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HomeMy WebLinkAboutExhibit 66-06 Mason Street Project Final - Site Development Plans Part 2IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW W60120SCALE IN FEET0WA-01 WATER SYSTEM& FIRE PROTECTIONPLAN1OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLE250' HYDRANT RADIUS8" WFMSDPFOSSPROPOSED 8"WATER MAINSERVICELATERAL,TYP.EXISTING FIREHYDRANTEXISTING FIREHYDRANTEXISTING FIREHYDRANTPROPOSED FIREHYDRANT, TYP.250' HYDRANT RADIUS , TYP.4 IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WCEDAR AVENUE MASON STREET60120SCALE IN FEET0OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:150' 150'150' HOSE COVERAGE, TYP.250' HYDRANT RADIUS, TYP.-EMERGENCY RESPONSE150' HOSE LENGTHEVALUATION24 IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WOF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:AT-01 COMPOSITE SITE PLANTURNING MOVEMENT ANALYSISFIRE - PUMPER3LEGENDACCESS ROUTE #1 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #2 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #3 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #4 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #5 - TURNING MOVEMENTVEHICLE ENVELOPEDESIGN VEHICLECEDAR AVENUE MASON STREET60120SCALE IN FEET0-SECTIONN.T.S.TYPICAL PAVINGSUBGRADE COMPACTEDTO 95% MAX. DRY DENSITYPER ASTM D15574" 12" HMA6" CSBC12"SUBGRADEVARIES-DETAILN.T.S.DESIGN VEHICLEACCESS ROUTE #5ACCESS ROUTE #1ACCESS ROUTE #2ACCESS ROUTE #3ACCESSROUTE #4HYDRANT , TYP.6.0'BIO-RETENTION4.0'4.0'4.0'4.0'4.0'CL3:13:13:13:14-1/2" 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.4 IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WAT-02 COMPOSITE SITE PLANTURNING MOVEMENT ANALYSISFIRE - AERIAL4CEDAR AVENUE MASON STREET60120SCALE IN FEET0OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 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-RETENTION4.0'4.0'4.0'4.0'4.0'CL3:13:13:13:14-1/2" 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 VEHICLE4