HomeMy WebLinkAbout012 C3.0 CIVIL DETAILSO.D.INLETCASTINGOPENING24" OPENINGAS REQUIREDBLOCK OUT FORINLET & OUTLETPIPE9" SUMP6" PRECAST BASE6"FLAT TOPI.D.PLAN VIEWSECTION VIEW0.2'6" WALLTBC ELEV.RIM ELEV.SCALE: N.T.S.1UTILITY TRENCHTYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ORUNSTABLE FOUNDATIONTYPE 1 PIPE BEDDING PLACED IN6" MAX. LAYERS AND COMPACTEDTHOROUGHLYSELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS ANDCOMPACTED THOROUGHLYNOTE: SLOPING, BENCHING ORSUPPORT SYSTEMS SHALLCONFORM WITH O.S.H.A. CONSTR.STANDARDS FOR EXCAVATIONS.MOUND TRENCH W/ 6" NATIVETOPSOIL OR SUBGRADE PREP.AS REQ'DTYPE 'A' OR 'B' TRENCHBACKFILL AS PER PLANSTRENCH WIDTH = MIN OF 3.5'INSTALL DETECTABLEWARNING TAPEPER SCHEDULE(WATER)MINIMUMDEPTH COVER6"4"SEE SCHEDULENOTES:1.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.2.TYPE 1 PIPE BEDDING SHALL BE GRAVEL, GRAVEL-SAND, OR SAND. THE MATERIALSHALL BE WELL GRADED AND SHALL CONFORM TO THE SOIL TYPE GW (GRAVEL, WELLGRADED) OR SW (SAND, WELL GRADED) OF THE UNIFIED SOIL CLASSIFICATION SYSTEM(USCS). THE MAXIMUM SIZE GRAVEL SHALL BE 34 IN. TYPE 1 BEDDING CONSISTS OF MIN4", OR 18 THE OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER, UNDER THEPIPE AND A MIN. OF 6" ABOVE THE PIPE. PLACE IN MAX. LIFTS OF 6" USING HAND OROTHER COMPACTION METHODS W/O DAMAGING OR DISTURBING THE PIPE.THOROUGHLY COMPACT EACH LAYER.3.TYPE "B" BACKFILL - PLACE BACKFILL IN MAXIMUM 8" LIFTS WITHIN 3% OPTIMUMMOISTER CONTENT, AND COMPACT TO AT LEAST 90% OF MAXIMUM DENSITY ASDETERMINED BY AZE ASHTO T99 OR BY ASTM D698.4.TYPE 'A' BACKFILL: PLACE TRENCH BACKFILL IN MAX. 8" COMPACTED LIFTS W/IN 3% OFOPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF MAX. DRY DENSITYDETERMINED BY AASHTO T99 OR BY ASTM D698.5.SLOPING, BENCHING OR SUPPORT SYSTEMS SHALL CONFORM WITH O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS.HIGH DENSITY RIGID FOAMINSULATION BOARD (IF REQ'D)SCALE: N.T.S.2CLEAN-OUTFINISHED GROUND45°NOTES:1.CLEANOUT DIAMETER SHALL BE SAME DIAMETER OF SEWER MAIN ORSERVICE LINE.2.PLUG END OF LINE CLEANOUT IF SERVICE IS NOT CONNECTED DURINGCONSTRUCTION.3.CLEANOUT TO BE 3" BELOW FINISHED GRADE, UNLESS NEXT TO BUILDINGLEAVE CAP JUST ABOVE FINISHED GRADE.TRAFFIC RATED CASTIRON RING AND COVERWHEN LOCATED INTRAFFIC AREA6"x2" ROUND CONCRETESLAB WHEN LOCATED INROADWAYCLEANOUT PIPE. SEESEWER SCHEDULE FORSIZINGWYE. SEE SEWERSCHEDULE FORSIZINGSCALE: N.T.S.3RECTANGULAR/COMB. STORM DRAIN INLETSCALE: N.T.S.4DOMESTIC WATER SERVICE (COB DETAIL #02660-15A)C3.0AS NOTEDCIVIL DETAILSTGP
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Y HEC Mar 14, 2025 - 4:14pmCAD FILE: M:\244203\Drawings\Construction Drawings\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W Haley SpringsBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252023EVERGOODS BOZEMAN, MTEVERGOODS LLC1/27/2025244203COB SITE PLAN - 22x34 originalsSCALESHEET TITLEDESIGN BY501 E PEACH STR STE DBOZEMAN, MT 59715Road Ste. 101MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI
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ENE1SITE PLAN REVIEW #103/14/2025