HomeMy WebLinkAbout015 C5.1 Civil DetailsINTEGRAL CONCRETE CURB & GUTTER DETAIL 1C5.1NO SCALECOMPACTED SUBGRADE3/4" PER 1' SLOPECRUSHED GRAVELBASE - 3" MIN.TOPSOIL(TYP.)SUB-BASE COURSEAS REQUIRED6"7.5"4.5"4"9"12"2"9"24"3" R4" R5.4" (0.45')NOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS., 1996 EDITION.)2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8".3. 1/2" 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 ANDGUTTER.4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE.5. CONCRETE SHALL BE CLASS M-4000.6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W SPECS, 2003 EDITION.) FORCURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.DRIVE-OVER DROP CURB3/4" PER 1' SLOPE6"9.5"1/2"1.5"JOINT PATTERN PER LANDSCAPE/ARCH. LAYOUT WHERE REQRUIED.(RUN JOINTER WHEN SLAB IS STILL WET); INSTALL6X6-W2.9XW2.9 WELDED WIRE FABRIC AT MID-DEPTH.COMPACTED SUBGRADE95% ASTM D6986" THICK CONCRETE SLAB,4,000 PSI CONCRETEINSTALL 9" OF CRUSHEDGRAVEL BASE (1.5" MINUS)SLOPE TO DRAINSEE PLANSGEOTEXTILE MIRAFI HP270OR EQUALNO SCALESPILL CURB3/4" PER 1' SLOPE9.5"3/4"1/2" PER 1' SLOPEDROP CURB FORPEDESTRIAN RAMPSHEAT AND UNDER-SLAB INSULATIONPER ELECTRICAL AND MANUFACTURER3" THICKASPHALT PAVEMENT12" GRAVEL SUBBASE (3" MINUS)*SEE GEOTECH REPORT FOR AREASWITH POOR SUBGRADECOMPACTED SUBGRADE95% ASTM D698GEOTEXTILE MIRAFI HP270 OR APPROVED EQUALASPHALT SECTION NO SCALE6" THICKCRUSHED GRAVELBASE COURSE(1.5" MINUS)CONCRETE SIDEWALK/PATIO DETAIL NO SCALEWIDTH SEE PLANS6" OF CRUSHED GRAVEL BASE(1.5" MINUS) OVER COMPACTEDSUBGRADE; COMPACT BOTH TO95% ASTM D6984" THICK (ON-SITE SIDEWALKS)6" THICK (19TH AVE. SIDEWALKS)6" THICK REINFORCED (PATIO AREAS)14,000 PSI CONCRETE WITH FIBERMESH AT ARATE OF 1.5LBS/CYNOTES:1. INSTALL #4 BARS @ 12" EACH WAY AT MID-DEPTH.(PATIO AREAS ONLY).2. JOINT PATTERN PER LANDSCAPE ARCH. LAYOUT.(RUN JOINTER WHEN SLAB IS STILL WET).3. BROOM FINISH INTERIOR OF EACH SECTION.4. PROVIDE CONTRACTION JOINTS EVERY 25-FT AND CONTROL JOINTS EVERY 5-FT, OR AS NOTED ON LANDSCAPE PLAN.5C5.12C5.1DESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:B26-010 C5.X DETAILSREV DATE REVISION
PRINTED 2026-05-06 , BY BRADEN SHRADER, I:\2026\BOZ\B26-010 KAGY LIHTC\06_CADD\CIVIL\B26-010 C5.X DETAILS.DWG
1825 W KAGY - WOODWARD FLATS
BOZEMAN, MONTANA
CIVIL DETAILS
BASBASCJC5.6.2026B26-010SHEETC5.1SP SUBMITTAL.DWGPAGE SETUP 2023_TDH_22X34_AS_11X17_L
Engineering
tdhengineering.comCONCRETE DUMPSTER PAD DETAIL 4C5.14" WIDE YELLOWLATEX PAINT9' (TYP.18.0' (TYP.)2' (TYP.)4
5
°9' (TYP.)9' (TYP.)PAINT SYMBOLWITH 4" WIDEBLUE LATEXPAINT LINESADA PARKING SPACE STRIPING DETAIL NO SCALEFACE OF CURB6C5.1NOTES:1.ON-SITE RAMPS TO BE CONSTRUCTED USING 6" THICK, 4,000 PSI CONCRETE W/ FIBER MESH AT A RATE OF 1.5LB/CY OR 6X6X10 GAUGE WELDED WIRE FABRIC AT MID-DEPTH.2.CONCRETE SIDEWALKS AND RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS).3.ALL CONSTRUCTED SIDEWALKS, RAMPS, AND SURFACES SHALL COMPLY WITH THE MOST CURRENT ADA STANDARDS.4.TRUNCATED DOME WARNING SURFACES TO BE METAL AND SHALL REQUIRE SHOP DRAWINGS TO BE APPROVED BYENGINEER.ADA RAMP DETAILNO SCALE6.50'VARIES6.50'12H:1V12H:1V2%MAX.MAX.SIDEWALK2%
2%TRUNCATED DOMEWARNING SURFACESIDEWALK GRADING CURBWHERE SHOWN IN PLANSEE DETAILVARIES;
SEE PLANS
6C8.1FLUSH W/ ASPHALTTYPE 1 ADA RAMPTHICKENED EDGESIDEWALK7C5.1FLOW LINE OFGUTTER1' TO 5' TRANSITION TOFULL HEIGHT CURB(SEE PLAN)2%12H:1V
MAX.PEDESTRIANDROP CURBTRANSITIONBACK TO FULLHEIGHT CURBFULLHEIGHT CURBVARIES;SEE PLANSTRUNCATED DOMETYPE 2 ADA RAMP7' MIN.2" PERFORATEDSQUARE TUBE POST(TELSPAR ORAPPROVED EQUAL)REGULATORYSIGN PER MUTCDSTANDARDSNOTE: ATTACH SIGNS TO POST WITH 38"DRIVE RIVETS (MIN. 2 PER SIGN).M-4000 CONCRETEANCHOR9"24"
2"2" PERFORATED SQUARE TUBEPOST (14 GAUGE), WITH BLACKPOWDER COATED FINISH4"FASTEN POST TO SLEEVE WITH516" CORNER BOLT (A325)1-12" ABOVE FINISH GRADE.INSERT BOLT HEAD FROMOPPOSITE SIDE OF EXPECTEDIMPACT; INSERT DRIVE RIVETINTO OPPOSITE SIDE.FINISH GRADEINSERT SIGN POST18" INTO SLEEVE2-14" x 30" 12 GAUGENON-PERFORATED SQUARETUBE SIGN POST SLEEVE(TELSPAR "QUIK PUNCH"OR APPROVED EQUAL)SIGN POST DETAIL NO SCALESIGN NOTES:1.ALL SIGN AND PAVEMENT MARKING LAYOUTS SHALL BE PER THE CURRENT EDITION OF THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES AND STANDARD HIGHWAY SIGNS BOOK.2.ALL SIGNS SHALL BE MADE OF DIAMOND GRADE REFLECTIVE SHEETING MEETING ASTM TYPE XI STANDARD.3.ALL SIGNS SHALL BE CONSTRUCTION GRADE ALUMINUM MEASURING 0.08 INCH THICK.4.INSALL ALL SIGNS ACCORDING TO MUTCD STANDARDS AND C.O.B. STD. DWG. 09810-1.3C8.1