HomeMy WebLinkAbout007-C1.5_CivilDetails_03102022SCALE: N.T.S.9FIRE HYDRANT (CoB DRAWING NO. 02660-4)NEW HYDRANT, MUELLERSUPER CENTURION 250 ORWATEROUS PACERPUMPER NOZZLE TO FACEROADWAY UNLESSDIRECTED OTHERWISEADJUSTABLE SCREW TYPEVALVE BOX WITH LIDELEV. ASSHOWN ONPLANS OR 0.2'ABOVE TBCCONC.THRUSTBLOCK MIN.2 SQ FTBEARINGSURFACEMIN. 0.5CUBIC YARDWASHEDGRAVELCONC,THRUSTBLOCKAWWA TEE ORTAPPINGSLEEVE ONWATER MAINNOTES:1.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED INSTEAD OFCONCRETE THRUST BLOCK.2.HYDRANT WEEP HOLES TO REMAIN UNOBSTRUCTED. INSTALL PLUMB W/ MIN. 4'-0"CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.)WATERMAINUNDISTURBED EARTHNEW 6" AUXILIARYGATE VALVEMIN. COVER6.5'SCALE: N.T.S.848" Ø MANHOLE (CoBOZEMAN DRAWING NO. 02720-3)NOTES:1.SLOPE ALL SHELVES TO CHANNEL AT 1" PER FOOT.2.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTINGMATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.3.MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH DEQ CIRCULAR 2, SECTION 34.7. ONE OPTION IS TO VACUUM TEST THEMANHOLES PER ASTM C1244.CHANNEL = DIA. OF PIPEAAINV. ININV. OUTRIM ELEV.SLOPE AT 1" PER FOOTCHANNEL TO FULLPIPE DEPTHSECTION A-AFRAME AND COVER5.0" (TYP.)PRECAST REINFORCEDCONCRETE MANHOLE RISERAND ECCENTRIC CONE TOPMANUFACTURED INACCORDANCE WITH ASTMDESIGNATION C-478.SHELF-SLOPE 1"PER FOOTTOWARDCHANNEL.SEE SECTION A-A#4 BARS - 1'-0" c-cPRECAST OR CAST-IN-PLACE BASE. POURED-IN-PLACEBASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS8 INCHES. PRECAST BASE, MINIMUM THICKNESS IS 6INCHES. ALL BASES REINFORCED AS SHOWN.FLEXIBLE GASKETEDJOINT (TYPICAL FORRECAST BASES - SEEJOINT DETAIL)JOINT DETAIL℄MANHOLE STEPSAT 16" CENTERS12" MAX (TYP FORCAST-IN-PLACE BASES)GROUT INVERT TO SPRINGLINE OFPIPE IF GAP BETWEEN PIPE ANDCHANNEL IS GREATER THAN 18"CHANNELFLOWLINEMANHOLE BASEVARIES 4'2'7"ADJUSTABLE RINGS,2" MIN., 12" MAX48" MANHOLE: 48" DIA. MINIF OVERALL DEPTH IS LESSTHAN 5', FORGO CONESECTION & INSTALL FLAT TOPCONCRETE LIDTOP OF PIPE MAY NOTEXTEND PAST INSIDEWALL OF MANHOL. ISNECESSARY TOP HALF OFPIPE MAY BE TRIMMEDOFF SMOOTH (8" Ø ONLY)C1.5AS NOTEDCIVIL DETAILSCKHEC Mar 10, 2022 - 2:17pmCAD FILE: M:\213624\Drawings\Site Plan Submittal\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018LOT 17 ROYAL WOLF ROAD BOZEMAN, MT03/08/202221362422x34 originals SCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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