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HomeMy WebLinkAboutPlansCITY OF RENTON, WASHINGTON Lake Washington Loop Trail Otak Federal Aid No. TAP-1070(008) �A CITY OF r 11241 Willows Road NE, Suite 200 _4\I. City Project No. 12802 Redmond, WA 98052 � Renton ;7, wwwotak.com 100/ Design -Conformed Set -February 2021 ` INDEX OF DRAWINGS APPROVED FOR BID CITY OF RENTO 0DA APPROVED FOR CONSTRUCTION /1 Cltt O�N DATE CONTACT PERSONNEL NAME AGENCY PHONE HEBE C. BERNARDO CITY OF RENTON 425,430,7232 NICO VANDERHORST, RE OTAK 425.822.4446 HONG NGUYEN PUGET SOUND ENERGY 425.449.6609 GLENN HELTON PUGET SOUND ENERGY —GAS 425.559.4647 JAMES COHN COMCAST 253.569.0636 JESSE PATJENS CENTURYUNK 206.733.8591 JASON ACCUARDI ZAYO 206.456.2858 RETARD GARCIA METRO TRANSIT 206.684,2732 RON HANSEN CITY OF RENTON 425.430.6873 INFO SERVICES FIBER OPTIC GEORGE STAHL/RAY SLED CITY OF RENTON 425.430.7400 WATER MAINTENANCE STEVE LEWEY RENTON SCHOOL DISTRICT 425.936.1386 FIBER OPTIC PATRICK ZELLNER CITY OF RENTON 425.430.7400 STEEL MAINTENANCE SECTION & SOLID WASTE MANAGER BUILDERS EXCHANGE OF WASHINGTON, INC. 425.258.1303 owwNv: a I Otak De.NGNIV me �d IL DHeDNer NY IHv� ._..._.... PRWMGA: N - u PROJECT LOCATION NMI III♦ �� 1111 I♦ I. :�� ��I CITY OF RENTON Public Worn DeWN wt mw 5//�/ PUNS Mal MBAR MM CONFORMED DOCUMENT CITY OF RENTON LAKE WASHINGTON LOOP TRAIL MAP AND SHEET INDEX o wwo No 131.01 PnalecTNo. 9246e SHeeT No. 1 o 79 SYMBOL LEGEND ExlsrwG PROPOSED DESCRIPTION COMMUNISCON RISER O COMMUNICATION ATINGLE ON COMMUNICATING VAULT E1ECIFMAL METER ® EI£LTMVL HWOHIXB ® POWER MINABLE BID POWER VAULT Qp POWER TRANSFORMER GAS VALVE O GAS METER ® GAS VAULT ON SEWER WNMI£ LGNOUT 0 tl CATCH BASIN (TYPE 1) CATCH BASIN ONFE 2) Q STORY DUN WARBLE SUBSURFK£ REMOTION BOx SURFACE JUNCTION Wx PEDESTRIAN POLL Qa— MAfi1L POLE TRAFFIC SIGNAL HEAD ® TERMS SIGNAL CABINET W,f UCHT FLU£ CRWIAEMAL LUMIIUIRE HEAD X' GRACE LIGHT OR METY NIT W/ LRMR MUIY POLE C OUR ANCHOR ® WATER MAIN n WATER VALVE ® WATER MANIPLE ® WATER VAULT (j FEE WRIGHT FIRE REMEMBER CORRECTING PRO INDMATOR VALVE ABORTION BOX WALLACE MAIL BOX SIGN O T3PTT + MHITLflIXG WELL A SNAKE CONTACT POINT ED SURVEY MONUMENT ® PROPERTY ADDRESS M PARCEL NUMBER CONIFEROUS TREE OBEODUOUS FEET SNAP XTREE REMOVAL STORM MUST PROTECTION e•� 1 TREE PflOIFLRON LINE AND HATCHING LEGEND EXISTING PROPOSED DESCRIPTION HURT BE WAY CENTERLINE KART Of WAY MARGIN PROPERTY UNE LID BOUNwRY — % CWJX UNR RANGE RADALL 11 WATT LR£ SEWER ONE P121 SEXEA ONE (TIDE) sO ------------- STow DUN uxE (azj _ _____________ STORM DUN LEE (>12j P-p- LINE POWERANAL DEC I EXE CAR ENE ti FlBER GETS ONE -- COMMUNGIUXE - - - - - - - - - - - - - IMERMEDATEMEONTE CONTOUR INDEX CONTOUR ROCK WALL �- --- -� CIFMING/GREDCIXG TERM GWLN EXE XxM V61&YIY RACE SIDEWALK RURAL A MWAY NLL MEAN REMOVAL ® W 2 IN. CARD AND OVERLAY HIM PULL DEATH REPAIR NEW HUA CFAENT O]NLRE2 SEE APPLICABLE DISCIPLINE FOR ADDDIONAL LEGEND ORAWRIA. I Otak 49Gx BV �d& CHELKRV' BY NEW NOTION MY I Pwrmrc,Wwll� RARE ME �n Aexv ABBREVIATIONS GENERAL NOTES A®EVIANNL NOVAE O1 HALTED ABBELLAIICN NrAE lli RflAfE I. CONTACTED SAIL LpYRY W N All FEDERAL. STAFF OR LOCAL DAYS gUNIONES. AND HALOGENS THAT AFFECT WORK UNDER ME AP ANGLE POINT PAVEMENT 0.YRRACL GTE SPEgBGTONS FEE A DWONAL DETAILS. ASSY APPROXIMATE PART C PONT OF CURVATURE ARON TON PONT OF ND CURVE 2, µ APPROVED SET OF CONSTRUCTOR BANE AND SPECIFlGT XI ASM MANASSAGAY ANEPoLW SOCIETY MR IESBNG W!0 MAIFAVTS ACME CHANOCOM PoaNA MANCFABIE MESSAGE SIGH ANY S .Wp OUNCE PALL FOR WORK SINLL P.E. PLAIN END IN FOLYEMYIENE EN ECONp TRUE NETT ON WE COXSIMM:IpN SRE AT PllIWES. M KEPT BB NORWE POINT OF CMN BALM OF CUFF B OP RUENE 5, WE CONTIMTOR WALL. VERIFY ALL EYJBTINT DATA BROWN IN PAGE BOA DOE BOTTOM OF FOOTING A P REDEEM ON RATE POINT ARE AS INMGRO IN ME AND AND BPN BOTTOM OF PRO D POINT OF ADVERSE CUM OF NTIfY ENGINEER CONFLICTS TM PROPOSED MONEY Io OF MT WHNCS WIIX PgOPO5E0 BP SE BEGIN PIMIECT PSI POUND PRIM FEATURES PRIM i0 OMTRIILFIW. CONEMU ANC BUPoNG PSI A POINT FER YNAAE INCH AND; BEGIN VERTICAL CURVE AT POINT OF rCHGwCY M PoIXi H BWIL PMMPRY NOT% TS NTWIN TIE EVENT B.4E DESIGN BEGIN VERTICAL CURVE EIAnOH PVC OF ocornCONTRACTOR OR FOX CAWNO WAFER VACANT OF murSORNANCIE SEESOWN OF G6EVIS PJI DINT of VEgIICAL ImusEcnon POINT OF aKARLE O mxwTlmas oa DRCTsvANaEs FRW ME RNs. CB BASIN C.C. M TER d1ER OF SINS q FALLS 5. STflfW AT ALL TIMES, RUSHWG STICEIS 51V1L MT BE CJ.P CAST IN RFD. FERE fl6wENLE AKEEPLLOWED, SWEETS B NLONEO. SMEEIs BULL BE SWEPT OL NE CLARENCE RBNi, gLNNRCEO CN. CLFMIHLE PENT PAVEMENT WARNER & EROSIONSTIR 6NNR MEASURED MAY WE A! THE CITY CYP CORRUGATED METAL PIPE RI DART RNNr OF MENEWN CE CONSTRUCTION IN ON WERE WEAKER D)ONgNG LE SRI AMID CO CLEAN Wi R/W RIGHT-OFWAYCWgMNS SEMd STOOP AN OR WNw WORK IS STOPPED CR NCONTROL AREA, IF CONK COMMUNICATION WE MEASURES AFSEAFTE EROSION CONTROL,THEMEASURES N CONC. CONCRETE S SOUTH BE WALLED LIMCwNS, THE ON BOTCFABBY RONUNIT COMB! CONSTRUCTION SO DRAIN CI R N STALL WE ACCESS L WDRI( SHILL BE PAID BY ME UNR 9D PRICE COXL CONTINUE CONTINUOUS SOME STORY GRAIN MANHOLE FEWER CPR E CITY Cf RENTON BE SOUTHEAST Z, ACCESS N APNCwi PROPERTIES SWll BE MAINTAINED AT ALL TM6 CRP PNS11L ARE SHE SENT PRNR ARRUICFNEMS NAVE BFA' LLOLf IJIO APPROVED) BY ME CROP CORRUGATED CORRUGATED £TIE RUE SPA SPACE OR SPACING CRIS ' CSBL MARGINS CRUSHED SUREAPONG WE COURSE SPEC, NE SANITARY A. ALL OF SHOWN HEREON BEEN CBTC CRUSHED 9lRFACINC TOP COURSE SS SANITARY SEWER B CIflL CONTROL SVdiMY SEWER MOVABLE BY RICOOMM SLE OR ip LAB SATURATED AVNVBI£ RID AM AM STATION AND SNARLY COMPLETE ME WMFROM SHOUD ATE CO SI ERED APPROAWIE NN NOT UW HT WE TURNER IRON STAxDWD ADDS NNESSARBY R S Y BE HE R CF DR1. L DIAMETER A STPoNPS TO CONTACT TAID COORwNIT: TIE unlm COMPANIES SCART r0 R CO V NOR ME CO WIG BARREN SW Sw N OTmFA i0 ASSUMEVERIFY OF IN YEAEY ME MER pSp ART PAT ORNEWA SYMM. ANAMET C SYMMETRMAL ALL LOCATIONS SHOWN ANDWENWAGE WY AMID UKVO AND WE F OTHER JELTENS GAME OTHER UTILITIES NOT SHOWN HEREON 'MACH WAY AS AFFECTED AFFECIm N! E BET T PION OF CURB E NOT WE OF THIS PUN. UTMEB WHICH ARE G CERSTARE TO L OR REMOVED RE)RCIi ILO, OR ABWOdED OR ABAIMPLNDONED SUPPORTED, CONS SMUT BPI. pi 6. ELEVATION ELEVANN TO FDA FACE FACE OF CURB AD CIRB BUTTING NT THE 6MRE SHILL COMPLT OS ELMp. END TEMP. TNPoRMY TENT UNOERCRRND WEMAIUNDERGROUND UNUTTES LOCO, N pi Tl6 LOCATIONS SERVICE (IAA MAXE TOP MUCH h SEGMENT CONTROL ICE TO AN20-5555) LEAST HOURS THE AND ME DART M ENDS FRAGMENT ME TOO OF CURB ER CON ENGINEER SHILL BE LUMpCIEO IYYNUIELY IF A CANNOT IXISIS. BE M IMMEDIATELY EARL ENDEAR CURVE ELEVATION END iqY FOR iW OF WALL EVER ENO VERIIVL CURVE STATION VERTICAL M. TYPICAL g, ALL MATERUS AND WORKMWSFP SHILL BE SURFACES AND SUPPLIED RO EXPANSI IN ACCORDANCE WITH ME 201E WSOM SPICIFIGTONS MR FORD, CAP. CAP. EMppySgl VENT VFRRLp1 BRIDGE. AND MUNICIPAL RNSNICNX NN CITY OF RENTON PUBLIC MgMS MEBE LdPRLLi DOCUMENTS ux1E55 Fp FOUND W µPST ME BRAINA D S OTIERNISF NPPOVEO SIECAFlGLLY BY IXf ENGIHEw. FIG FINISHGR.WE µ/ WIFEFIG. FIGURRE IO. ALL WORK MUST SLAY WANK RIGHT-OF-WAY DRYS %iWBNY FL FLOW ONE (EI£VAnOx) OR FlANOE MSoti pSNING DA STATE DEPARTMENT OF ICNOx LIMITS FULL NOT ME R.l'plp ME AMID D NL FACE M CURBNET SpORTATp! RTCEm RIGHT-OF-WAY RIGMi-OF-WAY OR CRY -PONIED PROPERTY. Fi FORT OR fEEi FOR FOOTING GAY, GALVANIZED GE M CR R CARAFE ULVATM CAR. EAGER GWDE ce BREAK CONSTRUCTION SEOLIENCE HAVE HIGH OENEm POLYETHYLENE HMO HOT mix ASPHALT NOT. HORIZONTAL SEE HP HIGH PRESSURE OR HIGH PoIM ATTEND PRE -CONSTRUCTION MAPPING ARM CRY OF WORK. 1I INSIDE DWIUw 2. INSTALL PERIMETER PROTECTION (HIGH VlSIBRM FENCES ETC) IF MIT ELEVATION 5, CLEAR MD DRUB SIDE M ACCORDANCE WIN WE PROJECT 9ECIFlGnIX6. A "WAIN DEAD MEASURES IN ALLORMNCE WRITE THE PROJM JT. JAUNT SPECIFICATIONS, ME CRY OF RENTON STMDARn MD WE MANUFACTURERS FECWMENDWONS. DOE PoIWR 5. RELOGTE/.WUST TESL MEASURES, OR INSTALL NEW MEASURES, SO THAT UP R FELT4 TO S17 CONDITIONS CHANCE THE TERIC ALWAYS IN ACCORDANCE IT LEFT WITH CRY TESL MINIMUM REAR REMI LVC LENGTH OF VERTICAL CURVE MAN. MAXIMUM Imlm♦S MH MAXI 1. INSTALL UNDERGROUND MINT MTEUS MID MCMIMENT IN CASE MIN. MINIMUM 1BIUMM MW METHTL MUHAD IE MOTTO MMUAL M UNIFORM ESCAPE CONTROL FROM 1, GRACE SITE PER PIAX. N NORTH HE NORTHEAST Mr. NUMBER 1. CONSTRUCT CURB AND BRIER. MV NORTNA£Sr 2, WMIRUCD SMWpw, NAME MD DM1AVEWAY ENTRANCE, a C. ON CENTER PM9S O.O. OUTSIDE DIAMETER 1, MTRUCT MD PAVE CYCLE TRACK. 2. INSTALL SIGNING AND PAVEMENT NARROWSIGNIN AND IT UMINAPEOR 1. INSTILL SIGWL WAVES AND unrcuroNS. W]DOINC N000 oEIECNN. 2. INSTALL ILLUMINATION AGUES. °` V CITY OF RENTON CITY OF RENTON GROWING NO. y_EI PuXge Wary. Derailment LAKE WASHINGTON LOOP TRAIL FRNECT AO BRASeFFDAIGNI TAPAWKNOWRI D FOn CONSTRUCTION DATE 'III DATE'�tlP/ LEGEND AND ABBREVIATIONS BHFErxG. 2 GF79 A PORTION OF SECTIONS 7&18 TOWNSHIP 23 NORTH RANGE 05 EAST W.M. f I I I / I I I • � � � �,A/A11 I a now ( , \k SSSyI � PoIM (119) �\II pF nnN WAY I �1 DESPEN In M OtaCFAAGI k N 1 htlNE eulN ttf Pn?I MfA' NV CITY OF RENTON Public Wonu Depxbnent ...YA uLVTEek�I I. HORIZONFAL OA11M: WASHINC10N CCCPOI1NAT sTEY NORTH ZONE GNAD Tl) NOTE PROMM CONTROL WAS TRAM 91Q➢ BY CONSrRuxwG M s9C COORDINGl6, CM Of RENION CONTROL POIKIS 099, T333, & 1816. 3. MERHM DO M: Ni 88 PRCJEGT BENCHMARK IS Cn OF RENTON SORT CONML NOW 12120 3, HORIZOMM CONTROL WAS ESTAEWHED BY A CCMBINAWN OF HELD TRAVERSE AND M CGS FIRM AN ACCURACY T-AT MEEK OR EXCEEDS WAL 333-130-090. VEFICAL CONTROL WAS MA)WHE➢ EY DIFFERENTIAL LEVELS. 4 tOPoGMPHIC SURJEY PERFORMED IN N15 AND FEELELTB THE GENERAL CONDITIONS ON THE GROUND AT FAT TME. SURVEY CONTROL PoIM / HORNING FISTING I ETEVPTON DESCRIPTION ID] IB%]9.93 12983M.12 29.19 GOING ADD G tM Im ND CYCLE TRACK CENIERUNE HMBER SUMON LEHBIIIM DELTA LI OMO.CO MWC1 3+3251 9 ''IB'W IS S 91 139.88'C( 7+2&81 &1 FUG2Y NO 01 Qk IN SCALE IN FRED CALL BEFORE YW MG 1-8GG-429-55555 CITY OF RENTON D 1i°4Y1NG N6 G1.03 LAKE WASHINGTON LOOP TRAIL PMNBo7No. ND. TAo_; w nkt Al Ir NAACNT ARVt 01Il Fr KITIP 1I CI AM SHEET NO 3 or 79 A PORTION OF SECTIONS 7&18 TOWNSHIP 23 NORTH RANGE 05 EAST W.M. Il 1 L e I RENTON MUNICIPAL AIRPORT PY i �MW�AY U — @TW DPAWNBY: X Otak OESIGN 6Y: w �„ CI No PRWMOP: w vummE.WAASOM I I I I J 6. V 1' -- _ B 04 CITY OF RENTON Pu61'ro WmRW Deportment SURVEY MAPPING NOTES 1. HORIZONTAL MRIM: WISNINGTON CMfl01NATE SSIFY NORTH ZONE (HAS 83/91) NOTE: PROJECT CONTROL WAS ESTABLISHED EY CMSTWNING DO PC COORDINATES. CRY OF RENTON CONTROL MINTS IO99. 1333. & 18113. 2. VERTICAL CAJON: NAV. D. 86 PROJECT BEINCHVARK IS CITY OF REWTON EURJEY CONTROL POINT r2120. 3. Foal CONTROL WAS ESTPBUSTEO BY A COMBINVOTON OF REDO 1RAAfRY ADD UK On VUH AN 1� ACCURAC! THAT MF£R CW E%CEEOS WAD 331 VERTICAL CONTROL WAS ESTABLISHED BY ro OVEMPIEAL LEVIES EJ 4, TPOGRAPHIC SUT£Y DEERSKINS) IN 2015 AND RETLEDrs THE GENERAL CONDITIONS ON THE GROUND AT THAT ENE 0 w m 2 F- StI CONrtbL MINT I NORTHING F/SRXG Fl£VATM OESCRIPIICN IDS 19W18.54 1299fi4B83 3242 RERW AND CAP 104 1wM655 12BB333.64 3R52 NOB & TXK 105 16'J0314] ZION 3334 NO & TACK 105 I8005151 INSU6.21 31:08 FEW MID VP CYCLE TRACK CENTEFLNE N01T&R STAIpN IE ANI RMIJS SNING DELTA 0 Zi1i59 1SE 91' SBS18b5Y CJ 8+N.51 3&9Y 4W.50' MHEM 121 51C13' V 9+2646 6U.10' wrw 18T LS 15+49.56 7886' N9£2WWE L6 161 53.37' SlT30'10'E C4 1641.81 24.30' 191 US5101-E 71835- L7 IA06A1 55W P711431 CS 17+61.59 37.57' 2l AkW MY51'01-E Tt6'35' ID 17+99.16 IA.@' SST.NIleE So 016SO, low SCALE IN RET CITY OF RENTON LAKE WASHINGTON LOOP TRAIL PRO.EC7 NO. az469 FEo MOW 7M'1�07'W1 MINE :1211 PLAN 911EET NO. 4 DP.79 A PORTION OF SECTIONS 7&18 TOWNSHIP 23 NORTH RANGE 05 EAST W.M. END AWNMENT MILE TRACK CENIEWINE E 130O327.7I SURVEY MAPPING NOTES I. NpirzaxTAL AQUA' WASHIxGTON COORDINATE SYSI NDNM ZONE (NAD a3/gp MOM E: PRWECT Z I / I R TELL WAS MADIISHED BY CONSTRAINING TO SK COORDINATES, CITY OF FENTON CONTROL POINTS O _� 1W8. 1333. B im, 2 O a A.v D. VENRCAL SAMW NeG PROJECT EENCHwPo( Is CV OF REMON SURVEY CONTROL POINT L 42120ED . 3. HCRIzawTAL CONTROL WAS ESTAEUSK➢ M A LAMINATION OF FIELD TRAVERSE AND RM FPs wTM AN ACCURACY AT SEEM ON EXCEEDS WAD 332-130-090. VENIMAL CONTROL WAS MANNSPf0 BY DIFFERENTIAL INE15. < MINIINFLTs SURVEY PERFORMED 2013 AND REE1TIE GENERAL WI THE GRW AT TNAT E W D 1 I I SIT b 1 9Ip� J I I RENTON MUNICIPAL AIRPORT I j � I SI CENTS) 5M PoM R i y � I w 201LO - 211CO�-221 ♦W ' � WN I Z AIRPORT WAIFL -. - - I I 50' 0' 50' ICU' SCALE IN FEET CALL BEFORE YOU qG 1-800-424-55555 r Otak CITY OF RENTON CITY OF RENTON RAW' O' GLO NR �„ Palo WI Doaon wt LAKE WASHINGTON LOOP TRAIL ROJE"''Po' — °0S M a TA�reJ M, x6.w CONSmLancM DALE: �_ 1AL NPvI61ON DESCRwTION BY APP. / FRODI MOTS IOUND M5104 CONSTRUCTION ALIGNMENT AND SURVEY CONTROL PLAN r�.rtlrEr coRrtrDL POINT � IwRMINC E45THG EIEVAROH Cf5C9FA0N ICO 1Pow1.02 1JOMJ6.J5 3808 PC NHL W/ WA91LA IOI 1J8BJ526 1380201.15 ]O]J FN NVL W/ WASHED 102 1EOW].J2 12888]].w ]R 86 PLHAR NIO CAP CYCLE TRACK CENIE(LNE xw6En srATwx LExDM Rwlus ecwlxc DELTA I8 Oi8B.16 a])12' Sfif]O'I6'E Cfi 221Jfi.28 3J.]I 1aI.5O' x&5W'9]i 11'SYSB' cJ z3ilew n.Ds' 1s9.w' xnzrzlt zfiv'w' ce a3rn.oe IDzzr lasD' x3o'z]bIY srw'aD' LB 2gg}.JS 265,13' NB'SYOfE � 2]4)8A9 2-0.BB' .M9.fA' NI1'JSWt f35'JB' LIO 3BiCB.]5 t120Y NI}'1J'03i C10 20+z0.]B 538' 1CO.W' N151Y2JS StlB'IR L11 g0*2582 P.d9' NP1J'MY WMNBY M I Otak DEGICMIBY: No —�AIIA cHEGcxv: ON I11mawNE SI PROTONS '. IN CITY OF RENTON PWMIo Walla O.pmMmt u CCNSIRUGRON CENRRUNE SEE SHEER GLO3 - GI as FOR GETI 2� SANCUT, RExWE AND WASTE HWL DOWNS ASPHALT CONCRETE PAVEMENT(APPROX. G-IN DEPTH OR MATCH EM 1. $F£ CYCIF TRACK AN 0 MWN4CE PWIB NR CEq/E1R} PoM CAI 3� REMOVE W WASTE HAUL EMERI NG CEMENT CONCRETE CURB. CORER. ANO M SIDEWALK AS REQUIRED MI RETALIATED OF MPROVEM . CONTRACTOR SHV1 RpIT'E CURB. GUTTER, MO/OR SUMMER TO WE NEMUT NLL JOINT RYIXA WE IMPROVEMENTS AND PROVIDE A CHAIN EDGE OR PROVED SOWCUT. SEE CYCLE TRACK AND DRAINAGE PLANS MR GEOMETRY POINT CALCUTS. OPERMIT AND INSTALL HIGH VI FORCE PER MSWT SN PVN -10.10-01. 5�II STRIA GNU INIEI MUTTON PER WIDOT GNI PLAN I-N.A-OD IN NL USERS CATCH BURNS AND NEW DAMAGE STRUCTURES AS THEY ME INSTALLED 0❑ INAILL TREE ROSSETT x PER DEEM. ON SHUT MOO N ]❑ REMOVE UTERINE TREGS)/SHRUMS). B� REMOVE DRUM FENCE CA RNLING. UMRS PIX Rµ. U 9❑ SEE SIGNING µ0 $MMS SUITS FOR SIGN RE40VN/PElOG1pH. d 10 REMOVE UPTIHG URUIY. Q i t REMOVE EXISTING UGM PCL[ MUNCATOM AND ASSOCIATED JUNCTION BON. 12 REMtl EXISTED PAVEMENT MAMFNS MO EXISTING HPMS. SEE STONING AND STIEIPIM P-ANS MR PROPOSED PAVEMENT MAJ INGS. W IS ANDDRAIBNAGEI SITU` AFOR D (2RM DEPTH). SEE CYCI£1MCK Da CLEARING AND OWNING WRS. U GENERAL TESC NOTES Q I ED REMOVED BY CONTRACTORSXUNLESS CCAAI AND MISSING OUTS UPPROTOTESCTTEED IN nus. 2. CATCH WIN INLET PROTECTED SHALL BE PROVIDED AND MNMNNEO AT Au ENSMG AND PROPoSEO CATCH B SINS PRIM TO MO FOR THE DURATION OF CONSTRUCTION CREDITORS. PRNMEMON MEASURED FOR PROPOSED EACH GA5M5 AM NOT SHONN ON WE MEE PNN FOR CURITY. ]. MOMENT OF TESC MEASURED SHCA N ME APIMEMMTE AND SHALL BE HUD LOCATED TO ACCOMMWATE SIZE MECHE E AND WORK SCHEM I£. 4. Al- IXSDNG METRES AND ELEMENTS WITHIN THE NURSING WRITE MR THE PROJECT NOT IDFNPFlF➢ FOR REMOVAL SIWL BE PTIOTECTEO DURING CMNWUCTION, S WHEREVER PUS REFER TO SVNCVT' OF ASPHALT CONCRETE PAVEMENT. OR CONCRETE SURFACE. WE CCMRMIDR SHALL PERFORM A 'NEAT LOVE CUT. LEGEND SEERA1% REMOVAL, APPRI DEPTH GI MATCH MEE) ® MADNAY FILLDEPTHRFWVAL (APPROX. ]-Ix DEPTH OR MATCH USE) ®PMMG BR MINOM PAVEMENT X (2-N DEPTH MEE REMOVAL • STORM GRAIN "I PROTECTION C� MEE PROTECTION NYE—HIM MIM III FENCE SMASH C1FNdXC/CAVBBaY UW5 RENTON MUNICIPAL u PERIMETER ARPORT 'LW AF ROAD Y A KEY MAP 0 0 0 40 SCALE® CITY OF RENTON MUMNS NO C2 W LAKE WASHINGTON LOOP TRAIL pPO1E"'M''ANOR RINaloxo. TT DareDUNG _ F.... ..... .. �......_..... .... WEETHRO 6 M72 AX DRAwNBV: V,ak DESIGN BY: AS CXECNBV IN InAl N,E wX, N NGuwmGo uCONSTRUCTION M EBLINE SEE SHEETS AIDED _ AIM MR DETAILS. LaBURSA. RENENE AND WASTE HALL EMEND ASPHALT CMCPEIE PAYflIM! (MARKED. ELFIN DEPTH OR w1GH IXISI). SEE CYCIE 1PACR AND DRYNN£ PLANS FOR GEOMETR/ MINT CAJHM , O REMRE AND WASTE HULL IXIBING CE4EM COMREIE CUB®, GUTTER, AND/OR BEEF AS REWIRED FOR INSTALUTION OF uPRT9AP . gNMAC1M SHNL RENOVE SEARS. GNIEA. AND M SIABA" TO THE NEAREST Nu aOIM SEIONO ME IMP EMS NW PROADE A CLEAN FORE M PEERAGE SANCUI. SEE CRT£ Mi AND DAMAGE PLANE ME GEOBEMY NOW CALLOUIS. LaFERN4 AND INSTALL HIGH VSIBILIIV M GE PER W9pi SID PLAN I-lo.lo-m. �5 IH I STORM MIN IMSi PROTECTION PER WSDGT AM PIAN I-QF20-W IN ALL EXISTING QUEEN WINE AND NEW MANAGE STRUCTURES AS THEY ARE INSTALLED �B INSTALL TREE MUSEUM PER DRNE ON SHUT C2,07 �] REMM E(ISHNG IREE(S)/SHRUB(S), �B REMME EXISTING DONE OR BAITING, ENABS PER PLAN. ❑9 SEE SGNING AND SI IMING PLANS FOR MN RUOYALMROGPM. 10 RUM EXISTING UTLEY, 11 Ri WSTNG ICHT POLE, GRMMMAN, ANN ASMCNTED JUNCTION FOE, 12 REMOVE EXISTING PALEMEM AMMIGS AND EASING RWS, SEE SGNING AND SIRIMIG FEARS FOR PROPOSED PAVEMENT MARNMGS, 13 PLANING MUMIKUS PAMIEM (2 IN DEPTH). SEE MME }RACK AND DEAF SHEETS MR SHOALS. 16 CLEARING AND CRIBBING ENDS. GENERAL TESC NOTES L IXIWNG VEGETATION WIMIN CLEWNG AND GRUBBING LIMITS SHVL BE iRNWED BY CONTRACTOR UNIFSE uLLm OM AS PROTECTED IN PLANS. 2 COM BASIN INUT PROTECTED SHALL BE PFCAI AND MVMNNED AT ALL EXISTING AND PROMISES COF WAS PRIM 10 AND FOR THE WM¶ON OF WNSIRUCHM OPERATIONS, Q PROMOTION MEASURED EM PROPOSES GTCH ROSINS ME NOT N SAPMx ON 1KK TESL FLAN FOR CWHY. 3. LOCEF OF TESL MEASURES SLOBS ME MPROxIwIE AND U SHALL BE HUD DECADES HE ACCOMROF LINE GENDARME AND BEEN MAEMI a ALL aSHING ABIDES AND EL IS WMIN THE wMDWG LAUS 3 MR THE PROJECT NET IDENTIFIED FOR REMOVAL SWll BE Q PROTECTED DURING IXMIRUMM. 5. WHERNA PLANS REFER N'SAWCUE BE ASPHALT MMAN: PAVEMEM, OR CONCRETE SUREACE, THE CONTRACTOR SINLL PERFORM A 'NEAT LINE CUT' LEGEND w AOEWALN REMOVAL (REARM. Hv MHM OR wMx IXIs_) RMGILAV FULL -DEPTH REMOVAL ® (N9PM. ]-N DEPTH OR BATCH EXIST) F ®PLANING ALBUMINOUS PAVEMENT (2 11 DEPTH) TREE REl KML X 0 STMM BRAD INLET PROIECTON v MEE FRNRMN mi HIM VSIBWTY FENCE SARCUT RENIGN MUNICIPAL AIRPORT 40 2D W, �. SCALE IN OUT ® MCm Y OFxRENTON I CITY OF RENTER 09 PRO INN NA68 Pry OF wP7olo LAKE WASHINGTON LOOP TRAIL FERAIFROIBGTE) D oAMFAE �4ff T=QN" Akin neMnnl lTInAI OI AAI SHIEFF 7 OF 79 TESC AND DEMOLITION NOTES RENTON MUNICIPAL \� '❑ mH�NTSRUCRON CONTINUE ME SHEETS G1m - G1.05 FOR AIRPORT r n IGWsm s.OR'Ll a BARON RENN£ AND w SIE HULL EMONG AVNLLT CONCRETE AIRPVEI yy z 5 END PAMFYENT (APPROX. 6-IN DEPTH OR MATCH EKISI), SEE CYCLE META a N, S0'L TRACK AND MANAGE PUNS FOR GEOMETRY FONT VLd11S O ]i21.83 9.9YLi 3 2 5 A BECJN " RELOE D WASTE MOCK CEMENT O'NCFEE CUM cuMD OR REMAIN REauITN FNSTILATON 0 F yFOR) E CURB, DINNER, __ _____ _ __ __ _ _________ ___ my) - 3« _ \ I AND W 9DEM.LLI{ N 11E NFOAES! FULL JONi BEYOND WE _____ 11 4 __ _____ ______ _� " M GAS AND PROAGE A LIFGI Fp£ d PROVIDE SAWLUI. __ 13 (np ME CYCLE TRACK AND MEAN NAME FOR (£CAMERA POINT Bk —,3W________ _ ---_ASP )+tl.n a95'V '7 N& v (m. - m _A __ __ 3""`___ 1 (Tp.) \ ` J A 9«95.OD 9.00'Li _ STn Bw0.16 S.DI'L R J RHd AND STALL Xd MSI®VIY FfNCE PER N9Ai NO PEAK WIF��_ MM�--�cpB _ CHD _ ___ _ _ _ _ _ _ IRR N - - --mu_____ _ _____ _ IRR — - o _ INSTALL NORM00IN AL IKIEi CREECIIW MR WM0ffNEW GRAMME MPLAN M O - 5 FQF a-90.Y0-W IN ALLY ME CARN BWNS AND NEw pUpNGE N ; N �_ __ _ _ _ _ IRR :TYP.) SmUCNREs AS iXET ME IXSTAIf➢. U 91W YJ IRR ° F _- — - 3 �6 INEiALL TREE PRDIECIYJH PER DETAIL ON SHEET GR.D). c� 6D -- i ID+W ° O ; Cm �RFMON REMOVE IXlmxc mEE(s)/sxmre(s). 11 °N W 5 REMOVE MOURN PENCE OR MUNG. LIGHTS PER PLAN. m R/W �« �9 SEE SIGNING PND SIRRHc PVIS FOR WON REWVO{/RELCUiXxI META7+A1 Al ARMOTTee ___ y ___ 8' Sy 10 REMOVE EUSRNG URNY. ` {{{PPPJJJ �MD Z` `, !. BEEN 13 'H` _ _ ____- JUMMou x. GM FaLE, NuxMTOx. AND AsmLNRD IRPGRT WAY - — " SEA IO+MdO I.i]'M E OWING ME SURFING PLANS R PROPOSED A M KINGS TVIL I1 12M0.2 MINN U B -, _ pp J O REMU'E E%IS11XG PAVEMENT NIAKMG$ µ0 IXISIBM RPMs. SEE -- — — O % M R POSED P VE EM "KINGS. r SEA 7+25.76. SI 12 �7' - META I0+00.5% 6.w'RT Iz 13 %AXING BITUMINOUS PAVEMENT (z IN DEEM), SEE CYCLE TRACK END END f AND DRAINAGE MI MR MTAU¢ ell- = - MA 8+9016 1.50'Ri 2 $Tn 9w5.W 1SOW 2 1< CLEARING AND GAUMING LMRS. -- AR - M GENERAL TESC NOTES MpX 2 — Sin SI a I6.2 12 META S+W.15 ISOM 2 1. Ex511xc MLGEiATOx wrtxIN cLFMING AND cxuCHIN4 uuns sllVl END 1 - FERN M M RENI Rf CONTRACTOR UNLESS GVED OUT As PROTECTED ll e IN PLANE ca 1OE051 z. CATCH BASIN INLET PRMEOND SHAM BE PRONGED AND f 29 gs' ® MAINTAINED AT ALL EXISTING ME PROPOSED CATCH RISKS ROOM : N _T_ _lee TO AND FOR WE DURATION OF CONSTRUCTION _ PROTEC110N MEASURED FOR EMEWED CANN ARGUE AN NOT BROWN ON WE TESC Pwl FOR CIAWPU ]. WCATIM M TESC MEASURES SXMN ME APPROXIMATE AND $ L BE NEW LO TED TO ALCpIMbn1E MERE CONDMONST AND WORK SCHEDULE. 1. AIL EXISTING NUNS AND ELEMENTS WNW ME WdM01G OMITS FOR THE PRaECT NOT IDENTNm FOR REMOVA1 SHALL BE FROlECREO WflING CONSTRUCTION. 5. WHEREVER PLANS REFER i0 YAWCUT` OF ASPHALT CONCRETE PAVEMENT. OR CONCRETE SURFACE THE D]NNACTLR SkAM PERFORM A NEAT UNE CUT' 11 LEGEND 40EWA1% REMNN- (ANFox. +-IN DI CP WTd F g.) RN➢WAY FULL-MRX REMOVAL (MPROx. )-IN DEPTH OR WATER FAST.) ® PUNWG BRUNET PAVEMENT o O (2aN � I+G N WEE REMSJK o U •Q AN smRu OTwN xLEi PRNECTrox QO TREE PRDENRON of W X4M N9BWtt FENLE SPWCUT LLYQ2 W CLFMING/CHUB®NG LAIRS Z W J RENfON V2°? W = MUNICIPAL y GJ AC AIRPORT Lu �z PFRI ECER R0.N KEY MAP 2D' 0' OR w' 4 a EFC IN FEn ,I CALL BEFGRE Ydl DIG 1-800-424-55555 SINGER DWAvmfiv: Alt Qt'dR CITY OF RENTON CRY OF RENTON DRANNIGN0-C2.03 nun. Le NbR worn Deportment LAKE WASHINGTON LOOP TRAIL PERIN o TAIlINRIDE rc NT' NV— xD. R61 M3R: NI 1 ��NE18ue]wAPPROVED FOR WNSmuGnOu . u MIMBERI RcMsroN DEscRlmox aWAS /zD P WSMI BY: DATey�/%=/ TESC AND DEMOLITION PLAN EETu0. R OF79 RENTIXJ MUNICIPAL ��-- "6fA i]«n.zl saz'L z _ _- AIRPORT / 9 EKE SEA 13.SB.21 I.Y'M `AV �� 2 W _ ^E� —4A 13.0921 S.N'Li 6 C 5 C� / 1 5IA I].BAW 169 / -�. _ / IMP) (jW.) - RIM w.z5_s`, ss ss ss I ss ss '• __ s. _ _______________, :s __—______ IRa.�-IRR IRR IRR II{R IRR. I IRR JPR _ R _ �ITlR'�—c IRR m 6_ �� 11 w1 IU 15w5 _ R 11+OS.DJ AOSY END"STn R 3 __- srA 11.asaD, 1.W'M 2 AIRPORT WAY \�—— -S/ M _ SIA 10«95W S.W'L 2 3 srA 10wsm .W'M z vn R/IY i U 3 W W m 2 D iy TESC AND DEMOLITION NOTES O CONSTR 1YJx CEx1ERUNE SEE SHEETS 01.03 - G1.05 FOR DECADE, aSMOUI. REMAN AND WASTE HALL DOWNS ASPHALT CONCRETE PAYFMENT (APPROX G-IN DEPTH OR WRii EVIST.. SEE DOLE LRAM .AID ORNIUQ %.w5 FM CEOMETM PoI CVLCUIS. aREMOVE AND WISiE NAIL UPSTNG CEMENT CONCRETE CUM, CUTTER AHG/OR SIDEWALK AS REOLRED MR INSTALLATION OF O IMPROVEMEM3. CONIRAC2fl EWVL REMOVE CURB. COPIER. 0 AND/OR SIC"" TO THE INEREST FULL JOINT BEVOXO ME + IMPROVEMENTS AND PROADE A CLEAN EDGE OR MFMDE WOOL SEE CYCLE TPM% AND OT WE WINS FOR GEOAffIM POINT 0 auODTS. Q 0❑ FURNISH MA INSTALL HICH NSIBILRV FENCE PER W20i SN PLAN F 1-10.I0-01. N 5❑ II SIMON MIN II PROTECTION PER WSOm SN PLAN 310 IN ATME"FOUNDCADET WINE AND NCH DBAEUCE S-40,20I-00HRES W11©LL IxsrA1L TREE IMM MUCCPER DETAIL ON SHEET CL.0). m REMOVE IXII�G ISIRMDS)/SHT9(S). Wa MORAL LOSING FENT OR DRUNG, UMIIS PER FLAN. N �9 SEE SIEVING ADD STRRNG PLANS FOR SIGN REMSJM/RELOGIKM. Z 10 REMOVE EASRNG UItlIIV. J I I COMM EOSWC DO W PEE FOUNDATION. AND ASSMwnL JUNCTON BOX. ~ IR AND WORN ARMS RI PROPOSED RAIMENT Q SIGNING AND STNIPIXG PLANS MR WU 13 RAKING PAVEMENT (] IN OEPM). SEE CYCLE TRACK NNIEBITUMINOUS DE AND MNINALE SNEES FOR OLTAIIS. CLEAMNG AND GRUBEING UMIR. GENERAL TESC NOTES 1. F11 IM VEGETATION WIMIx CLEARING AND GM9BWG UUH3 SHALL PL BONDI BY CONTACTOR UNLESS ON -LED OUT AS PROTECTED IN PUNS, R. CATCH DEAN INLET PROMOTER SIWl BE %iDYDFD ADD MAMANED AT ALL EXISTING AND PROPOSED CATCH BASINS POOR 10 AND FOR ME OUMCON OF CONSTRUCOON CPFNAIpNS. FRDIECCON MEASURED FOR PROPOSES COCK MIN ARE NOT MOWN ON WE TESL PUN FOR CLWIY 3. LOCATION OF TESL MEASURES SHOMN APE APPROXIM<IE AND SHALL BE HELD LOCATED N ACCOMMODATE AM COMMONS AND ARM 3CHEDDLE. 1. All EXISTING MLLIPS AND ELEMENTS WIMN ME MMNNIG UNITS FOR THE PROJECT NOT IDENTIFIED FOR REMNK SI BE PROWLED) DURING CONSTRUCROLI 5. WHEREVER PLANS REFER TO SAWCUT' OF ASPHALT CONCRETE PAVEMEM, OR CONCRETE SURFACE WE CONNMTLR WALL, PERFORM A TEAT WE CFO.' LEGEND SDEWALK REMOVAL (hroROK a-N DEPM OR W.fiH IXT) BOMBAY FW-LEPTII REMOVAL ® (APPROX. ]-N DEPM OR MATCH ECO) BITUMINOUS PAVEMENT ®PWNNN (Y-IN DEEM) X TREE REMOVAL • SUSAN BRAN NI PROTECTION TOR PROTECTION HIGH NSIBIUTY FENCE mT SAWCUT -^-� CIFMING/CRummo UMIS REMO N MUNICIPAL ARPORT I -- .___ i V / YD' 0p GO' W T SCALE Ix FEET CALL BEFORE YOU DIG 1-800-42h55555 ANO4 DrwwM Bv: AK ��� P� CITY OF RFNTON CITY OF RENTON PRAvnwxo. j Devnx ev: Lal �„ wmM D.UUM v°rcm:m LAKE WASHINGTON LOOP TRAIL BaecT xo. WA CHECK BV'. NV FEDNDNJ. T PON MCI NY RYmn4WAMON BY RPoNSIiWCIIDH DATE: 1 xueRER REVISIONOBscRIPRox BY fPPDAl 12/I6/20 ....�,. w.B: 3��P TESC AND DEMOLITION PLAN sxEETw �oF� DRA W W M Otak BY��_ jk CHEcrc BY: HI III _E. WN —__ PROO MGR: NY Ra W CITY OF RENTON Public Wmb Deporlmea uCONARUGTON CENIERUNC SEE SEEP GLm - 0145 MR DEVILS. 2❑ SAWCUT. REMWE M'D WASTE HALL MI MI CON I ER PAVEMENT (APPROX. 6-IN IXPIH GR IMTCN DUST.), SEE CYCIE TWO MD DRAPME PW1S FOR MONEIRY FORT CIUOUM. }FORM AND MITE KILL EQI CEMENT CONCRER OUR GUTTER. AND/W 90EW1% M REQUIRED TOR INST JXDN OF MPIRVIONINIS OMMVCMR SKILL RI O.M. WHEN, NIO M SIDEWALK M EHE NEAREST NI JOINT BEMM TE WP ENDS AND PROACE A GLFPX ONCE OR PRNTE SMOUT. SEE CMX MAOX AND DRMIKE RASE ME CEOREMY POINT CWOU15 IDMI .49 INSTALL HIGH V41I FpKi PER DIRECT SR PLAN I-10.10-D1. �IH$!NL SttflM GRAN IHI£T PROMCPCN PER IRRVT RED PIAH I-00.10.0p N NL EM NG OUCH PLANS AND NEW DRI MUMMER AS THEY ME INSTALLED. a� IXSTNL TREE MORCION PER DETAIL GN SHEET C2.07. SRI DUSTING 7EE(5)/SHRUB(5). S PERM EcERNG FENCE OR PING. UMRS PER PLAN. �9 RED SIGNING MD MIRK PLANS MR SON REMWNJRELOGTON. w FIRM EgmxG UTRRY. 113 REMML EVnNG LYM POIE. FORAMIpN. AND AGWWTED JUNCIRN BJM, 12 IFMME EXISTING PAYFMEM MMIKWS MO IXISIBIG INS, SR RI MD SWRING PUNS TOR PROPOSED PAYEMEM MMgNGS. I5 PWiMG BITUMINOUS PARE)i TI IN DERV). SEE CR.1E MICR AND DRNINME SHEETS FOR CETIILS. In CUMING MD EAUBdxG IMRS GENERAL TESC NOTES 1. LEGEND SOFNNN REM L (A4ROA 4-N DEOR WRX EXIST) RONWAY NLL-DEPTH REWNAL ® (MPROK. 7-IN DEPIX OR MATCH NOW) SINMINGUS PAVEMENT ®PLANNING (2-IN DSMH) X 1REE REMWAL 0 MIN pWN INIET PfRORIMOI 1 IRE£ PROTECIIW — NIv— HMH III FENCE SVWCUT --•�— CIFMING/GRUBBING UNITS RENION MUNICARILl. NRFORT PERIMETER Ram Ro' S� IN FLU CALL BETdtE YOU dG 1-8GG-42h55555 XO' C2.0'S LAKE WASHINGTON LOOP TRAIL PORI IIDMO TM DRIM CITY OF RENTON arxo. iV 1p� TESC AND DEMOLITION PLAN SC. oF� TESC AND DEMOLITION NOTES �1 CONSMUCTRON CEN EM1NE SEE SOME 01.0 - 01.05 FOR DETAILS. ❑2 SOMCUT, REMOVE AMID WISE HAUL METRIC ASPHALT CONCRETE PAVQIENT COMMON G-IN DEPTH OF WATCH IXISI.. SEE LYLLE 1PPL( MD DRAINAGE PIANO AM 40MEIR! PoIN GWLIIIG. REWVE ME WASTE HIM MEMO CEMENT COKiIE CURB. CN k AND/OR SIOEWATI( AS SIMO O NOW RSNTW TALOF NPROVEMEMS. CONTRACTEN EHLLL REMTF CUM GAMES. Al SIO DVALR 10 THE NEM6T FULL NON EEMO THE IMFROVEMEMS AND MMDE A CHEW MITE OR PROM E SUNNI SEE CYCIE TRACK AND pNWAGE PLANS MR GEOMERI POINT CALWUR. OFURNISH AND INSI HIGH N4BRR! FENCE PER ROOM SIB FNI I-f010.01. 5� Ill STORM OWN DRIFT PRNELDON PER ROBOT S D PLAN I-AD.21F00 IN NL METRIC UTLN W9NS AM AE'N MANAGE STRUCTURES AS THEY ME E6TNIED. © INSTAL IEEE PROTECTOR PER DETAK, ON SHEET CP.OT. OREMOVE MONTHS 1REE(5)/SHRUB(S). aFill EpmxC PENCE OR FAILING, UMRS PER PIAU, 8� SEE SIGNING AND STRIPING KAHS FOR SIGN ISMO/N./TEMCAMN. 10 RUIONG EXISTING TOM". 11 MCI E%6 w UGHI Al fOUHWiEM1. AND ASMCYRTM JUNCIgN IN 12 REMOVE EXISTING PAVEMENT MARKINGS NN EXISTING FIRMS SEE SIGNING AND SWIPING PLANS FOR PROPOSED PANMEM WARNINGS, 13 MINING MwMNCUS AND MANAGESMESAFOREIeMwS 2 IN LfFlH). SEE LYLIE TRACK la CUEMUNG AND GRUMING UNITS GENERAL TESC NOTES I. EXISTING VEGETATION WTMH (1EUd G AND CHUB@NC URI SHVL 2. DAN BASIN INIET PROTECTED SWll BE PROVIDED AND MAMMNED AT Al EXISTING AND INFORMED CATCH BASINS PNCR 3. LOCAMON M TEM MEASURES SHOWN ME APPRoaMATE AND CHI FU PIELO 1➢pTED To AccoYIbOAIE SIZE CONDOMS AND WON SCHEOUIE. 4, AL EXISTING MLMES AND ELEMENTS WITHIN ME WCWNG MADE FOR THE FBI NOT IDENTIFlED FOR REMWAL SILVL BE MCFECRU WMNG CONSTRUCAUK. 5. WHEREVER PIFNS REM To T4WCUP OF ASPHALT WHCRDIIE PAVEMENT. OR CONCRETE SURFACE. ME CONTRACTOR GRAND. SMEI WOMAN CAPRI ARN DEPTH CR MRGI Mg.) ROADWAY NIL4417IH REMMAL (MMM. T-IN OEM OR WTCH MIST.) ®PVNIG BITUMINOUS PAVEMENT (2-111 DUM) X TUBE MITI • STORM DRAW 1IET PROTECTION TREE PROIECTIVI N.s— HIGH VISMUTY MITE WNCUT ---- CIEMNO/tlTRBW UMIrs RENTON �T MUNICIPAL AIRroRT 20• ON zo• TD• SCAl IN FEET AMD MANNUM PFUJMM AN Illal 8k *lc t! ON CITY OF RENTON DRAMAS �WHOM EQ� D�IIII Pro.ECTw. DEARGINNEW MB Pudic wam. D.PorOx.NT LAKE WASHINGTON LOOP TRAIL M DAGNO.. TAPAO]YIOS x DATE: NM Bv. M,Fox sHEErxo. 11 a12 Rz/ls/z /sr-, LLAh'9%��� TESC AND DEMOLITION PLAN SEE Now /2 I. DPoPUNE OF TREE M O.B.A. M IFNN T]1PoRAR( THEM UNK WWMEVER IS GREATER WHSMUCMXI FENCE Im IT SIER POSTS ON APPROVED EgNL PVCE 5' TUCK LATER MI AT THE S OF FENCE INSTAWT% .m WJNTMN MEMO CODE. WIIX THE PROTECTION FENCE Y S WR CF EPIWK I%A WIfS 1. INSURE TREE PROTECTION FENCING POOR M COUIKNCgENT OT ANY CONSTRICTION ACTNTMES, 2 V HURT T:MPORAM WON LINK CONSTRUCTION MOBNO SNVl BE RM£D AROUND OW%ME W MANCID ME OR AT A 05UANCE SURRWIWHG ME TREE EWR TO ONE AND WE -SWINGER FEET (1-1/4) FOR EVERY 1' OF TRUNK DIAMETER AT � HEIGHT. WIMEAR 15 ORGIES TWICE SWll COMFLEMOY MOSINEE 1REEI5. AV010 DRMNG POEM OR STAR MN MNM ROOM, EMBED STEEL Po55 MR ENOUGH M FENOf. CDWRETE BLOCK FOOTINGS MY BE USED WHERE FORTS ME LOTTED S PAVEMENT. 3. INCMOULL TifR SWlI BE FEXCFD C11 POOR (4) SOB RKAFO6 SIMLL DEMAND ON GOP AEE W TC FENCING MATTING TIE MODS, W DE90.QXG -PROTECTED TIFEC'.9JRAYHON V CONTRACTOR IS SECURED WHENEVER ESIWENT OR TRUCKS ME WOOD NI FROM 4. 9519CIM5 ON CONDO BOOM TTE OFF LINES OF BECOME) TREES : IRE GRACE FRIEL AROUND M'Y TREE M BE OWNED MAY NOT K LgRALO NTFIN ME GREATER OF ME FOLLWINC MEAL (I) FTC WRFA DEME0 BY TIE NO UHK M ME TREE OR (A) M AREA AROUND TEE ME EgYL M ME AND ONE-NOs FFR (1-1/2) N DMWERR FOR Vd SE WIN (1) OF TREE CAILPER. 5. Al AREAS WITHIN ME REAMED FENCING SWL BE BREED WMPU ELY MA EVENLY BOTH A MINIMUM OF FM WHOM (5) OF WIN MULCH PRICK M IMTRIATCN OF ME PROIELTM FENCING G. TRUTMENT OF MOM EXPOS ED BRING CONSTRUCTION: FOR ROOM 0.9R 1' IN BM, MV(E A CLEAN SIMIGNT CUT M REIYM MW.GED PpTON OF MOO ALL EXPOSED ROOM SWL K BARRED WIM TOPSOIL "mN1ELY TO PREVENT CRYING ). DO NOT MLL IXGVATE. STACK M ROSE AN! EEI XBOSE OF ANY MAIERWS. SUPPLIES S FLUIDS. CRIME ANf EOTAPMENF INSTALL IKEMASS SURFACES. OR COMPRT ME URM IN AN! WAY STMH ME AREA CETWED BY THE MIR UHF OF MT TREE TO BE RETAINED. B SE SFECIFIGTIONS FOR A➢MNONLL ME PRIDI RECOMMITS. 9. NO PRUNING S BE PERFORMED EXCEPT BY APPROVED ARR IST. TREE PROTECTION DETAIL NOT TO SQ IE CALL BEFORE YOU MG 1-80 424-55555 TY M CITY OF RENTON CITY OF RENTON LJEEDI OUR eY ua � N PuLr Wo,w NPOOPWnt LAKE WASHINGTON LOOP TRAIL EDROW OUR MOCKNBI NN �„ [Olm: J. rW iBBXOJ AKIP w 1WI � WOODOR AFFR//O�VEDFONtOHWTNCTpR MTE: xwBER By 1s/IB/m P °Y °PiE3�°�/ TEED AND DEMOLITION DETAIL RF�TNP �OF� - - -- - - CONSTFUCTION NOTES �_ - _- -_,. - - - � - - - - -- - - - ---- - - --- - --- _ _ _ 2 IxsrN1 cENEM wm. TRAFi1C cuflB AND PRIER PER arr OF __-__ _ __________ ___ __-_____z-==s_<-_ --� -__ _ _ .� '_ __--_____- __ ___ -------------_-__ __ __ __ cu�"ulB�Ocu m il°sN�unox aicnaalEMN xs p m1.1 FOR __ :.""___. ---: ;;_{ i3_'---"----'--"-----------"----'-`____-___-______'__=_z_________-__=c____- -_ _ - ______ -_,„gyp _______ -__ _ _ _ _______ _____ - ____________-___ _ __ __ _ _ ___ _ _ -_ z-=_ _ - ___- __-- ____ _ _ ___ ___ ____ — _ __ _ _ 3O INSFHL LEMEM CONC. 1MIFlL CURB PER CITY OF flEMW 5N R•r I - - _0__ _ _ - - ___ - __ \ O CONSTRUCT CPMdT CONIC. SCEWNIT M PER CITY OF RENTON SD PAN 102 MR 4- MCI B \ - S) PLAN NF1ME 6 0.42-M. ENT CONCRETE E%IRUCfO CUMPFfl NS➢Of SIO -v 1 mra -__ ECBNO EXL91. 1Ni 1 CD '. fiO SHEETCONSTRUCT MICN nOPpFPLA FLPNR SECIKIN RR OEIM 1 ON A A 309. __ _"_ _ PoNE30' I ir` _ CRf gFMflENION 0T]e' l— MP t9]59 SAW Or O _ __ O O GUIDERU309C,LMITS PER PLAN. i \ __ _______ _ 1 _ Q T_ P}�c9. IF 1RACK RMLWIY ISPNR BCIION PER CffNL 2 W 1 __ M ICN } LIMITS PER PIRA ___ 4 \ CYCLE TRACK SEVTIX! PER OEIM ] ON 91FEf - - P C309. UMW PER POW. 1 r / — K SECTION PER DEMO 4 ON MEET i aXlFb ",- - mea _ �_ __------- .oa. uuns PER v 0 " onC_____ _ _ . - -v . __ __ -OtW ;_ PINE=-- � --� � � SECTION PER OEINL B ON SXFA Pia/— Q C5 E VN � �P r , P 5 � 10 COXBfhl4! NEW G1CIE TPACN CONS hulls PER PLANT �P EiJ 11 5 ON SH! LENR RATED BRIDGE CYCLE IWLK YCIIOX PER OFIAA � P+�P 5 IXI SXEEf fJ.W. IlNlls PER RIN. E CENENT RANCE SEE SI CURB1 PAW AND CCUURBBRRMARN OR DRNEWPY }0 NUS 13 ON DIPOLE TRICK SNGT CyDlL TRANS11IN TO INF4p! AYE PER WNL NI NNIRAII1gER AVE N \ 65 IN \\ 14 CYCLE TRACK 1MNSIIgN To WULn-1RE ML PER LEiK ON SHEET Ls.13. 5I1 CONCRETE INLET PER CITY OF BOUGHT M PLAN 200.50. L ;G CONNECT TO EXISTING STURR CHARADE SCORN. {� ] IXSTNL CATCH WAR ME 1 PER CITY OF RENFOR sN PLAN \ iB INSINL GTCH WIN ME 2-40' PER CM OF @NNN SN %µ \ DUN F102R94 �1, `bI.W. M j10]/5] RIN RUBS' i 18 1% 20M10 RECTANGULAR EXIST MUDIII� R PER CM OF REHION 5!G 511R' N i N zEwsnxc Dmu1r TO BE BEuwFn/xELourzO RR oaERs 2© ADJUST ESEIING CATCH WIN ON NWHyF 10 FRESH GRIL£ "HOLES TO BE ,WUSRD PER CRY GS REMON SN PAN MR. ADJUST EUSTING MIRY BOX NDD/OR CODU TO FINISH GRADE. INMNl PRECAST SLOWED MOUNTABLE CURB PER WSWT SN PENN F-10.92-M. fi0 — fi0 GENERAL NOTES 1, NL DIMENSIONS WHO MATON AND OFFSET REFERENCES ARE TO FACE OF LURE UNLESS NJTm OMERMSE. 2. ALL GTCH WIN INLETS SHALL HAXE RECTANGLUM LOOKING µ FD WAGES PER Cltt OF RENTON END MN 243O INYSS 55 55 NOTED OTHERWISE. - 3. NA CATCH SPUR FORM AND GRATES SIWL BE INSTNIID FLUSH MIT ME 1bbF1IINqNISH GRTIE PIPE SI SU[RFACE EXII G GRADE AT 5 PE LL£KMS (SHOWN MEEFROU NTFR OF MI HBASIINN TO cONS C1pN RUNE CENTER OF GTCH MAIN. 50 ' 'SU E. SEE $MEET C310 FUR MOLL STRUCTURE P1ACEWENT DUAL LB340 WST ME 1 MECHANISM PROFRES. 1I STxn 14.T9759 3a LT LEGEND 91 AVE- _ I a IE•4IW (12 EXIST CONC E'OUT) 45 ® RNA 2 W. CHAR AND GRRPY _ HNA Nu DI REPAIRo; NEW HNA 40 _ 4O CUM COIN IE aRENTON UNI 6 35 — NFRICIPR 55 PERT EIIX AIRPoRT m I 2 S ROAD i b -A n. G QQ R as 20' r�C r MAP 2D' No,XIB B 9 9 Y - - ��ns® 5' O' 5' SCALE OIOD 14M 2t00 3 00 CBEFORE YCUEIU SIG T ALL a o _+ DRAvm DR: Ax Otak M� CITY OF RENTON CITY OF RENTON CnnwNG nD. C3.01 DEPGN DY: uB Public won. Department LAKE WASHINGTON LOOP TRAIL ° ORI '� GNMURY: Mr IMUMOM 1 4¢e�R�m FUNDING, q PRa MGR: IN �� Rtinene�'WAYffi APPROVE FOBcoNBTN1CTGN MTE: VMWW s MINDER BY ME 12/1G/20 DAID ARII CYCLE TRACK AND DRAINAGE PLAN AND PROFILE sHBETxo. �,}. oF� '® PLANE ) 6 '' HLZN I UN MUNIUYAL L 1 —E srA I+ozzs nae'Rr s 1 '\1SEA EMT. TEPEE 2-9a` " AIRPORT Mr SEA waYaz. 53.esv 4E �• QL R8.0' 21 _ SIA `v4bw1.56i, 1.`A'LT _ 6 5IA 4f%BD NAYRI i __ __, __ 2 - -5fA 5+8a.91150'Li � _ _n__ ------- so- AND w N aew ALA IH6B4 52.1YRi D ` P'"-- R 6fW 1j /((u')OI)I)J _ srA a.fis w nw'Rr arc a mNlw, �U ° , 1 J END. Pi. W1CH IX6T. qMR _ ----J m a+tea dsaNT AFi�RT WAY 4 4 J BEGIN, Pp WTO N wl � —_ RI - -NO pi S5 37 u LIOH PT E 35,1 . ILW W SrA. b P221 SD 5+5213D :IIIN P[ EIFN 1143 MMI W A'IF 0 LW. r:F1N 535ELEFEE4I �K RBEEN XI411 f1EM'.- PN STA 5409 JT 93J'JJ 58 1. RE Aw51 Sp • 4+4829 PW E�0964 LW30W.. K1]M - fll 8: - - - - -_ ELEV = CA 55 M BOOS NW21 _ q .n"`OE L "G XG GRADE Pi 3525 CON UCOON CENTERLNE RIM �31.37 -1 VK (ay IXISi CP EOO +y 'Cu _ 1J(6'O4N) z� E 2] J (36r, IXIII CONI sR IN) 111 A PROWSED pUOE AT mxSRDE IawwERL It ODLF 18' FACE CONC .) O IL 20 II 11 P 5+ 4s5 9:50'LT -- ..1E+24.. I(18 YNE GONE NW 0 IEm25.2 112 EAST CONC E N) If•31 {C ONE G ME Ix) IE,251 112- EXST EOI N N) MD S m+ 9FId Otak oRAv.M Bv: AK oabXRn Bv: Le �„ CHECK BY NV 1 AMNANEIS Na mql MN: N R SOL da N IS 0 CITY OF RENTON Puam WKAs DgnYun.n< wrI/L:7� 1 CONSTRUCTION CENERUNE SEE SEEMS GIM - GI.05 FM LEINLS R INSIALL CEMENT COME, TRAFFIC CURB AND CANER PER M OF KHAN 510 FLW 101. USE CT CAL EFMON SN PLAN 101.1 FOR CUM AND GUEw INSwNimx AT CATCH BASINS. 3OIRONNI CEMENT ERNE TRAFFlC CURB PER CM OF RFMCH SLID RAN 101. 4O CONSTRUCT CEMENT CORP. SIONALf PER COY OF RENTON RED PLAN 102 MR 4' C4C, SOINSINl FIRE 8 CEMENT CGNCREIE EXTRUDED CURB PER NSWr ST) PAN F-10.42-00. OCONSIRVCI TYPICAL ROPPNAY REPAIR SCTON PER DwM I ON SNFEI CS.C9, ENDS PER PLAN. OOJNSMUCr CYCLE SACK RIWMAY REPAIR SECTON PER SEINE 2 ON WEEL UN, WITS Put PVH OWNINNUCI TMEX CYCLE TW&N SECREM PER DETAIL 3 ON SHEET UUM, Duns RR PLAN. BOCONSIBL CI ME CYCLE TRAd( SECION DO EEwL 4 ON SHEET CUM, LIMITS PER PLAN. +O OJNSIRUCI MEN CYpE TRACK SECTION Pw DETAIL 6 ON MET U.W. Duns PER PLAN. 11 CONSTRICT CUM ROVER BRIDGE CYCLE TRARX SEEM PER DETAIL 5 OR SHEET CSW, LEARN PER FLAN. +z INSTALL CEMENT LCM. CURE MAP AND CUM RETURN OR OMAWAY ENTRANCE, WE SNEER C3.11 - C3.12 FOR DETMS. 1© CYCLE TRACK IMNSTON FO PANNIER ME PER DEwL ON SHEET C3.1L OCNCIE TRACK TPANSMON TO MULN-USE TRAIL PER NONE ON SHEET C3.13i 1 INSINL CONCRETE INLET PER CITY OF REMON SID WNI 2XI 0. 16 CONNECT i0 EXISTING STORM pWNALE MEDIA IJ INSLNL CATCH WIN TYPE I MR CND OF IEMOH SR PLAIN COON. 4O8 INI GTCN WAIN FARE 2-44' PER GUY OF REN2N SN PLAN 201.00. 1P INSIAUL RECTANGULAR SOLID MEIk COVER PM GEL OF REDEEM STD PLAN 204,10 ON wlrnNG CATCH MASK MMAG MUTT TO SO PEMOrID/RELCGTm Br OTxEm. 21 ADIUA OLSTNG CATCH MAN OR MARINE 10 FlNESH CAME. MANHOLES TO M AWICIER PER C" OF RENTON SR PLAN 108. ADIUST EXUNG MUIY WK ANO/OR AMR i0 RMS4 NINE, 3 INSTALL RECAST SLCPEO MOUNTABLE CURB PER MOOT SN PLAN! F-10.62-02. GENERAL NOTES a NL aMwLONS AND STATOR AND OFFSET REFERENCES ME TO FACE OF CURB UNLESS NOTED NORNISE. 2 ALL CATCH VANED GRATES IPNCIW� OF M�LOCKERS PER SN PLAN KM,20, UNLESS NOTED OTHERmEE. 1 NL CATCH BASIN MARK AND GRATES SNW. M INSTALLED PWSH 101 THE BUSH GARROTE SURFACE. 0. MEN Dun (501 PIPE SHALL BE SCHEDULE A CORRUGATED POLVEEMdE STOHM SEWER PER. UNLESS NOFM OMEIGME. 5, PIPE FORMS SHORN ME MOM CENTER OF CATCH WIN r0 CENTER OF Gifx EASM. 6. SEE SHEET C3.10 IN TYPICAL STRUCTURE PLACEMENT DECAL MD DRAWL£ PEOPLES. LEGEND ® NA 2 IN. GRIND AND OVMU Y NO FULL LdR1 RMNR Nw HMA CEMENT CONCRETE RENTON MUNICIPAL PERIMETER NRPpR ROAD 20, - 0' - R0'. a0' IP Su1E IN FEET s' G' s' 10' ART sulE IN PLEr CALL BEFORE YOU DIG 1-900-424-55555 CITY OF RENTON CRAMMINGNo. C`3 O LAKE WASHINGTON LOOP TRAIL RACIEUTINO MASS FEDAIDW iT TACK AND DRAINAGE PLAN AND PROFILE EETNO14 OP>Z 3 Q W Z J u6D 76Ip eNaD PRm IMW Io.So Otak Dr 0�1 m WI RNN HE Sups 200 12/16/20 �...,m.r.,.m oNAwN RY M oE6IBx6v. u8 NI PPOJMBN. NY CITY OF RENTON Public Works Department oATE:?//�/ CONSTRUCRON CENIFANNE gF SHEErO 01.03 - 01.05 PON MAU 2 INSTALL CENENI CCNC MOM CURB AND GUILE PER CM OF REMON 010 FVN 101, US COY OF REALIGN S D PVH 101.1 FOR CURB AND OUIRR IN51NNTp1 AT CATCH MRS. SOINBfNL CENEM COM%MNFEC CURB PER CRY OF REAMN SM PLAN 101. 4O CONSMUCF CFNENT CONC. SEEWAIR PER Cm OF RUMOR BID RAN 102 MR A' CSTC. SOINSNLL TYPE 6 CENENT CONICK E E%IRUDED COW PER XIDOT SED PLAN F-1062-W. OCCNSIRUCf THEM RWOWAY ROAR SECTd1 PER MAL 1 ON SNEET C109. LNITS PER P4N. OCONDIMENT CY }RICK ROfMIAY REPAIR SU N PER CEFNL 2 ON SHEET CS.W, LIMNS PER FL1N. OCONSTRUCT TYPICAL CYCLE TRACK SIMEON HR OE1NL 5 ON AkET C3.09. ENDS PER PLAN. BOCONSRNVT WOE CYCLE TRACK SECTON PER DETNL 6 ON SHEET Cx00, uunS PER PLAN. IOO MSIRUCT NEW MILE TRICK SECTION PER SEO L 6 ON SHEET CS.SO, UW5 PER FWI. 11 CgSRUCT CFMP RM BR CE C(OF MACK SECIKW PER SEOUL 5 ON SMELT G.W, LOANS ITA PLAN. 13 IXSLVL CEMENT CONC CURB MP AND CURB RETURN OR DWENAY ENRGNCE. SEE SHEETS C3.11 - CRIS MR DELI 1© CYCAE TRACK TRANSIPON TO RNNER AW PER CETNL ON SLEET 03.11. la CYGE TRACK IWMON To MULERI LOSE PER DUAL ON SHEET 0.13. 15 INSTALL CONCRETE MIST MR C" OF REMBN SO PIIN MOSa 16 CONNECT M EpNO mSIORN DRAWS SYSTEM. 1l IELTNL GTCN BIN TYPE I PON MY OF SIMON SET) PLAN WOOL IB INNI UPON BIN THE 2-18- PER CRY OF MOTOR BN PLAN 201.00. 1B IROAL RESSL R SOLD METAL CUE1i PER CRY M HENI SN PLAN 2 Llo ON EXISTING CATCH &SIN. M FORN MIRY TO M RFMyfiD/REE RD BY OTHERS. 1 ADJUST EdMNG CATCH WIN OR MWHCLE 1O FINISH GME. NWH016 TO BE ADJUSTED PER CRY OF FFMd1 SD PENN 106. mug UIRMC IDEITY By1 Np/oN Omit M EmON ORAOE S SANL PRI 40PEo "WARE CURB PON WBWT BN RSI F-1082-02, GENERAL NOTES I. ALL OMENSIaxS AND STATION AND BEMI 93dfRM ME TO SS NOTED DDHERMSE 2. ALL FCATCH OF UWIINRB U TALLEST SHALL WE RESCUNNIONH LOONFIG VANCE GRATESOTHERVPER CM OF REMON BD RAH 2M.20. UNLESS SE 5 RUSH SUCH WINWFFRAAMES�E G SSSWLL BE INSTALLED A SRM POYRNfLENNE19 U SENERR P&PF, UMF55CHEDUNJTED OIHERWSF. S PIPE LENGTHS SHDWX PT2 EFCM CENILR OF CATCH MIN TO CENTER OF CATCH 6ESIK S SEE SLEET CLAD FOR TYRVL SMUCTURE PUCEMEM CETNL AND uwWLE PROORI LEGEND ® HNA 2 IN. GRIND NA 0.2RAv HIM FULL DEPTH REPAIR NEW HIM CEAEM CONCRETE PENMAN \ MUNICIPAL NRPORr OU HVENTT CITY OF RENTON omwIxO No. Q3,03 LAKE WASHINGTON LOOP TRAIL P�ECr No' —�— DECADES, TARI�OAOR MiE: ID CYCLE TRACK AND DRAINAGE PLAN AND PROFILE 9HINDIND-'OFF RENTON MUNICIPAL pep -- ---------- le AIRPORT % i �AD 881 EIRI. I I 18 PI 4A 13a64.21p 1 L c f103f FIFE 1 _ _ ••� IYFE 1 16 IJ 21 _ CJ 0 STA SiA I14W.Wp 3.42 i J—�L KID as _ cs `�'�nE+55&]P m 1 PION 30;8_Ei s 5 4 _ _ _' _ ' P Li ss .4 __ a 45 IRRL�--`— IRR IRR-r—IRR R II IRR ' }W{___MllaG$/ -TYPE _ -UtR �—� I_RR ---_3« 6A WIDE EOSi. _ _ _ __ ________ _ _ MP2CN E'VBf. IN 1 1 + 13 CITY RI _ - -- 11' 8' " - 31A 114W.W 4.6VLi.J 34/ O 4 ] _ BUNCH ORDER. _ - -' AIRPORT WAY V V BUD 13a0B.Pl 4. U J 4 ) - MTN EXIST. $G IJ4W31. plRx ttGW ----'-QQ_____ ____ ____ BUmM IXT STA 1016500. ASPL _ _' BEtlN LMICX EgSf. T T - YL T CONSTRUCTION NOTES gO]NSIRULTpI CENIEAUNE WE SHEETS Glm - SIN FOR DEIABS, 2 IN5FNL CEEW COS. 1WfFK CURB AND OTTER PER C11Y OF RpINON SID PUN 101, USE CITY OF RENICN SN PLAN 101.1 FOR CM6 ML BUFFER INSINUtION AT CON MRS. OINSYx1 CEMENT CMG TOPIC CURB PER CRY OF PENTON SO PUN 101. OCONSTRUCT CEMENT COM(a SIOENALK RR CRY OF RENTM Sip PUN 02 MR 4' CSTC. SO INSTPLL TYPE 6 CEMENT QYMAEM IXEPAE) CUE FOR IIS00i SID PUH F-IO42-00LOS . 0 O CONSTRUCT MILL RPWwAY REPAIR SECRM M PER AL I M SXEEF GAB. UMRS PON PUN. ]O CONSTRUCT DEEM C] W� rt CKK DWAY REPAIR SENIOR PER DI 2 M 3 0O CMSMUCT III CYCIL TRUCK SECTOR FEE CETAIL 3 ON SHEET G1.M. III PER PUN, 0 BOCOMSIRUCi MDE CYCI£ 1RI SECTION PER CEiAB 4 ON SHEET CJ.W. LIMITS PER PLAN 10 CONSTRUCT NEB CYCLE TRILK SECTION PER DETAIL 6 ON SHEET C3.091 LURE PER FI W 11 CONSTRICT MOM RNER ERODE CYCLE TRACK SECTION PER DETAL Z 5 OX SHEET G.W. UMM PON PLAN. 1© RECALL CFLEM WXC. CURB RAMP AND CURB RETURN OR ORNFEMY G ENIRAXCE SEE SHOW C3.11 - C112 NOR DERAM IF 13 CYCLE TRUCK TRP STRON TO MMIER ARE PER M AL ON SHEET UAL 14 CYCLE TURN IRMSRpN i0 MU IRE TRML Pill CETAY ON SHEET C113. 15 INSTAL COHCMIE IXI£f PG CRY OF REMON ON PUM 200.30. 16 CONVECT ED DISFIHG STORM DRUDWE SYSTEM. 1 INSTAL OIDN BASIN TYPE 1 PEP CRY OF fffMM SIR PUN DRAW. 10 NBTALL CATCH BASIN IRIS 2-40' PER CM OF REMN SID PIMI 201.00. 1B IISRLL REMANBUTAR SOLD METAL COVER PON CM OF RENICN M RNI 2W.10 M EXRTNG CATCH MEM EXISRNO DENY TO M REMOVED/NELOCATEO 0Y OTHERS. 21 ABBOT ENDING CAN WIN M M NHOLE TO FINI SIME 1NNxolEs TO BE ADJUSTED PER CRY M MENTION SID PLAN 1 W. MUST allM MUTY BOX AND/OR C0.RR TO FINISH GRADE. INSTAL PISGST SLOPED MOUNTMI£ CURB PER wIDOT M PUN 30 F-f0.62-02. GENERAL NOTES FICE OF CURB. 4. MCAIACH IN UNLESS 9W1C %ESOA£nc SIAMEm 1. ALL D&EN FEES AND STATIN AND OFFSET REFERENCES 2, ALL DUN WIN BUNTS SHALL ILA REUMCULW LOOKING u a VANED GRATES PER Oh OF PENFCN M RIM 20420 UNLESS BORDER ONERAMSE 3. ALL H will WIN IBER C ARMSY StIl SxOLL BE xSTAUED M T +9013 Fwsx NTx THE 1Rxlsx GFAM SIF6ACE 9U _.- K 04P)R0 PCIYETHIUNE SFbPM INNER %R. UNLESS NOTED OR ERMSF CBII 1 - - K0000: 10 5, CEPNRR M CniCN WINM FROM CENRA OF CA1CX BASIN TO STA 1I+0G. 0.34 CB12U "PER T WE 1 8 SEE SHEET ON 10 FOR II%fN SMWNIS PLACEMENT [HAIL R <2 LT RM=311]. 8n AND DRARRI E PRUFUS. E 27l2 ( ' EX T.. DI OM E-n5T iI CMET.. DI w orn) Pliorosc0 GRwE TIT yw LEGEND -2721 P " EX D Ix) E Z70? Iz wA. CONC. N w Gti151RUCRON cENTrnuxE a6i s R ss ® HMA 2 w. GRIND AND OVERLAY 'J RNA NLL DEPTH REPAIR i u T7 w I -�s�F13 z En 1 eLF sir-EI}— coNSRucnM cAETiaERurvE 30 mnErrt coxcMTE _F - = J� E ! GR g - __1 - --- T --- a REMox 25 _ - _ W TYPE T - 25 MUNICIPR q, m PM 3I01 %%Rol ER AIflPoflT 3. d� IE=2030 (8" SD.N.O'Ji) ,O W i G 15 I.m nR... _ 2 b m.8 _. eg .' ..rya rR R ma 9c.. a va �_. g gl , $ _ KEY � �� n� - - INMz® gg r - o rr RH Ar 5' O 0' @ s IoaW 11100 12+M 1310) 19+W 1«50 SCALE IN rtM CALL BEFORE YOU ONG 1-800-424-55555 III RoRAwxBr. M Otak CITY OF RENTON CITY OF RENTON DPAL'"11GN6 PxolECTxo. C3ON NIPMI BY. ME �„ PUMIc wonb D.w,M�.Re LAKE WASHINGTON LOOP TRAIL REDANI Y PFW MOR: R/ 1 AFPROVED FORCIXNsiRLCnox DATETip REAMEIR: tY1WA, s WIIMER REYI&ON06GRIPTIM BY �/ APT. 1] 1620 / / pwT6-/ CYCLE TRACK AND DRAINAGE PLAN AND PROFILE SHEEF"°'�II UFO r� F: 14+50 I5M100 IBfW I]fW 18400 1900 L, PI I ' OMWNBY: IH DROWSY ME cxEcx W: _� PWJMOR: NSIRUCPM CEREBRUMS, SEE SMES GI43 - 01.05 FOR DETAILS. 2 INSMLL CEMENT MAC. MAUR CURB AMID GOITER PER CM OF RENICN SD PLAN 101. USE CRY M RENTON SN RAN 101.1 FAR CORB AND GOTTEN INS)LISTON AT CATCH III )INSINL CEMENT CONIC. TRAFFIC CURB PER THY C£ RENTON SOD PLAN 101, 4O CONSTRUCT CEMENT GLW:. MCI PER CITY OF RERAN STO PLAN 102 OVER 4' CSFC SONMI 11PE 6 CEMENT CONCRETE IXIFUDED C RE PER ASCOT SN WJI FIO.O2i0. fiOCONSTRICT MACY R0.WNAY SPUR SMEON PER CflPR 1 ON CHEST C1.09, IIKR PER FWt ]O CONSTRUCT CYCLE TRICK ROAMAY REPAIR SECTOR PER DETAIL 2 ON SHEET C3.09, UNITS PER PIPN. BOCONSTRUCT TPIGL CYCLE 1R1CI( SECTION PER DMNL 3 ON SHEET C3.o9. uuns Pd PLAN. BOCONSTRUCT RACE CYCLE TRACK SMUDN PER ORAL 4 ON SHF£T CUM, LOTS PER ELM, 10 M14SIRUCI NEW C(CIE TRACK SMICH PER DETAIL 6 ON SHEET G.W1 NMDS PER STNIL 11 CWSIRUCT MOM RIVER SENATE CYCLE IRAD K SECTOR PER DETAIL 5 ON SHEET G.W. MRS PER RAN. 1© WI MANI WK CURB PAW AND CURB RETURN OR OWVEWAY ENTRANCE. SEE SHEETS W.II - C3.12 FOR DETAILS. ©CYCLE TRACK TRANSITION TO RANMER AVE PER DRAK OR SHEET ull. f 4 CYCLE TRACK TRANSITION TO MULTI -ME TRAIL PER DUAL ON SHEET M13, IS INSTAL. CONCRETE INLET PER CRl OF RENTON SDI PLAN MOL30. 16 CONNECT TO EXISIINO STORM WRITE MIRY. I Ix$!NL CATCH WIN TYPE 1 PON MY OF RECTOR STO PLAN 200.00. IB II CATCH BASIN TYPE 2-48' PER CRY Ef RMCN SIT PLAN 201AI0, 19 IARI RECTANGULAR MUD METAL ChCR PER CITY OF RENTON SD RAN 204.10 W ECSINNG CATCH MCI 0 EXISTING UTILTY TO R RdGVEDAULOCUM BY OTHERS. GGGR I��� ADJUST ISH GRACE. 1NRH01ESX TONE ADJUSTED PER CRY W RNTONG CATCH WN OR "HOUE TO NRD FLAN 106 MAMT EXISTING MOM BOX ANDI CWEP TO FINISH GRADE. IWAUL PRECAST SLOPED MWMABLE CURB PER MFOUT SD PLAN F-10.62-03. GENERAL NOTES 1. ALL DIMENSIONS AND SI AND CREDIT REFERENCES AAE TO FACE OF CUT®, UNLESS NOTED TORRENCE. z. V�ANN CATCH WIN cn SHALL WN SIN PPLANULM MCM44 UNNLESS NOTED CIHERWSE. x ALL CATCH UPONFFRAMESSRAND CRIARFKE� R INSTALLED 1 STORM DRAM (m) PIPE SHALL BE SCHEDULE A CORRUGATED MLYETMtENE SIDRM SEVER %P UNLESS NOTED OIHERI 5. NEE TWITS SUSAN ARE MOM Ex1ER OF CATCH BASIN TO CENTER OF CATCH EASN 6 ME SHEET WAR FOR MICAL STRUCTURE PLACEMENT DETAIL AND DNNINCE PROFITS. LEGEND LMA 2 N GRM AND ORAUY TAIA POLL DEPOT REPOT DEB Hw CEMENT CONCRETE REMON MUNICIPAL AIRKIRT PERIMETER ROM GEIN 0' 5' YIM � CITY OF RENTON I CITY OF RENTON Pudic won. ONPomA t LAKE WASHINGTON LOOP TRAIL DATE: �/ CYCLE TRACK AND DRAINAGE PLAN AND PROFILE 4D' DRAwNGxO.\"j'S/'9 PRGEGTNO. M EDAIDIND TM1pMOM) Q DATE: � WEETN0. 1Z Kjz CONSTRUCTION NOTES RENTON 1 CONSTRUCTION CENEl SEE SHEETS C1.03 - 61.E FOR Dram MUNICIPAL AIRPORT z� INSTALL Sam CON. TRMRC CURB AND GUTTER PER wY OF RENTON BID MN 101. USE LM OF PEMLN SN PLAN LOLL FOR LBi 3 -I6 CURB Mo CUpfR IXSTANA¶M AT G]CH &$MS. 4P 19a6R9y 1RR'Li 16 1B SO INSTALL CEMENT CONC. IRNRC CURB PER CRY OF RENTON MD 11t{ 3-�• 16 IB IWI 101. SIA 21476.37, 036'LL {O CONS ROUT CEMENT CCNG GDEW.LLK PER CRY Of RENION SN PLAIN 102 OVER 1 CAC, R-1w.o' SO 1F6TAll TYPE 6.CENEW SANCPEIE EXTRUDED CURB PER WSWT AD F-10.n3-OK M X " _ _ _, ___ _ .__ _ _ x mu�� BO PRALL ROIPMPRYMIRVNR SECTOR Pd MAIL I OR i c B-�C c COE T E PERIMETER ROAD `3a.,� a 'LT SIA yx]8 4.50 _ Y REPAIR ALIYJH RF DUAL 3 ON SHEETCONM��MIS PERLE EM5T. 6'. CORN STET 'i MUCH O CONSTRUCT TYPICAL MINE TRUCE SEMON PER DUAL 3 ON OFFSET - m oxzKV C309+ UM115 PER FLARE W 9O CONSTRUCT ONCE CYCLE TRACKSECNDN PER DUAL 4 ON SHEET - N R 14W jE1 m MOO, IJI PER PLAN. LU R yREAGAN O 10 CONSTkILT MR CYCLE TIGCK SECTOR %n DRAL 6 OR SHEET Z DOOR, UC115 ___ L _ __ 11' TTA 31a66.3] T -_-„ _ _ ] fiEPµ MATCH IXISI. CONSTRUCT/`(�x 11 CEDAR RVER CC3.0 AYER BRIDGE CYCLE 1FAU( SFLIpN PER DUAL _ S pl $HF£T CS.OR. LORDS PER FUN. 5ONS F 31 BECK WTd EXIST B N.MACX - ���� n 13 WALL CEMENT OJXC. CURB RAW M o CURB RETURN OR DRIVI 6 BECK WttX Etl6T. pp�� AIRPORT WAY -6 Ll ENTRANCE, SEE SHEETS C3.11 - C3.13 PON LEUMLS, IXI�. 60, 6 BEGIN. WONT {U 6 BUD 13 CYCLE TRACK 1RWSIIpH TO RWIFP AVE PER OETPL O ON SHEET C3.11, B �%% 14 TRACK RUNSIRJH TO NULILVSE TRNL PER CITML ON S ON SHEET AA 1 450 Li AA 31H 3 12.91 dD�W11CL1 flET_ 3 FPS WTCx FXSI,_ i 15 IN5IN1 COXCRIE INLET PER CITY OF RFMpR 5N PLAIN 300.]RI. CONCRETE _ _____ 4 dD, NAVIN EXIST. 4 FX4 DUTCH IXISE / 16 CORRECT 0 EX5MRG STOW DRAINAGE STREW. 6 w-W14N q@97 6 END, DRAWN E(GE 1] WALL GTCX MEAN PIPE 1 PER CRY OF OWN 51) PWR 6 BEGIN_____ _ _____ a MRx ' _ 3aD.aD. 19 1WALL CATCH BASN TYPE 2-48' PER CRY OF RENTON SO FILM 201.00, SUPERL RESOLANDULAR MUD MI PER CITY OF i8H1ON SN RRµ 019 2W. O EXISTING CATCH BASH. 0 E]IISTNO MNY 10 W REImPMAE DGTED BI GTHERS. 2 .WORT EXISONG CATCH BASIN OR MWHOIE O iMpl CRAM. VAU MES O M ADJUSTED PCs CITY Of RENTON SO RNR 106. ACJUST EX511NG MINT BOF ANO/M COVER RUDE. CO CO WALL PRECAST SCORED MOUNTAME CURB PER MSWT SO PLAN F-10.62-02. GENERAL NOTES 1. All oWdSIGNS AND SIATON MO OESEI REFERENCES ARE ToEXSF. py AFPROS. COXI OF — 15 FACE OF CURB. UNLESS NOTED OTHERWISE PSEWSiNE AR OPEN N C 2- KING MAIL HAVE CP4X0204 STA2Ua]I B N SJES OLAR PCRENTON µmAR5IXM OFT6AUNLESS AN ELLV. 32 NOTED OTKAWISE K;1N%S 3. ALL CATCH WIN FRAMES Mo GRATES SMALL BE INSTMLDJ iL@'.13GJ0 FlllSH Will ME FISH GRACE SURFACE 4. STOOD DRAM (So PIPE SHALL BE SCHEDULE A CORPUWIED 0 m C@2L4�TYPE Z-S4 W PCIYETWILENE A SEWER PII UNLESS NOTED OTHERWISE. also RI 3369 n PROPOSED OWE AT 5. PIPE LEHGLHS SHNVN ARE f1E0M Ld2P OF G1LH MASON O F 26 75 3 ( E%IST. NNC E E58 (." MIST CONC E WQ r COµSNRV ION CENTENO E CENTER OF CATCH BASIN 6. SEE SHEET C310 FOR "COL STRUCTURE PLWddT DUAL IE24]5 (12 IN) EXIST 4CNC W NJ APPRX LOCATION II82 (.c XIA CONC W INt MO DRAINAGE PRCa11F5. H ss FAST FEE GAS UN I, III+ — 'I ss LEGEND __ 040F. -_. -. Go1X XW 2 IN. GOING Mo 0Y9iuY I' _ '.. ® XW FULL COMM REPAIR -'Cy _a _ c N _ 3D HM NW _ Lr N06RADE CWEW CQNCRaE MNSON N B CifE T 2136 I3" E%6i C NG R OF E 09 F COMYOk B u" `O Qr NEMIXR TIP 35 rT G _ 25 -'- EXIST, CONS _ _ _ NVNICIPAL p ggpONT �W SJ 0411R 'X EXSI COME FORMER CO S I � �g PERIMETER AMIACEm h1 RJPOSED CB 10 A RwD 2O '. - [_POSE R Cdlou ADJAI _ 20 EMNCMW P BETWEEN UP ISM k ROPoSDJ O AMPI. 1RA110P PROPOSED ON IS Mo1Ett DRIES c INSRLL PM WRINO CON WTVW I `1' A P GB k JI -6 OUMN6 MfS111U iRf 15 K0 MAP 3 R� P3 DO ^�' Rp C� 8 RH K 20' 20' 40' .,R �,w, .. h� r11 rN HOPZ SCALE IN FEET 19 00 26fW 2110] 22a400 23b3 5 0 5 t0 VERT SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-55555 ASOtak CITY OF RENTON CITY OF RENTON DRAINING N0 C3.06 *�AA DFSIcx By : NB Public Won. RoGrU tent LAKE WASHINGTON LOOP TRAIL — — CHECKBY P ucR MY_ My I caxsmucnox DACE 14101 CYCLE TRACK AND DRAINAGE PLAN AND PROFILE 120 .xG._1B. GF� NUMBER 12/16/z0 kcam - CONSTRUCTION NOTES PSAINRN19A3. 4.m'Li x SEA 25r52.9 NJ6'Li / 1 Wx51RUCWN CENTERME. WE SHEETS DIM - GIN Fm CEIMIS � B INSTALL CEMENT CWC TRAFFIC CURB Clry CURB ADD GU ER POF STA ll+J3.]]. O.SULL FDA 25r]Om J96R'Li F " MENTION BID PLAN 101. USE CT OF RENNN SIR PLAN 101.1 FOR O 3 A 2 1 �Q SEAR6N589 4z03Yi / BEGIN i /�. 0.W6 AND cVRFA IxANlAnox AT CATCH P1Hxs. NN a "eel INn.V1 MAD EN IONIC. TRAFFIC CURB PER CITY OFREMW BIDI M1n�� A . ./ fm&5' fATISD�TPE 1 "TI'/ PLAN 101. SEA 35418.A12m'Li ' nA ZSr64]k R4W'Li.� /' _ IN ADS CEMENT WRAC. SIOEWAIX PER pEY OF flFNrpl SN R.VI A' CSTO 0 11 P 0 / IR a /ter I Ne , 6� INSTAVL TYPE 6 CEI ENE CONCRETE IXEAMED CURB PER BROOT SN 'S' srA v+ss.m Bmxi / '4 �N / � v i� '//,/„,i11 /: �/''f\ i/i %rr PVN FI0.4R-W. TI{f 1 / 39. / '/'Y� N 6� CONSTRUCT TYPICAL ROVA MY REPAIR SECTION PER CRYL I W nA i3rm.y1 9.W Li SEA 24499AA J.95'Li p R�%` /T / h / �' `'l� 4 Cie / SHM M.N. LIMITS HA PLAN. XXXM SrA 25r64m 31 $5'li ] SHEET .. 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FreE w NI . �e i5+09 ]S, BARREN` G � MJUST IX611HG UnIRY BOX IJIO/OR CWER 10 PRIOR GAME UAL L P / g INWALIF-106 PRECAtt SLWEp MWNTOHIE CURB PER W9]Oi SIR PLAN 1�--1 �-two-ox ___' _ __ _ ____ _ r a__� EPA 25+Cfi.W. 850'fiLi 0. ro To ro rp FN 0.62-02. - GENERAL NOTES 5'J 50 1. DIMENSIONS AND STATION AND WEST REFERENCES ARE ro If FACE UP CURB, UNLESS NOTED MERRILL P 1 l ONEIN °6:1 ALL STA35+]612 PS ELEV 3N 1]G 2 AL CATCH WIN INLETS SHALL HAVE RECEANI LACKING N 6N3291:. N ELIN37-5o KA182 NANED GRATES PER CIrY Of NdTON 5N PLAN 10AR0 UNLESS K43T K551 LAC:m dE tONOTED OIHW6 LK;DI00 ' FRF 25W V }. ALL CATCH &SIN FRMIES AND STATES WALL BE INSTALLER rye.M STM1 114 45 fLUBH M1M PALE FINISH GRADE SURFACE P4E]lF"FP6].68 mPN EIJI 'I 4. SNPM ORMH (SO1 PIPE SNALL BE SLNCOUI£ A CCNRUGIEO 164 ++� I{..13A1 m 'S'm POLYEFTWENE SNRM KAREN PPEUNLESS NOTED OTHEA°5Er Y l C Sc.W n A LL 5 PIPE UNGTHS SMOWH ME }RIOT CENTER OF CATCH WIN TO 00 5 mryiV� CENTd Of PATCH PAWN. r „G 6. SEE $HM CUED MR TPINLL nMICTORE PVdEMEW DUAL nw qO DI m R'�' b AND DRAINAGE PROHLES. 1275 LEGEND flew I IN If IN 5 ® ALMA 2 IN. GRIND AND OVERLAY 35 G 1 WNA CWHCCOTE IL"E35 HW FULL OEPIN REPAR 1985 1 1 - OBCF 1 NEW HHA 1 0 EXISTING RE AT CONENT CONCRETE 1 SPECIALnOH (ENTERME So TI 30 APPROX RASH OF 1 AER C IX Of 1 EXIST 3E BANNER TURN WCiS THE WJNIGPK q, ER ONOV 1 f ____ -___-1 i� FETIIMEIFR APPOiYr h. u _r APPR OC\TON OF _1 A 25 ROAn 'P Y EXIST PSE.GSL I r ____ _.__ __J I 1 � I i _�nsls sr. IXln. WNc. II I sD 3x T_ IM>3194 La L1.L L_J IF12R9�2 EAST CANL BE WTj - SEA 25409.)S_ 16ffi _ RO E-W27 (2 EST W L...N- 3I2 MR) 12' EXIST FALLS N IN) E ] 2 6(2C IXI$! cOrvC5 E lb, (R4'- CWC MY WTI 20 E-n323 (EL EXIST WEN AN IN) IN E 11 Ja IE 2n6 (12' EXcorvc rc ur) E o8 (12'- Wrc s Ixl t�>a> bz ascoxc. 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LSL 15W INC EC `1 I' u uex I z r3x I `: fArSTRU IDN cENTERuxE i- I — -- ! I _ti I L o 1_ Orosm GCE; 1 1 CONSTRUCTION CENIERU Er I RlW 1 11 1E sl5A ( T Exu CO C 5 CUT) A ri 35 -i M -35 4 la 3 EXIST NIL:.. 11 i . .- EJi 6 (M" fX1A OW SW O Swi 90% IE=3t4Y(13' EXIST. ONO. N IN zC �NEIE IN R R R A ES Fq AR ts: F P1:!]Y6 MUNN m: PF DPSIBxmMe CHECKED: NY PRINTM3R: w 1z/16/m EkIM:H wz 55 5O 45 w 35 30 35 zG M$ CITY OF RENTON NOW wo.4 D.Porcm.m L"I11by1:1111Lei C 19 1031=I 8 CONSTRUCTION CEMEPoNE BEE SNEMS 01 N - 01.05 FOR DEMLS, z INSTAL Cal WHO. TRASK BARS W BUFFER HA Pn M RENTON STD PLAN 101. DOE On OF REMM III FLAN 101.1 FOR MRS END BITTER INnu UTION AT MTCH ROOMS. JOINSTAL CEMENT DOE) TRUINTO MRS PER CIM OF RENTON SIO PLAN 101. 6O CONSTRUCT CEMENT DOW, 50EWAK PER Cm OF RENTON SO FWI IN OVER. 6' CWC OINANL nR 6 COVERT CONCRETE EXIMILw MRS PER MEET SIT) PLAN F-10.63-N. OCONSTRUCT MILL ROADWAY RVMR SECTION PER DETAL 1 ON SHELF CON. LIMITS PER PLAN. O CNEESi M.CYCLE T ffq �Y`AY MFUR SECTION PER DETAIL ] ON OCBO9,POUCTI2TYPICAL CYCLE PER FUN. DUCK SECTM PER DEVIL S ON 9@T 9OCONSTRUCT WIDE C!B£ TRACK SECTION PER OEik f ON SHEET OUR, Ll PER PLAN. 10 CONNSTRUCT NER CYCLE MUST( MOON PER DETAIL 6 BI SHEET MTRADE MR PLANT 11 CONSTRUCT CEDM RIVER BRINE C1CIE TRACK SECTION PER DETAIL 5 ON SHEET W.M. UNITS PER P NN © ENRWICE. SEE SPREES ONRB PIBIOMISFOMRS ONRVED. OR ORM.WAY 0 CYBE TRACK TRkmFON TO RANTER ARE PER DETNL ON SEET Cal to CYCLE TRACK TRANSITION TO MJLF-USE FUEL PER Dull ON SLEET CJ.IJ. 15 RCTALL CONCRETE IRM FER Cm OF RFMM RED PUN 100.]0. 10 CORRECT TO alum STORM DRANCIE B51EM. IRul CATCH PASIN TYRE 1 PER MY OF RENTON STD PLAN moan 10 Rl CATCH EARN TYPE I-H' MR Cm OF RENTON RED UN P iB 11 A L BMW" mUD METAL COVER PER cm OF RENTON BID RNI ONTO ON alum CATCH BLOW. 0 ENDING IRILm PC SE REM0N0/RELOCATED BY BRIERS. I III EMI CATCH BASIN OR "NOTE N FINISH GRADE. MWHOIES TO BE PAIUSIED PER Clrc OF RENTON BID PLAN IN. POJUST EXTEND MUTY BOX AND/OR NYER TO FINISH CFME. RONPLL PRECAST SLR'w MWMOHIE CURB Pw'ABCOT SN PLAN F-N,.63-02. GENERAL NOTES 1. PLL DIMENSIONS MO STATCN AND OFFSET REFERENCES AE TO FACE OF CURB, UNLESS NOTED OTHwW5E. R. ILL. CATCH BASIN INLETS SHALL HOSE RECTANGULAR LOCKING WNED NOTES Pw Cm OF RENTON 510 PUN 304.20, UNLESS NOTED OTIERFSE J. ILL. CATCH BASH FRAMES AND pUT6 SIULL BE INSLWED FLOW WITH THE MI BRACE SURFACE w ACM MMI (SO T PIPE BHAN1 BE SCMDME A COMMUNIST) FCLNETMIENE IT CA4 SEWER HFE, UNLESS WHE) OTHERMBE. 5, POPE LENGTHS AWXH ARE FROM cENHR OF CATCH BASIN TO CENTER of CATCH WI 6. SEE SHEET MAO FOR T'%C1L STRUCTURE PLACEMENT SENT AND DRAINAGE PROWl LEGEND ® HNA E M. Ol MD UNSPENT ® NW FULL DEPTH RERAJR BENI NW CwwT CONCRETE RENTON MUNICI �y�g�� PR y 1"..51 PERMETER � AIRPORT m' 0' Ho 10I STIFF s O' EXERT F%m?l SCALE CALL BEPORE YCN1 dC CITY OF RENTON LAKE WASHINGTON LOOP TRAIL CYCLE TRACK AND DRAINAGE PLAN AND PROFILE 20 40IN FEET xO. N R AJDN o. x0.TrBNEETw. 2 =xV.w CANX: 1 Ai MET, SIDEOI 'MDTI C MIN.* Mi EXIST.. SIDEwAL( wlD 0. MIN.* TYPICAL ROADWAY AND CYCLE TRACK SECTION NOTES EnmIG ASPHALT NAMES / PAYFMExr PER %AN MARK MET. CUFF FLIGHT 16 v CURB RED VINIES Y-6' 1 * E ISMfi OR PROPOSED CONOIPMS ADNQM TO PROPOSED TRAFFIC CURB VANES PER RAN. ** LONBRACrOR SHALL NOT' INSTAL TWiC CURB CR MDEA R FROM STA 15+88 TO STA 16+29 1 TYPICAL ROADWAY REPAIR SECTION o msr r STA ]4z2 m B+SA ]4n STA n56 A 19+53 TO SM 1wn E .9 TO BO m TA A + TO TA 2i+e6 TA 1549STA 1BNFLI TW OUSTING COW AND OLIVER MUCH MR. CURB NEIRf* VARIES PER PLAN E1351MG MOENNR* VARIES PER PLAN MUM ASPHALT PANEMEM 3 TYPICAL CYCLE TRACK SECTION T io w TA 7+41 m TA ]+22 TA 10+05 TO TA WARE STA 15+69 m STA IUW UA 15+75 i0 STA 21+66 BCD ]+01 m STA 9+0 VA 1010E i0 TA MKS TA 15H] W TA 19+8.9 51A 21+86 N 51A 21iI9 TA 8+80 W SIA 84B5 TA 11+05 W TA 1]+59 TA iBHO W TA 19+i1 Rini MDENA u HwoM 5 CEDAR RIVER BRIDGE CYCLE TRACK SECTION 0o io L TA zs+N W TA 27+RS A AND, DRAWNBY. AN CHEORM MY PRIOAMOR: BY MOND AND Ai Ran cum HOW CURB HBCM VARIES 2'-6' Ib * li OR PNOPoA9 CONDITIONS MLSENI m PRI MARC CURB NAMES PER RAN. ** CONEIRMOOR SOUL INSM11 CEMEM CCNC, CURB AND GTER AT LCCAIATS SMAN ON PLANE. 2 CYCLE TRACK ROADWAY REPAIR SECTION Mms E srA m STA O+BB STA 15+59 TO STA 13469 TA 9+95 m STA 10+05 TA 15w4 TO TA IU47 TA 10+72 m STA 10462 TA 23+30 m TA OREN STA 10+0 TO STA 11+0 4 WIDE CYCLE TRACK SECTION No i0 YNE SrA 2]+]5 i0 Sp 2B+J0 " MSING OR RESPOND) CONDMOxS AD.NLEM TO CVCIE TWM VARY PER PLAN. 6 Cy TRACK SECTION Nm ro ROUE TA 2UX TO TA R9+20 CXaa�Awim�k CITY OF RENTON PUUh wan. D*Palm1"M 1O ]' Mtµ CLASS I IN. PG 64 U OR WTCN FOUND HIM OEPDI. 0 2' WFRIAY Will III CUSS I N. PG 64-22. 3O J' MW CWS I IN. AD 61-22. O2' GRIND MW ME Y WM HARD CUSS I/2-IN. P6 6*-23. SEE PAgIFM PLWNMG DUAL ON SHEET C3.10. MNTR DR SHALL GRIND E%ISIING GURER PAN UNDER EXISTING ASPHALT PAVEMENT IF R IS LESS THAN 2' UNDER ONE FINISH GRACE SURFACE. © 6' CRUSHED SRIMCNG RAW COURSE O4'SPURRED SURFACM mP COURSE. OCEMENT CONCRETE 1WFi1L CURB AND CUTER PER CRY CF RENTON SD PAN C2, OCEMENT CONCRETE 1XNiM CURB PER CITY OF DRAWN SN R.VI 101, 9O CEMENT CONCRETE SOEWA% PER COY OF RENION SN RAN IN. 14 INI,9Hm OWE ACT STEEPER ¶LAN .W:1V UNLESS NOIEO GIMEFNIBE. 11 MUCH Rl"NG CONCRETE ROADWAY CfOU'R-s1M UNLESS oTMERW12 S AIN ON PLANS RMDNAY CROW SLOPE NVUL BE 1% YBA USERS DSWN TOMMD THE EARN. 1$ WARE CUB -MOUNTED DELINEATOR Po55. WE MOOING AND STRIPING PLANS FOR DECALS, © SURFACE WLVACTED TO 9Sx W MAXIMUM DGbm PER AUI D-1557. %BOWE m WISSF OF UNDISTURBED MUPE MATERIALS OR TRCUURAL FlLL SIRUCNXK FILL MATERIAL TO COMET W SURACE ON-SRE MMERAR OR GRAVEL MINOR AS DESCRIBED IN SPELRCAMNR 1♦ SAWCM IXImNG PAVEMENT, 1B S NAM4 CL55I IN. PG 66-22 OR AAMXH EXImXG MAN OEPM MR FIRM - OVERLAY T SLOW FMISH MANOR ELEVATED, 08 PROTECT MUM BRIM£ 01I SEE MNING AM STRIPING PLANS MR CYCLE TRICE DAMPER OVER BRIDGE DECK. © 6' HW CUSS I IN. PG 64-22 OR MUCH MUM HW DEPTH. iB ]' CROWED SURFACING RISE COURSE GENERAL NOTES I. NL OEPRS SHOWN ARE MINIMUM COMPACTED DEPMS 2. SEE CM-E PUCK AND DUNNAGE PUNS FOR LOW 3 THE MESHED ABASE CONTOURS SHOWN WFANUCMD TO FUNUM PAVGRIR GRµY$ AND MNISHED TRAA I110N GRAOM SPoi EIRAATWS SNTNN IRE TO IOU CF PAVEMENT OR MORI UNLESS OTHFRMSE NO2EC. 0. AU COMPACTOR B S 95R CF MAXIMUM DENSItt PER ASM D-155]. CITY OF RENTON LAKE WASHINGTON LOOP TRAIL =I DRAwINGNo C3.4.9 PROXI p. WRAP FEDUDNo TAFIO K DATE' S1END. 1' 1 OF 79 We IV 15' b5V 9V 114'3V 261 TYPE 2 OPPR muD 2% OWN rnwE AND aalE KEY 35 No = MEE OF CUM WEESC 2, SPECIFIED SOONER AND OFFSET REFERENCE CENNER OF 20 6V IT MSF -2 Ks Malin 81 (11' IXIS[ WHC N) 1511 12' YST. Ons =R 35F If II IV �L J ao bR i] ili RIM PoN x.15 E- 1s.(lY ql O}IN S. rr{�} -------' J. 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TIRE FBI CRUDE CORI SUM (COUSIN 10 PROBE) PAVEMENT GRADES AND RI PONSFRON GRWES SPOT MORMONS SHOWN AM M TCP OF PANI OR TURN UNLESS OTHEMISE HOME, AIRPORT WAY 5 ON 5' 10' l AIRPORT WAY AT SHATTUCK AVE S CURB RAMP LAYOUT Gx " CALL BEFORE YW qC i-800-424-55555 ii As allDRAWM Bv: AE Otak 4A� CITY OF RENTON CITY OF RENTON RAvnxGxD.C3.11 DE6wxbe IB �„ PFAIN:?Fsp<nmt LAKE WASHINGTON LOOP TRAIL Wuuxo°- CHMI PIN NM FmcDNBTRDCTwx ry Gam' �Noo Nr-v AnNnu.wI aV .00 �.,. 1zn6im P wR ..,..,...,... 6Y-/LNG/ °ATE'�A�y CURB RAMP AND DRIVEWAY LAYOUT B"EL'"°'y'a oF-7 ER DRUMNIFY A V LCMR DESIGN BY: MB �I, 9Y: Hi IUM .._ Pmrd WAO U PPFIIMW' IN CITY OF RENTON Public WoMa OepoNnent m V CONSTRUCTION CERPTA . SEE MEETS GLOB-0105 MR DETAILS, OIRSTN1 CEMENT WMAEIE MVFIC CURB AND CULLER PON M OF REOPEN ETD RNI 101. OIN5TN1 CEMENT OONCREEE RNIIC CURB PEA CNI OF BENIGN ED PLAN 101. GLUM HOW VARES Y-R'. 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SEE kqA)rt N o / % SIGNING AND STRIPING PLANS. Ilk ''% sIf $ T i •\. �� lO' O' IC' 20' PLAN HDRZ SELF IN FEET 5'-6" WALKWAY I'-o" 86'-0' BRIDGE DECK ae4BAL NOTS 1, ALL MARAUD AM WORKMANSHIP SHALL GORDON TO ME WASHINGTON STATE DEPARTMENT 12'-O" CYCLE TRACK a'-D" ROADWAY OF TRANSPORTATION (NSpOM 2020 STANDARD SPEARCAIM FOR 9Xtt£ AND MUNILIML CONSTRUCTION CONSIRUAND AMENDMENTS. ZONE 2 MAINTNN ME WEARY W AWMENT UAPERML BRIDGE MIL _ E 5-BP30 I'-fi" 1 FIEN MEASURE IXISIING BRIDGE PHIS AND LOCATIONS OF FOUND LIGHT Polo PRIOR TO OWELOPMEM OF TALENT WOWING OMNINtS. RIF MANOR! ALL APPROVE) WORKING DRAWINGS AND A COMPES SET OF THE APPROVED TWO CURB MOUNTED DELINEATOR POSTS MOUNTED 4 AND BRIDGE PLANS ON AM MIEN CONSTRUCTION IS IN PROGRESS. ON SIGNING ADD ASPHALT PLANING SURFACE. SEE 1 _p SIGNING PNO STRIPING PUNS. 5. EOnFY THE ENGINEER IMMEMATELYNCOUN IF ANY DISCREPANCIES BETWEEN WE PLANS AND THE EMsrINc ASPHALT mxc wxomoxs ARE ENccuxTEREo. REIROFIi ONO PNNi EXISTING CONCRETE �' WFIRINC SURFACE EXISTING S1FB TRAFFIC HARRIER Ekry PEDESTRIAN MILINC ____________________ _ 6. PROADE RUMPALL PALES AND SWPCS GTO ACCORDING TO ASTM A18 PALTERS SHOWN OACCORDE _L _______ ___________-________ AND 0.51M SPECIFlURMS IN ACCORDANCE CI WALKWAY CONCRETE 1 ME SP IFl RIMS AND RETAIL PIµ WAIXWAT -1 l _1r -� - -Jr _��- - MERE O CURVATURE SPLICES SHALE BE BENT TO THE HORIZONTAL CURVE r-- r L J L ERECTION BE GONER DETAILS OF 1£55 THAN R00'. L. J J. PIPE RAIpNG PNO PIPE RI _J 6 / J I -------L IC EXISTING 8 WORKING DRAWINGS FOR LUNG SHALL BE SUBMITTED MR APPROVAL SHOWING D i-1--------------' II DECK II DIAGRAM SPEC OF SPECIFICATIONS SMALL GALVANIZING INNO E SHOP AN THICKNESS Ieanoxs vuLL BE PROWDm IN THE sxDP I I I I I I DRAWINGS FOR ALL COMPONENTS III III III D. C BY SAWING OR MIWNG µO PLL CUTS SHALL BE TRUE AND III III IIIII I III SMWTx. BLAME CIRnxG WILL rv0i BE PERMITTED. IO. WELDING SHALL CONPoRM TO THE UEST EORION OF AWS DI 1. III III IIIII III I 1 9.BRFAILINGCOMPONENTS SHALLRE ADEQUATELY WARNING)i0 ENSURE SURFACE PtO1ELnION DURING HANDBAG ADD TRANSPORTATION TO THEJOB SIR. III PAT III J �_ 12. BRIDGE �HTO M111. COMPONENTS SMPONENTS HALL BE DLLWNIZED ANDNIZED COATED PRIOR TO ATION SSEMBLT `==J L== J L_ _ l L_ _ j L BOLLS. NV15, WASNFFS AND $PUCE SLEEVES SHALL BE FIELD PAINTED AFTER } J t - -J ASSEMBLY. 13. REPAIR ALL DAMAGED GALVANIZED SEED SURFACES BY POINTING THE DAMAGED AREAS WITH TWO COTS OF PAINT CONFORMING TO SPECIFICATION 9-08.1(2)9. 14. PALM IX611NG SREL PEDESTRIAN RAIL AND RUBBER COT. SHOP PALM M FINE PAINT GAL RETTCRR AND BRIDGE RARING LURE S-BP30. NEW FARM SHALL BE COMING AFTER TYPICAL SEC1IM ULVANILNG. EXPOSED INSTAWTION HARDWARE, INCLUDING IXNSm EVEIDm ENDS OF µER. BOLT HEOOS, NUT5 AND WASHERS 00 UNPOSED WRIpNS OF SPLICE SOARED SHALL SOLE: Y = 2 -0" BE FEW PANTED AFTER INSTALIA➢ON. PALM µD POWDER DOC COLOR SHALL BE NECK OR AS APPROVED BY THE ENGINEER AID SHALL HATCH RON ALL O ED ELEMENTS WHETHER POWDER COATED, SHOP PANEL OR HEIR WRIER CALL BEFORE YOU DID 1-B00-424-35555 */19/21 END Ota^ CITY OF RENTON CITYOF RENTON DRAW LOBS) .QITAJAIO LAW END �„R°ell° worv, D.Pa t LAKE WASHINGTON LOOP TRAIL EBB �- 4NUMMAR By xyFEO AIO Wxy APPRWFO Fpi COn61RVLTroN DATE:PERSON DESCRIPTIM MBx �'3��� CEDAR RIVER BRIDGE RAILING LAVOIIT PAPER NO 1EaF22 )f4" X 1 2" TOP RHL TL POST POST Q POST iYP. 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MEMBERS 2 EACH END OF j 1" SQUARE I 1111 PANEL EXISTING POSTS 3 L 3 % W1.4 % W1 .4 1 11 1" SQUARE EXISTING PICKETS i II II II II III 11 11 11 II II II II WELDED WIRE MESH OR II � 1 AND SUPPORT POSTS s 1i n I APPROVED EQUAL 11�11 "T II II 11 II II II II II II 11 11 II 1 II 11 n m vnRlES I-H I FINISH GRADE $§"3 i0 2�"S •1 II I(gSprygLT PAVEMENT)� II II II II II II II II II II II j LI _ ITA _LI- - _�___�--- _-_u_-_ _- _ _�_ 11TL BO % 1$" EXISTING EXISTING CONCRETE I BOIIOIJISftIAIE Y4m A 1 RAIL WALKWAY N y I EXISTING CONCRETE ELEVATION SEE CONNECTION FETAL� WALKWAY SCALE: 1 1¢" 170' EXISTING CONCRETE LIGHT SUPPORTS 10, VARIES FACING WEST AT INTERIOR OF BRIDGE RAVING FROM EXISTING WALKWAY ON WEST SIDE OF BRIDGE qi 19'-6"2 SP0. 3$"3 TO M"L TYPICAL SECTION SCALE: 1 Y" - 1'-0" j POST POST A" N. y•0 n.P 4'-51 `S IYP. PANEL WIDTH " GAF fE E%ISTING RAILING WIDTH VARIES TO FIT E%ISTING RAILING TO ID4PgINT E%ISTING STEEL ' ' PEDESTRIPN RAIL 2" nP. £- S= =3 PEDESTRIAN RAIL �� EXISTING n--- n___n___n___ n_-_ 7___1,___1,___ _ n RPEDEST. AN RAID II II 11 II II II II 11 11111 WALKWATE W WAY ® ® I III I II IL vY I p F II II II II II II N yy IIII IIII IIII IIII IIII I11I 11 I 11 IIII I1I1II IL ll II11III11 I11 iII1II II II II II II II II II II 11 Ij BY _lJ _LJ _LJ___IJ___Ll___^___LJ___LJ___ _ _LI_ £ U _S _3 II II II II IS SEND CONCRETE 1 __________ LIGHT SUPPORTD I----------------------------- _ __ _ TYPICAL PANEL ELEVATION PLAN1 SCALE: 1 .'4" 1'-0" SCALE: 1 )1 - l'-0" PACING EAST AT EXTERIOR OF BRIDGE RAILING ON WEST S1DE OF BRIDGE I CALL BEFERE YOU DIG 1-800-424-55555 *�o wwwNBY Rao OtakCITY OF RENTON CITY OF RENTONwamxDrwDEBIBN BY, Rao a°6r,°w°.. D�°,eme°e LAKE WASHINGTON LOOP TRAIL CHECK BY NV GPW M3P: NVNUMBER REVIBgN DESCRIPTION BY' a,F�iX�,u CEDAR RIVER BRIDGE PEDESTRIAN RAIL RETROFIT 10F2 BNEaT xD 2HOR� 1' SQUARE EXISTING POST/PICKEf i' i A' H(a m HOLE N IN EXISTING AI RAIL POST AND N % ES SLOTTED HOLE ORIENTED VBOLT, NU IN CONNECTION PLATES FOR OT BOLT, NUT AND 2 WASHERS, TOP AND BOT. R e" TYP. CONNECTION PLATE. PLATE MAY BE CUT FROM A K' THICK ROLLED L-SHAPE AS. AN ALTERNATE TO FABRICATING FROM $" PLATE AS SHOWN. J FB"O HOLE IN CONNECTION PLATES AND Do' X 19{6" SLOTTED HOLE ORIENTED HORIZONTALLY IN PANEL BORDER PLATES FOR %60 BOLL NUT AND 2 WASHERS, EACH SIDE FINGER TIGHTEN AND DOUBLE NUT BOLTS AT END OF PANEL ADJACENT TO EXISTING RAILING EXPANSION JOINTS. PANEL BORDER PLATE X 1 )4" EXEC. HOT. RAIL _ T_L a a� r 1 CONNECTION DETAIL B4.03 SCALE'. 6` I'-0" BOTTOM CONNECTION SHOWN, TOP CONNECTION SIMILAR. PRONDE CONNECTION AT EACH CORNER OF EACH NEW RAILING PANEL,. J" Y' Y" HOLE (2) i16 % %" SLOTTED HOLES ORIENTED VERTICALLY B VIE scALE e' = r—o' EXISTING RAILING AND NEW FENCE PANEL NOT SHOWN FOR CLARITY wt Www' RE lak SKIN IN: RE -- ; GRECKEY NV; ' NI PAOI MA. NV rs no WAmas (2) 06 X %' SLOTTED HOLES M• ORIENTED VERTICALLY (2):KB'0 HOLES IN EXISTING RAIL POST (BEHIND CONNECTION PLATE) Q HOLES AND EXISTING POST 'fe 0 HOLE EXISTING RAILING AND NEW FENCE PANEL NOT SHOWN FOR CURVY CITY OF RENTON I CITY OF RENTON PuElla wane Dona,nmene LAKE WASHINGTON LOOP TRAIL :;114Poll . MATERIAL PART SPECIRCATION PIPES AMIN A 53 GRADE B SCHEDULE 40 (SM. PIPE) GALVANIZED IN ACCORDANCE WITH AASHTO M 111. WASHERS ASTM A 193 GRADE B) GALVANIZED IN ACCORDANCE WITH AASHTO M 232. ULUJ PLATES/BAR ASTM A 36 ULU CHANNELS GALVANIZED IN ACCORDANCE WITH ASHTO M 111 DRIVE PINS ASTM A 276 TYPE 302 STAINLESS STEEL ANCHOR BOLTS ASTAI F 593 TYPE 302 STAINLESS STEEL NUTS TAMPER -PROOF TYPE OF EITHER CLEAR ANODIZED ALUMINUM OR ZINC ALLOY NOTES 1. SEE GENERAL NOTES ON DWG. B4.01 Q EXPANSION JOINT EXPANSION JOINT" 2$"0 STD. END SECTION (VARIES) TYPICAL INTERIOR SECTION (VARIES) PIPE RNLING 20'-0° MAX. RALUSTER AND ANCHOR SPACING O RESIN BONDED SHOWN ARE MAXIMUM ALLOWABLE. VARY ANCHORS OR I AS NECESSARY ADJACENT TO JOINTS. ANCHOR BOLTS BALUSTERS SPA. AT MAX. 4° 4' BALUSTER SPA AT 8° (DIVDED OUPLLY) Q RESIN BONDED ANCHORS OR ANCHOR BOLTS 2° ANCH S SPA a" 8 ANCHOR SPA AT 1'-4• MAX. B° SEE PART AT T•_ MAX ELEVATION PARALLEL TO GRADE Dw.) BEND BEFORE GALVANIZING NORMAL TO GRADE (TYP.) A / BALUSTER SIC. PIPE ft = YYA' I I BALusrER 4 z' I s I TOP OF EXISTING - C 4 % 54 TOP OF IXISnNG o TRAFFIC BARRIER ASPHALT WEARING — — — SURGACE ON �+ II II BRIDGE DECK —I — L--- II II EXISTING TRAFFIC BARRIER A SECTION SEE DETAIL SCAlE 3• = 1'-0' ELEVATION sGALE: 1' = r-D' BALUSTER ATTACHMENT DUALS NOT SHOWN CALL SUCRE YOU DIG 1-800-42F55555 */16/IJ RPD �a� ACITY OF RENTON CITY OF RENTON DRAPROURTMO, 84.05DECAGNSY, MID P°MIC Were oePuM nt LAKE WASHINGTON LOOP TRAILM'µµ RCONCTilKndl DATE� BRIDGE RAILING TYPE S-BP30-DETAILSt OF2 DNEETw �BF79NDIREA VNION DESCRIPTId1 P MDT. BY. 1E: 3� )Sf RADIUS AT TOP AND SIDES s- STEEL PL WELDED TO END OF CHANNEL (WELD BEFORE GALVANIZING) BARRIER BASE, BALUSTER AND BARRIER 3: X6 xa OP ISTER BREAK EDGE DRIVE PIN DETAIL SCALE: -- 1" SLOTTED TYPE SPRING PIN (ANSI B18.8.2) LWASHER 0 HOLE AD 12 GAGE WASHER WASHER DETAIL SCAI£: 6SCAl£: 6�^ HOT DIP GALVANIZE AND PAINT AFTER FABRICATION Q %FO DRIVE PINS ^ SIZE DRAIN HOLE THROUGH 2)['0 PIPE TO BE FLUSH WITH INSIDE DIAMETER OF 'Y"0 PIPE BALUSTER RAILING & BAWSTER 21'O STD, PIPE RAILING IV2Y"O STD. PIPE RAILING SPLICE. DRILL %'0 HOLE ADS %60 DRIVE AT LOCATION SHOWN. j ij"O STD. PIPE BALUSTER I III✓ I I I B SCALE: 1" = 7-7 LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. q ANCHOR BOLTS ore RESIN BONDED ANCHORS. TAMPER -PROOF NUTS (1Yp. FOR ALL SECTIONS) Ye" FOR PTA. RAIL SPLICE 3" % 3" X 12 GAGE WASHER. SEE WASHER DETAIL Y2"O X %" SLOTTED HOLE FOR 6" . LONGITUDINAL ADJUSTMENT (2) STEEL R o SIZE TO I I TYP. FOR ALL SECTIONS) FIT BEDYEEN C 4 X 5.4 DRAIN HOLE THROUGH STEEL CHANNEL TYP. L-- BREAK EDGE $e X 45' BALUSTER PIPE FOR EACH EACH ANCHOR BALUSTER TOP OF E%IGTING IXINCRETE G 4 % 5.4 TRAFFIC SARRIER 1 1 1 I I J\ — 1I I I \I Ill ir 1I fry I I I I I I I I I I I I I ii"P RESIN BONDED ANCHORS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C SECTION SCALE 1• _ 1 —0•• ANCHOR BOLTS SHALL BE POSITIONED IN A JIG DURING WELDING D Otik DE9IDRRV: FAD CHEMIn, NV H"nn xE Nu ml P0.UMGR: NV grm;l DRIVE PIN •�� I I I I I I I I I I Y." Tw, AT OPEN Jowls. PART ELEVATION CITY OF RENTON Auello Ww s Dspwm1 OATH III rt RESIN BONDED ANCHORS TYP. EACH BALUSTER r^ e FOR ALL RAIL SECTIONS TOP OF EXISTING TRAFFIC BARRIER CITY OF RENTON D IORWH6NOB Q HAD CT M]� LAKE WASHINGTON LOOP TRAIL SEMI. NO, TAPA BRIDGE RAILING TYPE S-BP30-DETAILS 2OF2 EET1n �31 OF 72. PIPE SCHEDULE F C RENTON MUNICIPAL B CV AIRPORT o O � (D o Q O ---------------- boo i i GM Cf ISNfMI VSc— G aD }{ o 0 0 RAINER AVE N 19 DMWN BY 61S O! k DMIGNBV m CHECK BY:llwjm� IN cuc PAWMA: Ny 0 113 CITY OF RENTON Public Woke DBpe2mmn\ 0 L P.V.C. PIPE S USJIF PIPES ME TO BE SIZED M RDING M G.P.M. (W DNS PER MINUTE) DEIMND GOWN NNE. Fl OEL =M ME NOT TO EXCEED 6PER SE D. SCHEDULE 40 P.v.0 MVNUNE h ATEPNS G.P.M. PIPE SUE 0 — 8 3/1" 12 — 32 , 1/4•• 23 — SO , I/v 31 — 30 Y IRRIGATION NOTES SEE SHEET 15.06 FOR IRRIGATION SCHEDULE AND LEGEND IRRIGATION SHOWN IS DIAGRAMMATIC. CONTRACTOR MAY TIE INTO EXISTING IRRIGATION LATERAL LINES AND VALVES WHERE FEASIBLE, PIPE SCHEDULE P.V.C. PIPE SCHEDULE EDG wf PIPES ARE M RE SIZED ILWRDING TO \. OPIUM. (GWllNs PER MINI DEMAND MpTCHLINE m DOWN ONE. E1Dw VD -MINES ARE NOT TO 1 EXCEED 5' PER SEDONO. SCREOULE 40 P.V.C. MAINLINE 4 UIFF0.5 1 G.P.M. PIPE SIZE PF 12 - 22 1 1/4 D - 0 " 1 1/2 5 //�� ® al - D 2•• o ® 0 IRRIGATION NOTES y I p I DI. THIS WORN CONSISTS OF MODIMNG fISTT 11 EXISTING ARIWPON ZONES TO UNIFORMLY Z \ AYWATER EAS DISTURBED BY CONSTRUCTION PROCESSES. it 2. CONTRACTOR SHAL. USE NEW POP-UP \ ' IRNJGAT�N RATI MNOI WITH MATCHED PRRATES TO MATCH N LD&Z FN IESCIIIf OBOE THE EXISTING WNVFACTURE AND TYPE PFIpMR VNVES: RSTO GIRRENTLY IH HAILED. oI o 3. �CQDWCFORAiHPLL INQ_UDZ ANY EX IRRIGATION S52M5 WWGm WFNG MRSRCCRON 4, i 15 REPENTED THAT CONTRACTOR WLL \ UIDRE EXISTING REMOTE CONTROL VQVES. e tsB ® AA o RENTON MUNICIPAL s. OON UICIOR SHAu VERIFY STATIC WATER t O V AIRPORT POINT OF CONNBOFCTPION.' NOTIFYRI WNEER OF ANY DISCREPANCIES PRIOR TO COMMENCING AMR WITH INSTAJUAI \ L G. SYSTEM OPERATING PRESSURE 30-40 P5.1. ). hYRRACiOR SHIN AAIUST IXISTNG RMWTpN COMPONENTS HEADS. W ERN_WNES, AND ASSOCIATED SLEEES, FOR AN E WATER IR THE _AMATION i0 PROVIDE LY AN TO THE VNGSGPE EFFICIENTLY AMO VNIFORMLY. a \ (f SEE SHEET 1506 FOR IRRIGATION I�A* o e a Q SCHEDULE AN O LEGEND IRRIS DIAGRAMMATIC. COINFRACTOR MAY GATION N TIE M0 EXISTING `CRY Cf REMON IRRIGATION LATERAL LINES AND VALVES WHERE FEASIBLE. �Q �Q o AIRPORT WAY 0 0 o 0 0 D20' MIN FEET CALL BEFORE YW GIG 1-11W-4]9-55555 D�wN Rr RB Otak � CITY OF RENTON CITY OF RENTON ND. tam alb PROJEDEEI ars welm worn. GaPortmEm LAKE WASHINGTON LOOP TRAIL FEITN 'ram plECrc eY' xy APPRMEDFORCOIWTXILTd! [,�DATE%AZNP - ' b MGn. NV 1 ae4MMO� DArea�%v E•ETCw._ of 79 NUMBER *BYAPfi pff 12 11 sD P RY: IRRIGATION PLAN RENTON MUNICIPAL AMiPORT l':I1.611' 0 0 ]aW LU 60 J W cO 2 \ }O APR D R 0.80 11 ° Q IRR 1` Do 1,11kp I i IRIF LOW - NEW IRR REu01E cOMRtt vALYF9: RESTCflF{CG1 $6H O I_ WARE DURA CCNSIMILMW J LdIY CT RNlpl �. _ 0 W --p�R------- --�--------r-- LU W GO AIRPORT WAY p 7 n y O RENTON MUNICIPAL y R FED LOCATE PROUD; IR%GA1xw AIRPORT AIRLINE roe CORECTgN M NEW PLOT OORRM-VALVES: RSMRE ANY ELSTNG IARMAGOIN SGUI DAMAGED DURING CO16MLLNON j040 5rgOADNNWJxEmM NxNECTcx M xEWUGGOE ttuDNmxmouRrnDRE ANY EesnNL RaGA1rA 9 0 40 . EKEIRRAPR IRR APR IxN APR IRR IRAPRIRR SO LU W 11 W3 1xWO 13aW gym.... ,emu... I4100 1 Do ARPORT WAY - DRAWN BY firs ak CITY OF RENTON DMIDNBY: 6S PuI Works Depa2menR CHECH 9Y: N I I PRCJ AGE: NJ =e oq�oNP's µq AVP JR¢ IlINSTRUCTpN PIPE SCHEDULE P.y.C. PIPE SCHEDULE RPM ME TO BE SIZED ACCORDING M G.P.M. (GALLONS PER BRUTE) DERAND DOWN LINE. FLOW YIIOaT6 ARE NOT TO EXCEED 5' PER SECOND. SCHEDULE W PV.C. MNNLINE k LN11GRLLS GP.M, PIK SREE 0-8 3/A" 9 - 11 1" I2 - 2x 1 1/4" 23 - 30 1 1/2. 31 - 50 2• IRPoOATION NOTES 1, THE WORK CONSISM OF PIONEERING EXERTING IRRIGATOR ZONES TD UNIFORMLY WAFER AREAS DDIUMED BY CONSIRUDBON PROCESSES. 2. CONTRACTOR SINLL USE NEW PDR-UP IPRIGnaN HFIOS AND HOWLER WON IMTGiE➢ PRELIWANON RATES TO WATCH ME EUROPE MANUFACTURE AND TPE CURRENTLY INSTAMED. 3. CONTRACTOR SHALL INCLUDE SWING MINT AMEN&TES AT ALL NEW HEAD LOLAEONS. a. D IS INTENDED MOT CONTRACTOR MUL UELUE E4rnNG REMOTE CONFROL VALKS. 5. COMIUCMR SHALL NOTIFY STATC WHIM PRESSURE OF 90 P.S.I. AT IMENVIION POINT OF CONNECIICN. NOTIFY OMNEP OF ANY DISCREPANGES PRIOR M COMMENCMG WM1 WEER INSUALABON. 6. SSIE4 OPERAPNG PRESSURE 301 P.S.I ]. a'MRACIOR SHALL ADJUST POSTING SEE SHEET 15.06 FOR IRRIGATION SCHEDULE AND LEGEND IRRIGATION SHOWN IS DIAGRAMMATIC. CONTRACTOR MAY TIE INTO EXISTING IRRIGATION LATERAL LINES AND VALVES WHERE FEASIBLE. RENTON MRPOr PERIMETER NPPoPT i x ROAD KEY MAP O D20' w' u® P IN FEET CALL BEFORE YOU DIG 1-800-424-55555 CITY OF RENTON DRAMWW. 15.03 LAKE WASHINGTON LOOP TRAIL PROIEDTND. � REDMOND TAPIORT DAT lZONOR) IRRIGATION PLAN EET W }g OF 79 n � O u \ RENTON MUNICIPAL 0 AIRPORT > W o (D IRRHE a }� ° •� —E PERIMETER ROAD asF — — — — N 3 J IBiW_ — — e CITY OF RfHTRI 18 m W RAN a �� EDD P 00 00 o� Q LU LU y U .✓""°°""° oRAwx°v: eds Vta�( A, CITY OF RENTON DESIGN Bv: BE PUNIC WaR° D•pNm•nR 444,W CHE NIP'. NY 1 b'Wurwa%O mCH. NJ ' mmMdw caRsmleiloN iCRIPTKKI DARE 1 11 upolpplakamn BV'. lE I PIPE SCHEDULE POD. WE SCHEOUI£ PIPES ARE i0 BE SIZED ACCORDING M G.P.M. (GALLONS PER MRI GEVAND DOWN ONE FLOW ALOCIGEs ME NOT TO EXCEED S' PER RECORD, SCHEDIJU W P.V.C. WIINUNE IN IAIFIWS G.P.N. PIPE SIZE 0-8 J/V' ,Y - P] , 1/4•' v - 30 1 ,/z" 31 - GO IRRIGATION NOTES 1, THE WORN CONSISTS CF MOMMNG EMSFNG IRWA,CN ZONES TO UxINRMLY WATER AREAS DWURBEO BY CONSTRUCTION PROCESSES. R. CONTRACTOR SHALL USE NEW POP-UP IRRIGATION HEADS MO NOZZLE Mi MOICMCO TRECIPIiAiION RATES i0 WAGON THE "BOND MANUFACTURE AND tt E CURRENRY INUAUXD. 3. CON@MTOR SHALL INCLUDE SWING JOWT ASSENBUES AT ALL NEW HEAD ,OCATIgRS. ♦. D IS INTENDED THAT COTRM,OR MU- GO EXISTING REMOTE CONTROL All G. CONIRAI SHALL VFAIF1' UNTO WATER PRESSURE OF BO P.G. AT IRRIGATION POINT OF CONNEGTON. III OWNER OF ANY DISCREPANCIES PRIOR M COMMENCING WITH MM INSTAWTON. 9, SYSTEM OPERATNG PRESSURE 30-40 P.I. I. CONTRACTOR SCOT- ADJUST EXISTING SEE SHEET 15.06 FOR IRRIGATION SCHEDULE AND LEGEND IRRIGATION SHOWN IS DIAGRAMMATIC, CONTRACTOR MAY TIE INTO EXISTING IRRIGATION LATERAL LINES AND VALVES WHERE FEASIBLE PIPE SCHEDULE ® PM0, RPE SDHEDULE PANES ARE TO BE SM MO%aN0 TO G.P.N. (G410H5 PEP MEV OEYAND / EDOWNME NNE PER VELCCIIIES M£ NOT i0 P.VND 5' PFR & LATER $CXE➢GIE W ^^ P.VC. NVNHXE @ LATERALS G6E 0 - PIPE O0 F P-11 1•' ROAD ® I 12 - 2z 1 1/4.. za — Uo 1 vz., e - OI - W 2:' v DN _ j OQ I IRRIGATION NOTES PVNING AiFAS. TP. ) 1' NRRGNSTS 1TOuEASTGIPoT N ZONES FOIRNLY PLANING AREASO TP. / WATER AREAS DISNRBED BY 9 ® MIS SHED O / CONSMUCRON 2. COMRA7OR "-- USE N E NEW POP—UP MATCHiEDNPRECPSiFY°TON _ZUES WITH Rki TO uAMH ME EXISTING MANUFACTURE AND WPE CURRENRY II J. CONN OR SIULL INCLUDE SWING JOINT \ NURSING WP. g4EMBlES AT ALL NEW HEAD UXANONS. L R y^ \ TRS SHFEi 4. R U INTENDED MAT OTE CDCidt WILL \�7 ® MMJPAIM OR ODN7 TOR SH REMOTE CPVTSI VALVES. , \ 2A / x� MsPURSING IAFAS. 1 W./ 5. COMRACS O SSLL1 VERIFY ISTATICRRIGA WATER IN5 SNFEi PRIMERS OF BD P.S.I. AT IRRIGOTER \ \ T POINT OF CONNDERF NOTIFY OWNER OF CANYOM BSONG SI TES PRIOR TO --- Cou METHANE VIM WPRE PRESSURE O .P 8. P.S.I. OPIXATND PRESSURE SO-SO \ / / G T CONTRA TOR SI ADJUST EXrsnnG 2s4ao 6__ __26aW-- Rn 3 HEAMn LATERRALEUNESS, AND AAS (NATEED II \ LANDSWESLEI PRW ERR-YAND TO UNIFORMLY. B UNWGPE 6FlCIDE WATER ONIfDPNLY. np1, _0 _Rry I II IlN � � `,� .W m SEE SHEET 15.06 FOR IRRIGATION O �\ \ SCHEDULE AND LEGEND ® s L? n was o IRRIGATION SHOWN IS DIAGRAMMATIC. C N CONTRACTOR MAY TIE INTO E%ISNNG G van �i LOGAN AVENUE N IRRIGATION LATERAL LINES AND III ® — — — —� — VALVES WHERE FEASIBLE. ri ram_ aM�l m °^'�W, P 0 IN __ __ _P/V ______________________ �awL F o� —L Mow -- __ VI« �. � , ILI ME Wll® CITY OF RENTON Puem VoMv Deportment APPROIRD FOR WNSiRVC1pN zD' o• zD' aDSME IN CALL B NCRE YOU DIG 1-800-424-55555 CITY OF RENTON DRAunxaw, I5.05 LAKE WASHINGTON LOOP TRAIL VnWEGTw. %ANS_ REDMOND TAP(✓0]WU[61 IRRIGATION PLAN BBruo 16 DES I n CEDAR n RIVER 3 W N_ R/W____2yf00 F5 Q — IRRIGATION SCHEDULE SYMBOL WNMFMRIRER/MOEVDLWRPTION m es ® RENTON I IP m B PAIN BIRD 1806-PBS 5 SERIES MEN?39 30 TURF SPRAY 6$ PCP -VP SPRINKLER VOTH 4 STADIUM I CO-MOlttn WIPER SEER. SIDE AND BOTTOM / INLET. 1/T NET FEMALE THREADED INLET. PRESSURE REGULATING. 9 ®®® WAN BIRD 18061 0 SERIES HER 5 M TURF SPRAY &W POP-UP SPRINKER WITH CO -MOLDED WEER SELL SIDE AND MYRA / O INLET. 1/Y NET FEMME TREADED MLET. PRESSURE REGUUTNO. f b Qom® MIN BIRO 1801 10 SERIES MPH 22 30 m+w : G �C TURF SPRAY 8P POP-UP SPRINKLER WITH 29M] CO -MOLDED WEER SUL SIDE AND BOTTOM - � INLET. 1/Y NET FEMI TIREADEO INI PRESSURE REDUUTMG. T _ @��© MAN BIRD 1886-PBS 12 SERIES MPR I 30 — U� TURF ORWY 8.P PM -UP SPRINKLER WITH 1. THE SPRAY MPER SEAL SPRI AND BOTTOM 1• INLET. 1/Y NET FEMOLE THREADED INLET. Rqqg PRESSURE REWUTING. — —I — 0 T H TURF BED IBDE-PRS 15 SERIES MPR 4 30 J MIN BIRD 1 05- PM -UP SERIES MPR WITH CD-MODED WIPER SEAL BCE AND BOTTOM! IxLET. 1/2' NET FEMALE THREADED INET. PRESSURE REGUunxG. sED FHARLRNEST III W MIN BIRD 1806-PM ADD 2 DOFUNDRI i BBIN, TURF SPMY WSUrHEN POP-UP SPRINKLER WITH CO -MOLDED WIPER EFAL SIRE DED BOTTOM _ (T/�,� �/�y _ HEFT. E R NPf FF1Wf THREADED MLfT — � LOGAN AVENUE N 2D' D'— 20� aR' g p� m ry p PRESSURE REGuunxG. ih n& ffr51 MIN BIRD PRY 6t Ps 15 STRIP SERIES 3 3e SfkE IN TEED TURF SPRAY 8.0 POP-UP SPRINKLER BOTTOM W-MOLDED WIPER SEAL SIDE DED IN=. INLET. E R NPT FEYVE THREADED wL£T. PRESSURE REGVUTHG. RATION SHOWN IS DIAGRAMMATIC. m m m m m WIN BRD IBa6-PRS 15 STRIP SERIES 19 30 TRACTOR MAY TIE INTO EXISTING a.m:T�CV= SHRUB SPRAY BP POP-UP SPRINKLER WITH :ONION LATERAL LINES AND CO -MOLDED WIPER SEAL. SIDE AND BOTTOM /ES WHERE FEASIBLE. INLET. vS NET TEMPLE THREADED INLET. WITH PRESSURE REOVUTNG MACE 000 WIN BIRO 1801 5 SERIES MEN 5 30 u N F SHRUB SPRAY GP PI SPRINKIER RUN PIPE SCHEDULE iNIEi.O1/t 01) NPTERDEAL FEIMPLEE THREAD E) INLET WIN PRESSURE REGUunrvG ONCE. P.V.C. PIPE SCHEDULE ®�®® RAIN BIRD IM6-PRS 10 SERIES NPR 16 30 PIPES ME TO BE SIZED ACCORDING TO 0 T H F SHRUB SPRAY 8$ PM -UP SPRINKLER WITH GYM, (GVLgHI PER MINUTE) DEMAND CO -MOLDED WIPER SUL SIOE AND BOTTOM DONN UNE RUM VELOCfMS ME NOT TO INLET. 1/2' NPT MMVJE UNFRAMED INL£f. WIDE EXCEED 5' PER SECOND. SCHEDULE 40 PRESSURE RECU ATNG DEVICE. P.V.C. MANURE k U1F]VLS G.P.N. PIK SEE 5}l♦90L RFI/DESCRIPTION QQ' 0 - 8 3/41, RAIBIRD PER ' IB 9 - 11 Y' 1-. 1-1/2. Y PLASTIC INDUSTRIAL VALVES. LOW ROW OPERATING CMM ABY, SUCRE 12 - 22 1 1/4" CONFlWRATON. 23 - 30 1 1/2" MRWnOx UTERIL LINE WL SCHEDULE 40 1,178 LE. 31 - 50 Y' IRRIGATION MMNUNE: END YHEOVLE 40 2541 LF, IRRIGATION NOTES _------_ FIRE SLEEVE: CPAC SCHEDULE 40 24C5 LF. vKVE ULLOLR 1. THIS WORK CONSISTS OF MORNING VKVE NUMBER EXISDNG IRRIGATION ZONES TO UNIFORMLY 0 (' VALVE TEOR, WATER AREAS DISTURBED BY CONSTRUCTION PROCESSES. Y- VALVE DOE RU 2. CONTRACTOR SIWL USE NEW POP-UP IRRIGATOR HUM AND NOZZLES WTI MATCHED PREOPITMON RATES TO MATCH n ME EXISTING MANUFACTURE AND TYPE RENTON ON CURRENRY INSTNLED. MVNICEAL y 3. CONE DOR SHALL INCLUDE SWIM JOINT NRPoRT 'yF ASSEMBLES AT NL NEW HEAD LOCATIONS. g PEPoNo v A IT IS INDUCED THAT CONTRACTOR WILL ip RCp UTILIZE UISIING REMOTE CONTROL VMVFS. 5. CONTRACTOR SHALL VERIFY STATE WATER PRESSURE OF W PSI. AT IRRIGATION FRONT OF CORRECTION, NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO COMMENCING Will! WITH INSIALUTION. _ S. SYSTEM OPERATING PRESSURE 30-M PSD. J. CONTRACTOR SHALL ADJUST EXISTING _ IRRIGATION SYSTEM COMPONENTS (SPRAY KEY MAP _ HGM. UTERIL UNIP, AND AS50CMTED 10' 0' 0 20• SLEEVES, FOR AN AUTOPUIC IRRIGATION SYSTEM! TO PROVIDE WATER TO THE AND UNIFORMLY. ENLARGEMENT PLAN SONDE ux6SCAPE mImENILY OG DRAM": GUS Ptak DOWGNGv BIE �I, I CHECKDR: MY PROJMGRI IN 1 sptvx�e fl CITY OF RENTON CITY OF RENTON "IRS w. [;�- [i Public Wono Oapadmm LAKE WASHINGTON LOOP TRAIL PRDJECTNO Feo MDNo. TM.11C AR%ROV X4IRUCTCX �� DATE:IMPRO 9v: m DATE: 2"A*� IRRIGATION PLAN sHERTND_,y OFF WOOD VALVE BOX WER PROOF CONNECTION COLOR GREEN FINISHED OWE LINE SHE PoC GAL VALVE STARCH m TAG 7-7 -III- -Ik-III -I Ie' co1L of WIRE = IRRIGAMN VALVE —III-p —III— PEA PLANS NC SUP-MX W@IG ry it DOWNSTREAM OE VALVE r +IIIBI (EVEN WINNER) n t t I. LL UNUD, UPEDI OF VALVE SCHEDULEMAINLINE VC PVC RUSHING AS REWIRED SCHEDULE $0 PVC MI CONTROL NOTES'. I I lti SNAKE ILL EVE, PIPING IN MUNCHING GE LOSE Y LOOP IN ALL IRIMATON WIRING AT CHANGES IN DIRECTION BREWER THAN DID DEC- NINE AFTER ALL ONNELT016 HAVE BEEN MWL TYPICAL TRENCHING NOT m SCALE POP-UP HEAD NOT TO SCALE NAME BNCKFRL COPPER MEE WIRE WI} (FROM VALVE TO END OF $pff) �1 LATERAL LINE WRING PIPE BEGGING WHERE ELECTRICAL ARM WES NOT SHARE COMMON TRENCH, UVERUGVATE TRENCH 2' MIN, µ0 BNCKiILL WITH SPECIFIED BEOOwc MAIERML LOGTE ALL WIRING NOT IN COMMON TRENCHES ACCURATELY ON WEDGED CABO. OF PAVING OR CURB X dUOEMP OF MULCH -UP SPRAY OR ROTOR HEAD FACTORY PRE ASSEMBLED PR TRIPLE SWING ASSEMBLY POE LATERAL PIPE PVC SCH W TEE M ELL pe RERW STAKE TO MARK 9FEV£ (PANT TOP SPTETY MMIGE) PAVEMENT WI AS SPECIFIED CONTROL WIPE YHEfl. W EVC. 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END VILE CABINET SERVICE OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER ILLUMINATION CONSTRUCTION NOTES- O EXISSAT STTREET WE TO DEMAN. PROTECT DURING CONOR CONSTRUCTCTIO ].EOCATENEXIS�CPER PEOCITY OF ESTRUN SCALENROLESTANDARD NOW4N FOUNDATION PER ROLE SCHEDULE, SHEET ALSO]. REMOVE EXISTING FOUNDATION 24- BELOW GRIOE. FILL AND COMPACT VOID. QCONSTRUCT 1] 1. RELOGIE "CITINDATION G ER CITY OF RENTON STANDARD ROADWAY SCALE ROSE iO NEW PLAN FOUNDATION PER ROLE SCHEDULE, SHEET XR07. REMOVE EXISTING FOUNN➢ON 14' BELOIV GRADE. FILL AND COMPACT VOID, OREMOVE EXISTING STREET LIGHT POLE. REMOVE EXISTING FOUNDATION TO MINIMUM 24' BELOW FINISHED CAERE. FILL AND COMPACT VOID. RETURN POLL N THE Clry OF RENTON SIGNAL MAINTENANCE SHOP. OREMOVE EXISTING JUNCO" BOX. FILL AND COMPACT VOID. INTERCEPT AND EXTEND C0.VOWT TO NEW JUNCTON BOX, ©EXISTING BRIDGE LUMINAIRE AND ROLE ON BRIDGE STRUCTURE TO REMAIN, PROTECT DURING CONSTRUCTION. O] SEE SIGNAL PLANS FOR SERVICE CABINET INSTALLATION AND POWER CONNECTION. CONSO 127.1. FURNISH ANDDINSTION ALL ONE CRY NEW RENTON OW LED STANDARD PLAN DECORATIVE ROADWAY SCALE LIGHT ROLE PER ROLE SCHEDULE SHEET 118.07. Op SPIJCE EXISTING ILLUMINATION CONWCTWS WIW NEW ILLUMINATION CONDIICNRS IN ENLISTING JVNC110N BOX. OREMOVE EXISTING SERVILE CABINET ONCE LIGHTS ARE ON NEW SERVICE, CONTRACTOR TO DISPOSE M MATERIALS. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24 BELOW SURFACE GRADE. FILL AND COMPACT VOID. OCONSTRUCT FOUNDATION PER CITY OP RENTON STANDARD PUN 117.2. NRNISH AND INSTALL DUAL ARM DOWNT1VE LUMINAIRE POLE WITH ONE BOW LED OOMUS FIXTURE AND ONE i0W LED BONUS FIXTURE PER ROLE SCHEDULE. SHEET OB.OT. FE SHEET OR." FOR. ILLUMINATION GENERAL NOTES SEE SHEET fiLL07 FOR. ILLUMINATION ROLE SCHEDULE ILLUMINATION WIRING DIAGRAM SERVICE WEAKER SCHEDULE PDT 020' NSCALE IN FOI CALL BEFORE YOU DIG 1-800-424-55555 CITVOFRENTON wmG Fa.IL8.D1 LAKE WASHINGTON LOOP TRAIL FEUMDND. Tan+�om m1 DATE: Centel ILLUMINATION PLAN EIDETIC. ` OF 79 DROMEv: BVL 60 I C I N y y DESIGN IN: 6YL MS Transpollaim EnglneeOn8 Nor111West c1ECXev: CIB s WIN NT TMDRIS nmmaoN�MvaO l Mon I MAN iimcnimmbe I ONNO NONN IO API NoWa ot�Mli. P.E. BYNNwm FPsxU jy NEW/RELOCAI[ DESFyypg ME JUNCTION BOX TYPE Ilza � NEMA JUNCTION BOX W. SP�ET SCALE LUMINAIRE l lr SCALE LUMINAIRy POIHE WNNAMENPOLfLL --- CONDUDICONDUOTOR '- ® SERVICE CABINET OCONSIRUC90N NOTE OLUMPAIRE POLE NUMBER ILLUMINATION CONSTRUCTION NOTES. IDEXISTING SWEET LIGHT M REMAIN. PROTECT DURING CWISMUCIYON. NDAMON PER CITY OF NE O N3&OCA EXISTINGPEDESTRIAN SCALE POLE To NEPLAN IP]RL FOUNDATION PER POLE SCHEDULE, SHEET IM.07. REMOVE EXSTING FOUNDATION 24' BELOW GRADE. FILL AND COMPACT VOID. FOUNDATION PER CRY OF RENTON STANDARD PLAN �CONSTRUCT 10.1. RELOCATE EXISTING ROADWAY SCALE POLE TO NEW FOUNDATION PER POLE SCHEDULE, SHEET IIB.O]. REMOVE EXISTING FOUNDATION y BELOW GRADE. FILL AND COMPACT VOO. EXISTING SWEET LIGHT POLL REMOVE EXISTING OREMOVE FOUNDATION TO MINIMUM 24' BELOW FINISHED GRADE. FILL AND COMPACT V010. BENRN POLE TO ME CITY OF RENTON SIGNAL MAINTENANCE SHOP. OS FILE AND COMPACT D INTERCEPT EXTENOTION CONDUIT TO NEW JUNCTION BOX.X MILEONBRIDGE STRUCTURE TO O ERXEMMAIN. PROTECT OUTING CONST O] SEE SIGNAL PLANS FOR SERVICE CABINET INSTAWTION AND POWER CONNECTION. OCONSTRUCT FOUNDATION PER CRY W RENTON STANDARD PLAN 117.2. FUFNSH AND INSTALL ONE NEW BOW IEO GOALS DECORATIVE ROADWAY SCALE EIGHT POLE PER POLE SCHEDULE, SHEET ILB.O]. D Op SPLICE EXISTING ILLUMINAIMN CONDUCORS WaH NEW qILLUMINATION CONDUCTORS IN EXLSIING JUNCTION PDX. T REMOVE EXISTING SERVICE CABINET ONCE LIGHTS ARE ON NEW SERVICE. CONTRACTOR TO 05PoSE OF MATERIALS. REMOVE IRZ_h O MIIDYUM OF 24N BELOW SURFACE EXISTI GI LLUANOTLOMPAM GRADE.(m� UcH FOUNDATION L �7. LL CRY II FURNISH AND DECORATIVE IUMINAIRE POSCHEDnXTURE AOW LED (FIXTURE m OOMUWITH PER PoLE ULE, SHEET fIBW. m 0 p SEE SHEET SNOB FOR: • ILLUMINATION GENERAL NOTES SEE SHEET IM07 FOR: POLE SCHEDULE 8 ILLUMINATION LLUMINATION WIRING WAGON SERVICE BREAKER SCHEDULE 20 0M' 40SCALE IN FEET CITY OF RENTON CRY OF RENTON COME IL8. 0' RP PnNDr Works Department LAKE WASHINGTON LOOP TRAIL PAl xo. EEO AIo xO ?•J WQX OR CONSTRUCTION CASE: GATE 3ro/¢/ ILLUMINATION PLAN BHISONO. 57 or 79 \ ILLUMINATION LEGEND T .p E°' HEW/FEUCSA vESCgI¢llOy m0 JUNCTION JUNCTION BOX TYPE I.z.e W ` SIRE JSCALEN BOX ROL[EI 6LA1£ LUMINAIRE SCALE LEMONADE PEDESTRIAN \ PEDESTRIAN NPOLE 1 CONOUIT/CONOUCTOR SERVICE CABINET e c\ \ D O CONSTRUCTION NOTE ° COX' 001'�w"� IRR IRR ! 1 O wnxuxr ro¢ xvM6rR ERE mum Q SS 6 � OR —IRR \4— c. C IRR - _ Z m 3 - - --- - — ---- — - xI FE REMAIN. PROTECT WRING - m ILLUMINATION CONSTRUCTION NOTES R ______ CONSTRUCTION. Ig'iy0_____ m O CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN _ { m U= �� EX R m UNQ1.2 ATIRELOCATE24 EXISTING RAVPEDE. FILL AND C PoLC TO NEW yUS)1 FOUNDATION PER PoLC SCHEDULE. THREE IL°.Ol. REMOVE ENp'IING r FOUNDATION b' BELOW GRAVE. FILL <NO COMPACT VO10, AIRPORT WAY O CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PUN W C �10.1. RELOCATE EXISTING ROADWAY SCALE POLE TO NEW C FWNOAPON PER PoLC SCHEDULE. SHFET IIU.O], REMOVE EXISTING (A FOUNDATION 24' BELOW GRADE.. FILL AND DOMPICi MID. REMOVE STREETr T POLE REVE EXISTING D O FOUNWWNSTING TO MINIMUM 24G'I BELOW FINISHED GRADE. FILL AND — x COMPACT VCHI RETURN ROLE TO ME COY E RENTON SIGNAL MAINTENANCE SHOP. (JI O REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT MID. o IMERCEPI AND EXTEND DOE TO NEW JUNCTION BOX. ©EXISTING BRIDGE LUMINAIRE AND POLE ON BRIDE STRUCTURE TO MERGE PROTECT DURING CONSTRUCTION. 1 _ 1 O POWER CONK U FOR SERVICE CABINET INSIALU90.V AND O CTION CONSTRUCT O o0�5M RSHADN5fONOOVLTTAOMVS PUN FURNISH FOUNDATION NE EW ROCOECORATJVE ROADWAY SCALE LIGHT ROLE PER ABLE SCHEDULE, _____9�____________________. __ SHEET ILB. W. ______�Wy_____— o - 7M EX Og BELIEF fXASIING ILLUMINATION COHWCIORS MAIM NEW ILLUMINATION LONOVLlORS IN EXISTING JUNCTION ISM. QREMOVE EXISTING SERVICE CABINET ONCE OUNCES ARE W NEW ERVILE. CONTRACTOR TO DISROBE OF MATERIALS. REMOVE EXISTINL FOUNWIION TO A MINIMUM Of 24' FLOW SURFACE RAF. FILL AND CHARADE VO10. CONSTRUCT FOUNDATION PER CITY OF RENTON SEANOAFO PUN 117.1. O POIL WITFURNISH EWE RAN INSTALL UR) BONDS FOXlURC AND HTIVE ONE NOW LEOE 51 BONDS MERGE PER ABLE SCHEDULE. SHEET BABY. SEE SHEET IM06 FOR: ILLUMINATION GENERAL NOTES SEE SHEET REST FOR. ILLUMINATION POLE SCHEDULE • ILLUMINATION WIRING WRAM n1 D SERVILE ARGUE SCHEDULE P �n mm O------------------- m Q F w � N W Z O J A 2 U H Q =2 T T wR-- - - - - - — e �p 0 0 W IN LEFT CALL BEFORE YOU DIG 1-800-424-55555 ,•�REG 'T' DRAWE R: ow T E N W CITY OF RENTON aTv OF flENTON °^"�HGN L 8. Q3 DERMONBe BEAMS PuMm WXn. Droe•A"•m LAKE WASHINGTON LOOP TRAIL 6 TlanspWation ENineenDg NcIihWe°t FEDAIDXO. *�T E cxEatBY: C1B C c(WEV Nqi FORCpI6MUCilp1 WI2ryM1 Ems. PWIMOP: CM/EMS N$ Ilms[mm X Nu1 R'4'O R: MILeeR RBvaIDxD�cRlrnpx APR.mmm D2/IS/21 ° con et[[3 wsm :I_ DATB:7AIC?( ILLUMINATION PLAN SHIFTING. 9A OPT RENTON MUNICIPAL AIRPORT � �W PERIME — 1 B I 11 I R 55 5S 55 4 c ERG IRq IRq IRR ERR CAR& IRR IRR �� i1� _L1i90_ Lt00 _COY_ IX R _ _AIRPORT WAY 5 1 W _ L r C I \ ILLUMINATION LEGEND Fd" NEW/RELOCII LODSCR 2gN O mo JUNCTION BOX BOO TYPE r.z.e NEMA JUNCTION RENTON MUNICIPAL AIRPORT NEw NGx O ~x STREET SCALE LYMIHAIRE SCREE! AND PEDESTROM SCALE LE PIFC POLE PoE ` \ PEDESTRIAN SCALE LUMINAIBE ROLE nNO WAfRECOR O v� D ® CONSTRUCTION `\ O Y�Y x� w O C MINIUR POLSERVICE E E O WYINPIRE POI£ NYMBFF E PERIMETER RD _ —I Z 1 AIRPORT WAY 1 4 ENTON MUNICIPAL AIRPOR x� 1 4 Im m 03 AIRPORT WAY — — — — — — — — r m 1 1 — 6_ r e 19TENW N by".iq� DRUMM aw DESIMIDY: RM s Transportation Engineenng Northwest 9 / CESCADV: C1B 5 MDR. ii nvmalolMnvsn uDnpn lWl WOe IO%cwmem F��i C1B S mn.wle Iorcu.lusl tnbTaT HIWFR REV6IN DIVEH H DY APR. MM 02/19/21 PPV OJC ¢swm .l CITY OF RENTON Puenc Wort. Department APPROVED N CONSTRICTION BY TE,*If/t/ ILLUMINATION CONSTRUCTION NOTES: O COMS RGG STREET LIGHT ED REMAIN. PROTECT WRING ON. CONSTRUCTRELOCATE USERS PEDESTMLH SCALE FEET TO STANDARD FOUNDATION PER POLE SCHEDULE, SHEET RUEO]. REMOVE COSTING FOUNDATION 34- BELOW WADE. FILL AND COMPACT MID. OS IG]1. SraRELOCATE EXISTING UCT FOUNDATION EROAO AY SCALE POLER CITY OF RESTON iAOG NEW ARD LAN FOUNDATION PER POLE SCHEOUE, SHEET GEHL. REMOVE EXISTING FOUNDATION 24' BELOW GRADE FILL AND COMPACT VOID. O HOVE EARNINGEARNINGSTREET LINE POLE. REMOVE EOISNNC FOUNDATION W MINIMUM a' BELOW FINISHED GRADE. FILL AND COMPACT VO10, RETURN POE TO THE CITY OF RENTON SIGNAL CO INTENAGE SHOP. OAND COMPACT M INTERCEPTXAND EXTENDMCONDUIT TOREMOVE I JUNCON X.L NEW JUNCTION BOX.G © REMAIN. PROTECT LOURING CONSJRUCTION" BR106C STRULiCE i0 O SEC SIGNAL PUNS FOR SERVICE CABINET INSTALLATION AND POWER CONNECTION. O CONSTRUCT. FISXV ANONINSTALL ESC EW BOW LSTANDARD D GEN 5 �N DECORATIVE ROADWAY SCALE LINT POE PER POLE SCHEDULE, SHECT U.S.07. VOICE O EXISTING GEXTJRS TTH NEW LLARNAi1ON COND TORS IN SDNGUNCION BOX OREMOVE EXISTING SERVICE CABINET ONCE LIGHTS ARE ON NEW SERVICE, CONTRACTOR TO DISPOSE OF MATERIALS. REMOVE CXIS9G FOUNDATION TO A MINIMUM W EY BELOW SURFACE WADE. FILL AND COMPACT MID. CNSTRCT FOUNDATION PER CITY W RENTON SiAN0AR0 PLAN 11 II7.1. TURNER AND INSTALL DUAL ARSE DECORATIVE LUMMURE OEMUU WITH XTURE PER LED ME SCHEDULE, SHEET ViI R). 40W LED SEE SHEET OEM TN: • ILLUMINATION GENERAL NOTES SEE SHEET HIL07 PW: ILLUMINATOR ME SCHEOUE ILLUMINATION WIRING DUGGAN • SERVICE BREAKER SCHEME z0' 4O SALE IN FEEL CALL BEFORE YOU DIG 1-800-424-55555 CITY OF RENTON omwIGG. I18.04 LAKE WASHINGTON LOOP TRAIL PW'IECTNO—SIGN FEDRIONO. TAR GUT j DATE: GRANT ILLUMINATION PLAN SHOEING. q W79 WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM #g FIBER COMM. PULL WIRE EQUIP. ORD •• CONDUIT FILL ALLOW FILL ZSX) ALLOW FILL (40%) EX. NEW EX. NEW U. NEW U. NEW 1 3c SCH 40 PVC 3 1 0.I7 O.B9 E` SCH 40 PVC 3 1 0.17 On T SCH 40 PVC SPARE 1 2" SCH SO PVC Z 1 0.17 OBW 3 Y SCH 80 PVC SPARE 1 4 ]' AGO 11 0.17 0.89 5 3" EX ROSS 3 1 0.17 1.39 Y SCH 80 PVC SPARES 1 OJS 6 9' SCH 80 PVC SPARES O.]S Y SCH RO PVC 1 1 0.44 0J5 T 1' SCN 80 PVC BPARE• 1 --- 675 --- • SPARE CONONi FOR FUTURE FIBER CONNECTOR. •• EQUIPMENT GROUND SIZE SMALL BE EQUAL TO OR LUMBER TMAN TINE LARGEST WIRE SIZE IN ME CONDUIT. DRAWN Br: BK (%M I CIN VV DESIGxev Bm. S Tronsportation Engineering NWhWwt CMECKBY: CM/EMS relQaw�IA•mniaOwMM PROIMGR; CIE/Ems IIM SE 6M o bbt. SUNN, bcWVVE WE WON ICk*ViLl6n-119 CITY OF RENTON Public WmLa DeporMml BY. DATE: $//A/ ILLUMINATION LEGEND LX xEwM PCSFIDOtl me IS JUNCTION BOX iI.z.fi NEW JUNCTION Box STREET SCAR wmmlRE ]fix SCALE LVMINIIREE POOLEx WMIARENPoSLCELE —CONDUTTICONOUCTOR n ® SERVICE CABINET OCONSTRUCTION NOTE OWMIN<IRC POI£ NUMBER ILLUMINATION CONSTRUCTI OEXISTING STREET LIGHT i0 REMAIN. PROTECT DURING CONSTRUCTION. OE CONSTRUCT0RCATTENEXIISTGMING PEDEESTRIAN SCALF ROLEF RENTON TOSTANDARD PLAN FOUNDATION PER POLE SCHEDULE, SHEET ILB.OZ. REMOVE EXISTING FOUNDATION 14' BELOW GRIOE. FILL AND COMPACT MD. �CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLd 10. 1. RELOCATE EXISTING ROADWAY SCALE POLE TO NEW FOUNDATION PER ROLE SCHEDULE, SHEET 11,807. REMOVE EXISTING FOUNDATION 14' BELOW GRADE. FILL AND COMPACT VOID. OREMOVE EXITING STREET UNIT POLE. REMOVE EXISTING FOUNDATION TO MINIMUM 24' BELOW FINISHED GRADE. RU AND COMPACT MD. RETURN RULE i0 THE ON OF RENTON SIGNAL MAINTENANCE SHOP. O BELIEVE "WING UT0. INTERCEPT AND MENOONUIT TO NEW JUNCTION BOX. O © EXISTING PROTTECTLDURINGR CONSTRUCTION. BRIDGE STRUCTURE N C O SEE RGCDAONNEL PLANS FOR SERVICE CABINET INSTALLATION AND m OCONSTRUCT FOUNDATION PER ON' Of RENTON STANDARD PLAN IIJ. 1. FURNISH AND INSTALL ONE NEW BOW LED REMUS (n DECORATIVE ROADWAY SCALE LIGM POLE PER POLE SCHEDULE. m SHEET ILEF7.. m O9 SPLICE EXISTING ILLUMINATION COMAICTORS WON NEW ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX. OG O REMOVE EXITING SERVICE CABINET ONCE LIGHTS ARE ON NEW L7 SERVICE. CONTRACTOR i0 DISPOSE OF MATERIALS. REMOVE EXISTING FOUNDATION TO A MINIMUM OF E4' BELOW SURFACE GRADE. FILL AND COMPACT VOID. r CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN b O ROLE WITH 117.1. HONE H AND INSTALL AN BOWLEDDOWS LABU FIXTURE DECORATIVE I E AND ONE 4OWLED DO DO GENUS FIXTURE PER ROLE SCHEDULE SHOT hil SCE SHEET &Z.06 FOR: • ILLUMINATION GENERAL NOTES SEE SHEET IM07 FOR: ILLUMINATION POLE SCHEDULE ILLUMINATION WIRING DIAGRAM SERVICE BREAKER SCHEDULE zD' sD' lD' SCALE IN fli CITY OF RENTON crAwNallo. I LH.O5 LAKE WASHINGTON LOOP TRAIL D' —''TIMMO TODAUND r DATE:(WREN ILLUMINATION PLAN BINETNO. � or 79 k K GENERALNOTES I. THE LOCATIONI OF ALL CONDUIT, JUNCTION BOXES, AND CASINER SHOWN ON THIS PUN ARE APPROXIMATE ONLY. FINAL LOCAnON SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN NNE FIELD BY THE ENGINEER. 2 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS, AND WSOOT STANDARDS AND SPECIf14IN)NS. CURRENT EDITION. 3. THE LOCATIONS M FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. ]TIE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON NR MATERIALS APPROVAL AT ME EARLIEST POSSIBLE DATE. 1 ALL WALK SHALL BE CONSISTENT WITH UNUTY AGENCY BEQUIREMEMS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY EI AGENCIES AS HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES e. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTTNG UTRRIES. ME CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY M RENTON IMMEDIATELY UPON DAMAGE. I. POLE FOUNDATIONS SHALL HOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. B. ME CONTRACTOR SMALL USE TRENCHING METHOD PER UTILITY TRENCH DETAIL ON SHEET C3.07. WIRING SCHEDULE 0 RACEWAY CONDUIT SIZE ILLUM /B F COMM.IBER PULL WIRE EQUIP. GRO MP CONDUIT FILL ALLOW FILL (269) ALLOW FILL (LOX) EX. NEW EX. NEW EX. NEW U. NEW 1' SOX 40 PVC 1 1 0.17 0.89 00 PVC 4 1 0..I7 A89 C 4 1 0.17 0.89 SPARE S 1 1 0.17 0.89 ' EXRC 1 1 0.17 L39 VC SPARC I OJS S 1 PVC SPARS I 0J3 0.Y 0.I3 VC SPARP I 0.]3 • SPARE CONDUIT FOR FUTURE FlXR CONNECTION. ' EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN ME LARGEST WIRE SIZE IN THE CONDUIT. ILLUMINATION LEGEND gx N rvnnn. a .v pESORIg1ON Lu I me JUNCTION BOX TYPE I,2,8 F NEMA JUNCTION BOX SCALE LUMINAIRE STREET LE SR SIRFPoEN CWARE UUMIWYI ROLELL — CONDULACONOUCTOR I. ® SERVICE "GINO OCONSTRUCTION NOTE OLUMINAIRE ROLE NUMBER ILLUMINATION CONSTRUCTION NOTES: EXISTING STREET LIGHT TO REMAIN. PROTECT DURING 1 CONSTRUCTION. 1CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 1173 RELOCATE EXISTING PEDESTRIAN SCALE ROLE TO NEW FOUNDATION PER FOIL SCHEDULE, SHEET RX.07. REMOVE EXISTING FOUNDATION IA' BELOW GRADE. FILL AND COMPACT ROD. OO 1°]SRFELOG2 EXISTINPER ROADW V SCALE RENTON AM ANEW�N FOUNDATION PER Po SCHEDULE, SHEET 10.07.. REMOVE EXISTING FOUNDATION L' BELOW GRADE. FILL AND COMPACT VOID. OREMOVE EXISTING STREET LIGHT POLL REMOVE EXISTING FOUNDATION TO MINIMUM 41" BELOW FINISHED GRAM. FILL AND COMPACT V010. RETURN ROLE IO THE CITY OF REMON SIGNAL MAINTENANCE SHOP, OO NTEREXINDEEOTIC�iTDCOMPACT VOID. ICPTAXTNONFILL AND BOX. OEROGI BRIDGE LUMINAIRE AND POLE ON BRIDGE STRUCTURE TO REMAIN. PROTECT DURING CONSTRUCTION. SEE SIGNAL PLANS T FORSERVICE CABINET INSTALLATION AND POWER CONNECTION. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PUN I].i FURNISH AND INSTALL ONE NEW BOW LED DOI DECORATIVE ROADWAY SCALE LIGHT FOIL PER ROLE SCHEDULE, SHEET J. Og SPLICE EXISTING ILLUMINATION CONDUCTORS WITH NEW ILLUMINAPON CONDUCTORS IN EXISTING JUNCTION SOX. f0 SERVICE ECONTRRAACSTOR TO DRPoSE OF MATER LIGHTS ARE pREMOVENEW EXISTING FOUNDATION TO A MINIMUM OF 41" BELOW SURFACE GRAM. FILL AND COMPACT V010. CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 11 111. 1. FURNSH AND INSTALL DI ARM DECORATIVE LUMINAIRE POI£ WISH ONE BOW LED "US FIXTURE AND ONE IOW LED OOMUS FIXTURE PER FOIE SCHEDULE SHEET IUII SEE SHEET ;18.07 MR. CALIBRATION POLE SCHEDULE ILLUMINATION WRONG DIAGRAM SERVICE SMAKER SCHEDULE 0 0 20 AD SCALE IN DIAMONDS. Bu T E N W� CITY OF SEXTON CITY OF SEXTON Q. L8.06 DESM ERS eIt s TraQSI3odefion Engineeing NoMlWest ` P°el''=W°'IS Dwanme�l LAKE WASHINGTON LOOP TRAIL o.T�ss.Ga DI'FLI(BY: CIB 5 I R FBwEc nmvnstn Mom, I •M�IW Ii�wtleQwB+n dwsmucirox DATE: �_ PROPOSAL MYNA II B IOmce1651 ro1b]N / eeN"ol FmTJF�l+,I PL. Bv. wre: �Q/ ILLUMINATION PLAN TNO.dLM� ILLUMINATION WIRING DIAGRAM TO SERVICE LASINEr N ON NE CORNER OF R) IMPT luDrz SECT0ND .OPT A EX EX IX IX ER M M OR CY O O OR EX 2 E OR OR Of a 0 ER SERVICE /! I8 soo AIRPORT WAY LOOAN AVEMANOR ® 94 fS SERVICE (2 si AIRPo.Pr WIY Su A AVE ® flSHAULCKAVE 5 3 O TRACK I a SERVICE /1 NRPUm WAY RAINIER ARE RAINIER AVE CALL BEFORE YOU DIG 1-800-424-55555 ORWN wow "' T E N W � CITY OF RENTON CITY OF RENTON D�morm L8..07 DIXiMBr. ex s Prrne� won. D�anmem LAKE WASHINGTON LOOP TRAIL iransporlotion Engirieeling NOMrWesS o. [� cxFLKBV: C1B S�Ne:U �w®e�l reryvmbm MPROVFD Fqi AWSIgLGrwNDAYS P`{M PIV_VMM: C1B S Ir .w fav110Mw INLI MA+En SHEENNo wLeEx REV9IMDESORRRICN Dv AM, DATE Oz/I$/n irw,°.`nFN'i°a er. /�/ ILLUMINATION PLAN xo.�oF� pLUMAW31Ux PoIFSMWIE WM srRFEr srnrlav asar• LE pr MGIM. ryM SLLM1M1YF/ WdJJgBE pppOWgYWM � IEOE51g1µtUM1.1WFE n➢E asE rOMMem PotExD. r DE opcMR /rWF YflFTiF -wsmmwroX 1 MIMFAAVF IX IX IX IX IX IX FXIfIMBLUMMWWENPEIMIN �� NMrFPFK IX IX IXISIIIYOLUMINOMEMflEMPM. Np�. O3 wxlwnVF IX IX SERVICE IX IX FmnNS WMlxalpFmpFMAM < AIRPORT WAY EX IX X IX EX IX IX IX IX IX IX6JINGfIIMIXRIpERIgFMgIN. Fes. LLXVW 3 NRNgIWAY EX IX' X IX E% IX IX IX6JMftILMMNMERIFEWIN. SfpN�E 6. NRPoRIWAY EY IX X IX EX IX IN IX IXRliNitILMML9MERIFENRM. LLR�m 1 NflPoMWAY IX IX X IX EX IX IX IX IXmIN6tIMNTNME iO MMRIN. LLEN 8 AIRPORT WAY IX IX X IX IX IX IX MEND NPAII?WAY IX 9 X IX IX IX IXISPNftVIAMWFE RI FEMNM ONPPoFIWFY IX YXY# IX' IX FXISTNGLVIMNLIRENflE1MIN 101 EN YPN¢ EN 13 OIflPoRIWAY IN IX X IX FX IX IX IX IX ILMIXMM iU REMAIN. SERVICE 13 AIRPORT WAY IX IX' X IX Ef fN IX IX IX SERVICE MRNIRENpEM01N. OSERVICE Y MIX R61M6L O ULL 33�JH3 12,01 X 3SO' 1LLO' 3b 1Dl1EU CYQQYF MFII1p�tK-.MF� - NIND %rUPL4YL1J.1. NflYPoLEFHAII MJr ILLUMP "" INCYVDEPEUES�PIPNSGLEWMINNRE. OLX[YtlE 3N9s5 l0O' X 3SO' l00' 3w 19]IfO CRMY W'MM�NNm� FIXFO SroPIdN11J.1. NEW PotE51N IIfUMR SERVICE /i BREAKER SCHEDULE AIRPORT WAY/SHATTUCK AVE GRCUIi BREdXER IMIX 3P-100 AMP $I4W.AL IP-6O IMP ILLVM A N-ZO AMP MW ILLVM B IP-MI AMP ILLVY C (SPARE) 2P-EO AMP SERVICE /(2 BREAKER SCHEDULE AIRPORT WAY/LOGAN AVE GFLVIi BREPXEP COmdCRAp MAIN TP-IM AMP --- SWIAL iM1fiO AMP ILLVM • TP-1O AMP SO AMP ILLVM B 3P-3O AMP !O AMP ILLUY C (SPARE) TP-1O AMP JO AMP t-1 d 4 PUSNBUIIONS. CAP HOLES WITH CITY APPROVED MOR00 AS NECESSARY. INSTALL TWO NEW An PIKNBUTIONS WITH AUDIBLE VOICE MESSAGING ON SIGNAL POLE. ONE PVSNBViION SHALL FEWER SOURCE FOR ME NEW SERVICE CABINET 15 A NEW JVNCT(ON BOX i0 BC INSTALLED BY PSE STREET LIGHTING ON THE FACE FAST, PARALLEL TO CROSSWALK. ONE PUSHBUTTON SHALL FACE NORTH, PARALLEL TO CROSSWALK. OS N WHWEST CORNER OF SHATTUCK AYE S AND 5 TYLLKUM ST. SEE SHEET T59.03 FOR ADDITIONAL OEIAILS. CONTRACTOR p. 0' ffi 00' SHALL COORDINATE WITH PSE STREET WONTING FOR POWER SOURCE CONNECTION INCLUDING COMPLETING ALL O5 EXISTING WST ARM POLE AND ASSOCIATED UNGUENT TO REMAIN UNLESS OTHERWISE NOTED. INSTALL ONE NEW RIO-ISORNO SIGN, ONE NEW VIDEO DETECTION CAMERA, ONE FAIR DETECTION FORMS/APMKAVONS AND PAYMENT OF ALL ASSOCATED FEES. ME CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS CAMERA. ONE NEW OPTICOM OPS ANTENNA, AND ONE NEW OPTICOM 721 IN PRE FNPT DETECTOR ON EXISTING MAST ARM. INSTALL ONE NEW BICYCLE SIGNAL HEAD 121OUS2, ONE MR TO THE FEWER SOURCE. PSE STREET LIGHTING SMALL MAKE ME FINAL CONNECTION TO THE ROWER SOURCE SCALE IN $UT DETECTION CAMERA, AND ONE NEW R10-106 SIGN ON SIGNAL POLO INSTALL ONE NEW VIDEO DETECTION CAMERA ON EXISTING LUMINAWE ARM FOR NORTHBOUND APPROACH. REMOVE UISUN6 E PUSHBUTTON, CAP HOLE WITH CITY APPROVED METHOD AS NECESSARY. INSTALL E NEW An REDEFINING PUSHBUTTON ON MORAL POLE. PUSHBUTTON SMALL FACE WEST, PARALLEL TO O REMOVE EXISTING CONTROLLER CABINET AND FOUNWTNN. SALVAGE EQUIPMENT AND RETURN TO THE CITY OF RENTON SIGNAL I CALL BEFORE YOU DIG 1-800-424-55555 CROAWALK MAINTENANCE SHOP. COMPACT AND FILL ANY VOIDS. ��q,r. ORAYDN�ELD.T59.01 By DNL P T E W®o C BY wP imluportaiion EnginNg ortM1Wesi ITY OF RENTON CITY OF RENTON PwuECTxo (t OssIGx Poem wP.x. D.Pa•emWn LAKE WASHINGTON LOOP TRAIL y eerinNT f6CUC1q. CHWKBV: CN MS MWNI GUNp IWMIFF FLPxl a OPMa 5 Tl�y-S¢ PRONGED: cm Ns II"S[WHs�,SuM IOIWzBONweMT 0O114iR1lLTOX TRAFFIC SIGNAL PLAN eEr oarmzl REYALONDESCRIPTION BY APP. DATE Dz/TB/zT "°NTH T`""¢:Ps�'PE RY' as °"�'4��P AIRPORT WAY S/SHATTUCK AVE S RO�3-off I J—_ mmll ®I .m011, m EggElWTN OUNO REVNER ONO NO PWR MV Ism 3 �o um um RJJ MAIM m m DL MIA Go m m DO mom � Ell CM C m�© Am ME POWER SOURCE CONDUIT RUN DETAILS rr EW OMROIIER CAPIHEI NCW SERVICE GSINEf IS11N8 TYPE 8 UNCTION sox 3-SERVICE POWER /z—�A\ AIRPORT WAY 5 (NEW) tl I I Q 3-SERVICE POWER /3 V (NEW) O I k I 2 I H EX POWER POLE NEW LLLED B LID STREET UNCTION (INSTALLED BY PSE STREET L 5 TILLICUM ST CONTROLLER CONTROLLER CABINET NI SER c m EX POLE 5 G JR Ex JB EX POLE 4 SIGMAL PER r-x cx rx .Ie sW3 3LEx is AIRPORT WAY/SHATTUCK AVE PHASING DIAGRAM (EX TO REWIN EXCEPT AS NOTED) i /6 /3 NOT LOOP NOT1LEON e) /4 /6 roc-EMPr A _ 02 a /S. OLD(NA) 6 06. 00 = 04 D= 8 NOTE: V16 3.4ALl. NOT 8E ACTIVATED WITH OLc. NOr N SCAIF � I 6 � 11/IXB wlRz z ayOLcz z a u W AIRPORT WAY S s/mcr zr 3 ruvuwzuN wmRr xur sxuWn FIR LOWWRE �4 EX POLE 3 EX JR 2 TO NPRES ♦+ s mtew s+ �� L-vwm xLW CALL BEFORE YOU OIG 1-800-424-55555 °114VA1 �` BX` TENW CITY OF RENTON CITY OF RENTON P�ECTNO. S�'O2 oRslox ev: irons nation En Norm West P�Nr�ww. ).PaNmm+ LAKE WASHINGTON LOOP TRAIL Eeo uo w. TAw6m xA ev: CIB u5 PO gingering �O uwwn vprvunpl cbpn lNlmMp P�ln tywMe APPROVE)FOR CONSTNGMIN DATE: OLW2I +ri'p:"✓ EwR cre Ilm:Ise. I.>wixm uuenn, low 1sN.r., TRAFFIC SIGNAL WIRING DIAGRAM xurwee REnsxm DEsrnlm)x sr APP. DATE Dz/Is/zl P .M, Pmm4�sb�..a sv:A vATe: SI �s/ AIRPORT WAY&/SHATTUCK AVE S 9XEEr xa .(i4 oP� ToPMEI SIGNALLARM AIC HMB MIW PoLECRINATION ANGR(POA) FROM TOOPOM� NE POLE ORIENTATION AND ATTACHMENT POINT DETAIL NOTES: Oj MOUNTING COUPLING INSTAIIEO AT OFFSET OISUNCE INDICATED IN CHART. IF TYPE •N' DAUNTING IS USED, DRILL 1' IRA HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CARS ENTRANCE. ONICE INSTALLED. O3 DECORATIVE ARM OTHE CONTRACTOR SHALL MAINTAIN 10' MAX HORIZONTAL CLEARANCE BSINEEN FACE OF CURB AND FACE OF PUSHBURON. THE CLEARANCE SHALL BE VERIFIED OF ME ENGINEER IN WE FEW PRIOR TO CONSTRUCTION OF FOUNDATION. a T b 1 WEIp VEHICLE STIAN�ARD D 2 2 VNIPAL E 1 2 BT B1 B2 BB 64 G e 2 b b B9 B B B10 B a EXAMPLE SIGNAL IS RYAs'aas[cu STANDARD N0. 2, ROAD SIGNAL STANDARD A LOG q, MP R00 _ _ ROAD LOG 4-1/2'TREO ixe uorsecmnw. (O.tahT TPPERI WAL % 9 0 1 S 2 T/<lsI In M, IF Lane I '6��TT X X X % 03 01 .09u'w NUMBERS SHALL BE A MILE POST p MINIMUM OF 3/8' HIGH BASE PLATE DETAIL WATCHARYIRYING OR MACKL OUSE SPECIAL l LEGEND o. V.nInH venal Head A Sign a SInN Name Agri d. Pre-Empl AHaler IX Vldeo Reflection Coming I. lummnos g. Pedoomon Slgnol Head n. Cabinet L Pedestrian Push III Assembly I. Handleao rw"I ar m..... ..... Vr. W.e. .�.....�.�..,......�.. CURB OR EDGE OF SHOULDER TYPE II TYPE III TYPE IV TYPEV MAST ARM COMBINATION UGHTING STRAIN ROLE COMBINATON LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SO SIGNALSTANDARD ROLE STANDARD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART AIRPORT WAY & SHATTUCK AVE ONLY 0° A roan AIM[s POLO) FDUxvrcN E mmnwr pypyGI STATZAIL=wnUCK A n EX xP EX I Ex EXISTING 2 CYCIE TRACK 16428.5 11.G'X 1 ]0 ]0 ]0 FINN PER UJ-21110 3 AIRPORT IX EX x ar IX 1/ EX EX 3 IS 32S IBM 26.6 .3 IX 15.5 11.E ].3 1055 n EX Of EX EX EX 2]0 EX EK EX MINING < SHATTUCK EX EX X 0' EX 11 EK EX EX Of x IX E% EX EX EX EX 0 2ID EX EX EX EXISTING EX X 0' EX 1 EX EX EX A0 EX IA5 .3 3S5 LS 665 EX EX 90 FX EX 90 EX EX Be EXISTING 6 SHATTUCK IX EX X EXI EX EXISTING SIGNAL STANDARD DETAIL CHART NOTES (1) EXISTING WST ARM WINDLOAD WAS CALCULATED TO BE 1060 M. ME PROPoSEO MNOLWO IN THE FINAL CONDITION IS 1055 FN WHICH IS LESS THAN THE EXISTING MNDIAAD ON ME SIGNAL POLE THEREFORE, ME MAST ARM POLE AND EXISTING FOUNDATION CAN ACCOMMOOAIE ME PROPOSED IMPROVEMENTS. (2) HELD WELD NEW TENON. (3) MAST ARM LENGTH INCLUDES INSTALLED MAST ARM EXTENSION. E0. V CITY OF RENTON CITY OF RENTON DMWIHG NO. I JLt. V J D� Esmx9v: Rs TronspoNoM1on Engineering NoMlWes1 Paem worn. Owo.<m.ne LAKE WASHINGTON LOOP TRAIL °n0'F0T°O °NB° F1%BV: cuitabs Dxo. PROMMGR: cre s �m l Golan I lN¢iI etyS"A ms IIma1En lS eeWnie.WAt lOC61xe°wm °��"Ola,"„e",.„,�; APPROYTD FOR CONSTRUCTIONDATE TRAFFIC SIGNAL POLE CHART wxzrel "'" S" pA,e q�AALY AIRPORT WAY S/SHATTUCK AVE S �� �� ©CI6:ilfJLl3'u' 13JL'L'iL:fClvfa'iCl�f�f �BiiCllil©CC"l>J WtiHJLltiiIiJCLLSL:fCL'i �l�Y'L$.iLla rim®® ©®mmmmmmmmo�ommmmmmmmmommmma®ma Qf�mm_m_m_m_m_m_m_om_o_m_mm_m_m_m_m_m_m_om_m_m_mn®® ®m_m_m_m_m_m_m_m_©_m_©mmmmmmmmmommm�®® n�mmmmmmmmmmmmm©mmmmmmmomm�®ms o®mom000mommmm©mmmmmmmmommma®� ®mmmmommm©m®mmmmmmmmmommmma®® �mmmmmmmmmmmm©mmmmmmmommm�® mom©m_©_o_o_m_©_©_m_®mmmmommmmommm�®� m�momomom©mmmmmmmmmmmmmommmam�® mom©momomommmmmmmmmmmmmomm®gym m�momommmommmmmmmmmmmmmomm��® m�momnmmmommmmmmmmmmmmmomm��® m_mmmmmmmmmmmmmmmmmmmmmmmo®®®I + EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN ME COUNT. ++ OTHER EXISTING CONOUIT/COMMICIOM AY BE PRESENT. I© ® U R[YOY[.33 EN :21.II :!I/M6. !2/pB HEAR NO. )HAVEN :TES/o4 v/OuEX " ALL VEHICLE HEADS SMALL HAVE 12' LENSES AND TYPE M MOUNTS (CONNECTED BETWEEN ME RED AND YELLOW SIGNAL FACES). ALL NEW AND EXISTING VEHICLE HEAD RACRPUTES SHALL HAVE 1' RETROBEFIECTIVE SALKPUTE TAPE. LIGHT EMIIDNG OIOOE (LED) LIGHT SOURCES ARE REQUIRED FOR ALL VEHICLE AND PEDESTRIAN DISPLAYS. ILL PEDESTRIAN HEADS SMALL BE CWNEWWN-TYPE. ALL PEDESTRIAN HEADS ON TYPE 11 OR III POLLS WALL USE TYPE E CLLYSHELL MOUNTS. PEOESIMAN HUGS ON TYPE PS POLES SHALL DEC TYPE C TOP MOUNT AND ON TYPE I POLES SHALL USE TYPE B MOSr LEGEND EXIST mom NEWAELOCATED m 0 DESCRIPTION BOX TYPE L2.B (JUNCION WKIPFESId"SSIANIWAVE b y VEHICLE SIGNAL HEAD -NO PEDESTRIAN SIGNAL HUD TYPE PPB/PS/I PoLF �-10-� vy.\� SIGNAL POLE TYPE IS SIGNAL MILE TYPE II OLOOP DETECTOR 1 PEDESTRIAN PUSHBUTTON MAST AFM/PoLF y MOUNTED SIGN CPS GROWN -11+ VIDEO DETECTION CAMERA -441e PIZ CAMERA ----- ----- CONWT/CONDUCTOR ® ITT CONTROLLER CABINET ER SERVCE CABINET SIGN NOTE O CONSTRUCTION NO2 O SIGNAL PMF NUMBER AIRPORT WAY/LOGAN AVE L I OLB OLB NOT USED jNOT USED NOT USED NOT USED PRE-EMPT p-01 R/3 8=12 C=I3 D =Nor USED NORTHWEST QUADRANT 1. CONTRACTOR WALL CHECK FOR OVERHEAD VERTICAL CLEARANCE REQUIREMENTS PER SHEET TS9.02 AND TOROS FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR ,0 POURING OF FOUNDATION. 2. ALL COUNTEDSONAL AND PEDESTRIAN HEADS AND PUSH BUTTONS WALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. !. �J LULWENCH BOXESSHALL L BE PLACED OUTSIDEOF EPApVIEEMNESNTµSUURiFIAACCEAApNpD��WiHEEEELCHHAAIIR GAMES ryUNNLLESS OTHERWISE INSTRUCTED BY ME ENGINEER. A RENTON STANDRD SPECIFKAiMNS NANO OEiIILSS SHALL BE LONSIOEREO PAR, OFITXIS CONTRACT. C REACTOR SipH0AF0 SPECIFICATIONS AND OETAIIS. THE CURRENT EDITION Of THE CITY OF S ME LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SMALL BE VERIFIED IN ME FIELD BY ME CONTRACTOR AS NECESSARY, 6. THE CONTRACTOR SHALL p ryS��UBiMIITT A REQUEST TOMEINSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. Z CVORINNATE WliLLll B6fFECIEdS UTILITY .LGCNLIES THFOU6HOUi U�REEMFFg5EGTME CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES iF HOURS BEFORE COMMENCING WORK. AND SHALL B. ,HE CONTRACTOR SHALL BE RESPoIISULE FOR ANY DAMAGE TO EXISTING UTILITIES. ME CONTRACTOR SMALL NOTOY ME AFFECTED UTILITY COMPANY 00 THE CITY OF REGION IMME041CLY VPoN OAA6E. S. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 1A ALL CONDUCTORS FOR SIGNAL MEADS, LOOPS, PEDESTRIAN HUBS, PVSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX, 11. ALL SIQALIZED CROSSWALKS SNAIL 9E OPERATIONAL AT ALL TIMES UNLESS FLLGGEFS/POUCC ARE PRESENT TO ASSIST PEDESTRIANS. 12. CSONTRACIERF SHALL PROVIDE TENW WIN REDLINE MARKUPS SIH�OWIIIN�GI� ANYIIANNHDEAgLLIRC�HI�ApNGpES �EEIROMC�RTIMEA�AI;PPIRRO,SVEEEppDyyEEPSSLANS FOLLLEOryWING CONSTRUCTION. 13. REWIRE iXE OYNOLi ONSTON9ERAFCYOVEO dN0 RE -POURED BYAIXE CONTRALiOR.E SEE goNAL[PoLESPU CEMENT OEE GII ASNEREI RS.OSENi POLES/BASE PIAICS WITH IXC CRDSSRALY WILL IACpOANITTRIAC,TT1OeR�{SHALL �I/USE IaTRENCHING �ryMIEETHOaD,yIIPCER ULTTHITTIYTTR5EINICH DETAIL ON SHEET C3.10. IS jPIAgLF<,�{`Y1EVVVBpWpI�Mj�I EONOMAr lROOPOR$IOVRjDpT�O4a9EEfG�INN(I(NELfEILOryNS�RTRULlL'1y0NA}FLL BEp PULED SUCH THAT pI[[[gggi N'WILL I(Nor gC�ON{FLLIC}TT WITTH�I✓FOUI�TTURIIEE STTREEEET �TREE ORR SS[TpTRRUUCTUURE eNCSTAALL TIIOO�NSS ^ VERIFY fCONDUIT ��S 1Q. iRaEpSyLyRAV,RgA[CPIMaEL''�[y511<yi�LpTIICI[OAN�apMpµflEld iISIIIETEIC5G1iEaINIpOR ��IOIII��IYTppppsp�pH S�5.EESIppN ��imryliAl Iyl rLM ��IjT{�EpNEI I pR�FpApp ilO�I�YO i VL'�IN�.QdUC,OR SWUa I MIIRY INS:�rNC11C5I HAEILRI!)NEU1O(�g�O-F�i�C�: pI�NCE UIILIIY.ED THE LONiRILNR SHALL CONTACT iXC ENWNEERIYMCOITEELYLI�AD LOUCI 5A'INSSCYROVERED.TO POLE PUC[MEM. ADDITIONAL CLEARANCE MAY BC REQUIRED AW DIRECTED iHC O. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY ryOOF I�RENTTIOIyN. C,OOGNTRAA�CTTOSR WALL IOCyOENpT�ACT1pTTRAWNTSPORTAaTIIONMMpAINTTEENANCE MANAGER, ERIC CUESHALL 425-450-7I23. IBC BOXESUp9OIUI1Sg1p0 901lESMbGWLL,B� 9 IE5CpP3OTINC�IORETE �AIOMPERG,Cl ,F ORW BTPNDARDIkLD kINCGRRENi EUITION.N ACCESS ROUTE) SHALL BE NON-SKID, SKID RESISTANT. ALL JUNCTION IBC r pOSNIBS1uDCTOOF PROTECT SPFLY� p.PoV190NS-B ALCESSIBIE PEOEEIRIAN WIONALS (A PS) WITH ONE (I) ILLU-52 CONTROL VNT AND ASSOCI TEO HARDWARE/EQUIP FOR ME ENTIRE 20. EXISTINGTRAFFICSIGNAL SYSTEML SHALL REMAIN FULLY OPERATIONAL UNTIL WY OF CHANGE OVER WHEN UNIFORMED PoLADE OFFICER SHALL DIRECT TRAFFIC 21. VEHICLE IN79CHON SHALL BE OPERATIONAL AT ALL TRES TEMPORARY VIDEO DETECTION MAY NEED TO BE INSIALLEO. CONSTRUCTION NOTES (AIRPORT WAY & LOGAN AVE ONLY) pT� I O1 1 EX PS PS POLE TO REMAIN. REMOVE ONE EXISTING PUSHWENN AND ONE EXISTING PEDESTRIAN HEAD. A;� I I ddd O SALVAGE AND RETURN EQUIPMENT TO ME CITY SIGNAL MAINTEANCE SHOP. CAP REMAINING HOLE WITH CITY APPROVED / I METHOD, AS NECESSARY. AI)EI N am TNG MOST ARM POLE AND ASSOCIATED EQUIPMENT TO REGARD PROTECT DURING CONSTRUCTION. VISTAED ONE VIDEO OEICCDUN CAMERA AND ONE DPTICOM 722 ITT PRE-EMPT DETECTOR PER PIKE SCHEDULE, SHEET TSF.O6. REMOVE EXISTING SIGNAL CABLES AND REPLACE WITH WE NEW Id -IOC STRANDED IMU TRAFFIC SIGNAL CABLE PER WIRING SCHEDULE. IRIS SHIFT. 3 EXISTING MAST ARM POLE AND ASSOCIATED EQUIPMENT EO REMAIN. PROTECT DURING CONSTRUCTION. INSELL ONE PIZ / ! CAMERA. TWO VIDEO DETECTION CAMERAS, AND ONE OPTICOM RI ITT PRE-EMPT DETECTOR ON AST AM PER POLE - -- e-J A /] 6 \/ \ / Y �X F 6 5 se � B AIRPORT WAYS i D SCHEDULE, WRIST TURING. INSTALL ONE NEW TERMINAL CABINET ON SIGNAL POLE. REMOVE EXISTING VEHICLE SIGNAL HERB 23. r SALVAGE AND RETURN EQUIPMENT TO WE CITY SIGNAL MAINTENANCE SHOP. REMOVE EXISTING SIGNAL CABLES AND REPLACE MEN G / I 1 NE NEW H-IOC STRANDED IMA TRAFFIC SIGNAL CARLE PER WIRING SCIIEWLD THIS SHEET. R IL O EXISTING PS PIKE TO REMAIN. PROTECT DURING CONSTRUCTION. CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF REW04 STANDARD PLAN 126.1, EXCEPT CONCRETE SMALL BE CUS / / I O W. INSTALL SERVICE CABINET WITH 1201240Y SINGLE PHASE FEWER. PROVIDE A M AMP SIGNAL CIRCUIT WORKER, WREI S I j 20 AMP, AND OTHER CIRCUIT BREAKERS/COMPONENTS PER GET OF RESTON STANDARD PLAN 122.1 (WITHOUT DOS) AND 122.2 CONTRACTOR SHALL VERIFY CABINET LOCATION AND LAYOUT AND COORDINATE SIGNAL SNOCHOVER WITH CITY PRIOR It SI 52 " INSTALLATION. OREMOVE EXISTING PS POLE AND SIGNAL EQUIPMENT. SALVAGE ARE RETURN EQUIPMENT TO WE CITY SIGNAL MAINTENANCE SHOP. REMOVE EXISTING FOUNDATION TO A MINIMUM 2/` BELOW SURFACE GRADE. FILL AND COMPACT VOID. O TO MWE CITY SIGNAL AINTEANCE SHOP.FILL AND COMPACT VOID. CABINET OVE EXISTING PEDESTAL SERVE UPON COMPLETIONOFSIGNAL $WITCNOVER. SALVAGE EQUIPMENT AND RETURN p O REMOVE EXISTING PPB. SALVAGE NANO SRETURNURFACE EQUIPMENT N CO ACITYCT SIGNAL AINTCANLC SHOP REMOVE EXISIINt I ¢\ xX S6 � P FOUNDATION i0 A MINIMUM U` BELOW SURFACE GAGE. FILL NANO COMPACT VOID. W w 3 I O EXISTING CONTROLLER CABINET i0 REGAIN. PROTECT WRING CONSTRUCTION. INSTALL ONE HER DODGE, ONE NEW MOMiOR TWO 2-CHANNEL VIDEO DETECTION CARDS, ONE 264 PRE-EMPTGN DETECTOR CARD, AND ME EDGECONNECT IN EUGEINE II II II I CONTROLLER CABINET. /� A REMOVE EXISTING TYPE H 1L POLE NANO SIGNAL EQUIPMENT. SALVAGE AND RETURN FOUNDED AND TO WE WITH SIGNAL CONCRETE. j O SHOP. FOUNDATION SHALL HOT BE RCMOVEO, CONTRACTOR SMALL CC BOLE iiU5ML0 AND COVER WIEX STAMPED CONCRETE. ^ I 13 CONTRACTOR WALL PULL BACK EXISTING SIGNAL CONDUCTORS TO CONTROLLER CABINET AND ADD NEW CONDUCTORS PEI WIRING SCHEDULE, THIS SHEET. PHASING DIAGRAM LEGEND AIRPORT WAY LOGAN AVE SIGN LEGEND d' L[5C31CiIPtl PROTECTED MOVEMENT OLA/Tic 0L8 OVERLAP MOVEMENT %N00DESTRAN MOVEMENT EXISTING EXISTING FS-N. R!-3 30-X36- ONLY 30•X36' 3o v!s U O 53 OW3 0 DRAWNBY: Gc"P I CIN YV D[egx rv: BYL 5 TlgreporiLsllOn Engineering NoMlWesf pECRBv: CTB 5 wwcawc-nsamnO l Enron llwmelmPmraLgoa-n. MEN MLR: CUB 5 Ilm s[mr WmfWllaZMW WG9eJV l who WUIREF7n MY OF RENTON Public Works Deportment DEC N* DATE j/,/rzP !fE SHEET TSROS FOR. SIGNAL RISING DIAGRAM DOE SHEET TERM FOR. 0 SIGNAL ROLE CHART CITY OF RENTON LAKE WASHINGTON LOOP TRAIL TRAFFIC SIGNAL PLAN 6 20 HY SCHE IN FEET DRARANG DO.I J"i.0 PRO ECTNQ. DARING. TAP1E.)") GARET NO. �OF 79 1. CONTRACTOR WALL CHECK FOR OVERHEAD VERTICAL CLEARANCE REQUIREMENTS PER SHEET TS9.02 AND TOROS FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR ,0 POURING OF FOUNDATION. 2. ALL COUNTEDSONAL AND PEDESTRIAN HEADS AND PUSH BUTTONS WALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. !. �J LULWENCH BOXESSHALL L BE PLACED OUTSIDEOF EPApVIEEMNESNTµSUURiFIAACCEAApNpD��WiHEEEELCHHAAIIR GAMES ryUNNLLESS OTHERWISE INSTRUCTED BY ME ENGINEER. A RENTON STANDRD SPECIFKAiMNS NANO OEiIILSS SHALL BE LONSIOEREO PAR, OFITXIS CONTRACT. C REACTOR SipH0AF0 SPECIFICATIONS AND OETAIIS. THE CURRENT EDITION Of THE CITY OF S ME LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SMALL BE VERIFIED IN ME FIELD BY ME CONTRACTOR AS NECESSARY, 6. THE CONTRACTOR SHALL p ryS��UBiMIITT A REQUEST TOMEINSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. Z CVORINNATE WliLLll B6fFECIEdS UTILITY .LGCNLIES THFOU6HOUi U�REEMFFg5EGTME CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES iF HOURS BEFORE COMMENCING WORK. AND SHALL B. ,HE CONTRACTOR SHALL BE RESPoIISULE FOR ANY DAMAGE TO EXISTING UTILITIES. ME CONTRACTOR SMALL NOTOY ME AFFECTED UTILITY COMPANY 00 THE CITY OF REGION IMME041CLY VPoN OAA6E. S. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 1A ALL CONDUCTORS FOR SIGNAL MEADS, LOOPS, PEDESTRIAN HUBS, PVSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX, 11. ALL SIQALIZED CROSSWALKS SNAIL 9E OPERATIONAL AT ALL TIMES UNLESS FLLGGEFS/POUCC ARE PRESENT TO ASSIST PEDESTRIANS. 12. CSONTRACIERF SHALL PROVIDE TENW WIN REDLINE MARKUPS SIH�OWIIIN�GI� ANYIIANNHDEAgLLIRC�HI�ApNGpES �EEIROMC�RTIMEA�AI;PPIRRO,SVEEEppDyyEEPSSLANS FOLLLEOryWING CONSTRUCTION. 13. REWIRE iXE OYNOLi ONSTON9ERAFCYOVEO dN0 RE -POURED BYAIXE CONTRALiOR.E SEE goNAL[PoLESPU CEMENT OEE GII ASNEREI RS.OSENi POLES/BASE PIAICS WITH IXC CRDSSRALY WILL IACpOANITTRIAC,TT1OeR�{SHALL �I/USE IaTRENCHING �ryMIEETHOaD,yIIPCER ULTTHITTIYTTR5EINICH DETAIL ON SHEET C3.10. IS jPIAgLF<,�{`Y1EVVVBpWpI�Mj�I EONOMAr lROOPOR$IOVRjDpT�O4a9EEfG�INN(I(NELfEILOryNS�RTRULlL'1y0NA}FLL BEp PULED SUCH THAT pI[[[gggi N'WILL I(Nor gC�ON{FLLIC}TT WITTH�I✓FOUI�TTURIIEE STTREEEET �TREE ORR SS[TpTRRUUCTUURE eNCSTAALL TIIOO�NSS ^ VERIFY fCONDUIT ��S 1Q. iRaEpSyLyRAV,RgA[CPIMaEL''�[y511<yi�LpTIICI[OAN�apMpµflEld iISIIIETEIC5G1iEaINIpOR ��IOIII��IYTppppsp�pH S�5.EESIppN ��imryliAl Iyl rLM ��IjT{�EpNEI I pR�FpApp ilO�I�YO i VL'�IN�.QdUC,OR SWUa I MIIRY INS:�rNC11C5I HAEILRI!)NEU1O(�g�O-F�i�C�: pI�NCE UIILIIY.ED THE LONiRILNR SHALL CONTACT iXC ENWNEERIYMCOITEELYLI�AD LOUCI 5A'INSSCYROVERED.TO POLE PUC[MEM. ADDITIONAL CLEARANCE MAY BC REQUIRED AW DIRECTED iHC O. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY ryOOF I�RENTTIOIyN. C,OOGNTRAA�CTTOSR WALL IOCyOENpT�ACT1pTTRAWNTSPORTAaTIIONMMpAINTTEENANCE MANAGER, ERIC CUESHALL 425-450-7I23. IBC BOXESUp9OIUI1Sg1p0 901lESMbGWLL,B� 9 IE5CpP3OTINC�IORETE �AIOMPERG,Cl ,F ORW BTPNDARDIkLD kINCGRRENi EUITION.N ACCESS ROUTE) SHALL BE NON-SKID, SKID RESISTANT. ALL JUNCTION IBC r pOSNIBS1uDCTOOF PROTECT SPFLY� p.PoV190NS-B ALCESSIBIE PEOEEIRIAN WIONALS (A PS) WITH ONE (I) ILLU-52 CONTROL VNT AND ASSOCI TEO HARDWARE/EQUIP FOR ME ENTIRE 20. EXISTINGTRAFFICSIGNAL SYSTEML SHALL REMAIN FULLY OPERATIONAL UNTIL WY OF CHANGE OVER WHEN UNIFORMED PoLADE OFFICER SHALL DIRECT TRAFFIC 21. VEHICLE IN79CHON SHALL BE OPERATIONAL AT ALL TRES TEMPORARY VIDEO DETECTION MAY NEED TO BE INSIALLEO. CONSTRUCTION NOTES (AIRPORT WAY & LOGAN AVE ONLY) pT� I O1 1 EX PS PS POLE TO REMAIN. REMOVE ONE EXISTING PUSHWENN AND ONE EXISTING PEDESTRIAN HEAD. A;� I I ddd O SALVAGE AND RETURN EQUIPMENT TO ME CITY SIGNAL MAINTEANCE SHOP. CAP REMAINING HOLE WITH CITY APPROVED / I METHOD, AS NECESSARY. AI)EI N am TNG MOST ARM POLE AND ASSOCIATED EQUIPMENT TO REGARD PROTECT DURING CONSTRUCTION. VISTAED ONE VIDEO OEICCDUN CAMERA AND ONE DPTICOM 722 ITT PRE-EMPT DETECTOR PER PIKE SCHEDULE, SHEET TSF.O6. REMOVE EXISTING SIGNAL CABLES AND REPLACE WITH WE NEW Id -IOC STRANDED IMU TRAFFIC SIGNAL CABLE PER WIRING SCHEDULE. IRIS SHIFT. 3 EXISTING MAST ARM POLE AND ASSOCIATED EQUIPMENT EO REMAIN. PROTECT DURING CONSTRUCTION. INSELL ONE PIZ / ! CAMERA. TWO VIDEO DETECTION CAMERAS, AND ONE OPTICOM RI ITT PRE-EMPT DETECTOR ON AST AM PER POLE - -- e-J A /] 6 \/ \ / Y �X F 6 5 se � B AIRPORT WAYS i D SCHEDULE, WRIST TURING. INSTALL ONE NEW TERMINAL CABINET ON SIGNAL POLE. REMOVE EXISTING VEHICLE SIGNAL HERB 23. r SALVAGE AND RETURN EQUIPMENT TO WE CITY SIGNAL MAINTENANCE SHOP. REMOVE EXISTING SIGNAL CABLES AND REPLACE MEN G / I 1 NE NEW H-IOC STRANDED IMA TRAFFIC SIGNAL CARLE PER WIRING SCIIEWLD THIS SHEET. R IL O EXISTING PS PIKE TO REMAIN. PROTECT DURING CONSTRUCTION. CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF REW04 STANDARD PLAN 126.1, EXCEPT CONCRETE SMALL BE CUS / / I O W. INSTALL SERVICE CABINET WITH 1201240Y SINGLE PHASE FEWER. PROVIDE A M AMP SIGNAL CIRCUIT WORKER, WREI S I j 20 AMP, AND OTHER CIRCUIT BREAKERS/COMPONENTS PER GET OF RESTON STANDARD PLAN 122.1 (WITHOUT DOS) AND 122.2 CONTRACTOR SHALL VERIFY CABINET LOCATION AND LAYOUT AND COORDINATE SIGNAL SNOCHOVER WITH CITY PRIOR It SI 52 " INSTALLATION. OREMOVE EXISTING PS POLE AND SIGNAL EQUIPMENT. SALVAGE ARE RETURN EQUIPMENT TO WE CITY SIGNAL MAINTENANCE SHOP. REMOVE EXISTING FOUNDATION TO A MINIMUM 2/` BELOW SURFACE GRADE. FILL AND COMPACT VOID. O TO MWE CITY SIGNAL AINTEANCE SHOP.FILL AND COMPACT VOID. CABINET OVE EXISTING PEDESTAL SERVE UPON COMPLETIONOFSIGNAL $WITCNOVER. SALVAGE EQUIPMENT AND RETURN p O REMOVE EXISTING PPB. SALVAGE NANO SRETURNURFACE EQUIPMENT N CO ACITYCT SIGNAL AINTCANLC SHOP REMOVE EXISIINt I ¢\ xX S6 � P FOUNDATION i0 A MINIMUM U` BELOW SURFACE GAGE. FILL NANO COMPACT VOID. W w 3 I O EXISTING CONTROLLER CABINET i0 REGAIN. PROTECT WRING CONSTRUCTION. INSTALL ONE HER DODGE, ONE NEW MOMiOR TWO 2-CHANNEL VIDEO DETECTION CARDS, ONE 264 PRE-EMPTGN DETECTOR CARD, AND ME EDGECONNECT IN EUGEINE II II II I CONTROLLER CABINET. /� A REMOVE EXISTING TYPE H 1L POLE NANO SIGNAL EQUIPMENT. SALVAGE AND RETURN FOUNDED AND TO WE WITH SIGNAL CONCRETE. j O SHOP. FOUNDATION SHALL HOT BE RCMOVEO, CONTRACTOR SMALL CC BOLE iiU5ML0 AND COVER WIEX STAMPED CONCRETE. ^ I 13 CONTRACTOR WALL PULL BACK EXISTING SIGNAL CONDUCTORS TO CONTROLLER CABINET AND ADD NEW CONDUCTORS PEI WIRING SCHEDULE, THIS SHEET. PHASING DIAGRAM LEGEND AIRPORT WAY LOGAN AVE SIGN LEGEND d' L[5C31CiIPtl PROTECTED MOVEMENT OLA/Tic 0L8 OVERLAP MOVEMENT %N00DESTRAN MOVEMENT EXISTING EXISTING FS-N. R!-3 30-X36- ONLY 30•X36' 3o v!s U O 53 OW3 0 DRAWNBY: Gc"P I CIN YV D[egx rv: BYL 5 TlgreporiLsllOn Engineering NoMlWesf pECRBv: CTB 5 wwcawc-nsamnO l Enron llwmelmPmraLgoa-n. MEN MLR: CUB 5 Ilm s[mr WmfWllaZMW WG9eJV l who WUIREF7n MY OF RENTON Public Works Deportment DEC N* DATE j/,/rzP !fE SHEET TSROS FOR. SIGNAL RISING DIAGRAM DOE SHEET TERM FOR. 0 SIGNAL ROLE CHART CITY OF RENTON LAKE WASHINGTON LOOP TRAIL TRAFFIC SIGNAL PLAN 6 20 HY SCHE IN FEET DRARANG DO.I J"i.0 PRO ECTNQ. DARING. TAP1E.)") GARET NO. �OF 79 I� MOM Imm m IM IM 2wPWR 1 GROUND 3 9 GROUND 3 WE 2 ON IM 0 CONTROLLER CABINET m®IRS m IM OEM IM I� mmo IM IMCA mmo IM US GO IM ®© ED ©GO m ES ml QMI ©EI M� u Gr vm xrn Iw ss 11W is [x EX POLE 1ORSON BY DNNNNBY ,.sF (.Erw) ex �xurro..•. O wt i Q e 0 as .t t WpV 5� FtRPG� 1, � e 0 AIRPORT WAY/LOGAN AVE PHASING DIAGRAM (EX i0 RIN) 01 OR n se n 0] sa se PIiF EYPI • -s, srs a=sa c=u o = xor USED ,OLs 10LR ��o�e NOT USED 1 xor usrn IAr USN NOT USED ] a" � T E N W CITY OF RENTON a B MS puEllc Works Upartment Trar¢porlofian Engineering No,iM1West CR 5 emem�mn s�n.�w m�lwa���+e Mtli. CIB S nunx Iomw 1e31mmp rvs1AVCTpx oz/is/zl "°� P""° :�"� ..E. ev:R � e"'E' 3�� EX POLE 3 fi Z rr EX POLE 4 , Zc�s Ex�-rx NEW EX JS (POWER SOURCE) CITY OF RENTON LAKE WASHINGTON LOOP TRAIL TRAFFIC SIGNAL PLAN AIRPORT WAY SLOGAN AVE PROJECTNO G nx.wlN rvo ENNIo w. Tiwf�m m� DATE: sxEerxo, yz oE72 LOG.AN AYE S AIRPORT WAY S I 3ERSECr10N TXMREI SIGNALLARM ATTACHMENTPOW 11 RDUEOVE ATON G I�OmI rooa°wr Er MB POLE ORIENTATION AND ATTACHMENT POINT DETAIL DS7 B1 Bi B6 Eg6 a 2 b b BeNOTES: B B10 B Q1 MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE I - - - _ _ _ _ _ B b 8 INOICII[O IN CMANL If MF 'N' YOUMING IS USED. I DRILL I- DM HOLE IN MAST ARM AND INSTALL PLASTIC I EXAMPLE SIGNAL sppr BUSHING FOR CABIF ENTRANCE. I STANDARD NO. 2, ROAD 13Idly IV RARE ON O3 FIELD INSTALLED. I SIGNAL STANDARD LOG Al MP BOUrM 3MOOED3 TAPEaEDHAILL POE ROAD Loc iNlawaxm ua¢smsnw. 10.1A'FTTAPm) ODEcoaanvE ARM I � 1"�1a ®'mLa.o %% 9 0 1 5 2 9 O THE CONTRACTOR SMALL MAINTAIN IOC MAX HORIZONTAL 9 9 y II CLEARANCE BETWEEN FACE OF CORO AND FACE OF PUSHBUTION. X X 02 O1 .09 um y THE CLORANCE SHALL BE VERIFIED BY ME ENGINEER IN ME I X% i FIELD PRIOR TO CONSTRUWION OF FOUNDATION NUMBERS SHALL BE A o¢uxAr MILE POST $ MINIMUM OF 3/8" HIGH n BASE PLATE DETAIL ,��5 SIGNAL STANDARD IDENTIFICATION TAG DETAILn 1 �INTRHAUN IC Ii'R� I fUFILL OREWIRFMENTS IMTSOFYFATIGLtlFNtNkEREWIR T ROADWAY FMICHCC 9 R. COLORBNPLL MATCH TING OR BLACK (SEE SPECIAL PROVISIONS) or b LEGEND e. R&I SNI head b. sign C. slnx Name sgn Q. Pn-Empl Mbctar e. wd" pN°Han Camem t Lummalie B. P<Ceeh Ian Signal head h. cabinet 1. Pedestrian Push Oman Assembly 1. Minerals TOP OF FOUNDATION SHALL MATCH TOP OF CURB. SHOULDER. OR&DO ~ CURB OR EDGE OF SHOULDER TYPE PER TYPE P$ TYPE II TYPEIII TYPEW TYPEV POST PED. HEAD MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING STANDARD STANDARD SIGNALSTANDARD ANDMASTARM STANDARD ANDSTRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD ��yy L7®®®®�d0000000�Qumm000'ool�l�oommmmo©m©® iy(HJI�.YIISIp_C717Ni/II�N:GIa1:0]IE9 (1) HOT APPLICABLE . EXISTING PEDESTRIAN SIGNAL HUD IS TOP -MOUNTED. (2) SEE POLE PLACEMENT DETAIL THIS SHEET. FOR WRIFCATIAV OF INS LOCATION WITS RESPECT TO ADA RRMPS/BLENDEO TRWSIrIONS. 09/21 Bn VTENW .. CITY OE RENTON CITY OF RENTON B.YANBxD.TS9.06 avL s Pumm wwe 0<PanmmLAKE WASHINGTON LOOP TRAIL DIFDrxG. BZN® TmnsportaLOnEngineering NONNWesf FBDAMNO.GIEON BV: CIB MSm dOnseM nImed IDianelwele F Ia1I a 0OFllre ApFROV aFORCONBrRUCIICN PRa MDR: cre Ms IIm31 . Na1 Aw.ro g//, TRAFFIC SIGNAL POLE CHARTre oPrm31 xy.<Imv<ssIZOIRA �.FE BY: wTe AIRPORT WAY SLOGAN AVE S SHORT w,�g OFF MINIMUM LANE CLOSURE TAPER LENGTH m (FEET) LANE WIDTH (FEET) POSTED SPEED (MPH) 25 BE I W 40 45 50 55 SO m '/0 10 105 1% zm 210 150 SUN 550 11 115 INS $25 R95 05 SEE INS Em 12 12S IN M I20 M. %U 860 /z0 ]W] fib i 0000mmmmm� m000mmtu ��3k SIGN SPACING = i (1) FMEI ! EXPREAWAn 50/70 MPH ISDO'1 9FK NW1MLAn W/m NPX pW't HERE. flYA AS/ss MPX SN'E ROM_ HoUx; a ESSON PARRWS W/o MPH RURAL ROAD"i 6 UWNI MIEflWS IRS®EMOL R BUSINESS DENTOS y/]0 MPH 200* HUMAN 501EET5 25 MPH OR TES IW'Y (z) (1) NL WRING WY m MUST SO MCOMN MOVIE NTERCWNf£ RQPS, AT-GRILE PEIE6ECRW5 MD 01 (z) THIS MY SE REDUCING IN NRHE TO FIT RONMAY 0.lYG1VJxs SPACING CHANNEIIATWN DEVICE SPACING (FEET) MPH TAPER TANGENT MUM b 60 m/a5 ]O 60 zs/]0 zO b BUFFER DATA LONGINgNLL BUFFER SPACE = B SP® (MFFH in 30 15 b a5 50 55 B> m ]0 LENGTH (PEEP) 155zoo RSo YL5 ]GO azs a85 s]0 &5 ]JO H.J., ORTPBLE ATIENUATOR ROLL AHEAD DISTANCE w R HOST VEHICLE WEIGHT - aaOD TO 32 OO LEES. FORT VEHICLE MONTE > U,000 UPS. < M MPH 45-55 > SS MPH API < b MPH a5_`3 MPH 1 >.e� MPH IN, Ila 117VI 7e IIOWI 150' PROIECDME VEHICLE (WORK VEHCLE) = R NO:SPEROFED aSTMEGE REDU9➢ PCNS r, 1 s ..........................................................®.........® � .� .� .® .� .® ... �.....®.... .� .. RIGHT ME MOSUREI IMLE .NAND ®® r ® 2D SEES SEEM S ® ® WORK'MFA ® Elm LOCATE I MU iIN M MCE CE ME CLOSURE AGNIM.. b b b S�C9 (n 45 SEE NOT 1 GENERAL NOTES O R W AAE OM I TEMPO CONTROL MANS TMr HOMEX _l [EN PR( IOFD FOR SHE oMRMORs REFERENCE MR THE CONFIRM FEVEHICIES AND NON-Y]IORIIEU USERS OF THE CITYROANNI AND PEDESPHAN WOUNWM TNT ME MEAN THE PROJECT UWIS. ME M9 CJMRMHDR SIVL. BE RESPONSIBLE MR ALL r CONIROL ME ROAD NOTES: PmESIRNx SAFETY EMS IN ACCORDANCE WITH WORST SIOON i0 ISRUPTION OF ME TIMES, TRPEFIG CONTROL PENNS SHAL BE 1. SEE SECAL FRpA51CNS FOR WORK FEES RMTMC1RIS. PREPARED AND SUBMITTED TO THE CITY MR VPROhAL A MINIMUM OF WORK E TEN (10) MORNING Mn PRIOR 10 IMPIEMENTAWN, NO FORK SON z. RP EXTEND ROSE TAAT V] ACROSS SHOULDER. COMMENCE UMR TRUFRC CFMROL F 5 ME APPROVED. AHEAD E E ]. DEN2S SHAEL NOT ENCRMCH NN THE IDNLEM ME LEGEND b A. USE TMNMASE SPACES IN C OSED ME EV 10E' (FT) (RECOMMENDED). W20-I WO-z(L) 5, CEVECE SPANNG FOR THE SUNN IREW MDR BRILL BE z0' OF. b 1FMPoMAY SGN LOCATOR�• G. ALL SIGNS AS Eml ON OMHGE TWFIC SMFIY OMW RIGHT LANE O. MY OF PERSON APPROVED TRMW' CONTROL HOURS e:SNM EO APu. � s6DDENTM Armox snag CLOSED AHEAD 4 1RANSPORIAME AITENUAIOR e' PCMS ItlREAOE CKWGFewF MEBYGE Sld+ Wz0-5R SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS MET TO SCME DRAxw m: M Otak CITY GF REAITON CITY OF RENTON DMN^^°NDT�( l FEESMB �„ M PuHlic woN. omMnlMFm LAKE WASHINGTON LOOP TRAIL FRaEanO MIS uo M.[W NI GXEG(m: smucnax MORO : N MEm H775 OFFEENEE 69.OF79 Tz/i6/zo TRAFFIC COMM PLAN .4MEZ.MN SIGN SPACING = x (1) AMPL MOAM k URBAN ARERIMS m/w MPH 3584 RURAL HEMS k URdVI APIERWS RESUNWL k BUSME55 p51flM5 yf/,)p MPM Mp'x (2J MEAN STREETS 25 MPH OR LEA I IW'S (2) (1) M. SPACING MAY BE ODNA ro ACCNMODAM INRFSEMONS AND ORMUNAW (2) TWS SP91W MY BE .RETYM M Ufl&N AREA i0 Eli flOLAVAV CCMIRIXS. 00000eeeeee mommoeeeeae G p 0 CKANNE(PATON DEVICE SPACWO (FEET) MPH TAPBR TANGENT 65/w w IN 25/wD I 2D w mal;_ BUFFER DATA LOWITUDINAL BUFFER SPACE = B SPEED (MPH) 1251 W 35 140 Hs 5U 55 Ba 65170 IENOIX (fFET) 1532W 2M YM YD IH ABS 5]O 645 ]SD i POBTABLE ATTNIMMR ROLL AHEAD DISFANCE = R FORT YFHRYE wow - IBM 10 MOM Ems. HIM VEHICLE NFNiR > 22000 I NNE. < M MM AS-55 MPH f 9 4R1 4 0 MPH 15-55 INI > 55 MPH ICO' To, 1M' ]B IW I'A' PROTECINE WHIl (WORK VEHICLE) R NO SPORED RBIONCE WOMBED NDss ROAD\ \ 1. DEVICE SPACING FOR ME WAMMEAM TA➢ER SWll BE 20ORK WORK,\ (SH,(OULDE\\R z ALL ARE awi BN oTRAFFINRE AHEAD3. OF H cllr a REmox AflmD.Eo TMmc mxMa MORE eawBl TO APM. WET-5 SHOULDER CLOSURE - LOW SPEED (40 MPH OR Otak .mosol CITY OF RENTON Public VIRAS Owamumm GENERAL NOTES 1. THESE RIM SHEER ME GENERAL 1MFF1C IXMFA PAWS TNT INYE BEEN PRWDEU FOR WE CONRCMIR'S REFERENCE MR THE CONTROL OF VEHICLES ME NON-MOTWM12m USERS M TIE ON ROADWAYS MO PEDESTRIAN WAMWAR THAT ARE WM N ME PMOECT Will ME CONWMTOR SI BE RESPONSIBLE FOR ALL w9c CONPROL AND PEDESTRIAN W PWIS IN XCADLTMf BOTH MIM0. PRIOR TO DISRUPTER OF M'Y TVRIC MMFIc CONTROL PUNS SIWL BE PREPARED AND SUBMITTED M ME M FOR MPMMK A MINIMUM Cf TEN (10) BIAKING MR FROM Tl IMPLEMEMAAM. NO MORK CAN COMMERCE UNTIL T.Wi1C ON00. PUNS ME MPM , LEGEND p TEAPoMM SIGN LOCATION o CH NELZIHG DEWCES ® PBDTECTM VMFI£ CITY OF RENTON LAKE WASHINGTON LOOP TRAIL TRAFFIC CONTROL PLAN A DATE IZ2020 SHEET NET ZO OF 7? WORK H V aB• +e' ONE LANE Wzo-1 ROAD AHEAD e'0, BE w20-4 tO PREPARED TO STOP w. \• WRO-]B 4G. MO -)A % % L Vxx K e' B' e OAD VORK I HD W440 W]0-]A e0• RIGHT LANE CLOSED AHEAD as• MO-5R M' BE 1O PREPARED TO STOP AS, w20-]D aa. RIGHT (AN BE CLOSED PREPARED 0 AHEAD ae^ TO STOP y. wzo-sR B• BE PREPARED 10 TO STOP R• ONE LAN wzo-]Y ROAD AHEAD w]0-4 NODS 1. RECOMMEND E%IMGNG OENGE TAPER (V3) ACROSS SMUWER. ]. IF A SI IS PREEN. R SIWL SE SU TO AED MASH WN' M TURNED OFF DURING FAGGING MMMONS. S. MOURN A MINIMUM OF ONE ACCESS PdM FOR EACH BUSINESS ROHR PARK AREA ENNS 4. NL AGNS AGE SACK M MtlNGE 5. CRY OF RENTON MPRJrID 1RAFFIG CORM HORS: S:.NIAN TO 4N. 48• WORK BUFFER DATA LOWBUDINAI. BUFFER SPACE = B SPEED (MPH) 1251MI 55 14014515DIS5160165170 LENG I (FEET) 155 zoo 250 13013601425140515701A4517NO RIANSPORTABLE ATIENUNI ROLL AHEAD DISTANCE = R HOSE VEHICLE MIGHT - GOOD m zz,No us Hog YEHx1E mGH1 > U,m UN. L tl YM 0-55 APH 55 uPx 095_55 uFH mm > MPH 100 123' nz' 74' low loop PROTECINE VEHICLE (WORK VEHICLE) R NO SPECIFIED DH ICE Rmunm Ra 0mmmmoomeee m®mmmm000ee ®mmmmomomee SIGN SPACING = x (1) PUPAL HGHWAK 80/85 111 FOOT RUM ROADS 45/55 YM SIDE RURAL ROADS k URBAN ARNRPW 35/40 MPH 36V± RURAL ROADS k UNSW AHIERWS RE510EYML k BUSINESS CI ps/30 YX iWY (2) URBAN SIREER I GO MPH CF LEG 100'1 (R) (1) NL SPACING IMY SE ANUST TO AIXommoom1E NEEMENNS AND CRMWPIS. (3) THIS SPACING MAY BE REDUCED N UNMN ARMS TO m NMGAY CONDOMS. CHWNNEL RTION DEVICE SPACING (FEET) MPH TAPER TNND/T 50/10 40 Bo 35/45 C0 25/30 p 40 GENERAL NOTES 1. THE PLAN SHOOS ARE GENERAL TRNNC CCNTIM. PENS FRO NNE SEEN IONDoo MR THE COMALTIM'S REA:A NCE MR THE COMM OF MMLES AND NON-MMMIZED USERS OF WE CRY RMDWAM AND PtMSSNVHl WAUDPAS 1HOT ME WHIR THE PROJECT UNRS. THE D]NRACIM MNLL EE RESPMRKE FOR ALL TINJOC CONTROL AND PECFSEMW DEAEIY PLANS IN ACCORMNM WRH YUECD. PRIM TO COROPROx OF ANY OWRC, TRAFRC CONTACT PLANE SNNL SP PREPARED) AND WOMEN TO THE Cm FOR APPROVAL A MmMUM OF TEN (10) WRONG MIS PRIOR TO IMPLEMENTATION. NO NOW GM COMMENCE UNTIL 1RIFOC COM ML NNLS ARE APPROVED. 8 LEGEND ROAD WORK BMQNG MATCH AHEAD a TEMPORM' SIGN LOMTM 40. [�aL� CINNNEIEING GUM W O-I yyy SEWIENNL MGow SIGN ® MOIEUME VEHICLE - RECOMMENDED ® TEMPMAM S IM TM (5' NMMTIXO HEICNO OroTgU1 IF 40 MPH OR LESS INTERSECTION LANE CLOSURE — FIVE LANE ROADWAY NOT TO SCALE r FCALL BEFORE YOU DIC 1-RDA omwN By Otak DESIONSY a ��, R CHI N DN API PROUMDR. Iry AMRG .,LEI _..... BY CITY OF RENTON CITY OF RENTON GMwNGNG.11Iu,>!Z Public ilw*m Depu l ml LAKE WASHINGTON LOOP TRAIL 2110011 SMAIo NO TM.IONMRG MCMGmucnrLN MFF GrI T ADDIn nnMFC3 I DI AN ISHIPPORRI 71 oF_ZL 9NO N-O MI IN TPE z BVGRMIDFS THROUGHOUT THE WORK AREA y4' A V 24 HOURS PRIOR TO IM%EMEN@IC TRAFFIC CMTML pppp� RnV PRIOR NTIFlGPON OF HOME uW ENFCPCEA£M REVERED. SIDEWALK DIVERSION RP-11 Z B/WANIND I I I NNNNNNNNNN `m""L IN 9 " 10 zr x 12' 24'x a O/W MRn SC EWALN CLOSED I I I � I I SIDEWALK DETOUR M-11 GENERAL NOTES 1, THESE FLAN SEEMS ORE GENERu TRAFFIC CONTRA PLANS THAT HAVE BEEN PROADEC FOR AXE CONTRACTORS REFERENCE FOR WE GENERAL OF VEHmI£E Alp NON-XOIofirzEO USERS M THE Cm MYci AND PEDESTRIAN WALMIIAYS THAT ARE WITHIN WE PROJECT Ul WE CONTRACTOR SHALL BE RESPUMAE FOR ALL TRAFFIC CONTROL AND PEC61RAN SAFETY PLANS W ACCORDANCE BOB MUMD. POOR TO DISMWRON OF ANY TRAFFIC, TRAFFIC COMROL PUNS GLARE BE PREPARED AND SUBMNIm TO WE CP FOR APPROVAL A MINIMUM OF MEN (10) WORKING Mn PMai l0 IMPIEMEMAMN. NO WORK M COMMENCE UNTIL TRAFFIC CONTROL PVNS ARE APPROVED LEGEND q TFMPOWM SI(N L 11011 ® CWNIMU➢xG OENCES ® PEDMIRM CHANNEUBM BOXES ® TEMPORARY PEDESTMW RAUP MR SIDEWAUS NOTES, 1. 0.WPiIX.S SHOWN ARE MR FEO ETRAN TRAFFIC ONLY. f. A 60' PATH WIDTH SHOULD WE 4VMAINEO (AO' IS ME MMMUMf. ], CONTACT AND COCRDIIWE DRAPED TRINST AGENCIES NO TD IMPLENENRNO ANY CLOSURES. 4. SEE SHEET W9AT 1RAMIC WNRgL RAN 1C-52 MR IEWPORMY PEDESTRIAM RAMP DEEM. 5, MA PEDESTRIAN FACINIRS MUST RE LWNTNNEO. SEE MODE STANDARD SPMfHCADM 1-10](IIB. 5. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL OE RIB ON WE DOADDEO PAW WHEN IMPEDES BUNONS ARE NOT AD ESSIELE TO PEOESTRWE. J. CITY OF RENTON APPRPRO TWEED COMBO. MUM ll TO MM. INTERSECTION PEDESTRIAN TRAFFIC CONTROL NOT TO SCA E �I, CITY OF RENTON Public Wob CepvOU.n< MFPU��A CITY OF RENTON LAKE WASHINGTON LOOP TRAIL TRAFFIC CONTROL PLAN PROIEDDIND WINES FEOAIDNO TARIO R SAM 122�w areEF a72OF