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HomeMy WebLinkAbout021 ROAD DETAILSCL 3.00%3.00% 60' R.O.W. 7' PARKING 1.50% 5' SDWK. 6.5' BLVD. 1.50% 5' SDWK. 6.5' BLVD.35' TBC -TBC 10' DRIVING LANE0.50'7' PARKING10' DRIVING LANE 0.50' PROPOSED SECTION OF S. 19TH AVE. (WIDTH VARIES)EXISTING SECTION OF S. 19TH AVE. 0.50'2.00%2.00%4H:1V(TYP., V A R I E S ) CL 3.00%3.00% 30' PUBLIC ACCESS AND UTILITY EASEMENT (WHERE INDICATED) 10' DRIVING LANE 10' DRIVING LANE 20' R.O.W. (WHERE INDICATED) 0.75' MIN0.75' MIN 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C1200 WATER, SEWER, STORM, & ROAD DETAILS.DWG PLOTTED BY:SEAN PAPENHAUSEN ONMar/21/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA ROAD DETAILS 1 5659.011 21 C1202 RSP LRH MEE 03/15/2023 3" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 12" - 4" MINUS PIT RUN SUB-BASE COURSECITY OF BOZEMAN STANDARD CATCH CURB 1 - TYPICAL SUBDIVISION ROAD SECTION SCALE: NTS COMPACTED SUBGRADE COMPACTED SUBGRADE FUTURE BOULEVARD & SIDEWALK 4" DEPTH SIDEWALK (EXCEPT 6" ALONG PARK FRONTAGE) ASPHALT - MATCH EXISTING (5" MIN.) 1 12" MINUS CRUSHED BASE COURSE - MATCH EXISTING (8" MIN.) SUBBASE - MATCH EXISTING (20" MIN. THICKNESS OF 6" MINUS PIT RUN) 2 - PROPOSED SOUTH 19TH AVE. ROAD SECTION SCALE: NTS NOTES 1.THIS SECTION VIEW SHALL BE REPRESENTATIVE OF THE PROPOSED ROADS WITHIN THIS SUBDIVISION. 2.SIDEWALK WILL BE INCREASED TO 6-FT WIDE IN PARK SECTION AND BOULEVARD WILL BE DECREASED TO 5.5 FT SECTION CUT NOTES 1.THIS SECTION VIEW SHALL BE REPRESENTATIVE OF THE PROPOSED ROAD IMPROVEMENTS TO SOUTH 19TH. AVE. SAWCUT LINE. APPLY ASPHALT TACK COAT TO IMPROVE ADHESION BETWEEN EXISTING AND PROPOSED SECTIONS 01/18/2023 GENERAL NOTES: 1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 2.SIDEWALK WILL BE INCREASED TO 6-FT WIDE IN PARK SECTION AND BOULEVARD WILL BE DECREASED TO 5.5 FT 3.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). 3 - ALLEY WAY SCALE: NTS KEY NOTES 1.THIS SECTION VIEW SHALL BE REPRESENTATIVE OF THE PROPOSED ALLEYS WITHIN THIS SUBDIVISION. COMPACTED SUBGRADE 3" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 12" - 4" MINUS PIT RUN SUB-BASE COURSE MATCH EXISTING GRADE MASTER SITE PLAN MARCH 2023