HomeMy WebLinkAbout28_C5.10-ROAD DETAILSSCALE: 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 ℄STREET/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 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 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) NOTES: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 STANDARDS12" 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.5C5.10AS NOTEDHEC Sep 12, 2022 - 10:43amCAD FILE: M:\203430\Drawings\PHASE 1\_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) 522.92252018URBAN + FARM BOZEMAN, MT8/15/2022203430PRELIMINARY 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
IG
ENE
P
R
E
L
I
M
I
N
A
R
YPHASE 1 ROAD DETAILSMAL