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HomeMy WebLinkAbout025 - C-1202 - ROAD DETAILSCL 4H:1V (T Y P ) SLOPE V A R I E SPROPERTYLINE 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 LANE1.00' 1.50%1.50%3.0%3.0% ASPHALT MULTI-USE PATH CATCH CURB (TYP.)PROPERTYLINECATTAIL 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 FUTURE CL 5.00' SDWK.1,4 4.00' BLVD.1,520.00' DRIVABLE SURFACE 0.50' 1.00'R.O.W.R.O.W.3.00% 1.50% ASPHALT - MATCH EXISTING (3" MIN.) 1 12" MINUS CRUSHED BASE COURSE - MATCH EXISTING (6" MIN.) SUBBASE - MATCH EXISTING (12" MIN.THICKNESS OF 3" MINUS PIT RUN) 10.00' DRIVING LANE PROPERTY LINE (INSTALL NEW FENCE) CATCH CURB 1.50' FENCE OFFSET LAYDOWN CURB (SPILL TYPE) 10.00' DRIVING LANE 17.50' 8" MIN. SCARIFED, MOISTURE-CONDITIONED, AND COMPACTED NATIVE SUBGRADE 32.00' R.O.W. 9" MIN (TYP.) STRIPE FACE OFCURB RED (TYP) CL 90.00' R.O.W. 5.50' BLVD.1,5 5.50' BLVD.1,5 13.00' MEDIAN TBC -TBC8.00' PARKING LANE0.50'13.00' DRIVING LANE 0.50'1.00'1.00' 10.00' MULI USE PATH4,6 0.50'0.50' 1.50%3.00%3.00%1.50% 9" MIN (TYP.) 6" DEPTH SIDEWALK 1,4 6" DEPTH SIDEWALK 1,4 CATCH CURB (TYP.)SPILL CURB 4" - ASPHALT 6" - 1 12" MINUS CRUSHED BASE COURSE 12" - 3" MINUS UNCRUSHED SUB-BASE COURSE4" MIN. TOPSOIL & VEGETATION (TYP.) DRYLAND GRASS SEED MIXTURE TO BE SUBMITTED AND APPROVED BY THE CITYWATER CONSERVATION DEPARTMENT. SPILL CURB 13.00' DRIVING LANE 8.00' PARKING LANE 10.00' MULI USE PATH4,6 8" MIN. SCARIFED, MOISTURE-CONDITIONED, AND COMPACTED NATIVE SUBGRADE PROPERTYLINEPROPERTYLINEA 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 12.00' DRIVING LANE 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) 2.00% 9.00' PAVED SHOULDER 6.00' PROPOSED EXPANSION 2.00' DEMO EXISTING ASPHALT DAYLIGHT TO EXISTING GRADE 2.00% 8" MIN. SCARIFED, MOISTURE-CONDITIONED,AND COMPACTED NATIVE SUBGRADE (TYP.) MAX 2: 1 S L O P E 3.0' 2.00% 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\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 25 C-1202 RSP LRH MEE 07/24/2024 MASTER SITE PLAN JULY 2024 07/26/2024 2 - DAVIS LANE (3-LANE) SCALE: NONE 1 - WESTLAKE HALF SECTION SCALE: NONE 3 - FUTURE FERGUSON AVE. ROAD SECTION SCALE: NONE NOTES 1.REFER TO ROAD SECTION NOTES ABOVE FOR FURTHER CONSTRUCTION DETAILS.4 - RAISED MEDIAN DETAIL SCALE: NONE 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. 6 - ROAD SECTION NOTES SCALE: NONE 6 C-1204 6 C-1204 6 C-1204 7 C-1204 6 C-1204 6 C-1204 6 C-1204 8 C-1204 8 C-1204 5 - VALLEY CENTER ROAD SOUTH CURB SCALE: NONE 025