HomeMy WebLinkAbout29_C5.11-ROAD DETAILS2"9"2'34" per 1' SLOPE3"15"3" of ASPHALT8"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.910' ASPHALT TRAIL SECTION12'6" of 1.5" MINUSEXISTING SUBGRADEOR EXCESS 6" MINUSPITRUN (SEEGEOTECH REPORT)SCALE: N.T.S.11VALLEY GUTTER7"6'ASPHALTFLOWLINE
BACK OF CURBRADIUS (SEE PLANS)CURB TO CURB WIDTHSEE STREET DETAILFACE OF CURBFACE OF GUTTERDOWEL W/ 4 #4x36"DEFORMED REBAR EVENLYSPACED ON 6" CENTERS W/3-1/2" COVERJOINTS WILL BE REQUIREDAPPROX. EVERY 10 FEET12" PER 1"TOP WIDTH = 6'20' THROAT WIDTHMAINTAIN 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 & GUTTERPROPERTY LINE
CONSTANT GRADEEXPANSION 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.10ALLEY APPROACH MIN. 6" THICKM-4000 CONCRETE4" WASHED ROCK9" of 1.5" MINUSCRUSHED ROCK2" ASPHALT18" DIAMOND BLACK PANEL WITH 9 REDREFLECTORS, 3" MIN. SIZE - NUMBER OFPANELS AS REQUIRED BY THE DIRECTOROF PUBLIC SERVICE2" PERFORATED SQUARETUBE POST (TELSPAR ORAPPROVED EQUIVALENT)ROAD GRADESIGN POST FOUNDATION ASPER STANDARD DRAWING09810-148"MIN.24"24"CLSCALE: N.T.S.12DEAD END BARRICADE (CoBOZEMAN STANDARD DRAWING NO. 09810-2)60"TYP.SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH THICK, WITH ENGINEER GRADE REFLECTIVE SHEETINGMURAFI 500X WOVEN GEOTEXTILEMURAFI 500X WOVEN GEOTEXTILEAT DRIVEC5.11AS NOTEDHEC Sep 12, 2022 - 10:44amCAD 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
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YPHASE 1 ROAD DETAILS (CONT.)MAL