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HomeMy WebLinkAbout010 - C401 - GRADING PLAN (2 OF 3)SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX BT BT BT BT BT BT BT BT BT BT BT BT 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 BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV ■■■■■■■■■■■■SDSDSDSDSD■■■■■■■■■■■■■■SDSDSDSDSDSDSDSDSDSDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD 25.83 25.75 25.67 25.60 25.35 25.3125.4025.55 25.95 25.40 25.15 25.77 25.76 25.64 25.76 25.90 24.9924.81 24.67 24.67 24.95 25.04 25.20 MEG 24.18MEG 24.14 24.03 24.2424.01 23.71 24.85 24.94 24.85 24.90 25.01 24.98 25.11 24.8024.95 24.78 24.66 24.58 24.84 24.70 24.47 24.23 24.07 24.2224.4424.66 -2.4% -2.0%-2.6%- 1 . 6% -3.7 % -1.2%-1.6% -1.7% -1.7%-2.9%-1. 5% -1. 0 % -1.0% -1.0%-2.3%-3.4%-4 .2% -4 . 4% MEG 27.66MEG 27.66 MEG 27.76MEG 27.75 MEG 27.83MEG 27.83 MEG 28.23MEG 28.10 28.8928.80 26.74 26.78 -2.3%-1.3%26.07 26.07 26.0726.0726.07 25.79 25.70 25.87 25.88 27.02 27.88 27.79 27.88 27.46 27.2126.89 27.42 27.71 27.57 27.8027.56 28.60 29.0428.95 28.86 29.08 29.59 29.3329.14 29.06 29.15 29.33 29.3328.93 28.65 28.93 29.33 28.29 28.34 28.24 23.77 24.07 24.44 24.77 27.25 25.61 27.33 27.51 27.63 27.63 27.82 27.00 29.59 24.56 24.7324.73 28.00 28.36 28.26 28.26 28.60 28.96 29.10 29.20 29.15 29.03 29.04 29.13 29.26 28.75 29.59 28.95 28.63 28.53 27.50 27.62 27.71 29.48 29.5925.77 25.60 25.21 25.8425.82 26.01 26.01 25.7426.02 25.94 26.01 26.01 26.01 25.30 26.21 26.28 26.1726.10 27.09 27.05 29.49 29.3929.35 28.41 28.76 28.71 28.6428.69 28.42 28.37 28.49 28.44 29.1829.40 29.1829.40 29.45 29.59 29.43 -1.7% -1.8%-0.9%-1.7% -1.1% -2.9% -2.5% -2 . 4% -2.9% -2.0%-1.8%-1.7%-1.5%-0.5%-0.5%-0 . 9%-1.8%0.0%-0.5%-1.5%-1.1%-0.5%-0.8% -6.6% -6.0% -5.3% -5.0% -0.7%-4.1%-0.5% 27.00 TOP 26.50 BTM 29.15 29.04 27.66 27.70 26.48 TOP25.97 BTM 24.12 LP 25.81 LP 25.80 LP 25.70 LP 25.85 LP 25.68 LP 25.74 26.0125.96 BTM 26.00 26.47 TOP 25.97 BTM 26.01 26.07 25.16 LP 25.38 27.54 TOP27.04 BTM 27.05 TOP 26.55 BTM 27.55 TOP27.07 BTM 27.02 TOP 26.54 BTM 27.56 TOP 27.08 BTM 4827 29.59 -1.8%-1.9%0.0%-0.7%-1.2%-1.5%-1.6%-1.1%-0.7%-0.8%-3.0%-0.7%-0.5%-0.2%-1.7%-0.7%-2.0%-0.3%-1.0%-0.3%-1.0% -0.6% -2.9% 0.0%-1.0%-1.0%-1.1%-1.0%-1.3%-6.0%-1.5%-0.6%GW 22.19 GW 23.32 -1.1% -1.2%-1.0% -1.2%-1.0% -0.5%-0.5%26.46 TOP 29.23 29.53 29.53 -7.5%-1 .6% 28.92 28.39 MEG 28.66 MEG 28.81 -2.0% 26.52 29.42 -1.2%-0.9%-1.0%26.43 26.45 26.00 BTM 26.50 TOP 26.54 BTM 27.04 TOP 26.00 BTM 26.50 TOP 26.07 26.07 -0.8% -1.2%0.2%26.07-0.6%26.85 26.81 LP 25.63-5.6%-3.5%-1.2%-1.7%27.58 29.40 29.18 28.43 28.56 29.42 29.45 29.59 29.88 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 (2 OF 3) 10549.002 9 C401 RSN CMS MEE 1/6/2026 1 ADDENDUM 1 3/13/2026CMS CMS   T CATCH CURB SPILL CURB TRANSITION CURB (T) LEGEND FLOW LINE PROPOSED CONTOUR (WHOLE) >>>> XXXX PROPOSED STORM INLET LAYDOWN CURB MATCH EXISTING GRADEMEG GRADE BREAK VALLEY COMMONS DRIVE BUILDING A FFE ELEV=4826.07 CURB CHASE 3X2 RECT. INLET-2 TBC = 4823.04 12" INV IN (S) = 4820.09 15" INV OUT (E) = 4819.84 SDMH C-3 TBC = 4825.16 8" INV IN (S) = 4819.03 15" INV IN (W) =4818.46 15" INV OUT (NW) = 4818.46 3X2 RECT. INLET-3 TBC = 4826.89 8" INV OUT (N) = 4823.77 BUILDING B FFE ELEV=4829.59 12"X6" WYE 8" INV = 4821.44 6"INV = 4821.52 8" INV = 23.38 93.1 LF @ 0.70% SLOPE OF 12" SDR-35 PVC 246.6 LF @ 1.0% SLOPE OF 8" SDR-35 PVC 105.1 LF @ 2.0% SLOPE OF 6" SDR-35 PVC 6" INV = 4823.09 EX SD1-16A RIM = 4823.44 EX. 15" INV (E/W/N) = 4818.20 CORE 15" INV IN(S) = 4818.20 146.4 LF @ 0.94% SLOPE OF 15" SDR-35 PVC MATCH LINE C400MATCH LINE C40220 4010200 SCALE IN FEET 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.460.7 LF @ 0.50% OF 12" SDR-35 PVC PIPE 12" INV= 4924.69 >>>>>>>>>>>>>>>>>>>>>>>>>>>78.0 LF @ 6.1% SLOPE OF 8" SDR-35 PVC 26.4 LF @ 1.0% SLOPE OF 15" SDR-35 PVC 12"X6" WYE 12" INV = 4820.74 6" INV = 4820.99 >>>CURB CHASE STILL NEED DOUBLE GUTTER DETAIL 12"X8" REDUCER 8" INV = 4820.91 8"X8" WYE INV = 4827.23 8" INV = 4827.77 49.4LF @ 1.1% SLOPE OF 8" SDR-35 PVC No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER CURB CHASE W/ SDWK GRATE 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 1DRY WELL DW-3 8" INV IN (S)=4824.59 8" INV OUT (N)= 4827.56 3 3 3 3 3 3 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. 6" INV =26.69