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HomeMy WebLinkAbout045 - R-31 - MISCELLANEOUS DETAILS6"'6"'1.00'2.00' 2.00'0.38'2.00'6"'812"'2.00'1"'714"'14"'DRIVEWAY PED RAMP CATCH SPILL (ROTATED FORM)6"'6"'2.00'14"'RIBBON 6"'2.00' 34" / 12" SLOPE 1.5% SLOPE 1.5% SLOPE 2.00'614"'PED RAMP (ROTATED FORM, ADJUSTED BACK OF CURB)34"'712"'2.00'0.24'DRIVEWAY (ROTATED FORM, ADJUSTED BACK OF CURB) 12" / 12" SLOPE 34"'2"'2"'0.79'0.79' 0.79' 0.50' 0.75'0.45'12"'12"'0.80' 0.50' 0.75'0.60'1.00'6"'0.54'SPILL (ROTATED FORMS)CATCH 0.13'6"'6"'34" / 12" SLOPE 34" / 12" SLOPE 12" / 12" SLOPE 12" / 12" SLOPE6"'14"'RIBBON 2% MAX SLOPE TOWARDS ADJACENT ROAD CENTERLINE 4:1 MAX 4:1 MAX 10.00' MIN. WIDTH FOR SHARED USE U.O.N.1.00'1.00' 1 12 " MINUS CRUSHED GRAVEL BASE. 9" MINIMUM THICKNESS. COMPACTED TO A MINIMUM OF 95% OF MAX DRY DENSITY AS DETERMINED BY AASHTO T99. TYPE B ASPHALT PLANT MIX. 2 12 " MINIMUM THICKNESS. COMPACTED TO A MINIMUM OF 93% MAX DENSITY AS DETERMINED BY ASTMD 2041. 12.00' CLEAR & GRUB, MINIMUM LIMITS 2% MAX SLOPE TOWARDS ADJACENT ROAD CENTERLINE 4:1 MAX 4:1 MAX 10.00' MIN. WIDTH FOR SHARED USE U.O.N. 3 " MINIMUM THICKNESS OF 1 12 " MINUS WASHED ROCK BASE MATERIAL. 6" MINIMUM THICKNESS OF CLASS M4000 CONCRETE REINFORCED WITH 1.5 POUNDS PER CUBIC YARD OF FIBER MESH. COMPACTED SUBGRADE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\004 - TURNROW PRELIMINARY PLAT\ACAD\SHEETS\1_PRE-PLAT\6916-004_MISC-DETAILS.DWG PLOTTED BY:KARL SAND ON Jul/31/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle TURNROW SUBDIVISION PRELIMINARY PLAT BOZEMAN MONTANA MISCELLANEOUS DETAILS 6916.004 32 D-3 CJF LRH LRH 07/24/2024 PRELIMINARY PLAT JULY 2024 OR AS NOTED ON PLANS 5'-0" WIDEA SLOPE 14"/FT. OR AS SHOWN NOTES: 1. PROVIDE TOOLED CONTRACTION JOINTS AT SAME INTERVAL AS STANDARD WALK WIDTH. 2. PROVIDE EXPANSION JOINTS CONSISTING OF 14" CONCRETE PREMOLDED JOINT FILLER AT SPACING NOT GREATER THAN 30 FEET. A. SIDEWALK SHALL BE 6 FEET WIDE AND 6 INCHES THICK ALONG PARK FRONTAGE. SIDEWALKS WIDER THAN 5 FEET SHALL BE 6 INCHES THICK UNLESS NOTED OTHERWISE. COMPACTED GRANULAR BACKFILL MIN. 3" 4,000 PSI CONCRETE 14"x4" PREMOLDED EXPANSIONJOINT FILLER BETWEEN WALK & CONCRETE STRUCTURE OR SLAB 4" OR 6" A UNDISTURBED EARTH OR 8" MOISTURE CONDITIONED AND COMPACTED SUBGRADE (95% MAX DRY DENSITY) 1 - CONCRETE SIDEWALK DETAIL SCALE: NTS 07/26/2024 2 - CURB DETAILS SCALE: NTS 3 - ASPHALT MULTI-USE PATH SCALE: NTS 4 - CONCRETE MULTI-USE PATH SCALE: NTS 045