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WRBBGUTTERPAMMSIDEWAUR THE COCES <br />EXIBIWGCUPBB GUTTERSIWLL BEREMOVEO NTff NEOPEBT NIM PEYpID iNE CURB TWNGIIIONBOR TO TME <br />E%+EM+NOT NO REMAININGSEt+ICN CF LVRBQR GVRBB GVi+ER IBLESs TMW 5'LQVG TIEEY511NG <br />sroewau sHAt BF RFAG VEo ro +HF NFwRFs+ wlNr BFvovo nE nuvsrnary soPF wvix awuvG GR ro rHF <br />LOWDARK <br />B TRUNCATED DOMES TO BEINBTALLED USING ARMOST TL ERCAS NPLA E DOME DTACTLE ME PAGE ANSWER <br />AM N24 pR OTHER FWIVALEMAPPROVED MATERIAL MEFF UFACNRERAR METACTRESYSTEAM <br />VALE MTGHELL(B19J6231616 UNLESS PAVERS ARE REGWRF➢CON VERIFY THAT CURB <br />RAMINS WET LOCAL RUDER AM) AREA REQUIREMENTS. <br />i41 DETECTABLE WARNING DEVICE <br />C� NOT TO SCALE <br />CFA DETAILS <br />FOR <br />CHICK-FIL-A EVERETT <br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. <br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />` REQUIRED AT ALL JUNCTIONS WITH CONCRETE <br />NOTE: <br />RN CWRR KCNEERML REFEREVCE GEOTECNNICAL <br />REF0.PTF a Ni CIIW WIREMENi3. <br />tt PAVEMENT EDGE DETAIL <br />G.1 NOT TOSCALE <br />TRANSVeueiiSES <br />GFTIECROSSWALN <br />PER THE SITE PLAN <br />12' WIDE WHITE STRIPES <br />a UP CENTERS <br />OR THE LROSSwAK <br />PERTHESREPUN <br />NOTES'. <br />REQUIREMENTS AND AN OUTLINED IN SECTION M OF THE <br />ON <br />UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND MANUAL <br />2 WARNINGS WITHIN PRIVATE PARKING LOT SHALL BE PER S. THESE MEANINGS ARE TO BE RANGED RERECTNE WHITE.IS DETAIL <br />i71 CROSSWALKMARKINGS <br />C4.1 NOTTOSS <br />SURRFACE$ OF RAMP SHALL HAVE <br />TRANSVERSE PREPARE, <br />64. <br />PU L XTV I ) <br />MAY <br />l <br />MAX <br />A <br />aA <br />9'a^ <br />MECrABLE AWAITING 4 <br />sa <br />OEVIGE (WHERE REWIRED) G0.fMIN <br />FRCIAWTOC <br />PLAN <br />Auu <br />HAVEAM AXmELRARP <br />11 <br />SECTION <br />f(I EWANSIW <br />HENR YP) <br />NOTES: <br />I. THE BURFM'EKTHE PAMPSHNLHAVECETECTPBLEWARNINGB ABSpWN. DETECTABLE WARNINCSSHALL <br />LPVBISTNMIGED TRUNUIED WBfES SEE DETEttililE WRRNINGB OETALL. <br />23 REARER PgN3iTo � FOR <br />OADJACENT SLOPER <br />4L GRE CROSS ROPER OF THE FAMP SURFACE SHALL BE My GREARTnER THAN LOU, <br />S.0 STRIESNOFL ERAMPS SLLfTCHAPIOWWGSIOEYYALKOETNL. <br />RKVPSIDEWALK ACCESSIBLE RAMP <br />NOT TOSCALE <br />MAXIMUM <br />J / <br />sEENOTE�STORM SEINER PIPE (SUE VARIES) <br />45' BEND SEE GRADING PUN FOR LOCATION <br />(SCXIO PVC) TO WITHIN 5 FROM BUILDING. REMANDER <br />TOBUILDINGBHWKUP ISTENANTRESPoNSISILITY <br />NOTES <br />iWJIZ)PEET.PIFEMUSEBE BLNEWnE90 PYC. EDR <br />R TINNIWO(2)FEET"RRFLE%IBLEPIPE AMYBEI/BEO. REFER NS=EGFICATION9 FORALLGWABLE <br />PNETYPEB�� <br />3 AWAMRTIGMGPVNECTI&MUBEWIMAIWOMTHANYRWNBITIQVFROMSCNEgLLE10PVG%PETO <br />ANY pTNER %PE iYFE <br />9 BEB CIXLE�AOP OSAm� B INSiALIFOBEEORE iNE�WKWNSIXMITSAREIR�TILFD ON iRE <br />tp BUILDING DOWNSPOUT CONNECTION <br />u.f Norw8CALE <br />NOTES: <br />I. NO. s SMOOTH MAYBt&1P MAY BE USED m s WGI AND B mGf <br />PAV WWE ICKNESB <br />3 DONELME RS SSYMLL�DttLED INTO PAVEMENT FORESOMPALL Y BY USE <br />LDX�EYN� lSPTA E ABLE, ,SHINGD LBRSWMQ T <br />5 MINi3PACINGTOBENRi'(EVERYO+HERJWNT) <br />EXPANSION JOINT <br />C0.1 NOTTO SCALE <br />w+e lMo.c.A <br />(IKK✓J40�RnR QPmImWLV�PEcaryfRATER <br />i21 18" STEP -OFF CURB <br />CCf NOTTO SCALE <br />y <br />RTWALSBVERT JUROMSEALMG coMPNAVD <br />£ <br />?QPi"NO SEumG cdnPOux01 <br />bi <br />WB9RS ox IB'CTRS BOrx <br />ways sEE rvolE>1 <br />HOTEL <br />. JOINTSPACING TOM ITA 12NXTHEYERYOTHERJOMT BEING <br />ANEYPANNONJOINT <br />q) CONTRACTION JOINT <br />L4.1 NOT TO SCALE <br />TROVELEO. ROUNDED <br />CONCRETE <br />(SCHEOU. ANFLTED <br />AMLFAUTWOOOLWOK <br />GrcREre <br />BROMETi EXI= <br />ENAMELPAIMATORCGIFORATA <br />IYE TNRV <br />PAmFBOIAROWITH 3ROIJZE <br />CONCREIEFAVEMENT <br />sloeaPxlwnaus <br />CONCRETE BOLLARD <br />C4.1 NOT TO SCALE <br />EXPANSION JOINT AT My INTERVILS <br />CEMENT CONCRETE BARRIER CURB <br />C4.f NOTTO SCALE <br />E <br />C <br />L! <br />B <br />0 <br />O ��OGO00 <br />�o <br />O <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA98032 <br />425.251.6222 <br />barghausen.com <br />FSR#04669 <br />BUILDING TYPE I SIZE'. <br />RELEASE' <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />CONSULTANT PROJECT% 21E37 <br />PRINTEDFOR <br />DATE 4/26/2022 <br />A DRAWN BY ADS <br />mm•„I.6,n anode a US dwho.m In a elBlml Wo <br />pirmalUni <br />be momod <br />MY now <br />AUWz"ossr "Wal=not hamn <br />SHEET H <br />CFA DETAILS <br />4 <br />3 <br />2 <br />1 <br />SHEET NUMBER <br />C4m1 <br />