HomeMy WebLinkAbout010_C050 Curb, Paving, and Approach Details4" (MIN)1'-0"6"(MIN)6" (MIN)9"214"2'-0"412" [0.38']512" [0.45]6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPETOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURB4" (MIN)1'-0"6" (MIN)6" (MIN)6" (MIN)4" R3" R1/2" PER 1' SLOPE2"9"0.502'2'-0"TOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MINFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPLAYDOWNCURBNOTES:9"COMPACTED SUBGRADENOTES:1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS., 1996 ED.)2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 34" AND MINIMUMWIDTH OF 18".3.12" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.4.CONCRETE SHALL BE CLASS M-4000.5.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.3"15"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.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITHAASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDINGONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE.MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH OF 3" MINUSCRUSHED SUB-BASE COURSEASPHALTCONCRETE PAVEMENTNATIVE GROUNDMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSECOMPACTED SUBGRADESLOPE PER PLANSUPPORT AND CORRESPONDING ANCHORSUPPORTANCHORTUBESIZEWEIGHTWALLTHICKNESSTUBESIZEWEIGHTWALLTHICKNESS2" X 2"2.42 LB / FT0.105"(12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA0.188"(7 GAUGE)NOTES:1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHEDWITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT.2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITESIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FORADDITIONAL STABILITY.3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED ASAN OPTION AS APPROVED BY THE ENGINEER.2" (MAX)2'-6"4"1'-0"7/16" DIA HOLES SPACEDONE INCH (1") ON-CENTERGROUNDLEVELINSERT SIGN POST18" INTO ANCHOR2-1/2" OR 3" SQUARE,NON-PERFORATEDSTEEL HEAVY DUTYBREAKAWAY ANCHORCONCRETE FOUNDATION(CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM)NATIVE GROUND2" OR 2-1/2" SQUARE PERFORATEDGRADE 50 STEEL POSTSHIMS ARE NOT TO BE USEDFASTEN POST TO ANCHOR WITH 5/16" STEEL(STAINLESS OR ZINC PLATED) CORNER BOLT,FLAT WASHER, & NUT (SEE NOTE 2 BELOW)2-1/2" X 2-1/2"3.14 LB / FT0.105"(12 GAUGE)3" X 3"23.0 LB / EA0.188"(7 GAUGE)VANACCESSIBLERESERVEDPARKING$100 FINEPERMIT REQUIREDVAN ACCESSIBLE PARKINGSPACE SIGN ASSEMBLY$100 FINEPERMIT REQUIRED12"$100 FINE PLAQUE DETAILNOTES:1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER.2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHERAPPROVED NON-METALLIC WASHERS.R7-8NA(NO ARROW)12" x 18"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"WHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREENSERIES DLETTERS1.5"1.0"0.5"1.5"1.5"6"1"6"1"18"12"28"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 DESIGN9'PARKING STRIPE4" WIDE YELLOW9'9'20'ACCESSIBLE STALLACCESSIBLE SIGN @ EACHSEE SYMBOLPAINTING DETAILTHIS SHEETC0.50SITE PLAN REVIEW12/03/212200.048STELLA FRIA
BRONKEN WAREHOUSE
3345 PRINCE LANE, BOZEMAN, MT
CURB, PAVING, AND APPROACH DETAILS
9/24/2021 9:45:22 AM CITY OF BELGRADE CONSTRUCTION STANDARD NO. 02528-01SCALE: 1" = 1'-0"CURB AND GUTTER DETAILS11x17 SCALE: 1/2" = 1'-0"STANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTERSCALE: 1/2" = 1'-0"STANDARD DUTY BITUMINOUS PAVEMENT DETAIL11x17 SCALE: 1/4" = 1'-0"NOT TO SCALE4-INCH THICK CONCRETE SIDEWALK DETAILSCALE: 1" = 1'-0"SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL11x17 SCALE: 1/2" = 1'-0"SCALE: 1" = 1'-0"ACCESSIBLE PARKING SIGN DETAIL11x17 SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"ACCESSIBLE PARKINGPAVEMENT SYMBOL DETAIL11x17 SCALE: 1/4" = 1'-0"No. 49499CELINE MPROFESSIONALENGI
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