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btbtbtbtbtbpbpbpbpbpwmUPUP BUILDING #19APARTMENTTYPE C8,234 SFFFE = 4854.40BUILDING #23APARTMENTTYPE A3,895 SFFFE = 4857.10BUILDING #20APARTMENTTYPE A3,895 SFFFE = 4853.50BUILDING #22APARTMENTTYPE C8,234 SFFFE = 4857.00BUILDING #21APARTMENTTYPE C8,234 SFFFE = 4854.60CCCCCCCCCCCCCC C C C C UPUP BUILDING #19APARTMENTTYPE C8,234 SFFFE = 4854.40BUILDING #23APARTMENTTYPE A3,895 SFFFE = 4857.10BUILDING #20APARTMENTTYPE A3,895 SFFFE = 4853.50BUILDING #22APARTMENTTYPE C8,234 SFFFE = 4857.00BUILDING #21APARTMENTTYPE C8,234 SFFFE = 4854.60SS SSWMWM WM WMWMWMSSSSSSSSSSSFWSFFFFWSWSFFFFFWSWSWSWSWSFWSSSFFFFFFFFFWSWSWSWSWSWSWSWSHYDWV
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BPBPBP PHBPBPBPWVS WVWVWVWVWVWVWVWVWVWVSTSTDST DS89° 50' 18"E 319.32'S0° 05' 08"E 247.25'N89° 54' 58"E 367.84'L=165.82,R=275.00
D=34°32'51"S0° 04' 45"E 92.68'N89° 58' 35"E 382.39'L=77.93,R=195.00D=22°53'50"S0° 05' 02"E 195.73'N89° 54' 58"E 222.02'S0° 05' 02"E 78.53'S89° 54' 58"W 145.00'N00° 05' 02"W 193.47'N00° 05' 02"W 78.53'
UP BUILDING #18APARTMENTTYPE A3,895 SFFFE = 4,853.43BUILDING #15APARTMENTTYPE C8,234 SFFFE = 4,854.76BUILDING #16
GARAGE
BUILDING #17
GARAGE48504850485148514852485248554860485548554855485548554855486048604860486048604860486548654855485448564856485648604855485548554855486048604860ABC DABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONPROJECT:OWNER:PROJECT ADDRESS:OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718OXBOW APARTMENTSPHASE IIOXBOW LAND HOLDING LLC3112 LOS FELIZ BOULEVARDBOISE, ID 847032023075®REVISIONSA10.18.2024FORMAL SITE DEVELOPMENTREVIEWMARKDATEDESCRIPTIONC200FOVERALL GRADING &DRAINAGE PLANPACKAGE 'F'0204080SCALE: 1" = 40'NORTH1C200FOVERALL GRADING & DRAINAGE PLANSITE PLANPACKAGE 'F'BOUNDARYGRADING NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED.CONTRACTOR IS RESPONSIBLE FOR PREPARING THE SWPPP AND ALL OTHERCONSTRUCTION STORMWATER PERMITTING.2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT TITLED, "COTTONWOOD SUBDIVISION - SOUTHEAST SIDE OFHUFFINE LN/COTTONWOOD RD., BOZEMAN, MT" DATED JANUARY 2019 BY ALLIEDENGINEERING SERVICES INC., BOZEMAN, MONTANA."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.FINISHED GRADE SPOT ELEVATIONS HAVE BEEN TRUNCATED. ADD 4800 FOR ACTUALELEVATION.9.LONGITUDINAL SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 5%, EXCEPT FOR ONINDICATED RAMPS OR AS OTHERWISE NOTED.10.CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2%. 1.5% IS PREFERRED.11.PEDESTRIAN RAMPS SHALL NOT EXCEED 12H:1V IN ANY DIRECTION.12.ADA PARKING AND ADA UNLOADING/LOADING AREAS SHALL NOT EXCEED 2% IN ANYDIRECTION. CONTRACTOR TO VERIFY GRADES OF BASE MATERIAL AND FORMS BEFOREPAVING INSTALLATION.13.EXTERIOR CONCRETE FLATWORK ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THEBUILDING AND NOT EXCEED 2%. 1% IS THE MINIMUM.14.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1').15.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OFOSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION ANDTRENCHING.16.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCEWITH BUILDING PLANS AND SPECIFICATIONS.17.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.UNLESS OTHERWISE STATED, STORM DRAIN PIPING SHALL BE SOLID WALL POLYVINYLCHLORIDE (PVC) PIPE. PVC PIPE MUST BE AT LEAST SDR 35 AND MEET THE REQUIREMENTSOF ASTM D3034 FOR DIAMETERS UP TO 15" AND ASTM F679, TYPE I FOR SIZES 18" TO 36"DIAMETER. THE MAXIMUM FILL DEPTH IS 25'.3.TRENCHES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.4.ALL PIPE MATERIAL, FITTINGS AND STRUCTURES SHALL FOLLOW THE CONSTRUCTIONDRAWINGS AND CITY REQUIREMENTS.5.ALL STORMWATER TRENCHING, BEDDING AND PIPE LAYING, SHALL FOLLOW THE CURRENTCITY REQUIREMENTS.6.ALL JOINTS SHALL BE “WATERTIGHT”.7.PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAINSAND REMOVE ALL FOREIGN MATERIAL FROM THE PIPING, MANHOLES, AND DRAINAGEINLETS.8.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FORTESTING ALL UTILITY PIPES IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS.COST OF ALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.SITE PLANPACKAGE 'E'BOUNDARYSITE PLANPACKAGE 'G'BOUNDARYEXISTING STORMWATER DETENTION FACILITYFOR COTTONWOOD SUBDIVISION