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HomeMy WebLinkAbout030 - C600 - DETAILS4"10"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.REFER TO PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT MIXED USE BUILDING 112 S. CHURCH AVE BY RAWHIDE ENGINEERINGNOVEMBER 13, 20252.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES(8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINEDBY ASTM D 698.3.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZEOF THREE INCHES (3").4.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OFONE AND ONE-HALF INCHES (1-1/2").5.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.6.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.7.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4")AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYINGAND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH OF 6" MINUSPIT-RUN GRAVELASPHALTCONCRETE PAVEMENTNATIVE GROUND6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE28"MINIMUM24"MINIMUM***BLUE PAINT***±5'-2"±4'-8"**WHITE PAINT - STROKE WIDTH = 3" (MIN)REFER TO "STANDARD HIGHWAY SIGNS,2004 EDITION" APPENDIX (PAGE 6-31)FOR HANDICAPPED SYMBOL DESIGN6"9"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.REINFORCED CONCRETEPAVEMENT W/ WIRE MESHNATIVE GROUNDMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSEMINIMUM DEPTH OF 6" MINUSPIT RUN GRAVELRESERVEDPARKINGVANACCESSIBLE$100 FINEPERMIT REQUIREDRESERVEDPARKING$100 FINEPERMIT REQUIRED1"18"6"12"1"6"1"6"STANDARDACCESSIBLE PARKINGSPACE SIGN ASSEMBLYVANACCESSIBLE PARKINGSPACE SIGN ASSEMBLY18"12"$100 FINEPERMIT REQUIRED1.5"0.5"1"1.5"1.5"12"$100 FINE PLAQUE DETAILNOTES:1.SIGNS TO BE MOUNTED ON BUILDING FACE AS APPLICABLE ANDAPPROVED BY OWNER.2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USINGNEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLICWASHERS.R7-8NA(NO ARROW)12" x 18"R7-8NA(NO ARROW)12" x 18""$100 FINE"PLAQUE12" x 6"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"WHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREEN SERIESD LETTERS1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOORBACKFLOW PREVENTION ASSEMBLYREQUIRED BACKFLOW PREVENTIONDEVICE TO BE DETERMINED BYWATER SUPERINTENDENTMETER SIZED SAMEAS INCOMING LINE,NO EXCEPTIONS4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCKNO PRESSURE GAUGES ORPRESSURE GAUGE FITTINGSWILL BE ALLOWED ON THE TESTPORTS OF ANY BACKFLOWPREVENTION ASSEMBLY.***A MINIMUM OF FOUR (4) PIPEDIAMETERS OF STRAIGHT RUNPIPE IS REQUIRED UPSTREAMAND DOWNSTREAM OF THEMETER / STRAINER ASSEMBLY90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICALJOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFBACKFLOW PREVENTION ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A ULLISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THESAME SIZE AS THE SERVICE LINE. COMBINATION STRAINER /METER IMMEDIATELY FOLLOWING OS&Y VALVE - METERMUST SET HORIZONTAL.2.ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERNCALIFORNIA FOUNDATION FOR CROSS CONNECTIONCONTROL AND HYDRAULIC RESEARCH (USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWOFEET (2') AND MAXIMUM OF THREE FEET (3') ABOVE THEFINISHED FLOOR.4.THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2')FROM ANY OUTSIDE WALL.5.THE INCOMING SERVICE LINE SHALL BE A MINIMUM OF 6.5'AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE.6.ALL SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUMPRESSURE RATING OF 175 PSI.7.ALL SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BECLASS 51 DUCTILE IRON PIPE.8.LINE SIZING: THE BACKFLOW PREVENTION ASSEMBLY ANDMETER SHALL BE EQUAL IN SIZE TO BOTH THE INCOMINGPIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER(DOWNSTREAM). FOR EXAMPLE, A FOUR INCH (4") SERVICELINE SHALL HAVE A FOUR INCH (4") METER AND BACKFLOWPREVENTION ASSEMBLY.9.A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUNPIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THEMETER / STRAINER ASSEMBLY.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Dec/04/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - DETAILS.DWG THE DEPOT ON CHURCH112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANADETAILS8C600JAZJAZCMS11/14/25 1STANDARD DUTY BITUMINOUS PAVEMENTHEAVY DUTY - ALLEYNOT TO SCALE4ACCESSIBLE PARKING PAVEMENT SYMBOL DETAILNOT TO SCALE2CONCRETE SIDEWALK (BUILDING EAST)NOT TO SCALE3ACCESSIBLE PARKING SIGN DETAILNOT TO SCALE5WATER SERVICE DETAIL FOR SERVICE 4" AND LARGERNOT TO SCALENo. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER