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HomeMy WebLinkAbout010 - C200 - OVERALL GRADING & DRAINAGE PLANstststststststststsssssssssssssssssssssssssssssssssssssssswmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmststststst ststststststssFM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMbp bp bp bp bp bp bpcommcommcomm commcommcommcommcommcommgasgasgasbpbpbpbpbpbpbpssssROYAL WOLF WYPRINCE LNwmwmwmwmsssswmFFFFFFWSWSWSWSGAS GAS GAS GAS GAS GASGASSSSSSSCOMM COMMBPBPBPBPBP BP BP BP BP BPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBP BP BP BP BP BP BP GENSWITCHSWITCHVAN EVONLYEVONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYEVONLYEVONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYEVONLYEVONLYEVONLYEVONLYCTGENFDCPOWERVAULT45944594 459345934594459445954592 4590 45884589459045914592459245924593459445954 5 8 9 4 5 9 045904 5 9 0 4 5 9 1 4 5 9 2 45 9 3 45944 5 9 4 4594 459045914592459345944589 458845894585 4586 4587 4588459545944593459245914 5 9 0 4589 LATTICE MATERIALSBOZEMAN, MONTANA±64400 SQFTFFE = 4595.0045924591459045904589458845874593459345924591PIPING PITFFE = 4584.00SNOW REMOVAL AREASNOW REMOVAL AREASNOW REMOVAL AREA©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |URSUS MAJOR BOZEMAN, MT 2026SITE PLAN03.06.2026URSUS_MAJ3/6/2026 6:07 PM | L:\URSUS_MAJ\BIMCAD\Civil\Sheets\URSUS_MAJ_C200.dwgC200OVERALLGRADING &DRAINAGE PLANSCHLEGEL-1C200OVERALL GRADING & DRAINAGE PLAN0153060SCALE: 1" = 30'NORTHGRADING NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED.2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT.3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE ORAUTHORIZATION OF THE OWNER'S REPRESENTATIVE.4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALLEXISTING UTILITIES PRIOR TO COMMENCING EARTH. NOTIFY ENGINEER OF ANYUNFORESEEN CONDITIONS.5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES ANDREPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED.8.SPOT ELEVATIONS INDICATE TOP OF ASPHALT, UNLESS OTHERWISE INDICATED.9.FINISHED GRADE SPOT ELEVATIONS HAVE BEEN TRUNCATED. ADD 4500 FOR ACTUALELEVATION.10.LONGITUDINAL SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 5%, EXCEPT FOR ONINDICATED RAMPS.11.CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2%. 1.5% IS PREFERRED.12.PEDESTRIAN RAMPS SHALL NOT EXCEED 12H:1V IN ANY DIRECTION.13.ADA PARKING AND ADA UNLOADING/LOADING AREAS SHALL NOT EXCEED 2% IN ANYDIRECTION. CONTRACTOR TO VERIFY GRADES OF BASE MATERIAL AND FORMS BEFOREPAVING INSTALLATION.14.EXTERIOR CONCRETE FLATWORK ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THEBUILDING AND NOT EXCEED 2%. 1% IS THE MINIMUM.15.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1').16.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OFOSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION ANDTRENCHING.17.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCEWITH BUILDING PLANS AND SPECIFICATIONS.18.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKINGDAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.SEE SHEET C201SEE SHEET C202