Loading...
HomeMy WebLinkAbout025 C7.0-DETAILS18"MADRAX U190 U-STYLE BIKE RACKOR APPROVED EQUALØ 1 7/8" STEEL TUBING19 7/8"30-36"IN-GROUNDOR FLUSH MOUNT PERMANUFACTURERSPECIFICATIONS4" CONCRETEPAD3/4" WASHED ROCKCONCRETE TO MATCHSIDEWALK SECTIONRANGE 5 APARTMENTS Bozeman, Montana Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright © 2023 Bechtle Architects 3825 Valley Commons Drive #3 Bozeman, MT 59718 406.585.4161 ph 406.585.6919 fax BECHTLEARCHITECTS THIS LINE IS 1 INCH LONG WHEN PRINTED TO FULL SCALE May 07, 2024PO BOX 888 Belgrade, MT 59714SITE PLANSUBMITTALTAOMNNAR N GEOSEFSINAL ROPEINECOTEETHAN LNo. 60593PEELICNES D05/07/202423-013.1JOB:REVISION SCHEDULENo. Description Date1 SP 01 01/25/242 SP 02 05/07/24C7.0DETAILSCONCRETE SIDEWALK DETAIL9SCALE: NTSINTEGRAL CONCRETE CURB & GUTTER1SCALE: NTSRESIDENTIAL DRIVEWAY APPROACHAND SIDEWALK DETAILS61.50%1.50%NOTE: JOINTS REQUIRED IN 10' MAX. INTERVALS3' VALLEY GUTTER DETAIL3'12" PER 1' SLOPEASPHALT PARKINGSURFACE PER PLANS3SCALE: NTSCOMPACTED SUBGRADE / BASE GRAVELSPER PARKING LOT SECTION DETAILMIN. 6" THICKM-4000 CONCRETE#4 BARS ON 2'x2' GRIDCENTERED IN SLAB12" THICK SECTION OF 1.5"MINUS CRUSHED GRAVEL24" MININSTALL DETECTABLEWARNING SURFACE ACROSSENTIRE WIDTH OF RAMP1:12 MAX 6" THICK CONCRETE RAMP ANDLEVEL LANDING PADW/ 3" COMPACTED GRAVEL BASEDROP CURB (NO LIP)INTEGRAL CURB& GUTTER18" TRANSITION FROMDROP CURB TO FULLHEIGHT CURB5'x5' MIN. LEVELLANDING PAD2% MAX 2% MAXSIDEWALKPER PLAN5% MAXSLOPE WITHIN4' OF CURBADA SIDEWALK RAMP DETAIL4SCALE: NTS2% MAXNOTE: ANY RECOMMENDATIONS IN THE SITE GEOTECHNICAL REPORT REGARDINGASPHALT AND BASE GRAVEL SECTIONS SHALL TAKE PRECEDENCE OVER THIS DETAILASPHALT PAVEMENT SECTION2SCALE: NTSMIRAFI 160N GEOTEXTILE FABRICOR APPROVED EQUALCOMPACTED SUBGRADE6" THICK SECTION OF 1.5"MINUS CRUSHED GRAVEL12" THICK SECTION OF 6" MINUSPIT RUN BASE GRAVEL3" THICK SECTION OF COMPACTEDASPHALT PAVEMENTNON RESIDENTIAL DRIVEWAY APPROACH7SCALE: NTSCONCRETE STORM DRAINAGEOUTLET AND INLET CHASES8SCALE: NTSADA STALLWITDH PER PLAN(8' TYP.)LOADING ZONEWIDTH PER PLAN(8' TYP.)INTERNATIONAL SYMBOLOF ACCESSIBILITY.INTEGRAL CURB& GUTTER4" THICKCONCRETESIDEWALK.WIDTH VARIESPER PLAN5' WIDEMIN. LEVELLANDING PADDEPRESSED TODROP CURBELEVATION 2% MAX SLOPEINSTALL DETECTABLEWARNING SURFACE ACROSSENTIRE WIDTH OF RAMP24" MINDROP CURB (NO LIP)1:12 MAX1:12 MAX6' RAMP(TYP. OF 2)4" THICK SOLID YELLOWPAINTED LINES18'2% MAX SLOPE IN ALLDIRECTIONS ACROSS ADASTALL AND LOADING ZONE4" THICKCONCRETESIDEWALK.WIDTH VARIESPER PLANPARKING STALL PER PLAN(EITHER STANDARD 9' WIDESTALL OR ADA STALL)ADA PARKING SIGNADA PARKING STALL AND SIDEWALK RAMP DETAIL5SCALE: NTSNOTES:1. SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF TRAIL.2. INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINTFOR THE FULL DEPTH OF CONCRETE.3. FINISH CONCRETE WITH LIGHT BROOM FINISH.CONCRETE CLASS 1 TRAIL SECTION12SCALE: NTSCOMPACTED SUBGRADE3" THICK MIN. SECTION OF1.5" MINUS WASHED ROCK6" THICK SECTION CLASS M4000 CONCRETEREINFORCED WITH 1.5 POUNDS PER CUBICYARD OF FIBER MESH4:1 MAX4:1 MAX6' WIDTH2% MAX SLOPEREFERENCE: C.O.B. STD. DWG. NO. 02529-17U-STYLE BIKE RACK10SCALE: NTSADA SIGN POST INSTALLATION DETAIL11SCALE: NTSRESERVEDPARKINGPERMITREQUIRED$100 FINEVAN-ACCESSIBLESIGN MOUNTED PERMANUFACTURERSPECIFICATIONS. MUTCD R7-8RESERVED PARKING SIGN TOCONFORM WITH THE CITY OFBOZEMAN STANDARDS.2" PERFORATEDSQUARE TUBE POSTVAN ACCESSIBLEAS NOTED ON SITEPLANNOTES:1. PATHWAYS SHALL BE DESIGNED TO SUPPORT A MINIMUMDESIGN LOAD OF 25,00 ESAL.2. A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE PRIORTO PLACEMENT FO THE GRAVEL BASE.3. A CONSTRUCTION SEAL SHALL BE APPLIED TO THE PAVEDSURFACE IMMEDIATELY FOLLOWING FINAL ROLLING AT A RATEOF 0.1 GALLON/SQUARE YARDASPHALT PATHWAY TYPICAL SECTION13SCALE: NTS1 12" MINUS CRUSHED GRAVELBASE, 9" MINIMUM THICKNESS,COMPACTED TO A MINIMUM OF95%OF MAX DRY DENSITY ASDETERMINED BY ASSHTO T99TYPE B ASPHALT PLANT MIX, 2 12" MINIMUMTHICKNESS COMPACTED TO A MINIMUM OF93# MAX DENSITY AS DETERMINED BYASTMD 20414:1 MAX4:1 MAX10' WIDTH2% MAX SLOPEREFERENCE: C.O.B. STD. DWG. NO. 02529-161' GRAVEL SHOULDER1' GRAVEL SHOULDERCLEAR & GRUB, MINIMUM LIMITS