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HomeMy WebLinkAbout028 - C400 - GRADING & DRAINAGE PLANWSWSWSWSWSWSWSWSWSWSSSSSSSSDSDSDSDSDSDSDSDSDSD6W6W6WSDSDSD SDSDSD UPUPDNUPB P BP BP B P B P B P BPBPBPBPBPOHPOHPOHPBPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPDPTVFXXXXXX W W W W W W W W W W W W W W W W W W W W BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBP BP BP BP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGSSSSSSSSSSSSSSSSWSWSBF BF BF BF BF BF BF BF BP BP BP BP BP BP BPBPBTV BTV BTV BTV BTV BTVBTVBTVBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV NGNGNGNGNGNGNGNGNGS S S S S S S S S S S S S S S S S S S S SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD TWXXXXXXXXXXXOHPOHPOHPOHPOHPOHPOHPMATCH EX.ASPHALTSOUTH CHURCH AVENUE ALLEY EX. ASPHALT14.9615.0615.1414.9914.9915.0615.3115.3815.3615.5915.6115.6915.3915.4315.5115.5315.5015.5015.5015.5015.5015.5015.4515.4115.2215.2715.3615.3114.7114.8714.9415.1615.7616.1516.3516.5816.8317.1617.2117.8118.0317.9918.2818.2817.6317.6317.5217.8417.3017.0917.0317.0517.0817.0717.1217.3517.5517.7117.7217.7217.7117.7217.7317.2917.2917.2917.2117.2117.2917.4417.2917.2917.4416.5016.5016.5016.50BOW16.50TOW17.25TOW17.17BOW16.42TOW17.17BOW16.4217.1417.1817.2516.5016.5016.5016.5016.5016.5015.5015.5515.5016.5016.5016.5016.5016.5015.5015.5016.5015.5016.5016.3516.5016.5017.9217.72PROPOSED BUILDINGFFE=4815.50PROPOSED BUILDINGFFE=4816.50PROPOSED FIRERISER ROOMFFE=4817.294816.90 4816.70 4816.60 4817.40 4817.60 4815.404815.3048164816 4816.30481748174817.2048184817.704 8 1 8 481 7 . 80 4815 48154816 4 8 16 481 5 48164816 4817481748174 8 1 7 48174 8 1 7 4818 4 8 1 8 48174817-1.99%-1.50%-1.50%-3.38%-1.50%-1.50% 0.00%-0.75%0.00%-1.80%-1.80%-1.50%-1.50%-4.55%-4.86%4817.30 4817.20 4817.10 4 8 1 8 . 1 0 4 8 1 8 . 2 0 4817.704817.60 4817.00 4817.50 4817.504817.404817.304817.204817.10-1.27%-1.50%-8.33%-1.04%14.7114.6814.6715.0815.1115.0115.0714.4514.4314.3614.34-0.73%CONNECT TO EXISTINGUTILIZING NEW SDMHRIM: 14.976" INV IN : 4810.1315" INV IN/OUT: 4808.88-2.70%-2.25%4816.404816.30-0.88% -0.70 %-0.82%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2026COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Jan/27/2026REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - GRADING & DRAINAGE PLAN.DWG THE DEPOT ON CHURCH112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANAGRADING & DRAINAGE PLAN6C400JAZJAZCMS11/14/25 1CITY OF BOZEMAN REVIEW1/14/26 10205100SCALE IN FEETSITE PLAN SUBMITTAL11/14/251EXISTING BUILDING(LOCATION NOT SURVEYED)EXISTING BUILDING(LOCATION NOT SURVEYED)EXISTING BUILDING(LOCATION NOT SURVEYED)EXISTING BUILDING(LOCATION NOT SURVEYED)Know what'sbelow.before you dig.CallRTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.PROJECT GRADINGDISTURBANCE BOUNDARYPROPOSED RAMP ANDRETAINING WALL FROMEGRESS UP TO ALLEYPROPOSED INTERIOR RAMPFROM LOBBY UP TO PARKINGGARAGE (SEE ARCH)PROPOSED STORMWATER DETENTIONRAINFLO 20,000 GALLON VAULT W/ TRIPLEXPUMP SYSTEM OR PROPOSED EQUALTOP: 4814.50BTM: 4804.506" INV IN: 4813.25VOLUME PROVIDED = 2,674 CFVOLUME REQUIRED = 2,588 CFPROPOSED 6" OUTFALL TOEXISTING CITY OF BOZEMANSTORM DRAIN TO BE PUMPEDTO CITY MAIN ATPREDEVELOPMENT RATES4" INV OUT = 15.50'PROPOSED NDS MINI 3'CHANNEL GRATE2" INV OUT: 16.67GENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SEVENTHEDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATESTEDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWNON THIS DRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED ANDMARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANYFACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3. LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALLBUILDINGS. 6" OF BUILDING FOUNDATION REVEAL SHALL BEPROVIDED UNLESS OTHERWISE NOTED.4. FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWODIGITS BEFORE THE DECIMAL. ADD BASE ELEVATION OF 4800.00 FEETTO REACH ACTUAL ELEVATIONS ON PROJECT DATUM.5" NDS PRO SERIES PRESLOPEDTRENCH DRAIN OR APPROVEDEQUAL @ 1.0% SLOPE5" NDS PRO SERIES PRESLOPEDTRENCH DRAIN OR APPROVEDEQUAL @ 1.0% SLOPE36.7 LF OF 2" SCH40 @NDS 24" SQUARECATCH BASINGRATE = 16.20INV 6" = 14.7238.8 LF OF 6"STORM @ 2.0%59 LF OF 6"STORM @ 2.5%No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIERSEE SHEET C301 FORADDITIONAL ALLEYWAYINFORMATION1CMS