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HomeMy WebLinkAbout024 - C-1201 - ROAD DETAILS3" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 12" - 3" MINUS UNCRUSHED SUB-BASE COURSECATCH CURB (TYP.) CL 4" DEPTH SIDEWALK 1,4 60.00' R.O.W. 7.00' PARKING 5.00' SDWK.1,4 6.50' BLVD.1,5 5.00' SDWK.1,4 6.50' BLVD.1,535.00' TBC -TBC 10.00' DRIVING LANE0.50'7.00' PARKING10.00' DRIVING LANE 0.50' 1.00'1.00' 4" DEPTH SIDEWALK 1,4 3.00%3.00% 1.50%1.50% 9" MIN (TYP.) 8" MIN. SCARIFED, MOISTURE-CONDITIONED, AND COMPACTED NATIVE SUBGRADE PROPERTYLINEPROPERTYLINECL 120.00' R.O.W. 9.00' PAVED SHOULDER 0.75'0.75' 12.00' DRIVING LANE 12.00' DRIVING LANE 6.00' PROPOSED EXPANSIONPROPERTYLINE PROPERTYLINE42.00 EXISTING ROAD REMAINING ASPHALT - MATCH EXISTING (4" MIN.) 6" - 1 12" MINUS CRUSHED BASE COURSE - MATCH EXISTING (6" MIN.) SUBBASE - MATCH EXISTING (12" MIN. THICKNESS OF 3" MINUS PIT RUN) PROPOSED SAW-CUT LINE (TYP.) 2.00%2.00% SLOPE V A RI E S DAYLIGHT TO EXISTING GRADE 2.00' DEMO EXISTING ASPHALT 12.00' TURN LANE 9.00' PAVED SHOULDER 6.00' PROPOSED EXPANSION 2.00' DEMO EXISTING ASPHALT SLOP E V A R I E S DAYLIGHT TO EXISTING GRADE 2.00% 8" MIN. SCARIFED, MOISTURE-CONDITIONED, AND COMPACTED NATIVE SUBGRADE (TYP.) 8" MIN. SCARIFED,MOISTURE-CONDITIONED, AND COMPACTED NATIVESUBGRADE (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 WHERESHOWN (RUNNING SLOPES < 1%) SINGLE PROPOSED UTILITY BUILDI N G SETBACK VARIES (10' TYP.) SETBACK VARIES (10' TYP.) BUILDI N G 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 BUILDI 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) 2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\003 - TURNROW MASTER PLAN\ACAD\SHEETS\2-MASTER-SITE-PLAN\6916.003 - ROAD-SEWER-WATER-STORM-DETAILS.DWG PLOTTED BY:MAYA SIMMONS ONJul/29/2024 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 MASTER SITE PLAN BOZEMAN MONTANA ROAD DETAILS 6916.003 24 C-1201 RSP LRH MEE 07/24/2024 1 - TYPICAL LOCAL SUBDIVISION ROAD SECTION SCALE: NONE 3 - TYPICAL 20' R.O.W. ALLEY ROAD SECTION SCALE: NONE NOTES 1.REFER TO ROAD SECTION NOTES ABOVE FOR FURTHER CONSTRUCTION DETAILS.MASTER SITE PLAN JULY 2024 07/26/2024 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 C-1204 FOR MULTI-USE PATH DETAILS. 4 - TYPICAL 30' R.O.W. ALLEY ROAD SECTION SCALE: NONE NOTES 1.REFER TO ROAD SECTION NOTES ABOVE FOR FURTHER CONSTRUCTION DETAILS. 2 - VALLEY CENTER EXPANSION SCALE: NONE 6 - ROAD SECTION NOTES SCALE: NONE 6 C-1204 NOTES 1.EXTENSION WIDTHS VARY BASED ON EXISTING CONDITIONS AND TAPER SECTIONS 5 C-1204 5 C-1204 024