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HomeMy WebLinkAbout005_C3.1 - Grading Plan4816.634817.984821.00482 0 . 844821.004818.97 4818.994819.114819.10 4818.614818.684818.19 4818.19 4817.07 4816.674818.304820 . 444820 . 054819 . 554819. 32 4817.70-0.97%-1.55%-1.35%-2.00% -1.45%FF=4818.20FF=4821.00FF=4818.30481 8 .20 4 81 8 . 20 4817.95481 8 .204817 .9 64817.824818.204818.204818.204817.204817.204817.204817.20 4817.154817.184817.104817.14 -1.99%-1.15%-1.99% -1.99% -2.00% -1.99% 4 8 2 0 48184816481848 2 0 4820 . 494820.09481 9 . 584819.354819.30 4819.10 4819.004818.304818.30 4818.20-2.79%-2.00%0.00%FF=4820.04820 -1.39%-0.89%-1.79%-1.01%4818.304818.304818.28 4818.29 4818.024817.904818.054818.004817.614817.684817.70 4817.394817.404817.404817.324817.70 4817.00 -4.67%-3.63%-3.75%4816.84 4816.714816.71 4816.414816.524818 -0.50% -0.48% -1.61%4818.604818.204819.0048174817.01 4816.864817.14FF=4817.20FF=4819.1015'RAMP -1.78%48 2 1 4822-2.50%48 2 0 48 18 .6 0 4818.30481 8 . 494818.494819.04482 0 . 714819 . 8 94820 .0 5 48 20 .0 0 48 20 .0 0 481 9 . 50481 9 . 50 4819 . 5 0 48 20 .0 0FF=4819.54819.99-1.64%-1.15%-3.15%48194820482048194818.254818.3348 1 7 .8 8 4 8 1 8 0'10'20'30'C3.1AS NOTEDGRADING &DRAINAGE PLANMALHEC Nov 02, 2022 - 9:47amCAD FILE: M:\213611\Drawings\SITE PLAN\SITE PLAN.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT05/27/2022213611PRELIMINARY DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY WEST BABCOCK STREETNEW SIDEWALK TO MATCHEXISTING AT TIE-IN LOCATIONNEW SIDEWALK/ALLEY TOMATCH EXISTING ATTIE-IN LOCATIONNEW ALLEY TO MATCHEXISTING GRAVEL ALLEYAT TIE-IN LOCATION1.GROUND CONTOURS = 0.5'GENERAL NOTESADA CERTIFICATIONI CERTIFY, TO THE BEST OF MY PROFESSIONAL JUDGEMENT,THAT THE PLANS OF THIS FACILITY (BUILDING & SITE)CONFORMS TO THE AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITY.BY: DATE:S. 9TH AVE.TAPER GRAVEL TOMATCH EXISTINGALLEY WIDTHGRADE BREAKEXISTING ALLEYSLOPEGRADE BREAKGRADE BREAKREMOVE EXISTINGCONCRETE DRIVEWAYAPPROACH AND REPLACETRANSITION CURB FROM FULLHEIGHT CURB TO DROP CURB FORDRIVEWAY. SEE DETAILS 11&15/C4.1END NEW CURB. MATCHEXISTING TBC AND FLOWLINE