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HomeMy WebLinkAbout009 - C400 - GRADING PLAN (SHEET 1 OF 3)SD SD SDSDS XXXXXXXXXXXX X X XXXXXXXXXXX BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BT BT BT BT BT BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD■■■■■■ RD RD RD 22.40 MEG 21.95 22.48 22.58 22.36 25.01 24.93 25.21 25.2125.35 25.93 25.81 25.73 25.71 25.74 25.79 25.2125.07 24.51 24.72 24.59 24.78 25.02 24.83 24.88 25.10 25.15 25.72 25.10 25.02 25.07 25.43 25.80 25.83 25.83 25.75 25.67 25.60 25.55 25.95 24.09 23.86 22.78 MEG 22.07 -1.8% -3.4%-4.5%-2.9%-1.6%-2 . 0%-3.0%-4.8%-4.6%-2.6%-3. 7 % -1.6%482548224822MEG 21.82 MEG 21.86 26.0926.07 26.31 26.29 27.4927.46 26.07 26.07 26.00 26.0026.07 26.07 25.08 25.00 25.32 25.35 25.26 25.52 25.57 25.55 25.60 25.72 25.7425.72 25.69 25.8025.8626.00 26.02 25.82 26.01 26.01 25.7426.0226.0325.18 25.11 -1.5%-1.5%-1.8%-0.9%-4.5%-3.6% -6.0%-2.7% -1.4 % 23.98 23.37 23.67 23.90 23.75 23.97 24.2124.19 24.12 26.07 25.96 26.01 -4.3%-0.1%-0.7%-0.4%-3.8%-1.5%25.96 26.01 25.96 26.01 26.07 26.07 26.07 LP 25.34 LP 25.74 LP 25.69 LP 25.38 -1.5% -1.5% -1.5% -1.5% 25.64 -0.7% 4823 4822 48244827-4.7%0.2%-1.0%-0.5%-1.0%-1.1%-1.1%-0.7%-1.0%-1.3%-1.0%-1.2%-1.0%-1.2%26.51 TOP 26.01 BTM 27.05 TOP 26.55 BTM0.0%GW 21.41 GW 22.19 GW 19.09 22.34 22.60 -4.5%-1.3%-4.5%-1.5%-1.8% 21.15 -2.9%MEG 21.35 MEG 21.40 24.60 24.60 -1.5% -1.6% -2 . 8% -1. 7% MEG 27.39 MEG 27.54 MEG 27.50 MEG 27.66-1.1%27.05 TOP 26.56 BTM 26.51 TOP 26.01 BTM 26.54 TOP 26.04 BTM 25.88 25.88 24.61 24.61 24.82 24.97 BTM -1.2%-1.0%-1.2%-2.3%-1.2%-1.0% -1.1% -1.1% 25.82 25.87 1.4% -3 .0%22.65 22.45 -0.5%25.47 TOP 25.48 BTM 25.98 TOP24.82 24.76 BTM 25.26 TOP 25.27 BTM 25.77 TOP 25.09 BTM 25.11 TOP 25.26 BTM25.98 TOP -0.4%-0.5% 25.63 25.85 25.89 26.19 25.89 24.75 24.70 24.9024.46 25.07-1 . 5%-6.8% 25.44 25.49 26.07 26.07 26.07 25.8125.78 25.37 25.27 26.25 25.88 27.49 26.33 -1.5%-1.6%-1 . 5% -0.5% -0.5% -1.9% 26.07 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2026COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10549\002 - ALTA AND CONCEPT PLAN\ACAD\SHEETS\C400 GRADING PLAN.DWGREVISIONS 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 PLOTTED BY:CELINE SAUCIER ON Mar/13/2026 ROERS-BOZEMAN APARTMENTS BOZEMAN MONTANA GRADING PLAN (SHEET 1 OF 3) 10549.002 8 C400 RSN CMS MEE 1/6/2026 1 ADDENDUM 1 3/13/2026CMS CMS 20 4010200 SCALE IN FEET   GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATEST EDITION. 2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THIS DRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THE DIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK. 3.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, AND CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS: DETAIL # 02720-1A U.N.O. MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTED COVERS. ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR LARGER AND SDR 35. 4.ALL ROOF/PATIO DRAINS SHALL CONNECT TO STORM DRAIN PIPING ON SITE AT 1.00% MIN. SLOPE. MINIMUM PIPE SIZE IS 6 INCH (5 FEET BEYOND BUILDING/PATIO WALL). USE SCH. 40 WITHIN 5 FEET OF BUILDING/PATIO WALL AND SDR 35 BEYOND. INSTALL CLEANOUTS AT 100-FOOT MAX. SPACING. COORDINATE PIPE LENGTHS AND LOCATIONS WITH THE ARCHITECTURAL PLANS AS REQUIRED TO COLLECT ALL DOWNSPOUTS. CONNECT TO STORM DRAIN PIPE WITH WYE FITTING. 5.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC) ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE. CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OF GUTTER (EG) ELEVATIONS. TO OBTAIN EG ELEVATION FOR STANDARD CURB SECTION, SUBTRACT 0.6' (SPILL CURB) OR 0.38' (CATCH CURB) FROM TBC ELEVATIONS ON PLAN. 7. LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 6" OF BUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED. 8. FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORE THE DECIMAL. ADD BASE ELEVATION OF 4800.00 FEET TO REACH ACTUAL ELEVATIONS ON PROJECT DATUM. 9. DRY WELLS PER DETAIL 5, SHEET C702. T CATCH CURB SPILL CURB TRANSITION CURB (T) LEGEND FLOW LINE PROPOSED CONTOUR (WHOLE)XXXX LAYDOWN CURB MATCH EXISTING GRADEMEG GRADE BREAK Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. VALLEY COMMONS DRIVE BUILDING A FFE ELEV=4826.07 SDMH C-1 TBC = 4823.70 12" INV IN (SW) = 4820.27 12" INV OUT (E) = 4820.27 3X2 RECT. INLET-1 TBC = 4824.12 12" INV IN (W) = 4819.82 8" INV IN (S) = 4820.15 15" INV OUT (N) = 4819.57 SDMH C-2 GRATE = 4824.12 8" INV IN (W) = 4821.01 12" INV OUT (NE) = 4820.67 PROPERTY BOUNDARY PROPERTY BOUNDARY 24 LF @ 0.30% OF 15" SDR-35 PVC PIPE 89.6 LF @ 0.50% OF 12" SDR-35 PVC PIPE 80.8 LF @ 0.50% OF 12" SDR-35 PVC PIPE 258 LF @ 0.90% OF 8" SDR-35 PVC PIPE 8" INV= 23.33 MATCH LINE C4012 12" INV= 4921.15 12" INV= 4922.38 246.3 LF @ 0.50% OF 12" SDR-35 PVC PIPE 460.7 LF @ 0.50% OF 12" SDR-35 PVC PIPE 35 LF @ 2.0% OF 8" SDR-35 PVC PIPE 8"X6" WYE 8" INV = 20.85 6" INV = 20.93 6" INV= 22.73 8"X6" REDUCER 164.8 LF @ 2.0% OF 6" SDR-35 PVC PIPE 89.8 LF @ 2.0% OF 6" SDR-35 PVC PIPE 6" INV= 24.23 No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER CURB CHASE PER DETAIL 5 ON SHEET C700 DRY WELL DW-1 8" INV IN(SW)=4821.07 8" INV OUT(N)= 4822.16 DRY WELL DW-2 8" INV IN (S)=4821.07 6" INV OUT (N)= 4824.23 EXISTING SDI-17A-TYPE 2 RIM = 4821.93 CORE 15" INV IN (S) = 4819.75 EX. 15" INV OUT (E) = 4819.50 >>>>>>>>>>>>>>>>>>>>>>KEY NOTES RETENTION POND P-1 VOLUME = 4,855 CF POND BOTTOM = 4925.30 POND TOP = 4926.80 RETENTION POND P-2 VOLUME = 1,584 CF POND BOTTOM = 4921.15 POND TOP = 4922.65 INSTALL 8" NYOPLAST INLINE DRAIN W/ STANDARD GRATE 2 1 3 3 333