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HomeMy WebLinkAbout008 - C200 - GRADING PLANss ss ss ss ss ss ssssssssssss ssbpbpbp bpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp oh oh oh oh oh oh oh oh oh oh ohgasgasga s gasgasgasgasgasgasgasgasgasgasgasgasgasgasgasgasgasbt bt bt bt bt bt bt bt bt bt btbt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt btWSSEEEE ETTTTTFOFOFOFOTTTTTTTwm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmTEEX XSSDstssssssSstDwmwmwmwmELot 3AMinor Subd iv is ion 503CCommon Open Space AMinor Subdivision 503CPublic Right-of-Way DedicationMinor Subdivision 503C10' Public Utility EasementPer Minor Subdivision 50310' Public Utility Easement Per Minor Subdivision 503 30' Sewer and Water and Access EasementDocument No. 2471376 30' Easement perDocument No. 2471376Easement perDocument No. 2841657SSBPBP BPWSWSWSWSWSWSWSWS WS WS WS W SFFFFFFFFFF F F F F GA S GAS GAS GAS GAS GASGASHYDFBPPROPOSED BUILDING15,057 SF4921.00 FFE4917491749184918 4918491849194919 491949194919 49194 9 1 9 491949194919 49194919491949204920 49 2 0 4920 4920492049204920492149214921 4 9 2 14922 492249234923492449244920 4920 4921 4921 49224922492 2 492 2 4922 4922 4922 4922 492249234923 4923 4923 4924 4924 4924 4925 EXISTING STORM PONDDSTSTDCOSTC O STST491 9 4920 49204920 492049204921 4921492 1 492149214921 492249224922 SUBSURFACE ADSSTORM CHAMBERSPROPOSEDCURB CUTPROPOSEDSTORM INLETSEE 2/C200 FORDETAILED VIEW-0.5%-2.7%-1.7% -1.0%-1.0%-1.0%-1.4%-1.4% -1.6% -3.4% -3.8% -1.3%-1.5%-2.2%-1.6%-2.4%-2.0%-1.8%-2.3% -3.0% -2.4%-32.4%-1.8%-1.0%-0.7%-1.6%-4.2%-1.2%-1.6%-11.0% - 1 . 5%-15.6%-26.6% - 2 . 1% -4.7%SEE 3/C200 FORDETAILED VIEWTBC 20.59T B C 2 1 . 0 0 TC 21.55TBC 22.70T B C 2 2 . 6 0TBC 22.58TBC 22.61TBC 23.19TBC 22.69TBC 20.67TBC 20.66T B C 2 0 . 0 0 T B C 1 9 . 1 6 T B C 1 9 . 7 2TBC 19.87TBC 19.93TBC 2 0 . 1 9TBC 20.36T B C 2 0 . 3 5 TBC 20.46TBC 20.13TBC 21.24TBC 21.12TBC 19.55 TBC 19.06TBC 18.90MEG TC 19.51±MEG TC 19.58±MEG TC 20.43±MEG TC 20.47±MEG TC 21.41±ME G T C 2 1 . 4 6 ±MEG TC 25.65±ME G T C 2 5 . 7 2 ±TC 22.58TC 22.63TC 21.31TC 20.72T C 2 0 . 9 2 T C 2 0 . 7 7 TC 20.89TC 21.00TBC 21.36TC 21.18TBC 21.81TBC 21.62MEG TA 22.07±MEG TA 22.57±ME G T A 2 1 . 2 9 ±MEG TA 20.92±MEG TA 21.16±MEG TA 21.48±TC 21.00T C 2 0 . 9 6TC 20.91TC 20.74TC 20.74TC 20.74TC 22.80TBC 18.98T B C 1 9 . 6 6 T B C 1 9 . 0 7 T B C 1 9 . 6 4 TC 21.65TBC 20.33TBC 20.53TBC 20.91TBC 21.51TBC 20.99TBC 20.94 TBC 19.91TBC 19.93TBC 19.99TBC 19.07TC 20.36TC 20.36TC 20.75TC 20.75TC 20.75TC 20.75TC 20.36TC 20.36TC 20.97TC 21.43FG 20.27TC 20.79T C 2 0 . 9 7FL/TBC 21.46FL/TBC 21.38TBC 22.00-2.4%bpbp bpoh oh oh oh bt bt bt btbtbtbt bt bt bt bt bt btEEDST-2.1% 4921 ME G T C 2 1 . 7 0 ±MEG TC 21.65±TC 21.95TC 22.01TC 20.67TC 21.95TC 21.36T C 2 1 . 8 9 T C 2 1 . 3 0 T C 2 1 . 3 0TC 20.72TC 21.24TC 20.66- 2 . 0% F G 2 0 . 4 8 4 9 1 9D STSTSTST-1.5%-1.5%-1.5%-2.8%-1.5%-3.2%-2.5%491 9 4920 SUBSURFACE ADSSTORM CHAMBERSTBC 19.33TBC 20.76T B C 2 0 . 7 6 T B C 2 0 . 0 9TBC 19.55T B C 1 9 . 7 8 TBC 19.72TBC 20.00T B C 1 9 . 1 9 T C 1 9 . 7 8 T C 1 9 . 9 5 TC 20.09T C 2 0 . 8 4 TC 20.76-2.7%-2.1%©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |BOZEMAN BRANCH WHITEFISH CREDIT UNION2026SITE PLAN SUBMITTAL 04.30.2026WFCU_BOZ07.29.2026 CITY COMMENTS #17/29/2026 12:51 PM | L:\WFCU_BOZ\BIMCAD\Civil\Sheets\WFCU_BOZ_C200.dwgC200GRADING PLANMIRANDAMIRANDASCHLEGEL1C200GRADING PLAN0102040SCALE: 1" = 20'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 4900 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.3C200DETAILED VIEW 2051020SCALE: 1" = 10'NORTH2C200DETAILED VIEW 102.5510SCALE: 1" = 5'NORTHSNOWSTORAGEAREASNOWSTORAGEAREASNOWSTORAGEAREASNOWSTORAGEAREASNOWSTORAGEAREASNOWSTORAGEAREA