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Home My WebLink About021.1 ROAD DETAILS 2CL 3.00%3.00% 60.00' R.O.W. 1.50% 8.00' SDWK. 7.50' BLVD. 1.50% 5.00' SDWK. 6.50' BLVD.31.00' TBC -TBC 13.00' DRIVING LANE0.50'10.00' DRIVING LANE 0.50'7.00' PARKING A A NOTES: 1.12" (13) EXPANSION JOINTS ARE SHOWN AS DARK SOLID LINES FOR VISUAL PURPOSES. 2.BOND BREAKER IS SHOWN AS DARK DASHED LINE FOR VISUAL PURPOSES. SURFACING 3" MIN CRUSHED AGGREGATE COURSE (VARIES) SECTION A-A NOTES: 1.INSTALL PREFORMED EXPANSION JOINT FILLER, PER SECTION 707, AT ALL EXPANSION JOINTS, FOR THE FULL THICKNESS OF THE CONCRETE MEDIAN CAP. 2.INSTALL A BOND BREAKER FOR THE FULL THICKNESS OF THE CONCRETE MEDIAN CAP BETWEEN THE CAP AND THE CURB. USE A 15 OR 30 POUND ROOFING FELT MATERIAL, OR OTHER PRODUCT AS APPROVED BY THE PROJECT MANAGER, FOR THE BOND BREAKER. DO NOT USE EXPANSION JOINT MATERIAL AS A BOND BREAKER. 3.ALL JOINTS MUST BE STRAIGHT AND PERPENDICULAR TO THE CENTERLINE AND THE SURFACE OF THE MEDIAN CAP. WHERE PRACTICAL, ALIGN ALL JOINTS WITH LIKE JOINTS IN ADJOINING WORK. USE JOINTS TO OUTLINE ALL PANELS IN THE MEDIAN CAP. USE SQUARE PANELS WHEN PRACTICAL. ON NARROW MEDIAN CAPS RECTANGULAR SHAPED PANELS ARE ACCEPTABLE. 4.PROVIDE CONTRACTION JOINTS NO LESS THAN 18" WIDE AND NO MORE THAN 14" WIDE AND NO LESS THAN 1" IN DEPTH. CONTRACTION JOINTS MAY BE CUT BY A GROOVE FORMING TOOL. 5.LOCATE EXPANSION JOINTS AT ALL JOINTS BETWEEN THE MEDIAN CAP AND STRUCTURES IN PLACE AND EVERY 100 FT. (±30 FT.) AT INTERVALS EQUAL TO THE NEAREST MULTIPLE OF THE CONTRACTION JOINT INTERVAL. USE A LONGITUDINAL EXPANSION JOINT IN THE CENTERLINE OF ALL MEDIAN CAPS WIDER THAN 12 FT. 6.USE LONGITUDINAL CONTRACTION JOINTS IN MEDIAN CAPS WIDER THAN 6 FT. SPACE TRANSVERSE CONTRACTION JOINTS EQUAL TO THE LONGITUDINAL SPACING ON MEDIAN CAPS WIDER THAN 6 FT. FOR MEDIAN CAPS NARROWER THAN 6 FT. SPACE TRANSVERSE CONTRACTION JOINTS 10 FT. OR LESS. 7.CONSTRUCT CONCRETE MEDIAN CURB AND CAP WITH CLASS GENERAL CONCRETE OR APPROVED EQUAL. BOND BREAKER CONCRETE MEDIAN CAP TRANSVERSE CONTRACTION JOINTS TRANSVERSE EXPANSION JOINT LONGITUDINAL CONTRACTION JOINTS MEDIAN CONCRETE CURB TYPICAL STRUCTURE IN PLACE LONGITUDINAL EXPANSION JOINT MEDIAN CONCRETE CURB BOND BREAKER, (TYP) BETWEEN CAP AND CURB CONCRETE MEDIAN CAP CL 3.00%3.00% 60.00' R.O.W. 1.50% 5.00' SDWK. 7.50' BLVD. 1.50% 5.00' SDWK. 7.50' BLVD.33.00' TBC -TBC 16.00' DRIVING LANE0.50'16.00' DRIVING LANE 0.50' 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 2 5659.011 22 C1203 RSP LRH MEE 03/15/2023 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"). 1 - SOUTHBRIDGE DRIVE SCALE: NTS KEY NOTES 1.THIS SECTION VIEW SHALL BE REPRESENTATIVE OF SOUTHBRIDGE DRIVE WITHIN THIS SUBDIVISION. 2 - RAISED MEDIAN DETAIL SCALE: NTS 3 - SOUTH 15TH AVE SCALE: NTS MASTER SITE PLAN MARCH 2023 COMPACTED SUBGRADE 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) COMPACTED SUBGRADE 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) KEY NOTES 1.THIS SECTION VIEW SHALL BE REPRESENTATIVE OF SOUTH 15TH AVE WITHIN THIS SUBDIVISION.