HomeMy WebLinkAbout011_C5.1_DrainagePlanNortheastFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVEDRAINAGE PLAN (NORTHWEST)SIMKINS-HALLIN TRACT 3-BNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC5.1 TP21363_01_DRAINAGE_PROD.DWGCS/KA01/31/24SITE PLAN SUBMITTAL06/14/24-----SITE PLAN SUBMITTAL-------21363.01 NORTH
0 20
SCALE: 1" = 20'
401020
INLET AND MANHOLE STRUCTURE SIZING SCHEDULE
STRUCTURE ID STRUCTURE TYPE DIAMETER (FT)
SDI A STORM DRAIN MANHOLE 4
SDI B STANDARD STORM DRAIN INLET, TYPE C GRATE 2X3
SDI C STANDARD STORM DRAIN INLET, TYPE C GRATE 2X3
SDI D STANDARD STORM DRAIN INLET, TYPE L GRATE 2X3
SDI E STORM DRAIN MANHOLE 4
SDI F 24-INCH STANDARD RISER INLET 2
SDI G STORM DRAIN MANHOLE 4
SDI H STORM DRAIN MANHOLE 4
SDMH 1 STORM DRAIN MANHOLE 4
SDMH 2 STORM DRAIN MANHOLE 4
SDMH 3 STORM DRAIN MANHOLE 4
SDMH 4 STORM DRAIN MANHOLE 4
SDMH 5 STORM DRAIN MANHOLE 4
NOTES:
1.CONTRACTOR SHALL OVER EXCAVATE CHAMBER SYSTEM BASINS DOWN TO EXISTING GRAVEL AND BACKFILL WITH GRAVEL AS
NECESSARY TO BOTTOM OF ROCK ELEVATION.
2.CONTRACTOR SHALL INCLUDE THE PROPOSED GRAVEL SPECIFICATIONS WITH THEIR CHAMBER SYSTEM SUBMITTAL FOR
ENGINEER REVIEW PRIOR TO ORDERING AND INSTALLING THE MATERIALS.P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\21363_01_DRAINAGE_PROD.dwg, C5.1, 6/13/2024 8:47:41 AM, cschreiner, 1:1