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HomeMy WebLinkAbout011 - C400 - CIVIL DETAILSPLANT MIX ASPHALTCEMENT SURFACEPREPARED SUBGRADE3"9"NON-WOVEN GEOTEXTILESEPARATION FABRIC (MIRAFI 180NOR APPROVED EQUAL)CRUSHED BASE COURSECRUSHED SUB-BASE COURSE6"1C400ASPHALT PAVEMENTCONCRETEPREPARED SUBGRADE5"CRUSHED BASE COURSE6"3C400LIGHT DUTY CONCRETECONCRETEPREPARED SUBGRADE6"CRUSHED BASE COURSE9"5C400REINFORCED CONCRETENON-WOVEN GEOTEXTILESEPARATION FABRIC (MIRAFI180N OR APPROVED EQUAL)TRUNCATED DOMESCAST IN PLACEPANELFULL HEIGHTCURB BEYOND4" CONCRETE SIDEWALK,SEE DETAILVARIES,SEE PLAN6'0"CURB & GUTTER.DROP CURB FORPEDESTRIAN RAMP.8% MAX SLOPENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)LANDING AREA1.50'1.50'3.0' MIN7C400SIDEWALK RAMPNOTE: FLARES ADJACENT TOLANDSCAPING TO BE SLOPED AT 0.5':1.5'.FLARES ADJACENT TO SIDEWALK TO BESLOPED AT MAX 8%.8.3%8.3%2% MAX.FRONT VIEWLANDINGLANDINGTRUNCATED DOMENOTES:1. A.D.A. RAMPS PER MPWSS. TRUNCATED DOMES WARNING PANELS SHALL BECAST-IN-TACT, EZ SET "ELITE PANEL" OR APPROVED EQUAL.2. STRIPE, SYMBOL, AND SIGN HANDICAP SPACES PER A.D.A. CODES.3. LANDING AREA SHALL HAVE NO SLOPES GREATER THAN 1/48 (APPROX. 2%).4. USE RETAINING CURB WHERE SIDE OF RAMP IS ADJACENT TO GRASS ORNON-PEDESTRIAN SURFACE.MAXMAXRETAINING CURB5.006.006.008C400PARALLEL PEDESTRIAN RAMPEXPANSION JOINT(LOCATED 30' MAX AND WHERE PAVING AGAINST ANY EXISTINGSIDEWALK AND/OR PAVEMENT)T T/3 1/2" PREFORMED EXPANSIONJOINT MATERIALT = PAVEMENT THICKNESST T/3 T = PAVEMENT THICKNESST T/3 T = PAVEMENT THICKNESSCONSTRUCTION JOINTCONTRACTION JOINT1/2" EXPANSION JOINTWITH ROUND EDGESPOURED JOINT SEALANTRECESSED 1/8" TO 1/4"BELOW TOP OF PAVEMENTBACKER ROD TO FITSNUG IN JOINTCONTRACTION JOINT(MAX. 6' BETWEEN CONTRACTION JOINTS IN SIDEWALK)(MAX. 10' BETWEEN CONTRACTION JOINTS IN CONC. PAVEMENT)CONSTRUCTION JOINT1/2" VERT. HAND TOOLED CUTPOURED JOINT SEALANTRECESSED 1/8" TO 1/4"BELOW TOP OF PAVEMENTBACKER ROD TO FITSNUG IN JOINT1/8" VERT. HAND TOOLEDJOINT WITH ROUND EDGES(OR SAWCUT PER SPECIFICATIONS)NOTE:1.ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH.2.CONTRACTOR TO PROVIDE A CONSTRUCTION JOINT WHERECONCRETE PAVEMENT MEETS CURB AND GUTTER. (DOWELING NOT REQUIRED AT CURB AND GUTTER)3.PROVIDE EXPANSION JOINT FILLER AT BUILDING PERSPECIFICATIONS.DOWEL TO BUILDING ONLY PERSTRUCTURAL DRAWINGS#6X18" @ 12" OC ORAPPROVED EQUALDOWELING SYSTEM#6X18" @ 12" OC ORAPPROVED EQUALDOWELING SYSTEMPOURED JOINT SEALANTRECESSED 1/8" TO 1/4"BELOW TOP OF PAVEMENT2C400CONCRETE JOINTSTAPER TO ASPHALT LEVELELEVATIONPLAN FULL HEIGHT CURBCURB TRANSITIONFLOW LINEFULL HEIGHT CURBCURB TRANSITION1.5'2.0'4C400CURB TRANSITION/TAPER#4 REBAR REINFORCEMENT AT 16" O.C.E.W.NOTES:1.SEE LANDSCAPE PLANS FOR FINISH & JOINTS2.SUPPORT REBAR ON CHAIRS. COORDINATE REBAR DEPTH TO ACHIEVEREQUIRED TUBING DEPTH W/TUBING FASTENED ON TOP OF REBAR3.SEE MECHANICAL PLANS FOR RADIANT TUBING.6" CONCRETE SIDEWALK W/#4 REBAR @16" O.C.2" 25 PSI INSULATION6C400CONCRETE - SNOWMELTGEOTEX 200ST WOVENGEOTEXTILE FABRIC.STRIP ALL ORGANIC TOPSOIL.SCARIFY NATIVE MATERIAL TO12" DEPTH AND COMPACT TO95% STANDARD PROCTORSEE MECHANICAL PLANSFOR RADIANT TUBING2.0" MIN. COVER OVER RADIANT TUBING.CRUSHED (ROADMIX) GRAVELPER MPWSS 02235.9C400SHARED PATHWAY SIGNAGE7/29/2026 12:51 PM | L:\WFCU_BOZ\BIMCAD\Civil\Sheets\WFCU_BOZ_C400.dwgC400CIVIL DETAILSMIRANDASCHLEGEL-©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |BOZEMAN BRANCH WHITEFISH CREDIT UNION2026SITE PLAN SUBMITTAL 04.30.2026WFCU_BOZ07.29.2026 CITY COMMENTS #1