HomeMy WebLinkAbout08 C5.2 Civil DetailsRTV VOLUME,SEE SCHED.OUTLET PIPE 12" ØA-2000- PVC AT 0.5%MIN SLOPENOTES:1. ALIGN EMERGENCY OVERFLOW SPILLWAY WITH OUTLET STRUCTURE.DETENTION POND W/ OUTLET STRUCTURESCALE: N.T.S.RIP-RAPCOMPACT FILL TO 95%VEGETATED SWALEAT 1.0% SLOPEPOND INTERIOREXISTING GRADEINLET SCREENDAYLIGHTRIP-RAP OUTLETPROTECTIONOUTLET STRUCTURE, SEEDETAIL 2 THIS SHEET1EMERGENCY OVERFLOW SPILLWAYTOP OF PONDTYPE 'B'COMPACTIONCREST LENGTH4 FEETSIDE SLOPE = 1H:1VTOP OF POND ELEV.(SEE SCHEDULE)SPILLWAY CRESTELEVATION (SEE SCHEDULE)EMBED SPILLWAY WITH4" MINUS RIPRAP100-YRSCALE: N.T.S.3CULVERT (MDT DWG. NO. 603-02)FINISHED GRADE OF ROADWAYCORREGATED STEEL CULVERT(CMP) OR ENGINEER APPROVEDEQUALINSTALL FLARED END SECTION(TYP.)6"-8" COBBLES SHALL BE USED FORINLET & OUTLET PROTECTIONCOMPACT NON-PERMEABLEMATERIAL TO PREVENT FLOWTHRU BEDDING MATERIAL ATINLET/OUTLETCOMPACTED 34" - 1" ROAD MIX OR34"-1" WASH ROCK FOR BEDDINGMATERIAL (TYP.)ROAD SECTIONCONNECTORSECTIONSECTIONELEVATIONTYPICAL CROSS SECTIONALTERNATE CONNECTIONREINFORCED EDGESKIRTSECTIONTOEEDGETOEEDGEAPPROX. 3:1SLOPETHREADEDRODSIDE LUGDIA.CLWAABAPPROX.20 DEG.2"8"LNOTES:1.TOE PLATE, WHERE NEEDED, TO BE PUNCHEDTO MATCH HOLES IN SKIRT LIP. 38" GALV. BOLTESTO BE FURNISHED. LENGTH OF TOE PLATE ISW+10" FOR 12" TO 30" DIA. PIPE AND W+22 FOR36" TO 60" DIA. PIPE.2.SKIRT SECTION FOR 12" TO 30" DIA. PIPE TO BEMADE IN ONE PIECE.3.SKIRT SECTION FOR 36" TO 54" PIPE TO BEMADE FROM TWO SHEETS. JOINED BY RIVETINGOR BOLTING ON CENTER LINE, 60" MAY BECONSTRUCTED IN 3 PIECES.4.CONNECTOR SECTION, CORNER PLATE ANDTOE PLATE TO BE SAME SHEET THICKNESS ASSKIRT.5.END SECTIONS AND FITTINGS ARE TO BEGALVANIZED STEEL OR ALUMINUM ALLOY FORUSE WITH LIKE PIPE.6.WHERE FLARED END SECTIONS ARE TO BEUSED WITH BITUMINOUS COATED AND PAVEDMETAL PIPE, THEY ARE TO BE GALVANIZEDONLY.HOLES ON 12" CENTERS(MAX)SCALE: N.T.S.2DETENTION POND OUTLET STRUCTUREINV. OUTGRATE VIEWSECTION VIEWPLAN VIEWA-A CROSS SECTIONWEIR / ORIFICE(SEE SCHED.)CLAANOTE:-ALL CONCRETE THICKNESS DIMENSIONSPER ANDERSON PRECASTINLET TO OUTLETANGLE- SEE PLANINV. IN =INV. OUT9" SUMPINV. IN =INV. OUTRIMELEV.ORIFICEINV.WEIR WIDTH(SEE SCHED)6" DISCHARGE WEIRORIFICEDIAMTER(SEE SCHED.)TOP OFPOND2"6" WEIRWEIR INV.SECTION VIEWEMERGENCY OVERFLOW SPILLWAYSCALE: N.T.S.4POND EMBANKMENT DETAILNOTES:1.EMBANKMENT SLOPES MUST BE CONSTRUCTED BY EXCAVATING A KEY. KEYWIDTH SHALL BE 50% OF THE BERM BASE WIDTH AND KEY DEPTH SHALL BE50% OF THE BERM HEIGHT. CONTRACTOR SHALL USE NATIVE MATERIAL ASDETERMINED SUITABLE BY THE DESIGN ENGINEER.3 H : 1 VEXTERIORSLOPE4 H : 1 VINTERIORSLOPETOP OF BERM ELEV.(SEE PLAN)POND BOTTOMEXISTING GROUNDCOMPACT FILL TO95% OF STANDARDPROCTOR1'MIN.1' MIN.(HEIGHT VARIES)C5.2N.T.S.CIVIL DETAILSBVHEC Nov 11, 2022 - 12:05pmCAD FILE: M:\193190\Drawings\Construction Drawings\10- DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018E. FRONTAGE ROADBOZEMAN, MT 59715FRONTAGE ROAD LLC11/11/202219319022x34 originals SCALESHEET TITLEDESIGN BYPO BOX 1070BOZEMAN, MT 59771COMMERCIAL DEVELOPMENT