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HomeMy WebLinkAboutC5.11 ROAD DETAILS (CONT.)_04162021SCALE: N.T.S.2"9"2'34" per 1' SLOPE3"15"3" of ASPHALT18"of 6" MINUS PITRUNSLOPESLOPE4" of 3/4" MINUSWASHED ROCK4" of M-4000 CONCRETE(6" FOR DRIVE-OVER)TOP OFCURBASPHALTDEPRESS CURB TO THIS LINE FOR CURBDROP. THE TRANSITION LENGTH BETWEEN ANORMAL CURB SECTION AND A DROP CURBSECTION SHALL BE 3' MIN.SCALE: N.T.S.6TYPICAL ROAD SECTIONSCALE: N.T.S.7SIDEWALK SECTIONSCALE: N.T.S.8CARRY CURB SECTION (COB DETAIL #2528-01)SCALE: N.T.S.9NOT USED 12'CL30' RIGHT-OF-WAY (FROM CL)14.5'DRIVING & PARKING LANE2'CURB7.5'BOULEVARD5'SIDEWALK1'BUFFER TO ROW11SCALE: N.T.S.TYPICAL STREET DETAIL 30' RIGHT-OF-WAY (FROM CL)2'CURB7.5'BOULEVARD5'SIDEWALK1'BUFFER TO ROWROW ROW60' ROW3% SLOPE3% SLOPE6" of 1.5" MINUS14.5'DRIVING & PARKING LANEEXISTING SUBGRADEOR EXCESS 6" MINUSPITRUN (SEEGEOTECH REPORT)12TYPICAL ALLEY DETAILMAX. THROAT WIDTH35' COMMERCIALMAINTAIN PROPER SIDEYARDSETBACK PERZONINGREGULATIONS1'PROPERTY LINE 5'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 PORTIONCURB & GUTTER6" WASHED PROPERTY LINE CONSTANT GRADEROCK40' INDUSTRIALEXPANSION 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.10NON-RESIDENTIAL DRIVEWAY APPROACH (CoBOZEMAN DETAIL 02529-12) MIN. 6" THICKM-4000 CONCRETE3" WASHED ROCK2% SLOPE2% SLOPE2% SLOPE2% SLOPE8' CL TO EDGE OF PAVEMENT8' CL TO EDGE OF PAVEMENT1' COMPACTED GRAVELSHOULDER1' COMPACTED GRAVELSHOULDER2% SLOPE2% SLOPEROW ROWCL30' ROW6'BOULEVARD6'BOULEVARDC5.11AS NOTEDHEC Apr 15, 2021 - 6:48pmCAD 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, LLC04/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVROAD DETAILS (CONT.)