HomeMy WebLinkAboutC640 - Site Utility Details-SU2.4FIRE HYDRANT ASSEMBLY - DETAIL ANO SCALEJOINT RESTRAINT TABLE - DETAIL BNO SCALETRENCH DETAIL AND TRENCH SCHEDULE - DETAIL CNO SCALEWATER LINE CROSSING - DETAIL DNO SCALEVALVE BOX LIDS - DETAIL ENO SCALESHUTBODY6" DIAMETER5'-0" (MIN.)518"12" DIAMETERSTANDPIPE(PAINTED BLACK)TO RISER ROOMSTANDPIPE GROUND LINE MARKGROUND LINE ORFINISHED GRADETAMPERSWITCH (SEEINSET)PADLOCKPADLOCKTAMPERSWITCHINSET3'-0"1.ALL POST INDICATOR VALVES SHALL BEINSTALLED WITH AN ELECTRONIC UL LISTEDTAMPER SWITCH.2.THERE SHALL BE 36" OF UNOBSTRUCTEDCLEARANCE AROUND THE PERIMETER OFALL POST INDICATOR VALVES.3.POST INDICATOR VALVE SHALL BE LOCATEDAT A MINIMUM 5-ft FROM BUILDING ANDSHALL BE COORDINATED WITH LOCAL FIREDEPARTMENT.POST INDICATOR VALVE - DETAIL FNO SCALEFINISH FLOORMOUNTING PLATEUPRIGHT POST INDICATOR -VICTAULIC SERIES 774(PAINTED RED)BUILDING RISERSEE MEP PLANSVIC AWWA TRANSITIONCOUPLING STYLE 307NO SCALEFIRE DEPARTMENT STORZ CONNECTION - DETAIL JAUTO. SPKR.F IRE DEPT. CONNECTION4" NPTFEMALE
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.FIRE DEPARTMENTIDENTIFICATIONRING30° ELBOW5" STORZ x 4" NPT FEMALE RIGIDw/ STORZ CAP w/ CABLERAISED LETTERING(TYP.)CAST ALUMINUM PLATEPAINTED REDLETTERING TO BEPAINTED WHITE(TYP.)RINGS TO BE PAINTEDWHITE (TYP.)A-MAX. HEIGHT 5'B-MIN. DEPTH 4 1/2"C -30" TO 36" ABOVE GRADESEE ENLARGEMENT "A"ENLARGEMENT "A"FIRE DEPARTMENTIDENTIFICATION RINGTHRUST BLOCK NOTES:PIPE JOINT AND BOLTS MUST BE ACCESSIBLE.CONCRETE SHALL BE CURED FOR MINIMUM OF 7DAYS AND SHALL HAVE A COMPRESSION STRENGTHOF 3000 P.S.I. @ 28 DAYS.THRUST BLOCKS SHALL BE POSITIONED TOCOUNTERACT THE DIRECTION OF THE RESULTANTTHRUST FORCE.CONTRACTOR SHALL NOTIFY ENGINEER IF SOIL OFLESS THAN 2000 P.S.F. IS ENCOUNTERED.FIVE (5) MIL POLYETHYLENE PLASTIC SHALL BE USEDTO COVER FITTINGS PRIOR TO POURING THE THRUSTBLOCK.1.2.3.4.5.MAXIMUM OPERATING PRESSURE:SURGE ALLOWANCE:THRUST DESIGN PRESSURE:BASED ON 2000 P.S.F. SOILTHRUST BLOCK DESIGN DATAPLAN VIEW12,0006,7008,40019,00010,50013,50028,00015,5008146.55943.562.752.75432.522.51.7533.52.523222.56" 90° BEND6" 45° BEND6" TEE OR PLUG8" 90° BEND8" 45° BEND8" TEE OR PLUG10" 90° BEND10" 45° BENDFITTINGTHRUSTAREA (S.F.)WIDTH (FT.)HEIGHT(FT.)TOTAL POUNDSTOTAL BEARINGTHRUST BLOCKTHRUST BLOCK REQUIREMENTSWATER MAIN2000 PSF MIN.UNDISTURBEDEARTH2000 PSF MIN.UNDISTURBEDEARTHFINISHGRADECONCRETETHRUSTBLOCK -SEETABLEWIDTH45°45°4'-0" MIN.HEIGHT 1'-0"MIN.CONCRETETHRUSTBLOCK -SEETABLESECTION 85 P.S.I.100 P.S.I.185 P.S.I.19,50041,00023,00028,00070,00038,00050,000142519351220103.5546343.5455645310" TEE OR PLUG12" 90° BEND12" 45° BEND12" TEE OR PLUG16" 90° BEND16" 45° BEND16" TEE OR PLUGFITTINGTHRUSTAREA (S.F.)WIDTH (FT.)HEIGHT(FT.)TOTAL POUNDSTOTAL BEARINGTHRUST BLOCKTHRUST BLOCK REQUIREMENTSNO SCALETHRUST BLOCK - DETAIL LDRY FIRE DEPARTMENT CONNECTION (DRY FDC) - DETAIL KNO SCALEAUTO. SPKR.F IRE DEPT. CONNECTION4" NPTFEMALE
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.FIRE DEPARTMENTIDENTIFICATIONRING30° ELBOW5" STORZ x 4" NPT FEMALE RIGIDw/ STORZ CAP w/ CABLERAISED LETTERING(TYP.)CAST ALUMINUM PLATEPAINTED REDLETTERING TO BEPAINTED WHITE(TYP.)RINGS TO BE PAINTEDWHITE (TYP.)A-MAX. HEIGHT 5'B-MIN. DEPTH 4 1/2"C -30" TO 36" ABOVE GRADESEE ENLARGEMENT "A"ENLARGEMENT "A"FIRE DEPARTMENTIDENTIFICATION RING100% CONSTRUCTION DOCUMENTSCOPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTKEY PLANBUILDING "A"BUILDING "B"ABSOUTHSUPPORTBUILDINGGREYHOUNDACTIVITIESCENTER5201 E Main Street, Carmel, IN 46033317-844-9961PROJECT NUMBER: 222154.00PROJECT ISSUE DATE: 7.26.2024DRAWN BY: ARS317.848.0966350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204PROJECT MANAGER: PMR222154.00CARMEL HIGHSCHOOL STADIUMGRANDSTANDRENOVATIONPROJECTCARMEL CLAY SCHOOLS2390 E. SMOKY ROW (HOME SIDE)2450 E. SMOKY ROW (VISITOR SIDE)CARMEL, IN 46032PLANNORTHREV.NO.DESCRIPTIONDATE19700317No.CITY SUBMITTAL08-14-20241SU2.4SITE UTILITYDETAILSFINISH GRADENO SCALE4"WRAP VALVEWITH PLASTICBEFORE INSTALLINGSUPPORT ORTHRUST BLOCKUNDISTURBED EARTHWATER MAIN2'-0" SQUAREGATE VALVE INSTALLATION - DETAIL G2'x2'x4" THICKCONCRETE COLLARSET TOP FLUSHW/ GRADEVALVE BOX WITH COVER(TO BE MARKED "WATER")AS DEFINED BY DEPTHOF COVERREQUIREMENT TABLE INIDEM RULE 327 IAC8-3.2-17(d)TOP OFWATER MAINPOURED CONC.THRUST BLOCK (3CU. FT. MINIMUM)OR SOLIDCONCRETE BLOCKLENGTH AS SHOWNON DRAWINGSCONCRETENO SCALETYPICAL IN-LINE PIPE CUT ANDRESTRAINED PLUG - DETAIL HEXISTING PIPETO REMAIN INSERVICE ORNEW MAINMECHANICAL JOINT,RESTRAINED CAP ORPLUGABANDONEDEXISTING PIPEREMOVE 5-FEET MINIMUM,OR LENGTH AS SHOWN ONDRAWINGS AND FILL WITHCONCRETE.100 PSI FLOWABLE FILL2'-0"RESTRAINEDCAP OR PLUG