HomeMy WebLinkAbout12-C9 DETAILSDETAILSC9C9SHEET:BY:DATE:OWNER FILE NUMBER:DRAWING INFORMATION:BSCE PROJECT NUMBER:ASSOCIATED PROJECTS:CADD FILE NAME:PROJECT NAME:SHEET TITLE:LAND SURVEYORS - ENVIRONMENTAL SPECIALISTS1324 13th Ave. SWP.O. BOX 3625GREAT FALLS, MT 59403(406)727-2185 OFFICE(406)727-3656 FAXwww.bigskyce.comENGINEERS - PLANNERS - DESIGNERS -PROFESSIONAL SEALOWNER:OF23OXXXX23O-C9XXXXCJMBOZEMAN, MT.ATWELL SUITESRE LLCBOZEMAN 7N.T.S.1C9PROVIDE 6" CURBEACH SIDE (REFER TO STD.CURB DETAIL)6" CONCRETE SURFACINGCOMPACTEDSUBGRADE PERNO SCALE3C96" CRUSHED BASE COURSE#4 BAR @24" O.C. E.W.GEOTECH REPORTNOTE:1) P.C.C. PER MPWSS3' 0"7" A.C.BASE COURSE4C9NO SCALETYP. REBAR#4@12" CONTINOUS1"6"2" MINUS CRUSHED6"(MIN. 6" DEPTH)BITUMINOUS (A.C.)COMPACTED SUBGRADE(12" SCARIFY & COMPACTCRUSHED BASE COURSE(10" DEPTH)NO SCALE2C9A.C. SURFACING AND TESTING PER MPWSS1.SURFACING (4" DEPTH)ASPHALT 1ST LIFTASPHALT 2ND LIFT (2" DEPTH)2 EQUAL LIFTSPLACE & COMPACT IN(2" DEPTH)4" ASPHALTTHICKNESSPER GEOTECH REPORT)MIRAFI RS380iFABRICSECTION1% MIN. - 2% MAX.NEW SIDEWALK4"5C9COMPACTED SUBGRADE6" OF CRUSHED(WIDTH VARIES)NEW A.C.BASE COURSENEW C&GNOT TO SCALEALL SIDEWALK & BOULEVARD IN PUBLIC R/W SHALL BE CONSTRUCTED INSTRICT ACCORDANCE WITH THE REQUIREMENTS OF CITY OF BOZEMAN.1.FURNISH EXPANSION JOINT BETWEEN SIDEWALK AND BUILDING FOUNDATIONPER ARCH. DRAWINGS.2.PER GEOTECH REPORT7C9N.T.S.MIN. 1%4"x12" WYESLOPE12" PVCVARIESCONNECT TOUNDERGROUNDDOWN SPOUT LINE(SEE MECH.)4" PVC6"6"1'-6"1'-0"1'-0"1'-6"6"4"3"3"2"2"1"2"1"6"4"5"4 1/4"5"4 1/4"4"3"3"4"6"1"2"1"4"RESERVED PARKING SIGN IS A STANDARDSIGN SUPPLIER BY NUMBER. THE SIGNMUST BE SUPPLEMENTED WITH "VANACCESSIBLE" SIGN & AMOUNT OF THE FINEFOR ILLEGALLY PARKING IN THE RESERVEDWHERE PARKING OR PEDESTRIAN MOVEMENTMINIMUM CLEARANCE OF 7'-0" FROM GROUNDSURFACE TO THE BOTTOM OF SIGN.ALL SIGN MATERIALS & CONSTRUCTIONSPECIFICATIONS" FOR ROAD & BRIDGECONSTRUCTION, LATEST EDITION DISTRIBUTED3.2.1.VANACCESSIBLEPERMIT REQUIRED$100 FINEPERMIT REQUIRED$100 FINERESERVEDPARKINGRESERVEDPARKING8C9HANDICAP SIGNS SHALL BE INSTALLED WITHIN6" PIPE BOLLARD AS SHOWN.4.POST SIGN2'3'2'HANDICAP6"SIGN & MAY BE ORDERED FROM A TRAFFICSPACE. SIGN MUST CONFORM TO ALL LOCAL,STATE & FEDERAL REGULATIONS.OCCUR, THE SIGN SHALL BE MOUNTED WITH ASHALL CONFORM TO THE "STANDARDBY THE MONTANA DEPT. OF TRANSPORTATION.FILL PIPE BOLLARD WITH CONCRETE.5.(W/ PIPE BOLLARD)4.67' INLET4.42' OUTLET4.00'1.25'5.67'11.50'11.25' BASE WIDTH0.83'1.00'4" DWVAIRSPACE1" CONSEALAT JOINTS(TYP.)(2) 6" DWVCOUPLINGS,OR AS REQ.4" AIR GAP,CONTINUOUSLIQUID LEVEL9C9CONTRACTOR SHALL PROVIDE 4" TEST PORT TEE DOWNSTREAM OF GI. CAP ON GRADE SHALL BE MARKED "TEST PORT"NOTES:STANDARD 1500 GALLON GI AS MANUFACTUREDBY ANDERSON PRECAST - BOZEMAN, MT4" DMV 90°ELBOW WITHDOWN TUBEASTM A-48, CLASS 30B CAST IRON FRAME & COVERLID TO READ "GREASE INTERCEPTOR"GRADE RINGSAS REQUIRED24" I.D. ACCESSOPENING24" I.D. ACCESSOPENING24" I.D. ACCESSOPENINGFOR VENT4" SAN-TEE W/DOWN TUBE(TYP.)ALL INTERIOR PIPE &FITTINGS BY CONTRACTORAT THE SITE4" DIA. PIPE W/TANK WALLSEAL (TYP.)1.00'12C92" THICKINSULATIONPIPE LINEPROTECTIVE BEDDINGAROUND INSULATIONPIPE BEDDINGINSULATIONSEWER SERVICES REQUIRE INSULATION ASSHOWN DUE TO COVER DEPTHS LESSTHAN 5' BELOW FINISH GRADEINSULATION SHALL BE 25 PSI EXTRUDEDPOLYSTYRENE, APPROVED FOR SUBGRADE USE1.2.SUBGRADE OR BASE COURSE BELOW CURB AND GUTTER TO BEPER PLANS OR SPECIFICATION.PLACE CONTRACTION JOINTS AT EVERY 15' CURB LENGTH WITH1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8". JOINTS SHALL BE CONSTRUCTED BY SAWING ORSCORING. WHEN SCORING, A TOOL SHALL BE USED WHICH WILLLEAVE CORNERS ROUNDED AND DESTROY AGGREGATE INTERLOCKFOR SPECIFIED MINIMUM DEPTH.CURB & GUTTER SHALL NOT BE PLACED WITHOUT FINAL FORM INSPECTION.P.C., P.I., AND CURB TURNS.COMPACTEDSLOPE1.3.2.4.2'1'912"2"6"REVERSE GRADE GUTTER,AS PER PLANN.T.S.NORMALR3"R4"11C9BASE COURSE1"1"1"1"COMPACTED SUBGRADEPER GEOTECH REPORTPROVIDE MIN. 6"CBC BELOW CURBWEED BARRIER SEPARATINGRIP-RAP FROM NATIVE SOILSUNLESS SPECIFIED OTHERWISE6C9NTS (8-INCH DEPTH) VARIESRIP RAP LINED OVERFLOWELEV=4720.0POND TOP=4720.54:1OVERFLOW WIDTH = 4.5' (MIN.)INSTALL RIP RAP LINING TO EXTERIOR BASE OF POND AS SHOWN10C9NTS6/21/24REV. 2/21/25N.T.S.13C98"1112"2'1'-212"912"14C9NEENAH R-31658" PVCCURB INLET W/8" OUTLET