Loading...
HomeMy WebLinkAbout028 - C-1205 - MISCELLANEOUS DETAILSEXISTING GROUND RETENTION WATER LEVEL FLOW DIRECTION WATER LEVEL NOTES: 1.LOCATE ONSITE RETENTION POND TO COLLECT SURFACE DRAINAGE. 2.DIRECT ROOF AND DRIVEWAY DRAINS TO RETENTION POND. 3.DIRECT RUNOFF TO RETENTION POND VIA VALLEY GUTTER AND LANDSCAPED SWALES. 4.RETENTION POND AND DRAINAGE SWALES SHALL BE MAINTAINED. THIS MAINTENANCE MAY INCLUDE MOVING GRASS AND VEGETATION, AND CLEARING MISC. DEBRIS. 5.POND CAPACITY SHALL INCLUDE INITIAL STORM WATER FACILITY VOLUME, AS REQUIRED PER MDEQ-8. 6.POND SHALL BE 2.5FT DEEP WITH 4:1 SIDE SLOPES AND MAX DESIGN WATER DEPTH OF 1.5 FT. 7.POND VOLUME = VARIES (SEE PLAN) INITIAL STORM WATER FACILITY WATER LEVEL POND OVERFLOW STRUCTURE POND OVERFLOW STRUCTURE POND OVERFLOW PIPE POND OVERFLOW PIPE FLOW DIRECTION 0.50' BASE SUMP DEPTH PER PLAN CONTRACTOR TO GROUT (TYP.) 0.50' TOP 4.83' DIA. BASE SLAB CL PLAN VIEW TOP VIEW 0.92' 6" MIN. RIM TO I.E. IN (PER PLAN) 4" FRAME AND COVER CAST INTO LID & CENTERED IN TOP OULET OPENINGØ PER PLAN 36"W x 4"T WINDOW W/ GRATE INV. IN (REFER TO PLAN) 36"W x 3"T WINDOW W/ GRATE 0.42' WALL RIM ELEV. (SEE PLAN) 4.00' OUTLET PER PLAN 2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\003 - TURNROW MASTER PLAN\ACAD\SHEETS\2-MASTER-SITE-PLAN\6916.003 - ROAD-SEWER-WATER-STORM-DETAILS.DWG PLOTTED BY:MAYA SIMMONS ONJul/29/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! TURNROW SUBDIVISION MASTER SITE PLAN BOZEMAN MONTANA MISCELLANEOUS DETAILS 6916.003 28 C-1205 RSP LRH MEE 07/24/2024 1 - SURFACE POND TYPICAL CROSS SECTION WITH EARTHEN WEIR OVERFLOW SCALE: NONE 2 - POND OVERFLOW STRUCTURE SCALE: NONE MASTER SITE PLAN JULY 2024 07/26/2024 2 - 2 -1.5' MAX.DITCH CUT BY BLADE OR DOZER 1 FT (MIN.)PROPERTY BOUNDARYOR FENCE1 FTBERM USING DITCH SPOILS 4 - EROSION & SEDIMENT CONTAMINENT DITCH/BERM SCALE: NONE 028