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HomeMy WebLinkAbout12 - Streets & Roads Details60' ROW12.00'6.5'BLVD2'CURB AND GUTTER15.5'15.5'2'CURB AND GUTTER6.5'BLVD5'SIDEWALK12.00'2.00%2.00%2.00%2.00%12.5'35' TBC TO TBC12.5'STANDARD CURBSEE COB STD DWG 02528-1MIN. 18" UNCRUSHEDSUB-BASE COURSE3"-1" WASHED ROCKTYPICAL3.00%3.00%4" THICK CONCRETE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE5'SIDEWALKCLMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)60' ROW1'8.5' *BLVD.5'CURB AND GUTTER7' ON STREET PARKING8.5'BLVD5'SIDEWALK2.00%2.00%2.00%2.00%14.5'31' TBC TO TBC14.5'STANDARD CURBSEE COB STD DWG 02528-1MIN. 10" UNCRUSHEDSUB-BASE COURSE3"-1" WASHED ROCKTYPICAL3.00%3.00%4" THICK CONCRETE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE5' *SIDEWALKCLMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)8' DRIVE AISLE7' ON STREET PARKING8' DRIVE AISLE.5'CURB AND GUTTER1'3"-1" WASHED ROCKTYPICAL4" THICK CONCRETE3.00%3.00%CL8'8'1.0'1.0'MIN. 18" UNCRUSHEDSUB-BASE COURSE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADEMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUAL1' GRAVELSHOULDER30' ROW2.00%2.00%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6787\002 - NW CROSSING PH II PRE PLAT\ACAD\CIVIL\6787-002_DETAILS.DWG PLOTTED BY:DEAN SQUIRES ON Mar/22/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleNORTHWEST CROSSING PHASE IIBOZEMANMONTANADETAILS- ROAD SECTIONS67876787.002D-1CPK----MEE03/2022 05/04/20211-ROAD SECTION: TOUCHSTONE LANE, TWIN LAKES AVE, DAYSPRING AVESCALE: NTSNOTES1.ASPHALT TO BE TYPE-B MODIFIED, COMPACTED TO 93%% RICEDENSITY AS DETERMINED BY ASTM D2041.2.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MIN.95% RELATIVE DRY DENSITY BASED UPON AASHTO T-99.3.CONCRETE SHALL BE CLASS M-4000.4.SIDEWALK CROSS SHALL BE 2% MAX.5.SEE DETAIL 1 ON D-3 FOR GRADING BEYOND THE R.O.W.2-ALLEY SECTIONSCALE: NTS1-ROAD SECTION: ROSA WAY, STREET B, WILDWOOD LANESCALE: NTS