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HomeMy WebLinkAbout043 - R-29 - ROAD DETAILSCL 4H:1V ( T Y P ) SLOPE V A R I E S R.O.W. 100.00' R.O.W. 10.00' MULTI-USE PATH 6.00' BLVD.1,5 36.00' TBC -TBC 11.50' DRIVING LANE 11.50' DRIVING LANE 2.00'2.00' 12.00' TURNING LANE R.O.W. 1.00' 1.50%1.50% 3.0%3.0% ASPHALT MULTI-USE PATH CATCH CURB (TYP.) CATTAIL CREEK (PRESERVE EXISTING CONDITIONS) 4" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 15" - 3" MINUS UNCRUSHED SUB-BASE COURSE MIRAFI RS580i FABRIC OR ENGINEER APPROVED EQUAL 8" MIN. SCARIFED, MOISTURE-CONDITIONED, AND COMPACTED NATIVE SUBGRADE 8" MIN. SCARIFED, MOISTURE-CONDITIONED,AND COMPACTED NATIVE SUBGRADE (TYP.) 3" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 12" - 3" MINUS UNCRUSHED SUB-BASE COURSE CL 10.00' DRIVING LANE 10.00' DRIVING LANE 20.00' R.O.W. 9" MIN9" MIN 2.00%2.00%PROPERTYLINEPROPERTYLINE3' WIDE VALLEY GUTTER WHERE SHOWN (RUNNING SLOPES < 1%) SINGLE PROPOSED UTILITY BUILDIN G SETBACK VARIES (10' TYP.) SETBACK VARIES (10' TYP.)BUILDIN G A A SURFACING 3" MIN 34" CLEAN WASHED ROCK 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 M-4000 GENERAL CONCRETE OR APPROVED EQUAL. BOND BREAKER CONCRETE MEDIAN CAP TRANSVERSE CONTRACTION JOINTS TRANSVERSE EXPANSION JOINT LONGITUDINAL CONTRACTION JOINTS MEDIAN CONCRETE CURB TYPICAL SEWER MANHOLE STRUCTURE IN PLACE LONGITUDINAL EXPANSION JOINT MEDIAN CONCRETE CURB BOND BREAKER, (TYP) BETWEEN CAP AND CURB CONCRETE MEDIAN CAPDOWEL INTO SURFACING 8" MIN. SCARIFED, MOISTURE-CONDITIONED, AND COMPACTED NATIVE SUBGRADE (TYP.) CL 10.00' DRIVING LANE 10.00' DRIVING LANE 30.00' R.O.W. 2.00%2.00%PROPERTYLINEPROPERTYLINE3' WIDE VALLEY GUTTER WHERE SHOWN (RUNNING SLOPES < 1%)PROPOSED WATER & SEWER MAINS SETBACK VARIES (10' TYP.) SETBACK VARIES (10' TYP.) 5.50'5.50'9.50'9.50' 5.00'5.00' BUIL DI N G BUIL DI N G 9" MIN (TYP.) 3" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 12" - 3" MINUS UNCRUSHED SUB-BASE COURSE FIRE LANE STRIPING (EACH SIDE) 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. 2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\004 - TURNROW PRELIMINARY PLAT\ACAD\SHEETS\1_PRE-PLAT\6916-004_ROAD-DETAILS.DWG PLOTTED BY:KARL SAND ON Jul/31/2024 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! TURNROW SUBDIVISION PRELIMINARY PLAT BOZEMAN MONTANA ROAD DETAILS 6916.004 30 D-1 --- LRH LRH 07/24/2024 PRELIMINARY PLAT JULY 2024 07/26/2024 1 - DAVIS LANE (3-LANE) SCALE: NONE 4 - RAISED MEDIAN DETAIL SCALE: NTS ROAD SECTION NOTES (ALL SECTIONS) 1.SIDEWALK SHALL BE 6' WIDE AND 6" THICK ALONG PARK FRONTAGE. BOULEVARD REDUCED IN WIDTH IN THOSE AREAS. 2.SUBGRADE, SUBBASE, AND BASE MATERIALS SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 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"). 4.SIDEWALKS FRONTING COMMON OPEN SPACE & PARKS SHALL BE INSTALLED AT THE TIME OF ROAD CONSTRUCTION. SIDEWALKS FRONTING ON PRIVATE LOTS SHALL BE INSTALLED BY THE OWNER AT THE TIME OF BUILDING CONSTRUCTION. 5.BOULEVARDS SHALL BE FILLED FROM TBC TO SIDEWALK WITH A MINIMUM 4" OF TOPSOIL SEEDED WITH TURF GRASS. REFER TO LANDSCAPE PLANS FOR TYPE OF SEED & IRRIGATION (IF REQUIRED). 6.REFER TO DETAILS 6 & 7 ON SHEET D-3 FOR MULTI-USE PATH DETAILS. 5 - ROAD SECTION NOTES SCALE: NTS 3 D-3 2 D-3 2 - TYPICAL 20' R.O.W. ALLEY ROAD SECTION SCALE: NONE NOTES 1.REFER TO ROAD SECTION NOTES ABOVE FOR FURTHER CONSTRUCTION DETAILS. 3 - TYPICAL 30' R.O.W. ALLEY ROAD SECTION SCALE: NONE NOTES 1.REFER TO ROAD SECTION NOTES ABOVE FOR FURTHER CONSTRUCTION DETAILS. 043