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<br /> w BE
<br /> v r. L. RP N . OBA CONCEETE. MATOPPOIlIGNICIIE65 3. CEMENT CONCRETE MR PAOICHING SHALL BE � W
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<br /> F uAR°Oo ES ON NOp 0 PER O m M O Q N N O
<br /> FPrx ExPAxsloREN ,OwTsryP NALl1 RP Ax I} H FSHAUBEMIANDIDIUMDf Tz 6. malrvralry z/z^uvnr Gurrs". FINALJOINTMUST ¢ N
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<br /> TYPE E-1 CURB&SIDEWALK rE SURIACWG Hxlsxis mMP �nfouIRED FORED MERDAL 0Rrv6wArs wlTH corvmFTE Txlc«FR THAR VREWously ExlsTED PCGIERGL.Bo^FULL DEPTH EXPAESION ON
<br /> PAvem6xr TO05zmgx Dfrvsm ory FxOwEER. Iry wmE ORAS APv"ovFO By q°Rnu ei viEw INTIN LLD MA EHTVPEE1OUR. TOmPACIED om/ARwa6TANDAGSAFCsfcxox CURB FULL' is 3131.
<br /> GRENVEo rv,'. TYPE E-1 CURB,PLANTER STRIP& us,.wEW URB.LL.A.RD wlx°s s a TDrcouRSEsuRFACNG OGE RVAExrarvslox 3oe°wu DnMAKH ExPaxslox SIDEWALK SECTION BOT- PAVEMENT slDEwnEA ALL JOINTS cnepe�xnolus°nfEicRErNaIT" SEE srnxDARD OxawwG 6la RBI
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<br /> LGINEEREMLSIBETWEEN MD.
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<br /> MATCH UISTING
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<br /> NRB&GUTTER Co
<br /> pPucEGPNOTEA `EVERETT PUBLIC WORM �aDRC G `EVERETT PURL..-- I-IIICEU SURIACRK �C CITY OF EVERETT WE
<br /> CURB&GIITTER NTJ'il C.E.NIW WABHINOTON OEPRRIMENT x mox a lax BASE couxsE WABHINOTON DEPARTMENT 6"mlx SEE STnxoatD DRAwIxG 61, TPYRLICWORKS EEPIIRTMENT C
<br /> T''REA1 SECTION A-A SECTION B-8 g E
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<br /> CEMENT CONCRETE CURB& CEMENT CONCRETE E%ISTING CEMENT CONCRETE OVER PREPARED GRADE a
<br /> TYPE A-1 CURB&SIDEWALK mvREPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 DRIVEWAY RAMPTYPE-1 315 PAVEMENT PATCHING DETAILS 326 .&
<br /> NOTES ME DETAIL4"CUP ALUMINUM PEDESTRIAN GUARD NOTES
<br /> CORNERS ECE
<br /> ,'MIN mlxcLEAR 1 NE-STRUCTURAL AND Rv&II.LLECU.Neo ITANDARD x O�IEEALB
<br /> wDE 1 GUARDPACCOMNLsxgLLB NCE WITH EAS SPECIAL TUML ALUMINUISIONS M COLOR.DTHIS DRAWING x U>'In _
<br /> xIiTIry DEAL)AND EPADS fOIMICIlICPOSTALR GO IN� ITS
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<br /> CONCRETE PqD P r a PgTRory AaFss SIDE REm6N comncTrxF xD METx000F FORARo CGIFORMINITEaOIDGURALAIOmlxum cquu llnxoolCcA IAI NSIAI AW`,1. W C. U
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<br /> BE BE0.55xAI�INCH 1 BE MACAM H
<br /> l� P MlOFCORCRETEWALL ELEVATION MPRDWDEAUxMRMLENGTHPx ORTOASSEMBLr IE cur 3125J
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<br /> rRAVFuowgr cuge&6uTTER a«1n^Ew Dfxsm. 1. LIKE ARD GRADL CTEOAND AD,USTED,If NECESSAR,,TO ASSURE A CONTINUOUS
<br /> SETBACK PLAN SIDE ELEVATION WITH SIDEWALK MIT
<br /> x NOTE
<br /> SIDEWAXIF OSlE!`WUA`LK GUMENGKEER. SFE—WILL L. DESUP,oINTSATSTAIRWAr EAPPLIMON,OINIS AND ATEVERV N FEETON CENTER MAXIMUM. GALVANIZED STEEL PEDESTRIAN GUARD NOTES
<br /> BE SET BUTHE OTYG A 1 AccagonID rvcF wrtx TxfsCSPCOaLPRovmgxsax. GDRMNIATl AND xG.ILM Ix
<br /> ox I�1�sz�N3>,M8lnoxoseN�°Bs RIx C
<br /> PEDESTAL BOXES,SALSENURY
<br /> POSTALACCE555OE PATRON ACCF5551DF A_,
<br /> 3OR POsinLAPvxO[D[qus leWl 5 TUP EACH POST FORIF ON IIDE=l 1 FREDUIHEM�NT50FDASTM A5315TRUC�ME. LSTFEL[OxFORMINGroRASTMn
<br /> ll,ALL RWLSEcrlOxs STEEL,CONFORMING ro ASTM A 501.
<br /> WELLAIGMIGMS
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<br /> ENGINEFRAND THE POsiALSFRVICF. i' NEW N HMO UT.ALLBURRSAND SHARP FDGF55HAU BE REMrnED PRIORTOGUVA E¢SQUARE V
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<br /> — q DAID D,D TBD FNE B�Rr TD DREA�RnRDODS v) uW,
<br /> aaWNFw I ry�Ml" -- CITY OF EVERETT 'EEL OREA„DGRAOE ROADWAY LlJ
<br /> �L�C A 1„ryP xB MENCIPPIR A a �f CITY OF EVERETT j F
<br /> .JI 6.PUBLIC WORKB UEPARIMENT FPT"I �.M,PUBLIC WORKS OEPNRTMENT
<br /> FRONT ELEVATION SIDE ELEVATION WITH OUT SIDEWALK ELEVATION SECTION A-A LANE Q Q W
<br /> 7A ,gym :.WCENB 0A7472017 -°En— WDM` ^I SEW_ oT7T,h0Y _ = d'
<br /> &DETAILA°'"STO POSTS Pop�oAuIL IBC PEDESTRIAN GUARD SHOULDER AREA W F ;
<br /> NDCBU MAILBOX CLUSTER 329 SLIP JOINT DESIGN,&CONSTRUCTION 333
<br /> (ALUMINUM&GALVANIZED 5TEEU �'
<br /> .A'STAeUEGSTEEL NOTES a W
<br /> 1' WIDE FOR 4' SHOULDERS 2' 1'�J `n
<br /> ,1T (�� 1 sroPSlGrvssHAueF31rx30°PFRMuroo 2' WIDE FOR SHOULDERS (TYP.) fq rn
<br /> TRArvsDsroP SIGN cmmm RT-IOTAI AND POST moo PER°IGN MI„)I� Ory 0DFF IIv`IaEPTTEAiFi zrv�wiia.D OR mIECTEG By
<br /> OVER 4' WIDE
<br /> y O 1. STRENTIANIISHENISNALLIBIBLITAL
<br /> POST.SEE STANDARD DRAW INGTss. AT,°`°` INSTALL CROSSWALK LINES IN
<br /> SIDEwAIx 4LNPOS,s STAI—IONS SHALL USE SHOULDER AREAS ONLY WHEN
<br /> II e O Fz"snuARF ADJACENT TO A SIDEWALK OR 8'
<br /> AREPTOPAND5 o, W/^u sr HOTPRmRUGE MORE TEA,AOVF A SEPARATE WALKWAY (TYP.)
<br /> TxlexRBSS T„ENm. CROSSWALK LINE
<br /> Fa<EgfGURB LLgwTrP EOTrP _ I/.'DIN INTHFPUNSORAPRRONED6ITHEDTrErvGNFER
<br /> I I
<br /> D OR
<br /> 3� $ 3 TF musr BE PRIMED SwlTHxRusrolmEu
<br /> UMIN mAYrvr axoUM G_V wITII MroM 1' MIN. 4M N.
<br /> POWDER
<br /> TOP ENTRUSTING,
<br /> TUBN ONIDSTAG-10ISSIALLUSEAZ-"SQUARED 5' MAX. W J
<br /> TYPICAL SIGN INSTALLATION HEIGHTS STEEL BASE PLATE SECTION - EDGE OF PAVEMENT, OR FACE OF (NP•) STOP LINE (n F
<br /> PLAN ryP ES"DDHIE ENTSIN`f°:'ECMT:I CURB (WITHOUT GUTTER), OR EDGE � W
<br /> OF GUTTER PAN (WHEN THERE IS Q o
<br /> f Ax D WINFANNER S��G•GORrvFR Dnr6oFlrv5rnLIAT x. CURB & GUTTER) (TYP.) EDGE OF mLU
<br /> EDGE P ? NO ER PERFDRATED—ARE TUBE HEAD WEN HAMNERNHxG wuHERALUMINUM o! LANE LANE TRAVELED WAY In
<br /> ' GGxF cwxrtu rWxrtu sns o Q
<br /> — — �D — °Owl°E`I"E - SEE NOT o EDGE OF TRAVELED WAY
<br /> o &PERGORATILDICKLARINIE
<br /> HEAwHExFnMNNr R°w.wN ° SHOULDER AREA 2
<br /> cCOx[REE: wwsHERsnSREquIRID O
<br /> w� COMMERCIAL
<br /> INKE LANE
<br /> B�ryp r5 ° SEE NOTES 1T1"DA x 3-3/,"MIN Y uLUf
<br /> n I°LAEs"ssieE-ml" ° woa�� 1. SEE THE CONTRACT PLANS FOR LOCATIONS OF CROSSWALK CENTERLINES.
<br /> WEDGFANaoR O'I IMSEAx TYPICAL SLOPED SURFACE
<br /> ° ANCHOR PLATE INSTALLATION 2. TO THE MAXIMUM EXTENT POSSIBLE, CURB RAMP CENTERLINE SHOULD
<br /> �a Ws -- ° BE PERPENDICULAR TO THE CROSSWALK CENTERLINE. BAR IS ONE INCH ON ORIGINAL DRAVANG.
<br /> �! CITY OF EVERETTti Iti CITY OF EVERETT o—I.
<br /> a . PAI.TEDCURR F�Itj6rPUBLICWORKsovnRTMENT ��� PUBUCwORKSixPPRTMENT 3. TO THE MAXIMUM EXTENT POSSIBLE, CROSSWALKS SHOULD BE IF NOT ONE INCH ON THIS SHEET,
<br /> p, PERPENDICULAR TO THE CENTERLINE OF THE TRAVELED WAY. ADIUST SCALES ACCORDINGLY.
<br /> �^ S BUS PULLOUT 0i/aeaon N TCAATION SE POST ANCHOR
<br /> TYPICAL LEVELSURFACEINSTADIEMLLATION
<br /> `,GN POSTS 0`3iisrzan SCALE: DATE:
<br /> INSTALLATION SECTION ANCHOR PLATE INSTALLATION TRAFFIC SIGN POST
<br /> TRANSIT STOP STRIPING 723 INSTALLATION 716 AS SHOWN 05�12�23
<br /> IN PUBLIC RIGHT-OF-WAY TYPICAL CROSSWALK DETAIL
<br /> 1 NTS DESIGNED BY: CHECKED BY:
<br /> >< PACE DSPROJECT NO. 21586
<br /> www CALL BEFORE
<br /> F YOU DIG 811 C3,1
<br /> G��x UNDERGROUND SERVICE(USA) REV1122-001 SHEET
<br />
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