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HomeMy WebLinkAboutExhibit 48 MAP MSN-EMS_AT_AerialIICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WAT-02 COMPOSITE SITE PLANTURNING MOVEMENT ANALYSISFIRE - AERIAL2CEDAR AVENUE MASON STREET60120SCALE IN FEET0OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA-90PRELIM INARY 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:-DETAILN.T.S.DESIGN VEHICLEACCESS ROUTE #3ACCESS ROUTE #1ACCESSROUTE #2HYDRANT , TYP.-SECTIONN.T.S.TYPICAL PAVINGSUBGRADE COMPACTEDTO 95% MAX. DRY DENSITYPER ASTM D15574" 12" HMA6" CSBC12"SUBGRADEVARIES6.0'BIO-RETENTION3.0'4.0'4.0'4.0'3.0'12.00'DRIVE AISLECL3:13:13:13:14-1/2" CLASS "B"ASPHALT CONCRETE6" CRUSHED SURFACINGBASE COURSE12" SUBGRADE 12" SUBGRADECOMPACTED TO A MINIMUM OF 95%OF ITS MAXIMUM DRY DENSITYUNDER ROADWAYS (TYP).2%GRASS PAVE SEE DETAIL 4/TS-01-SECTION1"=5'FIRELANEFILL CELLS WITH IMPORTEDTOPSOIL 12" BELOW TOP, TYP.HYDROSEED LAWN6" CRUSHED SURFACINGTOP COURSE6" TOPSOIL-SECTIONN.T.S.GRASS PAVERNOTE: FIRELANE & TYPICAL PAVING SECTIONS ARE APPROVEDFOR HEAVY LOADING - INCLUDING 75,000 LB FIRE TANKER - PERGEOTECHNICAL RECOMMENDATIONS.LEGENDACCESS ROUTE #1 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #2 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #3 - TURNING MOVEMENTVEHICLE ENVELOPEDESIGN VEHICLECA received 09/09/25 EXHIBIT 48