HomeMy WebLinkAboutC010.18_G3.01-SITE UTILITY DETAILSCONSULTANTPROJECT NUMBER: 220128.00/2020-367CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 01.13.2021DRAWN BY: ARSREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL MIDDLESCHOOL SITE300 S Guilford RdCARMEL, IN 46032IMPROVEMENTSPROJECT : 220128.00PROJECT MANAGER: BNHSITE UTILITY DETAILSG3.01DIA. "G"DIA. "F"PIPEPIPE TURNS54"-66"48"42"-48"48"42"UP TO 60°UP TO 45 °24"-33"33"-36"GREATER THAN 45° TO 90°GREATER THAN 45° TO 90°GREATER THAN 45° TO 90°TURNS UP TO 45°STRAIGHT THRUMANHOLE96"96"84"72"84"60"60""H"-WALLTHICKNESS9"9"9"9"7"6"6"SEE SCHEDULEFOR CASTING TYPEAND ELEVATIONFINISHGRADESTORM MANHOLE - DETAIL B1/2" = 1'-0"24" DIA.PRECAST CONCRETEADJUSTING RING4" MIN. - 12" MAX. SEE DETAILPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPS48" DIA.STANDARD PRECASTMANHOLE CAP OR CONE3" MIN.6'-0" MIN.9"8"MIN.3" MIN.16"TYP.5"5"CONCRETE REDUCER CAP1/2" PER FOOT SLOPEBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEDIA. "F""H""H"1'-0" MIN. OVERHIGHEST PIPEDIA. "G"ONE COMPLETE UNIT OF PRECASTCONC. MANHOLE BASE AND RISER.SEPARATE BASE IS OPTIONALNOTES:MANHOLE CONFORMS TO ASTM C478.JOINTS CONFORM TO ASTM C443.NO BRICK OR BLOCK WILL BEALLOWED IN MANHOLE.AQUA-SWIRL - DETAIL ANTS