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HomeMy WebLinkAbout013 - C203 - STORMWATER PLANstststststststststsssssssssssssssssssssssssssssssssssssssswmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmststststst ststststststssFM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMbp bp bp bp bp bp bpcommcommcomm commcommcommcommcommcommgasgasgasbpbpbpbpbpbpbpssssROYAL WOLF WYPRINCE LNwmwmwmwmsssswmUPFFFFFFWSWSWSWSGAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASSSSSSSCOMM COMM COMMCOMMBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBP BP BP BP BP BP BP VAN EVONLYEVONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYEVONLYEVONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYCOMPACTONLYEVONLYEVONLYEVONLYEVONLYFDCPOWERVAULT 4591458945884587458645854588459145904591459245934594 45924592459145904589 4588 4 5 8 9 45 9 0 45 9 1 4 5 9 2 4593 459445934588 4589 4590 45894590 4 5 9 3 4591 4592 4590459145924593459345934594459345924591459245914594458545864587458845884588 4587 4587 DDDSTSTST DST STDDSTST DDLATTICE MATERIALSBOZEMAN, MONTANA±64,400 SQFTFFE = 4595.00SUBSURFACE STORMWATER DETENTION SYSTEM - NORTH.SEE DETAILS 1/C405, 2/C405, 3/C405,4/C405, 1/C406, 3/C406SUBSURFACE STORMWATER DETENTION SYSTEM - EAST.SEE DETAILS 1/C405, 2/C405, 3/C405,4/C405, 1/C406, 2/C406STMH-02RIM:4593.78IE IN (S):4587.77 12"IE IN (W):4588.10 8"IE OUT (N):4587.77 12"STMH-04RIM:4593.05IE IN (N):4590.05 8"IE IN (W):4590.05 8"IE OUT (E):4589.72 12"STMH-03RIM:4592.65IE IN (W):4588.42 12"IE IN (E):4588.42 12"IE OUT (N):4588.42 12"STCI-02RIM:4592.25IE OUT (W):4588.83 12"STCB-02RIM:4592.21IE IN (W):4589.21 12"IE OUT (E):4589.21 12"ADS E-02RIM:4591.46IE IN (S):4585.00 12"ADS E-01RIM:4590.82IE IN (N):4585.00 12"STCI-01RIM:4590.71IE OUT (S):4585.25 12"ADS N-01RIM:4589.38IE IN (N):4584.69 12"STCB-01RIM:4588.64IE OUT (S):4585.64 12"41 LF of 12" @ 2.37%6 LF of 12" @ 4.84%132 LF of 12" @ 0.60%109 LF of 12" @ 0.60%21 LF of 12" @ 2.00%38 LF of 8" @ 5.26%147 LF of 12" @ 1.89%39 LF of 8" @ 9.02%53 LF of 8" @ 11.28%114 LF of 8" @ 0.60%85 LF of 12" @ 0.60%EXISTING RETENTION PONDPIPING PITFFE = 4586.00STMH-05RIM:4594.80IE IN (N):4590.73 8"IE OUT (E):4590.73 8"24 LF of 8" @ 5.39%STORMWATER 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.©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |URSUS_MAJOR BOZEMAN, MT LATTICE MATERIALS2026SITE PLAN03.06.2026URSUS_MAJ05.15.2026 CITY COMMENTS # 15/15/2026 9:11 AM | L:\URSUS_MAJ\BIMCAD\Civil\Sheets\URSUS_MAJ_C203.dwgC203STORMWATER PLANSCHLEGEL1C203STORMWATER PLAN0153060SCALE: 1" = 30'NORTH