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Home My WebLink About009 - C210 - STORMWATER PLANSSBPBP BPWSWSWSWSWSWSWSWS WS WS WS W SFFFFFFFFFF F F F F GA S GAS GAS GAS GAS GASGASHYDFBPPROPOSED BUILDING15,057 SF4921.00 FFEDSTSTDCOSTC O STST37 LF of 12" @ 3.04%36 LF of 12" @ 3.04%33 LF o f 6" @ 1 .29%STCB-0148"∅RIM:4919.10IE OUT (N):4915.70 12"ADS-0148"∅RIM:4919.67IE IN (S):4913.50 12"IE IN (N):4912.70 12"STMH-0148"∅RIM:4921.49IE IN (S):4917.00 24"IE OUT (N):4916.93 24"ADS SUBSURFACESTORM CHAMBERS5 LF of 3" @ 3.00%EXISTING STORM PONDss 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 503CKagy BoulevardWidth VariesSouth 19th Avenue Width Varies S 88°36'18" E 191.26' (R1)S 89°52'03" E 191.26' (M)S 28°49'39" E9.81' (C)S 27°33'54" E9.81' (R1)S 00°20'06" W 245.17' (M) S 01°33'21" W 245.27' (R1)S 89°44'45" W 126.63' (M)N 88°56'52" W 126.64' (R1)N 01°03'08" E 44.41' (R1) N 00°12'23" W 44.48' (M)S 89°44'40" W 81.63' (M)N 88°56'52" W 81.67' (R1)S 00°12'31" E20.80' (M)S 01°03'08" W20.83' (R1)S 89°45'28" W 33.87' (C)N 88°56'53" W 34.00' (R1)N 01°03'08" E 179.47' (R1)N 00°12'37" W 179.44' (C)S 88°56'52" E 48.50' (R1)N 89°47'23" E 48.50' (C)N 01°03'08" W 51.97' (R1)N 00°12'37" W 51.97' (C)Lot 2A-1Minor Subdivision 503CArea = 1.262 acres10' 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. 2841657Middle Creek Ditch 6" STORM CONNECTION AT BUILDING. SEEPLUMBING FOR CONTINUATION. IE: 4918.00'3" STORM CONNECTION ATBUILDING. SEE PLUMBINGFOR CONTINUATION. IE:4918.00'3" STORM CONNECTION ATBUILDING. SEE PLUMBINGFOR CONTINUATION. IE:4918.00'STORM DRAIN CLEANOUT,SEE DETAIL 1/C403.3" X 6" WYE WITH STORMDRAIN CLEANOUT,SEE DETAIL 1/C403.96 LF of 6" @ 1.00%©| 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 12:52 PM | L:\WFCU_BOZ\BIMCAD\Civil\Sheets\WFCU_BOZ_C210.dwgC210STORMWATER PLANMIRANDAMIRANDASCHLEGEL-1C210STORMWATER PLAN0102040SCALE: 1" = 20'NORTHSTORMWATER 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. ALL STORMWATER PIPING SHALL BE ADS N-12 ORAPPROVED EQUAL.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.7.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.8.STORM SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT CITYSTANDARDS.24" RCP CULVERT EXTENSION.CONTRACTOR TO MATCH CLASSAND MATERIAL OF EXISTINGCULVERT.24" CONCRETE FLARED-ENDSECTION.