HomeMy WebLinkAboutC5.10 ROAD DETAILS_08162021SCALE: N.T.S.4SCALE: N.T.S.3EDGE OF SIGN TO CROSSWALK ℄ 9' (TYP.)2' MINFROMFACE OFCURBROAD NAMEFOC TO EDGE OF SIGN2' MIN7' MIN.6" BLANKS WITH 4" LETTERS,APPROVED BY LOCALAUTHORITYINSTALL SQUARE POST (2") BRACKETFOR FLAT STREET SIGNSINSTALL STOP SIGN (MUTCD NO.R1-1) ORIENT POST FOR FUTURESTOP SIGN IF NO SIGN IS REQUIREDFOR THIS PHASE2" PERFORATED,SQUARE TUBE 14GAUGEGALVANIZEDSTEEL POSTCROSS WALK ℄NOT USEDSTREET/STOP SIGN (CoBOZEMAN DETAIL 09810-1)NOTES:1.SEE CoBOZEMAN STANDARDDETAILS 09810-01 AND 09810-4.2.ALL SIGNAGE TO BE REVIEWEDAND APPROVED BY THE CITY OFBOZEMAN ENGINEER.3.REFERENCE MUTCD FORDIMENSIONSSCALE: N.T.S.2BOULEVARD SIDEWALK WITH PERPENICULAR PEDESTRIAN RAMP SECTION VIEW (CoBOZEMAN DETAIL 02529-8) DRY UTILITY CONDUIT DETAILSCALE: N.T.S.512" MIN.12" MIN.FINAL ASPHALT30" MIN.40" MAX.GRAVEL OR COMPACTEDSOIL AS PER ROAD SECTION1. ONE CONDUIT FOR ELECTRIC2. SECOND CONDUIT FOR COMMUNICATIONS3. THIRD CONDUIT FOR NATURAL GAS12" TYPICAL N-12 DOUBLEWALL CORRUGATED POLYCONDUITS WITH END CAPSAND BANDSSTREET SIGNPTPC 5' SIDEWALK (TYP.)5.5' BLVD. (TYP.)R = 15'6" THICKCONCRETE SURFACECURB (TYP.)BACK OF NO LIP9.5"1:12 MAX. 4" CONCRETESIDEWALK3" GRAVEL BASE (TYP.)FLOW LINE
SECTION A-ASECTION B-B12"5'-0"12" 5"TOP OF CURBFLOW LINEVARIES5' SIDEWALKLANDINGTRANSITION TO NORMAL SIDEWALKELEVATION. DISTANCE VARIES.1:20 MAX.NO LIPFlow lineEXPANSIONJOINT1' (TYP.)1:20 MAX.1:20 MAX.2% MAX.2% MAX.EXPANSIONJOINTS5' X 5'SIDEWALKLANDING2 1/2" DEPRESSED SIDEWALK LANDINGSTANDARD CURB SECTION5'NO SCALENO SCALERAMPSECTION C-CNO SCALESCALE: N.T.S.1BOULEVARD SIDEWALK WITH PERPENICULAR PEDESTRIAN RAMP (CoBOZEMAN DETAIL 02529-8) NOTES1.STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15', AND MIN. 5.5' BOULEVARDS.2.RAMP AND CURB CAN BE POURED MONOLITHICALLY.3.STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTEDONLY UPON CITY ENGINEER'S APPROVAL.4.RAMP WIDTH SHALL BE 5' MINIMUM.5.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%.6.BEGIN RAMP SLOPE AT FLOWLINE OF GUTTERNOTES:1.RAMPS ARE TO BE CONSTRUCTED WITH DETECTABLE WARNING SURFACES COMPLYING WITH ADAAG,COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE CORNER OF THE DETECTABLE WARNING SURFACE MUSTBE WITHIN 8" OF THE GUTTER FLOWLINE; NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLEWARNING SURFACE MAY BE MORE THAN 5' FROM THE FLOWLINE.TRUNCATED DOMES PER CoB DESIGN STANDARDSC5.10AS NOTEDHEC Aug 16, 2021 - 3:29pmCAD FILE: M:\193211\Drawings\Construction Drawings\C5.10-ROADS DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018PARKVIEW CROSSINGS BOZEMAN, MTCAMPECHE SHORES DEVELOPMENT, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVROAD DETAILS