Q W3 m V_ U } F U = o V1 SCALE AS NOTED DEs DCR SHEET NO, E2.1 0 CMS 9 CH. MFA OF SHEETS DATE JANUARY, 2013 Ngo` 23-2010-007 0 0 v 0 a d GENERAL NOTES: 1. SEE CML PLANS AND SCHEDULES FOR WORK SCHEDULE, RESTRICTIONS AND INFORMATION ON LIGHTS AND SIGNS. 2. TAXIWAY B CIRCUIT SHALL BE MAINTAINED OPERATIONAL THROUGHOUT THE PROJECT. SEE E3.X ENLARGED CONSTRUCTION PLANS FOR TEMPORARY CABLING REQUIREMENTS. KEYED NOTES: DEMOUSH EXISTING TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND BASECAN. DEMOUSH CONNECTED PRIMARY CABLES IN SIGN:°B° CONC. GRASS F� CONDUIT TO ADJACENT LIGHT, HANDHOLE OR F GRASS SIGN. CONNECTED UNDERGROUND CONDUIT MAY F BE ABANDONED IN PLACE OR MODIFIED FOR }gip GRASS GRASS � F F CONTINUED USE AS NOTED ON CONSTRUCTION TS" SIGN: b TSA TSA T5 TSA TSA TSA TSA TSA TSA TSA F� FTa ASK F PLAN, E3.2. I I EXISTING SIGN TO REMAIN/BE REINSTALLED P El �v cV I W H I ASPHALT W Wr B N I NWIW tOL t0 H N GRADE ELEVATION AT SIGN TO BE INCREASED TO ASPHALT ASPHALT ASPHALT MATCH GRADE ON CIVIL DINGS ("9-). DEMOLISH P P pp PSPPPPp P PfPPP P P P PPP P—�— p—p EXISTING 10'x13' SIGN BASE, MOWPAO, AND P ® p _ BASECAN; OR PROVIDE 9' TOPPING SLAB AND El P f P P P EXTENSIONS FOR BASECAN AND CONDUIT. SEE LM DWG E4.1 DETAIL 1. 17+00 I 18+00 N 04649'34" W 19+00 20+00 21+00 III w I� I SCALE IN � I I A TSA T TSA TSA Q TSA TSA TSA TSA TSA _ Q TSA TSA TSA TSP Q 1I TSP l 0 Z PHALT TOFA TOFA Z 0 SFA zl �w_ TOFAASP' AWA TOFA TOFA Z 0 0 TOA TOFA TOFA TOFA TOFA Z 0 0 O TOFA TOFA ff�� � s LE Z O^ Q C) F CALL 48 HOURS BEFORE YOU DIG 1=800=424-6666 NOTE: - .L IF L" DOES NOT MEASURE 1' ADJUST SCALES ACCORDINGLY. R-400152 SCALE IN FEET A 20 0 Z 20 40 CALL 48 HOURS BEFORE YOU DIG 1=800=424-6666 NOTE: - .L IF L" DOES NOT MEASURE 1' ADJUST SCALES ACCORDINGLY. R-400152 z O ut A Nq Z zl �w_ Z ZCFLL FFA 9c ff�� � s LE Z O^ Q C) F C) J O 04 a Q J a W zU � � d z F Z �N O w} N F � J Im 0 O } Q W3 0 0F m } U = X O N SCALE AS NOTED DEs DCR SHEET "° C2.2 ff CH. MFA OF MlEm DATE JANUARY, 2013 Ngo` 23-2010-007 a b TIT RSA RSA RSA RSA RSA RSA P—P\ P ---� P \ P\ P GRASS D27 D26 GRASS D25 F— F— F F F F F Fj clU I SIGN -"K" -0 CONC. SIGN:"K 34-160 F— F f— / D24 ROFA ROFA ROFA / ROFAROFX �J- NIcsi�F—F Wi �F�F I_ TSA TSA W W w WI ASPHALT Tn [--PPf P—F �I I raef "EEE��""„S / F F—_FBF�/ i Q i T54 D23 ASPHALT ----T ASPHALT m D22 1 ort / 23+00 RSA RSA RSA / RSA RSA RSA RSA CQ Q D31 P OO P Pip n ASPHALT OLDER ASPHALT h� Off' Q _^ ROFA ROFA ,TI- I N I InA \\ 1 w \a T TAXIWA 24+U0 N 044 9 D32 ROFA R-40010 ASPHALT D33 D34 ASPHALT P� P P SD28 2 ` P SIGN::"1" SIGN :"� K" D29 2 ON CONC. F CONC. PAD �F—F— D30 \ \ F ROFA ROFA —� iSA\ iSA �2p ASPHALT D35 ASPHALT 25+00 RM #8 (RENTON M 8) REBAR/CONTROL P N-181737.44 E-1298980.03 EL -23.90 ROFA ROFA ROFA 1SA 15q TSA A A A A 2 —PF P PP---- z�—P D36 26+00 D37 I fV 7 W IW —ASppAL1`- I W N I P/ P --I Ld ASPHALT z 0 �A i5a i5A 1 i$A TSA TSA i$A i5A tt $A i5A TSA TSA TSA TSA TSA I H Q Q N§ Z Z a Zl Z 019 <LL Z ZCF o rt W 0 0 4r T, S 3 ^ • ^ LE £ Z Nu� Q F ASPHALT N O a v Q OiOF U a. TOFA TOFA06P 'A z F TOR TOR TOR TOR a O FA TOR TOFA TO TOFA TOFA TO=P. i I � 0 SCALE IN FEET 20 0 20 40 GENERAL NOTES: 1. SEE CIVIL PLANS AND SCHEDULES FOR WORK SCHEDULE, RESTRICTIONS AND INFORMATION ON LIGHTS AND SIGNS. 2. TAXIWAY B CIRCUIT SHALL BE MAINTAINED OPERATIONAL THROUGHOUT THE PROJECT. SEE E3.X ENLARGED CONSTRUCTION PLANS FOR TEMPORARY CABLING REQUIREMENTS. KEYED NOTES: DEMOUSH EXISTING TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND BASECAN. DEMOUSH CONNECTED PRIMARY CABLES IN CONDUIT TO ADJACENT LIGHT, HANDHOLE OR SIGN. CONNECTED UNDERGROUND CONDUIT MAY BE ABANDONED IN PLACE OR MODIFIED FOR CONTINUED USE AS NOTED ON CONSTRUCTION PLAN, E3.3. DEMOUSH EXISTING TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER. PROVIDE PLYWOOD COVER DURING OVERLAY PER DWG E4.1 DETAIL 4. DEMOUSH CONNECTED PRIMARY CABLES IN CONDUIT TO ADJACENT LIGHT, HANDHOLE OR SIGN. CALL 48 HOURS BEFORE YOU DIG 1=8004244555 NOTE: i - .L IF L” DOES NOT MEASURE 1 ADJUST SCALES ACCORDINGLY. R-400153 z 0 ut tt H N§ Z LIJ a Zl smii 019 <LL Z ZCF rt W 4r T, S 3 ^ • ^ LE £ Z O^ Q F W O a v Q aW U a. z F Z z } O N ~ J Im 0 O } W W � 3 m � } F x O � fn SCALE AS NOTED DES.DCR SHEET NO. E2.3 MCH. MA ZT ° JANUARY, 2013 N 23-2010-007 0 0 v 0 a 0 n r. P 1 SIGN "B" CONC. F L— TS T� ML F/F N— GRASS LJ L 0 SIGN: 'RESTR CTED 1W L P P P D ENTRY` W D39 1 � D38 I in 1 27+00 +I + N HI N1 Z J / UL QL / TSA TSA TSA GRASPA TSA � F E LIMIT OF FBF / PLANEORK BLUE F BLUE BLUE PP Pr P P�P UD UD --E>— PERF* UD U P�—P p�� 29+0030+00 ASPHALT TAXIWAY B — \ N 04'49'34" W 2ak00 � ��--------�rLq BLUE 0 _r_ ❑ rr BLUE ASPHALT TSA R-40010 ASPHALT TS iSA TSA L L Q z ASPHALT CONCRETE n L TOFA TOFA 0 ASPHALT CONCRETE CONCRETE I ASPHALT CONCRETE Goks <14 TSA TSA BLUE PSP P_:�P P� P o uD un — 31+00 ExE- WE 13 GRASS GRASS TSA iSA TSA CONCRETE CONCRETE TSA GENERAL NOTES: 1. SEE CML PLANS AND SCHEDULES FOR WORK SCHEDULE, RESTRICTIONS AND INFORMATION ON LIGHTS AND SIGNS. 2. TAXIWAY B CIRCUIT SHALL BE MAINTAINED OPERATIONAL THROUGHOUT THE PROJECT. SEE E3.X ENLARGED CONSTRUCTION PLANS FOR TEMPORARY CABLING REQUIREMENTS. KEYED NOTES: DEMOUSH EXISTING TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND BASECAN. DEMOUSH CONNECTED PRIMARY CABLES IN CONDUIT TO ADJACENT LIGHT, HANDHOLE OR SIGN. CONNECTED UNDERGROUND CONDUIT MAY BE ABANDONED IN PLACE OR MODIFIED FOR CONTINUED USE AS NOTED ON CONSTRUCTION PLAN, E3.4. EXISTING CABLE TO BE REPLACED BY NORTH TAXIWAY REHAB PROJECT "APR 2013. MAY BE REUSED IF FEASIBLE OR REPLACED. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE: I - IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. R-400154 SCALE IN FEET ut A 20 0 20 40 TSA GENERAL NOTES: 1. SEE CML PLANS AND SCHEDULES FOR WORK SCHEDULE, RESTRICTIONS AND INFORMATION ON LIGHTS AND SIGNS. 2. TAXIWAY B CIRCUIT SHALL BE MAINTAINED OPERATIONAL THROUGHOUT THE PROJECT. SEE E3.X ENLARGED CONSTRUCTION PLANS FOR TEMPORARY CABLING REQUIREMENTS. KEYED NOTES: DEMOUSH EXISTING TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND BASECAN. DEMOUSH CONNECTED PRIMARY CABLES IN CONDUIT TO ADJACENT LIGHT, HANDHOLE OR SIGN. CONNECTED UNDERGROUND CONDUIT MAY BE ABANDONED IN PLACE OR MODIFIED FOR CONTINUED USE AS NOTED ON CONSTRUCTION PLAN, E3.4. EXISTING CABLE TO BE REPLACED BY NORTH TAXIWAY REHAB PROJECT "APR 2013. MAY BE REUSED IF FEASIBLE OR REPLACED. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE: I - IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. R-400154 z O ut A H- Q Z¢__ W ry I/�1 JaCC Z wo 4 g� y �$ Nti w� Z O � Q F L1 a J O m v a a W z U a ZLLJ z �N O w} N F � J Im 0 } Q W3 U 0 m } 1_ U = O W SCALE AS NOTED DEs DCR SHEET NO, E2.4 9 CH. MFA OF SlEm DATE JANUARY, 2013 Ngo` 23-2010-007 0 0 v 0 a d GENERAL NOTES: 1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND CONCRET R1 PHASING PLANS. EXISTING TWY B 2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF p p P— o CABLE TO REMAIN FIRE WATER LINE. P P_ P p— p— p— PR G S \I — P P 'FO P S P— P P — P P P — P P P P P ---X- P P— P— p- 3. SEE SHEETS C6.1 TO C6.4 FOR EDGE LIGHTING P \\ ASPHALT 1 T5 P / ASPHALT / P / P PLANS AND SCHEDULES. p p PGRASS a - KEYED NOTES: SIGN:° ® PROVIDE NEW L-861T(L) TAXIWAY EDGE LIGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. 1 T1 /( SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2" \ \ 1 T a n i Q CONC. CONC. PVC DIRECT BURIED CONDUITS FROM NEW PAD D BASECAN, AND SPLICE TO EXISTING CONDUITS ®\ ll�—SIGN:°0" ON (2003 2" PVC) TO RESTORE CIRCUIT PATHWAY. \ -�7� �A n / P CONC. PAD SEE DWG E4.0 DETAIL 3. PROVIDE NEW L -824C GRASS / 5KV CABLE, QUANTITY AS INDICATED. i � PROVIDE NEW L-861 ELEVATED RUNWAY EDGE I LIGHT AND ISOLATION XFMR ON NEW L-867 1 T7 IVOLUNTARY Q \ 3 PHASE 5BASECAN. SEE DWG E4.0 DETAILS 1 AND 7. I NOISE / PROVIDE 2" PVC CONDUITS, AND SPLICE TO 1 T2 \\ > g I ABATEMENT" ? '• EXISTING CONDUITS TO RESTORE CIRCUIT \ I PATHWAY. SEE DWG E4.0 DETAIL 3. PROVIDE CABLE TO ADJACENT FIXTURE/ HANDHOLE AND _ SPLICE TO RESTORE CIRCUIT. GRASS \\ /P/ ,� F�F�F p�P__ � PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR C) p \1)O N p \\F /F �p gyp__ AREA AWG) SPANNING THE PHASE CONSTRUCTION WALK BEYOND WAL EYOND \\ \ \ / F _ F AREA BL MAINTAIN THE EAST TAXIWAY CIRCUIT S POINT" POINT° \ /P \ F�F_�F�F �F �F�F p��_p__ OPERABLE THROUGHOUT CONSTRUCTION. SEE 1 T3 8 DETAIL 9 ON DWG E4.0. A GRASS \ � HASE 4 3 S S N B \\\ I �Su, PSP P P PSP P PP --/--PPP PTP GOdG. F F IG 4" \ ASPHALT S 1 T9 ASPHALT \\ El - - — F — ROF / OFA RO ROFA ROFA ROFA ROFA RO ROFA ROFA ROFA R IF 9 J EXISTING EDGE LIGHT TO BE DEMOLISHED IN 1 T13 T4 �i�/A HALT ,fix 1 T10 PHALT \ 1 T11 PHASE 5 PHUT I co 0 R-40 0 1 T12 � E 1 T14 F -� �^ TSA -TSA M, S N // \l Iw ASPHALT o $ W 1 T15 = � 7 V1 ASPHALT \ \ ` \ ��00 W W DID 1 T16 N T17 V) PROVIDE NEW CONDUIT TO NEXT FIXTURE It) / \ TO \ 1 6+00 TA�WWJ(oo r \s+ N 04'49'34" W ASPHALT I� \ \ \ \ LLI ASPHALT N ASPHALT rO^d \ IJ \ \ 2 I� /PHALT ASPHALTler ASPHALT 0 TD *sA I rsa GRAVEL CONCRETE TSP TSF TEA ASPHALT r°Fq BUILDING LL X CONCRETE a *oFA Q CALL 48 HOURS 6'CHANLINK B ASPHALT .,,---6'CHANLINK zo — TOFA zo BEFORE YOU DIG ASPHALT TOFA TOFA TOF GuaRq� _ 1=800=424=55455 CONCRETE a_ MIT CONCRETE CONCRETE SCALE IN FEET a O` T ♦ NOTE: - .L TONAL IF "L" DOES NOT MEASURE 1" 20 0 20 40 1 8`/ 20%3 ADJUST SCALES ACCORDINGLY. R-400155 z 0 ut rc z rn 661 D a Zli wx q y ueU z Z_F� 4y M yl W, • " y � � s SLE z O u. O rF a J � m v ¢ z W i<g V EL 2 z W O P z} U (n O M F- N O Z O m F- F - 3 =11 N SCALE AS NOTED Es.DCR s�EET moo. E3.1 R. GMS CH. MFA V, SlEm DAM JANUARY, 2013 °'o' 23-2010-007 SIGN:°B°OOA Lp — — — p—. I �I m r4i I WI H I 'SPHALT W w � =I _ NI wlw I I J GRASS T18 1 1 T19 ASPHALT P — PSP — P — P— 17+00 PHASE 4 GRASS— 1 ________________--T20 __ P—PTP—P—P 18+00 _______________ -_— T2t ASPHALT N 04649'34" W 19+00 GRASS \ F� F\ GRASS F \ FBF --p — — — p--- p--- p--- p--- p--_ ________________- __T22 ASPHALT 20+00 GENERAL NOTES: 1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND PHASING PLANS. 2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF FIRE WATER LINE. 3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING PLANS AND SCHEDULES. KEYED NOTES: PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2" PVC DIRECT BURIED CONDUITS BETWEEN BASECANS TO RESTORE CIRCUIT PATHWAY. SEE DWG E4.0 DETAIL 3. PROVIDE NEW L -824C 5KV F F CABLE, QUANTITY AS INDICATED. --P-- p ----1 — T23 — 1 � EXISTING SIGN TO REMAIN/BE REINSTALLED. _ _ _ _ _ _ _ I GRADE ELEVATION AT SIGN TO BE INCREASED 9". Pt—P 21+00 DEMOUSH EXISTING 10'x13' SIGN BASE, MOWPAD, AND BASECAN; OR PROVIDE 9" TOPPING SLAB AND EXTENSIONS FOR BASECAN AND CONDUIT. _p—p SEE DWG E4.1 DETAIL 1. IM D>� PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR �M #8 AWG) SPANNING THE PHASE CONSTRUCTION W AREA TO MAINTAIN THE EAST TAXIWAY CIRCUIT I.- OPERABLE THROUGHOUT CONSTRUCTION. SEE I.I DETAIL 9 ON DWG E4.0. w T so ILf) W Z J 2 F Q CALL 48 HOURS BEFORE YOU DIG 1-8004244666 SCALE IN FEETti2 NOTE: - �L TONAL IF L" DOES NOT MEASURE 1' 20 0 20 40 Z OC ADJUST SCALES ACCORDINGLY. R-400156 z 0 II ASPHALT I Q R- I Q 00 I Q ASP'AL+ TOFA TOFA z F- C/) LTOFA a�S TOFA—ASPI{AMA TOFA TOFA z O N TO A TOFA TOFA TOFA TOFA z O N O 1 TOFA TOFA rt W R 1�� H� Cn N y � s LE Z W Z J 2 F Q CALL 48 HOURS BEFORE YOU DIG 1-8004244666 SCALE IN FEETti2 NOTE: - �L TONAL IF L" DOES NOT MEASURE 1' 20 0 20 40 Z OC ADJUST SCALES ACCORDINGLY. R-400156 z 0 w 8 Z�§ a�S N LIJ :Rzolill 8Z EN q W�;yFII% Z ZCFLL rt W R 1�� H� Cn N y � s LE Z 0 u.F a 1 N � m v a Q Z LLI = g U W Z �w Z 0 } U z � N 0 In H N 0 x3 o F m U j X SCALE AS NOTED Es. DCR SHEET NO. E3.2 rr Cs H. MMA °ATE JANUARY, 2013 nLE 23-2010-007 C b TF RSP RSP RSA RSA RSA P—p` P ---� P \ P\ P GRASS �P SIGN:N. j, F— F— F F F F F F SE 2 U ROFA ROFA ROFA ROFA 4 4 T27 4T26 / 04 "i F 4 T5 F� 4 T24 wTSA P TA P_P TA W NI PHASE 4 ASPHALT p W Q VI P—P—P— — — O LoI C4 H 1 22 no '�j V) wI ZI JI2 �I - I ASPHALT 9 ip RA ASPHALT ASPHALT GRASS R54 RS4 RSA T32 5 00 O 5 T34 Q T31 5 T35 e T305 P P_ P v p� P P_ I ZT291 p2/ ^i Fes\ if" ^ ASPHALT PHALT SE EXISTING EDGE El PHASE 3 EXISTING EDGE LIGHT / TO BE DEMOLISHED IN PHASE 4 23+00 TSA gyp= p P 1 T36 a OLDER ASPHALT OLDER ASPHALT F /�FA �FA ROFA ROFA N I ITSA Ta'A 2 w \ T a TAXIWA 24+U0 t\I N 04.49. . RSP RSA RSR RA RSA GENERAL NOTES: 1. SEE SHEETS 31.4 TO 31.9 FOR SAFETY AND PHASING PLANS. T33 2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF FIRE WATER LINE. ASPHALT 3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING PLANS AND SCHEDULES. P — P KEYED NOTES � P P GRASS ` P PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. SIGN "� K SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2" SIGN "I" CONC. PVC DIRECT BURIED CONDUITS FROM NEW ON GONG. PAD F — F — F — \ BASECAN, AND SPLICE TO EXISTING CONDUITS FFF��Ryyy//! F / F ,o (2003 2" PVC) TO RESTORE CIRCUIT PATHWAY. SEE DWG E4.0 DETAIL 3. PROVIDE NEW L -824C / F 5KV CABLE, QUANTITY AS INDICATED. I2� ROUTE TEMPORARY CIRCUIT CABLE ACROSS \ TAXIWAY AT BARRICADE OR UTILIZE EXISTING DUCT CROSSING. \ �PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR / #8 AWG) SPANNING THE PHASE CONSTRUCTION \ AREA TO MAINTAIN THE EAST TAXIWAY CIRCUIT 7�SIGN:ai OPERABLE THROUGHOUT CONSTRUCTION. SEE DETAIL 9 ON DWG E4.0. PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. RM #8 (RENTON M 8)SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2° -8->" N-1817CONTROL P PVC DIRECT BURIED CONDUITS BETWEEN I N-181737.44 E-1298980.03 BASECANS TO RESTORE CIRCUIT PATHWAY. SEE 3 PHASE 2 EL -23.90 DWG E4.0 DETAIL 3. PROVIDE NEW L -824C 5KV ON?I CABLE, QUANTITY AS INDICATED. I � PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT ON T37 1 I EXISTING BASECAN. SEE DWG E4.1 DETAIL 4. PROVIDE NEW L -824C 5KV CABLE, QUANTITY AS a SHOWN. ROFA ROTA T38 1 I a ROFA ROFA ROFA R-40010 \ I PHASE 3 \I s5 --p--p---P---P---P---P---P---P P ASPHALT \\ ¢ T39 1 I1 TA T -� '�'' T7 W T42 1IILd c >sn P\ / P _ - - _ - - LLI _ / Pte'-pipA A 2 IN y(� =:O�—F�p P—P--f—P—PiW TAXIWAY B ASPHALT EXISTING EDGE LIGHT TO BE DEMOLISHED IN PHASE 3 25+00 26+00 �W TA TA 1 z 0 TA TA TA TA TA A TA TA TA TA TA TA I R I Q � Q a�S N LW a ZlQ z Z <LL Z ZCF F< U Z rt W I O S 3 ^ O LE Z O I.u. O t2 a 1 M � m v N� Z = LLI g ASPHALT N sw z O } U z � V) O OiOF m I— V) TOFA TOFA06P 'A TOR TOR TOR TOR a FA TOR TOFA TO TOFA TOFA TO=P. O 71 SCALE 0 IN FEET 20 0 20 40 CALL 48 HOURS BEFORE YOU DIa 1=800424441545 NOTE: i - "L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. R-40015', z 0 rn R Z�§ a�S N LW a ZlQ z UZE m <LL Z ZCF F< U �4 rt W 1�� S 3 ^ LE Z O I.u. O t2 a 1 M � m v a Q Z = LLI g U z sw z O } U z � V) O m I— V) 0 x3 o F m U j O X W SCALE AS NOTED Es. DCR SHEET NO. E3,3 CH. MMA SlEm FEN 'JANUARY, 2013 no` 23-2010-007 0 0 v 0 a 0 n r. v / TSA TSA TSA TSA GEASPA GT .S. TSA TSA P /E TSA UGH CABLE NORTH OF HERE TO PHASE 3�PHASE Tv REMAIN AS-3� F F SIGN:"B" CONIC.SIGN:"B" E � / 2 F T F %� 1 T46 —� �--p P-L�P P� �pp/PP�P P PSP P�P P--- A o p p o —P�� P M� T43 �eTas F P Pte_ 29+00 TAXIWAY B 30+00 31+00 v ASPHALT W- --- 1 / ? 4 A GRASS P - N 04'49'34" W SIGN TO TO F- /Q0REST CTED 2akoo �_ o p p o LTJ p p F—F—F ------------ P-7�1-p---- ao* P---oP4/ P PZ- P—P-----//P—P�—P P—F (Px / / ASPHALT LLj N 2 45205 GRASS ASPHALT GRASS W A T J� (n / I TSA TSA TSA TSA TSA TSA 27+ E EDGE LIGHT TSP -- -- -- -- -- -- — -- — Lo + - + TO BE DEMOLISHED IN NI PHASE 3 / /� CONCRETE CONCRE E a �sA R-40010 Z � � J ASPHALT CONCRETE TSA TSA TSA I I a Z ASPHALT CONCRETE T - Ln TOFA TOFA ASPHALT CONCRETE CONCRETE ASPHALT GENERAL NOTES: 1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND PHASING PLANS. 2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF FIRE WATER LINE. 3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING PLANS AND SCHEDULES. KEYED NOTES: PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2" PVC DIRECT BURIED CONDUITS FROM NEW BASECAN, AND SPLICE TO EXISTING CONDUITS (2003 2" PVC) TO RESTORE CIRCUIT PATHWAY. SEE DWG E4.0 DETAIL 3. PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR #8 AWG) SPANNING THE PHASE CONSTRUCTION AREA TO MAINTAIN THE EAST TAXIWAY CIRCUIT OPERABLE THROUGHOUT CONSTRUCTION. SEE DETAIL 9 ON DWG E4.0. PROVIDE BASE CAN EXTENSION AND 4" CONCRETE SURROUND TO MATCH NEW GRADE. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE: I - —I�"L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. R-400158 SCALE z 0 FEET IN A A 20 0 20 40 GENERAL NOTES: 1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND PHASING PLANS. 2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF FIRE WATER LINE. 3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING PLANS AND SCHEDULES. KEYED NOTES: PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2" PVC DIRECT BURIED CONDUITS FROM NEW BASECAN, AND SPLICE TO EXISTING CONDUITS (2003 2" PVC) TO RESTORE CIRCUIT PATHWAY. SEE DWG E4.0 DETAIL 3. PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR #8 AWG) SPANNING THE PHASE CONSTRUCTION AREA TO MAINTAIN THE EAST TAXIWAY CIRCUIT OPERABLE THROUGHOUT CONSTRUCTION. SEE DETAIL 9 ON DWG E4.0. PROVIDE BASE CAN EXTENSION AND 4" CONCRETE SURROUND TO MATCH NEW GRADE. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE: I - —I�"L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. R-400158 z 0 to A A Z R9f N ZQ¢__ �Q Vm wa Z ZCFLL 4 gF� y �$ � H y LE Z 0 �F a 1 � m v a Q = Z LLJ g U a Z W Z O z } U En ce M N 0 x3 0 F m N SCALE AS NOTED DEs DCR SHEET NO, E3.4 9 CH. MEA OF SlEm DATE JANUARY, 2013 Fro` 23-2010-007 0 O lr F L-867 LIGHT FIXTURE OR 1/4" THICK BLANK PLATE AND NEOPRENE GASKET EXTERIOR THREADED GROUND LUG ATTACHMENT APPROXIMATE 4" CONCRETE SURROUND CAST -IN-PLACE OR PRECAST #6 AWG BARE COPPER �\ SAFETY GROUND 5/8" z 8' MIN GROUND / ° ROD, SECURE TO � GROUND WIRE VIA EXOTHERMIC WELD INTERIOR THREADED GROUND LUG ATTACHMENT STAINLESS STEEL BOLTS WITH ANTI -SEIZE COMPOUND #10 AWG STRANDED SEE SPECIFICATION REQUIREMENTS BOND TO METAL UD FOR HANDHOLE SELECTION 12' OF CABLE NEATLY COILED IN TURF AREAS, �¢ IN HANDHOLE GRADE AWAY g PLACE SEALANT BETWEEN LID AND FROM HH BOX FOR 2 -PIECE CONSTRUCTION L-867 BASE CAN, CLASS 1, SIZE B 24" HIGH, UNLESS NOTED OTHERWISE.^ y/ a GRS OR PVC CONDUITS AS REQ'D. ° - 2 -WAY OR 3 -WAY AS REQUIRED. IF TERM -A -DUCTS NOT USED: GROUT AROUND INCOMING CONDUITS FOR WALL \� o BUSHINGS ON GRS. PENETRATIONS.PROVIDE a / THREADED HUB BELL X� `_. \�� 2" PVC SCH. 40 1, 2, OR 3 ... _ CONNECTIONS AS / \/ 2/ MIN C�OMPAOCTEDIN LE DRAIN REQUIRED OR NOTED �GRAVEL OR SAND TYPICAL L-887 BASE CAN DETAIL 1 SCALE: NTS E4.0 2" DEEP DRAIN GRAVEL, COMPACTED COMPACT NATIVE SOIL WITH VIBRATORY PLATE V GROUND ROD, 5/8" x 8', EXTEND 6" ABOVE HANDHOLE FLOOR TYPICAL HANDHOLE DETAIL 2 SCALE: NTS E4.0 l COMPACTED BACKFILL PLASTIC WARNING TAPE BURIED 6" ABOVE CONDUIT SAND BACKFILL 2" SCHED. 40 PVC CONDUIT UNO BURIED 18" MINIMUM, OR AS NOTED 2" SAND BEDDING CLEARANCE, PARALLEL OR CROSSING, 6" FROM ELECTRICAL, 12" FROM TELEPHONE/GAS/WATER MINIMUM - TYPICAL SINGLE BURIED CONDUIT DETAIL 3 SCALE: NTS E4.0 RESTORE PAVING TO MATCH EXISTING `PLASTIC WARNING TAPE 18.0" MIN RESTORE PAVING TO �� j� COMPACTED CRUSHED BACKFILL MATCH EXISTING 30" AGGREGATE P-209 CONCRETE ENCASEMENT P610 TAPLASTIC WARNING /RIED 6//\\� � \�// 3.0" ABOVE CONDUIT 5,p� PLASTIC WARNING TAPE NOTE. SAND BACKFILL 3'0SCID 40 PVC CONDUIT: BURIED 21.0" MIN. DUCTBANK IS 18.0" MIN SAND BEDDING SURROUNDED BY CONCRETE 6 \� COMPACTED CRUSHED 3.0" 3.0" (3.0" MIN). INDIVIDUAL CONDUITS SEPARATED FROM EACH 2" SCHED. 40 PVC TE P-209 OTHER BY 2.0" MIN (TYP ALL DIRECTIONS). CONDUIT SIZE CONDUIT BURIED 18" 3.0" R- NOTED ON PLANS. MINIMUM, OR AS CONCRETE ENCASEMENT P610 NOTED 2" SPACING MINIMUM FOR SAME VOLTAGE, 2" SAND BEDDING 3.0" 6" SPACING MINIMUM FOR DIFFERENT VOLTAGE CLEARANCE, PARALLEL OR r NOTE: SERVICE CROSSING, 6" FROM ELECTRICAL, 3'O" SCHD 40 PVC CONDUIT: BURIED 21.0" MIN. 2" SPACING MINIMUM FOR SAME VOLTAGE, SAND BEDDING DUCTBANK IS SURROUNDED BY CONCRETE 30 MIN).TYPICAL MULTIPLE CONCRETE 12" FROM TELEPHONE/GAS/WATER ( MINIMUM SERVICE IVIG MINIMUM FOR DIFFERENT VOLTAGE 3.0" 3.0" CONDUIT SIZE NOTED ON PLANS. ENCASED DUCTBANK DETAIL B SCALE: NTS E4.0 TYPICAL MULTIPLE BURIED CONDUIT DETAIL 4 SCALE: NTS E4.0 FRANGIBLE COUPLING AND DISCONNECT PLUG - ELEVATED BASE PLATE THREADED UGHT GROUND LUG ATTACHMENT L-867 BASE PLATE #6 600V GREEN INSULATED, TYP. L-823 PRIMARY CONNECTOR - ° L-867 BASE CAN,10 EXISTING OR NEW E4.0 PROVIDE 3' SLACK MIN. FOR ALL CONNECTIONS NEW TRANSFORMER, SIZE AS REQUIRED BY MANUFACTURER TRANSFORMER SUPPORT STAND TYPICAL LIGHT DETAIL 7 SCALE: NTS E4.0 TYPICAL SINGLE CONCRETE ENCASED DUCTBANK DETAIL 5 SCALE: NTS E4.0 1/2" CHAMFER 4' 4" 4- 4' g" DUCT MARKERS TO HAVE DIRECTION ARROWS AS 24" REQUIRED TO REFLECT 4" DUCT INSTALLATION. q" n # — X 1/2" WIDE X 1/4" DEEP INSCRIPTION (TYP.) f INDICATES QUANTITY 24" ------- X INDICATES SIZE TYPICAL DUCT MARKER DETAIL 8 SCALE: NTS E4.0 PROVIDE WEDGE UNDER FIXTURE OR BLANK LID TO PROTECT CABLE PROVIDE SPIRAL WRAPPED WARNING TAPE OR TAPE FLAGS 10' O.C., FULL EXPOSED LENGTH PROVIDE CONDUIT OR PIPE WHERE EXPOSED TO TRAFFIC, PVC OR HDPE FOR FOOT TRAFFIC, STEEL FOR VEHICLE TRAFFIC L-824 5KV CABLE, NEW, USED, OR SALVAGED, #8 OR #6 AWG SPLICE IN TRENCH L-823 PRIMARY CONNECTOR — EXISTING LIGHT, SIGN, OR HH TEMPORARY AIRFIELD CABLE DETAIL 9 SCALE: NTS E4.0 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE:- .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400110 R-400159 Z O rc 8 6 z �§ Rt Lw <_ zoilli q� WIWI Z Qz ra CO 05 ^ s LE z O Q F c J J in J = F W � W � U z O � � z F En N N M Q 0 U z j ir w o w J W U O^ V) SCALE AS NOTED `� DCR SHEET "` E4.0 H. MFA OF SlEm DATE JANUARY, 2013 "o` 23-2010-007 R a N_ 1R 0 v 7 F 2 LOCATE PIN PLYWOOD OR STEEL COVER SUBGRADE- ° NOTES: 1. INSTALL BASE CAN. 2. INSTALL PLYWOOD COVER. 10'-9„ BITUMINOUS SURFACE/BASE FINISHED PAVEMENT COUR CI SLOPE CONC SURFACE -0.5" rr EXIST ASPH I OR NEW BASE I COURSE EXISTING 2" CONDUIT "IWINIJ NOTES: BASE CAN 1. CORE DRILL PAVEMENT TO EXPOSE TOP OF BASE CAN AS SHOWN. CORE DRILL MINIMUM REQUIRED LARGER THAN BASE CAN DIAMETER. REMOVE CORE. 2. MEASURE DEPTH TO CAN AND ORDER MATCHING EXTENSION. �2 EXTENSION, PROVIDE CORRECT JOINT FILLER HEIGHT & DIAMETER FOR EACH CAN INCIDENTAL TO BIDr FINISHED PAVEMENT --\ 1 SURFACE 0 ° #6 BARE COPPER CONDUCTOR CONNECTED TO ° SIGN GROUND LUG AND REINFORCING MESH .4p P-610 PORTLAND CEMENT CONCRETE, DEPTH PROVIDE BASE CAN AND PER CML n CONDUIT EXTENSIONS Q Q 6x6 WIRE REINFORCING MESH AT MID -DEPTH OF SLAB NEW GRADE 4 NOTES: \)A/ �/A��AA \%AA AA AA /AA/AjAAAiAAAiAAAiAAAiVVAiA� /\N/v 1. INSTALL BASE CAN EXTENSION AND ADJUST SO THAT LIGHT \� \\\� EXISTING SIGN BASE FIXTURE BASE RIM IS FLUSH WITH PAVEMENT SURFACE. 2. SEAL JOINT BETWEEN EXTENSION AND ASPHALT WITH MATERIAL PER SPECIFICATION P-605, OR APPROVED EQUAL INSTALLATION OF IN PAVEMENT BASE CAN 4 SCALE: NTS E4.1 MATCH FINISH GRADE ALL AROUND L-867 BASE WITH BLANK COVER e E4.0 -- EDGE OF SIGN SIGN BASE WITHIN 6" OF STATION SIGN AND BASLEVECAN L. SHALL BE LEVEL. SIGN BASE OUTSIDE OF 6° I- - - - - - - - - BUFFER MAY SLOPE 0% 1 - - - - - 6 - TO 5% AWAY FROM SIGN. 1 9T4�° 1 I- ------ L-- -------- --J �— CONCRETE SIGN NUMBER OF BASE P-610, 60" LEGS VARIESMONOLITHIC POUR 60" TYP WITH NO JOINTS NOTES: 1. SEE DETAIL 2 THIS SHEET FOR TYPICAL SECTION THRU CONCRETE BASE. 2. PROVIDE SHOP DRAWINGS OF BASE DETAIL FOR SIGNS BEING PROVIDED PRIOR TO ANY CONCRETE FORMING OR INSTALLATION. 3. IF EXISTING SIGN BASE IS RETAINED, CLEAN AND ROUGHEN SLAB, PROVIDE EXTENSIONS FOR BASECAN AND SIGN CONNECTION CONDUIT, PROVIDE TOPPING SLAB WITH REINFORCING MESH AS SHOWN. OR, SALVAGE SIGN AND ISOLATION XFMR, DEMOLISH EXISTING SLAB/BASE/BASECAN, PROVIDE NEW BASE AND BASECAN AND SPLICE/EXTEND EXISTING CONDUIT, RESTORE CABLE CONNECTION. REINSTALL SIGN. NEW LIGHTED SIGN BASE DETAIL 1 SCALE: NTS E4.1 NOTE: TOPPING SLAB IS AN ALTERNATIVE TO REPLACEMENT OF EXISTING BASE. SIGN TOPPING SLAB DETAIL 3 SCALE: NTS E4.1 R-40010 � EXISTING L-858 SIGN L-867 BASECAN 1 WITH BLANK COVER E4.0 L-823 CONNECTOR [8: WITH 3' SLACK I� 12" 3" MIN, 6" MAX �i EXISTING L-830 ISOLATION TRANSFORMER 2" GRS NOTE: DISREGARD BASE/PAD/CAN CONSTRUCTION NOTES FOR INSTALLATION ON EXISTING BASE. SUPPORT WITH FRANGIBLE COUPLING, FOOT FLANGE WITH 9/16°x3" ANCHOR BOLTS AND EXPANSION OR EPDXY ANCHORS, TYP. SIGN TETHER, TYP. �-1" CHAMFER, TYP. 6" J CONCRETE BASE P-610,1 SIZED TO MATCH SIGN E4.1 4" DEEP MIN. CRUSHED AGGREGATE BASE COURSE TYPICAL LIGHTED SIGN ON NEW OR EXISTING BASE DETAIL 2 SCALE: NTS E4.1 AIRFIELD SIGN BASE SCHEDULE MODULE SIZE 1 SIGN BASE LENGTH SIZE 2 SIGN BASE LENGTH SIZE 3 SIGN BASE LENGTH SIZE 4 SIGN BASE LENGTH SIZE 5 SIGN BASE LENGTH 1 29 3642 48 42 2 59 72 85 N A N/A 3 88 107 121 N/A N/A 4 117 143 169" N/A N/A SIZES NOTED ARE TYPICAL. VERIFY FOR VENDOR SELECTED. P-610 PORTLAND CEMENT CONCRETE COMPACT NATIVE SOIL 6x6 WIRE REINFORCING MESH AT MID -DEPTH OF SLAB LUG CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTE:- .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400111 R-400160 z O rc 6 Z �§ Q�S Lid <_ zo&sl � q� z Qli Z v7 � � ff�� t � s LE Z 0 Q F o J J it m J = F W � W � U z LLI LLJ z F N N I m Q 0 0 z jw wo W J � W U 0 V) SCALE AS NOTED `S DCR SHEETIAO E4,1 `". MFA CAME JANUARY, 2013 Fro` 23-2010-007 T-400111 R-400160 a Na 1R 'e, 23 E a M 0 CONTROL RELAY ENCLOSURE IMAGE �t�► SCALE: NTS E4.2 TO RWY & TWY B CCRs SCO (SERIES CUTOUT), TYI BEACON CONTACTOR RWY TWY B CCR PAPI/REIL CONTROLLER BELOW WIREWAY, CONTROL RELAY ENCLOSURE ABOVE WIREWAY FLOOR PENETRATION TO AIRFIELD CIRCUIT TWY A CCR R-40010 LIGHTING VAULT ENLARGED PLAN 1 SCALE: 3/4" = 1'-0" E4.2 SCO CABINET 2 SCALE: NTS E4.2 PANLL LV CT ENCLOSURE, METER ABOVE ATS -B EXISTING METER, TYP GENERALSCA-e�l FEET NOTES: 24"x24"x6" STEEL NEMA 1 HINGED COVER ENCLOSURE, PROVIDE "HIGH VOLTAGE" WARNING PLACARD ON COVER, 8"x10" MIN. INSTALL LAMINATED COPY OF MANUFACTURER'S SCO INSTRUCTION DIAGRAM INSIDE OF COVER. L-824 5KV TYPE C. PROVIDE SERVICE LOOP ADEQUATE TO REACH ANY SCO, TYP. #8 AWG BARE COPPER FROM CONDUIT GROUND BUSHING TO SCO GROUND LUGS TO TWY A CCR TO FLOOR PENETRATION TO AIRFIELD MODIFY/MATCH EXISTING CONDUIT TYPE AND SIZE, TYP 1. ALL EQUIPMENT SHOWN IS EXISTING UNLESS NOTED OTHERWISE. KEYED NOTES: REPLACE EXISTING 7.5KW CCR WITH 4.OKW CCR. EXISTING POWER SUPPLY WIRING WAS INSTALLED IN 2003 AND MAY BE REUSED. REPLACE PANELBOARD CIRCUIT BREAKER TO MATCH CCR MANUFACTURER RECOMMENDATION. PROVIDE NEW SCO CABINET BELOW REIL CONTACTOR. ROUTE OUTPUT OF ALL 3 CCRs THROUGH SCOs. SEE DETAIL 2, THIS SHEET. TAXIWAY CCRs CURRENTLY DO NOT OPERATE AT 3—CLICKS ON RADIO CONTROL. MODIFY CONTROL WIRING TO HAVE TAXIWAY CCRs MIRROR RUNWAY CCR ON RADIO CONTROL: 3—CLICKS = LOW, B10 5—CLICKS = MED, B30 7—CLICKS = HI, 8100 SEE E4.3 FOR DIAGRAM. CALL 48 HOURS BEFORE YOU DIG 1-800=424=5555 NOTE: i - .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400112 R-400161 z O m rc Z_ � II Q�S N LW a zoil .q� z 6 GTT] � ffv7 � s LE Z O Q a 1 Q JJ a W U W 2 Q s LLI J H- N zN j 0} Z z w � F 2 J 0 U O N SCALE AS NOTED DCR SHEET "` E4.2 CMS MFA OF MlEm DATE JANUARY, 2013 Ngo` 23-2010-007 T-400112 R-400161 a b Tr CKT ATCT L-8-21 PANEL I I I I I I I I I I I I I I I RZu ON/O ON/O N 120V N RAaN 3 CLICKS ERca Ba 5 RADIO CONTROL 7 CLICKS PANEL RELAY BOX e E4.4 TO PAPI/REIL CONTACTOR BOX N I B10 B30 R-40010 B100 TAXIWAY TOGGLE ATCT/RADIO RUNWAY REGULATOR N B10 B30 TAXIWAY A REGULATOR B100 I ~— J RZ NEW RELAY L J trob (RAD:1000NTROL PANEL) LOCAL ON/AUTO — — L — — — — — — — — — — — — — — RADIO CONTROL -WIRING DIAGRAM 1 SCALE: NTS E4.3 REIL CONTACTOR GENERAL NOTES: 1. INFORMATION SHOWN IS HISTORIC AND HAS NOT BEEN VERIFIED. AS -BUILD AS REQUIRED. 2. DIAGRAMS DO NOT SHOW CONNECTION OF TWY B CCR. AS -BUILD TWY B WIRING. 3. PREPARE MARK-UP SHOWING RECOMMENDED CHANGES TO MAKE TWY CCRS MIRROR THE RWY CCR FOR RADIO CONTROL SUBMIT FOR ENGINEER APPROVAL BEFORE IMPLEMENTING. 4. TOWER CONTROLS SHALL REMAIN AS -IS. CALL 48 HOURS BEFORE YOU DIG 1-800-424-6666 NOTE: i - .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. z O I FPAPI/REIL � � N REIL rc CONTACTOR BOX L J trob (RAD:1000NTROL PANEL) LOCAL ON/AUTO — — L — — — — — — — — — — — — — — RADIO CONTROL -WIRING DIAGRAM 1 SCALE: NTS E4.3 REIL CONTACTOR GENERAL NOTES: 1. INFORMATION SHOWN IS HISTORIC AND HAS NOT BEEN VERIFIED. AS -BUILD AS REQUIRED. 2. DIAGRAMS DO NOT SHOW CONNECTION OF TWY B CCR. AS -BUILD TWY B WIRING. 3. PREPARE MARK-UP SHOWING RECOMMENDED CHANGES TO MAKE TWY CCRS MIRROR THE RWY CCR FOR RADIO CONTROL SUBMIT FOR ENGINEER APPROVAL BEFORE IMPLEMENTING. 4. TOWER CONTROLS SHALL REMAIN AS -IS. CALL 48 HOURS BEFORE YOU DIG 1-800-424-6666 NOTE: i - .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400113 R-400162 z O rc Z �§ QHS LW <_ zoilli q� 6 Qzz v7 � 5 3 ^ ff�� LE z 0 Q F C) J � m ¢ Q Lu g U 2 LLI z Q } z � N J 0 m 0} z O z3 o U 0 N SCALE AS NOTED Es. DCR SHEET "o. E4.3 Da. GMS CH. MFA OF SlEm DATE JANUARY, 2013 °cE 23-2010-007 T-400113 R-400162 veg 03 E M O IffliffoZ7.1• RELAY BOX DIAGRAM 1 SCALE: NTS E4.4 GENERAL NOTES: 1. INFORMATION SHOWN IS HISTORIC AND HAS NOT BEEN VERIFIED. AS -BUILD AS REQUIRED. 2. DIAGRAMS DO NOT SHOW CONNECTION OF TAY B CCR. AS -BUILD TWY B WIRING. 3. PREPARE MARK-UP SHOWING RECOMMENDED CHANGES TO MAKE TWY CCRS MIRROR THE RWY CCR FOR RADIO CONTROL SUBMIT FOR ENGINEER APPROVAL BEFORE IMPLEMENTING. 4. TOWER CONTROLS SHALL REMAIN AS -IS. CALL 48 HOURS BEFORE YOU DIG 1-800=424=5555 NOTE: i - .L IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. T-400114 R-400163 z O rc H 6 q Z�A Qto LIJH <_ zo&sl � q� z Qli Z N Qj Qj � Nc y � � s LE Z O F Q C)F C) J � m ¢ Q Lu g U 2 LLI Z Q Z } N J O I m � 0} Z O z 0 U O N SCALE AS NOTED `S DCR SHEET "° E4.4 `". MFA OF SlEm DATE JANUARY, 2013 NSC` 23-2010-007