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HomeMy WebLinkAboutC200OveralGrading_04212021R O Y A L W O L F W A YP R I N C E L A N EP R I N C E L A N E PPPPPSSSSSSSSSSSSSSF R O N T A G E R O A DPPPPSSSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS1324511GASohohohohbtbtbtugugugugugugCsssssssswmwmwmwmwmwmwmCbpYELLOWSTONE MEMORIAL LLCPARCEL 1 & 2, & TRACT C - CERTIFICATE OF SURVEY 2581NELSON ROAD LLC - TRACT 1A - CERTIFICATE OF SURVEY 1372A30' DEDICATED ROW - NELSON MEADOWS SUBDIVISIONLIFT STATIONTRACTNELSONMEADOWSSUB.BARTIMCO PROPERTIES, LLCLOT 26, BLOCK 7NELSON MEADOWS SUBDIVISIONBURLINGTON NORTHERN RAILROADRIGHT-OF-WAYFRONTAGE ROADCERTIFICATE OF SURVEY2332 & 2952wmwmwmwm w m w m w m wmwmwmwmwmsswmwmwmwmssssssssssssststststststststststst stN88°57'33"E 600.74' (R-600.80')S6°33'44"E 446.65' (R-446.51')N89°06'33"W 62.16'S37°21'59"W 382.82' ( R - 3 8 2 . 6 9 ' )N53°27'02"W 246.86'(R1-246.90')(R-682.82')N0°39'01"E 682.68'357.73' (R-357.85')324.95' (R-324.97')35.43'40.00'40.00'34.00'313.39'34.00'LOT 1ABLOCK 6NELSON MEADOWS SUBDIVISION9.282 Ac.404,304 Ft²BARTIMCO PROPERTIES, LLCLOT 2, BLOCK 5NELSON MEADOWS SUBDIVISIONBARTIMCO PROPERTIES, LLCLOT 16, BLOCK 4NELSON MEADOWS SUBDIVISIONS 01°37'56" W; 14.82'S 41°49'14" W; 8.30'S 83°01'45" W; 14.92'L = 1 6 8 .1 5,R=18 0.00D = 5 3 ° 3 1 ' 2 8"ROYAL WOLF WAYROYAL WOLF WAYPRIN C E L A N E PRINCE LANE### ### ## # ### ## # ###### ## #PROPOSEDBUILDING35,100 SFFFE = 4596.00######### ## # ### ## #XXXXXXXXXXXXXXXXXXXXXXX ###SSSSSSS SS W S W S F F FCOMM COMMBTBTBTBTBTBTBPBPBPBPGASGASGAS45974596 4595 4594 4593 4592 4591459045894590459145924593 4594 45 9 5 459645974 5 9 84599 STORMWATERRETENTION /DETENTIONPOND (10YR/2HR)STORMWATERRETENTION /DETENTION POND(10YR/2HR)459645914591459245924593 459145 9 5 45954 5 9 6 459645964 5 9 7 45954594 45954595459 3 4594459745964597 45 9 8 4596 45964594 -2.1%-1.5%-1.0%-2.8%-2.3%-2.7%-2.2%-2.6%-2.5%-3.4%-2.8%-1.6%-2 .1% 459 5 45 9 4 459 4 DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PARCEL DISTRIBUTION FACILITY UPS BOZEMAN, MONTANASITE PLAN SUBMITTAL04.21.20212021Know what'sbelow.Callbefore you dig.6/9/2021 11:07 AM | L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C200.dwgC200OVERALLGRADING &DRAINAGE PLANSCHLEGEL-WHITEGRADING NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED.2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE PROJECTPLANS AND SPECIFICATION.3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE ORAUTHORIZATION OF THE UPS PROJECT ENGINEER.4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALLEXISTING UTILITIES PRIOR TO COMMENCING EARTH. NOTIFY UPS PROJECT ENGINEER OFANY UNFORESEEN 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. 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.STORMWATER NOTES1.ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC(HS20) LOADING AND BE INSTALLED ACCORDINGLY.2.TRENCHES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.3.ALL PIPE MATERIAL, FITTINGS AND STRUCTURES SHALL FOLLOW THE CONSTRUCTIONDRAWINGS AND CITY REQUIREMENTS.4.ALL STORMWATER TRENCHING, BEDDING AND PIPE LAYING, SHALL FOLLOW THE CURRENTCITY REQUIREMENTS.5.ALL JOINTS SHALL BE “WATERTIGHT”.6.PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAINSAND REMOVE ALL FOREIGN MATERIAL FROM THE PIPING, MANHOLES, AND DRAINAGEINLETS.1C200OVERALL GRADING & DRAINAGE PLANNORTH02550100SCALE: 1" = 50'SNOWSTORAGEAREA, TYP.LANDSCAPE BERMS TO BECREATED FROM EXCESS SOIL FROMSITE WORK TO BALANCE CUT/FILL.NO SOIL IS EXPECTED TO BEEXPORTED.SNOWSTORAGEAREA, TYP.