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HomeMy WebLinkAbout003 - C015 - CONSTRUCTION ROUTE MAPLaurel ParkwayValley Commons Dr Cottonwood RoadGooch Hill RoadHuffine Lane Fallon St W Babcock St PROPOSED SITE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2026COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10549\002 - ALTA AND CONCEPT PLAN\ACAD\SHEETS\C015 CONSTRUCTION ROUTE MAP.DWGREVISIONS 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 PLOTTED BY:ROSIE NICKELSON ON Jan/07/2026 ROERS-BOZEMAN APARTMENTS BOZEMAN MONTANA CONSTRUCTION ROUTE MAP 10549.002 2 C015 RSN CMS MEE 1/6/2026   200 4001002000 SCALE IN FEET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.SHEET C100 FOR FOR EXISTING CONDITIONS. 5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER. 8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 9.CONCRETE SHALL BE CLASS M-4000. 10.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").Know what's below. before you dig.Call R Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. ENTERING CONSTRUCTION TRAFFIC EXITING CONSTRUCTION TRAFFIC LEGEND No. 49499 CELINE M PROFESSIONA L E N G INEERM O N T ANA LICEN S E D SAUCIER