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HomeMy WebLinkAbout017 - C402 - CIVIL DETAILSCURB, SEE C401TOPSOIL & SEEDING.SEE LANDSCAPENATIVE BACKFILL.CONCRETE STEM AND FOOTING#5 REBAR SPACED 12" O.C.14" CHAMFER TOP OFWALL, TYP.3.501.17 1.001.832.00#5 REBAR AT 12" TRANS4 - #5 REBAR. TOP AND BOT. CONT. HORIZ.3" MIN. CLEAR2.5' MAX 4" PERFORATED PIPE W/ FILTER SOCK,ALONG ENTIRE LENGTH OF WALL. CONNECTTO 4" WEEP HOLE W/ COVER SPACEDEVERY 10' ALONG LENGTH OF WALL34" WASHED GRAVEL BACKFILL WITHFILTER FABRIC ENVELOPE0.67'2% MAX. SLOPE4:1 MAX4:1 MAX3" MINIMUM THICKNESS OF38" MINUS GRAVEL (NATURALFINES, SEE NOTE 1)3" MINUS THICKNESS OF 34"MINUS CRUSHED BASECOURSE MATERIALNOTES:1. NATURAL FINES SHALL CONSIST OF 80% SAND, 10% SILT, AND 10%CLAY.2.A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE PRIOR TOPLACEMENT OF THE GRAVEL BASE.COMPACTED SUBGRADESEE PLANTAPER TO ASPHALT LEVEL ELEVATIONPLANFULL HEIGHT CURBCURB TRANSITIONFLOW LINEFULL HEIGHT CURBCURB TRANSITION2.0'ORASNOTED18"©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |URSUS_MAJOR BOZEMAN, MT LATTICE MATERIALS2026SITE PLAN03.06.2026URSUS_MAJ05.15.2026 CITY COMMENTS # 15/15/2026 1:17 PM | L:\URSUS_MAJ\BIMCAD\Civil\Sheets\URSUS_MAJ_C400-406.dwgC402CIVIL DETAILSRISTERSCHLEGEL3C402PAVEMENT MARKING - CROSSWALK CONTROLLED6"6"1.5'4"6"4000 LB CONCRETE 1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 96%STANDARD PROCTORSCARIFY NATIVEMATERIAL TO 6" DEPTHAND COMPACT TO 96%STANDARD PROCTOR4"1C402CONCRETE CHANNEL DETAILNOT TO SCALE24"CONCRETEREFER TOSIDEWALKDETAIL 1C/400R 0.5"#4 BAR - 2" CLEARFROM TOP ANDBOTTOM EDGELANDSCAPE AREA1/2" JOINTMATERIAL6"6"2C402VERTICAL CURBNOT TO SCALE4C402SIGN INSTALLATION5C402PARKING LOT RETAINING WALL6C402SIM. CITY OF BOZEMAN CLASS II TRAIL, DRAWING NO. 02529-18GRANULAR PATH7C402CURB TAPER