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HomeMy WebLinkAboutC3.2 UTILITY DETAILS6-INCH FIRE SUPRESSION Profile Scale: 1"=30' Horiz. 1"=5' Vert. 870 875 880 885 890 895 900 870 875 880 885 890 895 900 0+001+002+003+004+005+006+00 EX. 8" W ELEV. UNKNOWN +00, 8"x6" TAP SADDLECL ELEV. 879.10+04, 6" TAPPING VALVECL ELEV. 879.10+21, 45° VERT. BENDCL ELEV. 879.10+23, 45° VERT. BENDCL ELEV. 877.25+96, 45° VERT. BENDCL ELEV. 877.25+99, 45° VERT. BENDCL ELEV. 880.25+93, 6"x6" TEECL ELEV. 880.25+15, POST INDICATOR VALVECL ELEV. 880.25+30, 45° HORIZ. BENDCL ELEV. 880.25+37, 45° HORIZ. BENDCL ELEV. 880.25+35, 45° HORIZ. BENDCL ELEV. 880.25PR. BUILDING +48, REFER TO DETAIL A/C3.2CL ELEV. 880.25+42, 45° HORIZ. BENDCL ELEV. 880.25Ex. 12" STM Inv. 882.12 +/- Ex. SAN Inv. Elev. Unknown18"MIN.18"MIN.12 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 UTILITY DETAILS C3.2AWM AWM JDB 1'-6" PIPE SLEEVES SHALL BE PROVIDED AT ALL FLOOR PENETRATIONS. LEAD-IN FROM SITE UTILITY PIPING 1' MIN. NOTES: 1.ALL WORK WITHIN BUILDING SHALL BE PER PLUMBING SPECIFICATIONS. 2.COORDINATE FOOTING LOCATIONS AND SLEEVES WITH FOUNDATION CONSTRUCTION. 3.COORDINATE FINAL LOCATIONS AND ELEVATIONS WITH PLUMBING CONTRACTOR. 4.PROVIDE CEMENT-LINED DUCTILE IRON PIPE BEGINNING 5'-0" OUTSIDE OF THE BUILDING AND CONTINUING THROUGH THE FLOOR PENETRATION. CAP WATER SERVICE ABOVE GROUND FOR FUTURE CONNECTION BY THE PLUMBING CONTRACTOR.4'-6" MIN.1'-9" MIN. COORDINATE WITH PLUMBING CONTRACTOR UNI-FLANGE FINISH FLOOR ELEV 886.70 (2)-3/4" RODS ON PRIVATE DOMESTIC WATER SERVICE PIPE (TYP.) CONCRETE THRUST BLOCK PER DETAIL C/C3.2 PIPE SLEEVES SHALL BE PROVIDED AT ALL FOUNDATION PENETRATIONS. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 5'-0" MECHANICAL JOINT 90° ELBOW CEMENT-LINED DUCTILE IRON PIPE PROPOSED BUILDING FACE DETAIL WATER SERVICE TERMINATION (SLAB ON GRADE)N.T.S.A MUELLER CENTURION A-423 PAINTED "SAFETY YELLOW" 6" VALVE BOX BEDDING MATERIAL CONFORMING TO INDOT 903.02, SIZE NO. 8 ONE 8"X8"X16" SOLID CONC. BLOCK OR 6" MIN. CLASS "B" CONCRETE BASE ON UNDISTURBED GROUND DETAIL FIRE HYDRANT N.T.S.B NOTE: 1.ALL THREADS PROVIDED FOR FIRE DEPARTMENT CONNECTIONS SHALL BE PER LOCAL FIRE DEPARTMENT STANDARDS. 3'-0" MIN.4'-6" MIN. COVERAA L D4" MAX.A A LL VC.F.D"L"VC.F.D"L"VC.F.D"L"L"D"VC.F. 10.7 4.0 1.7 0.6 0.3 18 11 9 5 4 32 25 18 14 10 6.8 2.7 1.4 0.6 0.3 18 12 8 5 4 36 24 20 14 10 3.6 1.4 0.7 0.4 0.2 14 9 7 5 4 24 16 12 9 6 1.8 0.7 0.5 0.2 0.1 12 8 6 4 3 14 9 8 5 4 12" 8" 6" 4" 3" STEEL WILL BE USED AS REQUIRED BY ENGINEER DEGREE OF BENDSIZE OF PIPE 11-1/4°22-1/2°45°90° BENDS LESS THAN 90° 90° BENDS SECTION A-A 25.6264113.432366.718323.4161816" DETAIL BACKING FOR BENDS [HORIZONTAL & VERTICAL SAG]N.T.S.C CLASS C CONCRETE NOTES: 1.BACKER DESIGNED FOR 3000 PSF SOIL BEARING. 2.CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH. 3.PROVIDE CLEARANCE FOR REMOVAL OF BOLTS. 32" MIN.1/2" 5-1/2"10"5/8"2"10" 9'1" 7"3/4"2-1/2" 4-1/2"32"10-1/4"STEMRANGETOP STEM (MAX.)6"TOP STEM (MIN.) 2"2" 6"3" 1/2" VALVE BOX 120 LBS. 1/2"R.1"R. 9" 7" 6" 4-1/2" 2"-1/2" 1/2" 9" 12" 1/2"8" VALVE BOX BASE 41 LBS. 1" 2" 1"6-1/2" 8-1/2" VALVE BOX LID 17 LBS. SEC. B-B SEC. A-A 2" 1" 1/4" 1/2" 7/8"4-7/16" 5-3/4" 6-5/8" 3-1/8" 2" VALVE STEM SLEEVE 14 LBS. VALVE STEM 65LBS. (OR C.I. PIPE - ASA022) 7/16" DETAIL HD VALVE BOX N.T.S.D AA B B CC SEC. C-C D+2' LIMITING LINES FOR EXCAVATION LIMIT LINES FOR REPAVING 4'-0"UNLESS OTHERWISESHOWN℄OF WATER LINE BOTTOM OF TRENCH 6"D12" SECTION IN LAWN AREAS SECTION WITH PAVEMENT REPLACEMENT 6" TOPSOIL 2" HMA SURFACE COURSE, TYPE "C" EX. PAVEMENT SAWCUT FULL DEPTH 2" HMA INTERMEDIATE COURSE, TYPE "C" 6" HMA BASE, TYPE "C" COMPACTED * NATIVE OR * GRANULAR MATERIAL AT CONTRACTORS OPTION. COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTED GRANULAR MATERIAL PER ODOT ITEM #8 OR #57 TO TOP OF PIPE. COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTED NATIVE OR GRANULAR MATERIAL AT CONTRACTORS OPTION. COMPACT TO 95% STANDARD PROCTOR DENSITY LOWER LIMITS FOR ROCK EXCAVATION DETAIL TYPICAL WATER LINE TRENCH N.T.S.E X 1.BACKFILL WITH COMPACTED BACKFILL PER CARMEL STANDARD DRAWING 10-32. 2.BACKFILL WITH COMPACTED BACKFILL PER DETAIL E/C3.2. CODED NOTES: