HomeMy WebLinkAbout25-C4.9Grading12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S
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OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY:
NWX APARTMENTS- AN ICON COMMUNITY
BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.com10/29/2021ROSA WAY
1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATEDAPRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONSTO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAWCUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.SEE SHEET C0.2 FOR MORE COMPLETE DEPICTION OFEXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO AMINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10')INTERVALS ALONG TANGENT CURB SECTIONS AND AMINIMUM 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 BEPLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINTMATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OFCURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINALFORM INSPECTION BY THE OWNER, THEIR AUTHORIZEDREPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (ASREQUIRED).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OFCURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUMTHICKNESS OF CRUSHED BASE COURSE BENEATH CURBAND GUTTER SHALL BE SIX INCHES (6").11.ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. ORLARGER. STORM DRAIN PIPE SHALL BE DUAL WALLED,SMOOTH INTERIOR POLYETHYLENE PIPE. USE HP STORM, ASMANUFACTURED BY ADS.12.FRONT PEDESTRIAN CONNECTION REFERS TO THESIDEWALK CONNECTION ON THE STREET SITE OF EACHBUILDING. REAR PEDESTRIAN CONNECTION REFERS TO THESIDEWALK CONNECTION ON THE PARKING LOT/ GARAGESIDE OF EACH BUILDING.GENERAL NOTES:EXISTINGASPHALT SURFACEEXISTINGCONCRETE SURFACEPROPOSED ASPHALTPAVEMENT SURFACEPROPOSEDCONCRETE SURFACELEGENDPROPOSED CATCH CURBPROPOSED LAYDOWN CURBAT PEDESTRIAN RAMPS1.ALL CURB AND GUTTER IS TO BE SPILL CURB, UNLESSOTHERWISE NOTED AS SHOWN ABOVE.2.SEE DETAILS FOR EACH CURB TYPE ON SHEET C5.2.3.ALL CONCRETE FLATWORK ADJACENT TO AND WITHIN 5 FEET OFRIBBON CURB, INCLUDING ADDITIONAL CONCRETE AREAS TOTHE FRONT OF REFUSE ENCLOSURES, SHALL BE 6-INCH THICKSTANDARD DUTY CONCRETE PER DETAIL 4, SHEET C5.2.4.ALL CONCRETE CROSSWALKS SHALL BE INSTALLED PER DETAIL 5ON SHEET C5.2.NOTES:PROPOSED RIBBON CURBCURB TRANSITIONCONCRETE PLAYGROUND CURBSEE LANDSCAPE SHEETSPLAYGROUND RAMPSEE LANDSCAPE SHEETSPLAYGROUND SURFACE ± 6 BELOW SURROUNDING SIDEWALKI, THE APPLICANT, CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE NWX APARTMENT SITE IS INACCORDANCE WITH THE APPLICABLE ADA REGULATIONS.SITE PLAN - PHASE 110/29/21: SP 0106/02/22: SP 0109/06/22: SP 01 10/29/21: SP 0106/02/22: SP 0109/06/22: SP 010203