HomeMy WebLinkAbout23_C 5.4_ROAD DETAILSSCALE: N.T.S.3SCALE: N.T.S.4EDGE OF SIGN TO CROSSWALK ℄ 9' (TYP.)2' MINFROMFACE OFCURBROAD NAMEFOC TO EDGE OF SIGN2' MIN10' MIN.6" BLANKS WITH 4" LETTERS,APPROVED BY LOCALAUTHORITYINSTALL SQUARE POST (2") BRACKETFOR FLAT STREET SIGNS2" PERFORATED,SQUARE TUBE 14GAUGEGALVANIZEDSTEEL POSTCROSS WALK ℄STREET/STOP SIGNSCALE: N.T.S.2BOULEVARD SIDEWALK WITH PERPENICULAR PEDESTRIAN RAMP SECTION VIEW (CoBOZEMAN DETAIL 02529-8) DRY UTILITY CONDUIT DETAIL12" 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 GAS4. FOURTH CONDUIT FOR OWNER12" TYPICAL N-12 DOUBLEWALL CORRUGATED POLYCONDUITS WITH END CAPSAND BANDSSTREET SIGN20' THROAT WIDTHMAINTAIN PROPER SIDEYARDSETBACK PERZONINGREGULATIONS1'PROPERTY LINE5'VARIABLE(5.5' TYP.)5' TRANSITION SECTION FROMEXISTING CURB TO DROP CURB:EXPANSION JOINTS COMPLETELYAROUND SIDEWALK SECTIONCURB & APRON POURED MONOLITHICUNLESS OTHERWISE APPROVEDCONTRACTION JOINTBACK OF CURBFLOW LINEEDGE OF GUTTER* 5'5.5' TYP.(VARIES)1'SIDEWALK PORTIONDRIVEWAY PORTIONPROPERTY LINECONSTANT GRADENO 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 LIP2 1/2" DEPRESSED SIDEWALK LANDINGSTANDARD CURB SECTIONNO SCALENO SCALERAMPEXPANSION JOINTSAT CURB RETURNSEXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMEDBITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENTSHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESSOTHERWISE APPROVED.CONTRACTION JOINTS TO BE SPACED AT10' INTERVALS IN CURB & GUTTERSIDEWALK CONTRACTION JOINTS SPACED AT 5'INTERVALS - MIN. DEPTH 1". EXPANSION JOINTS TOBE PLACED AT 25' INTERVALS.GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULLHEIGHT CURB OR MATCH EXISTING SIDEWALK GRADESCALE: N.T.S.1ALLEY APPROACH MIN. 6" THICKM-4000 CONCRETE4" WASHED ROCKSECTION C-CNO SCALE12" MIN.2'2' MIN. 3.5' MAX4' MIN.8' TYP.1'3'2'YIELD LINESEE NOTE 3SCHOOL CROSSINGOR UNCONTROLLED CROSSINGNOTES:1.THE LOCATION OF THE CROSSWALKLINES ARE DEPENDENT UPONLOCATION OF THE SIDEWALKS.2.USE YIELD LINE FOR UNCONTROLLEDCROSSINGS, STOP LINE FORCONTROLLED CROSSINGS3.4' MINIMUM FOR SINGLE LANEAPPROACHE. FOR MULTI-LANEAPPROACHES, SEE MUTCD SEC 3B-16SPACE BARS TO BE OUTOF WHEEL PATHSUNCONTROLLED CROSSING PAVEMENT MARKINGSCALE: N.T.S.6CURB & GUTTERAT DRIVE5.5"C5.4AS NOTEDHEC Sep 06, 2022 - 3:17pmCAD FILE: M:\203430\Drawings\MAYFLY TOWNHOMES\CONSTRUCTION DRAWINGS\5.10 - ROAD DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018MAY FLY BOZEMAN, MT09/06/2022203430PRELIMINARY 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYFALLON FIRST LLCPO BOX 160250BIG SKY, MT 59716TOWNHOMESMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI
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