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HomeMy WebLinkAboutSite A _ C601 Grading Plan15SD SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWSS SS W W SS SS SS SS SS W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W WSS WWWWWWWWWWWWWWW W W W W W W W W W W W W W W W 12SD 12SD 12SD 12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD 12SD 12SD12SD12SD15SD15SD15SD 12SD12SD12SD12SD 12SD 15SD15SDWSWSWSWS-2.93%-3.08%-3.66%-2.08%-2.72%-3.64%-2.47%-2.09%-3.39%-3.85%-4.35% 43.20 43.04 43.04 43.18 42.93 42.7142.57 42.63 42.77 41.2941.52 42.12 45.20 45.86 45.97 45.7445.62 47.89 46.27 45.55 42.88 43.78 44.04 44.42 43.95 45.21 45.68 46.13 47.25 46.58 47.58 47.91 48.05 48.17 49.37 49.08 49.25 49.88 49.7550.07 49.99 49.35 49.37 49.53 46.35 46.08 46.01 46.0546.20 43.47 41.52 42.00 41.76 42.0842.24 42.0641.75 42.2042.11 41.88 43.23 42.88 42.88 43.20 43.20 43.13 43.13 43.13 43.21 43.41 44.76 45.09 44.92 46.35 46.53 46.99 47.32 46.74 45.34 45.43 45.19 43.05 45.33 45.42 45.42 45.33 47.78 47.44 47.92 48.33 45.37 45.08 45.63 46.87 46.43 46.52 47.25 46.99 47.04 47.24 46.1245.92 -3.66%-3.34%-3.49%- 1 .9 1%-3.13%-2.15%-1.00%-0.64% -0.47%-1.10%-2.87%-0.75%-2.47% -3.53 %-3.85%-1. 3 8 % - 1 .4 5%-3.14%-2. 6 3 % -3 .02%-4.15%-3.20%-7.47%-3.05%-3.86%-3.33%-4.27%20 4010200 SCALE IN FEET 57.5LF OF 12" PVC STORM PIPE @ 1% SLOPE CULVERT #1 65.3 LF 30" @ 1.5% SLOPE INV IN: 4841.14 INV OUT: 4840.16 GENERAL NOTES 1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER, CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS. 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. 2.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARE TOP BACK OF CURB (TBC) AND TOP OF SIDEWALK ELEVATIONS. SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAIN EDGE OF GUTTER (EG) ELEVATION AT THE ASPHALT/GUTTER LINE. 3.GRADE BREAK LINES (SEE LEGEND): USE STRAIGHT-LINE INTERPOLATION TO DETERMINE FINISHED GRADE ELEVATIONS BETWEEN INDICATED SPOT ELEVATIONS. T CATCH CURB SPILL CURB TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC EDGE OF GUTTER ELEVATIONEG LEGEND GRADE BREAK LINE (SEE NOTE 3) MATCH LINE C600 SDMH #8 RIM: 42.43 INV OUT (N): 36.71 27.5LF OF 12" PVC STORM PIPE @ 2.95% SLOPE PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE 53.3 LF OF 12" HDPE STORM PIPE @ 2.1% SLOPE 176.4 LF OF 12" PVC STORM PIPE @ 2.2% SLOPE FFE: 4847.25 62 LF OF 12" PVC STORM PIPE @ 1% SLOPE © 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2021 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\Site Plans\Building-A\Everhome\Sheets\3638.009 C600 Overall Grading Plan.dwg Plotted by cody bender on Aug/11/2021 engineerssurveyorsplannersscientistsengineerssurveyorsplannersscientists 3638.009 11 C601 BOZEMAN MONTANA CMS JAU JAU 08/2021 EVERHOME HOTEL GRADING PLAN SITE "A" BOZEMAN GATEWAY PUD 57.71 LF 24" CMP CULVERT EXTENSION @ 0.68% SLOPE INV IN: 4843.45 INV OUT: 4843.06 68.6" CMP CULVERT EXTENSION @ 0% SLOPE INV IN: 4842.93 INV OUT: 4842.93 CI #3 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 48.22 12" INV OUT (N) = 45.22 NOTES BY SYMBOL: 1 32.4LF OF 12" HDPE STORM PIPE @ 1% SLOPE .1 CI #4 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 48.20 12" INV IN (S) = 44.90 12" INV OUT (NW) = 44.90 2 .2 3. CI #5 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 46.23 12" INV IN (SE) = 43.78 12" INV OUT (W) = 43.78 3 4. SDMH #4 NEW 48"Ø STORM DRAIN MANHOLE IM = 47.04 12" INV IN (E) = 43.16 12" INV OUT (N) = 43.16 4 CI #6 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 43.26 12" INV IN (SE) = 39.28 12" INV IN (S) = 39.28 12" INV OUT (W) = 39.28 5 5. 32.3LF OF 12" PVC STORM PIPE STUB @ 1% SLOPE 6. CI #7 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 43.08 12" INV IN (E) = 39.00 12" INV IN (W) = 39.00 12" INV OUT (N) = 39.00 6 7. CI #8 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 43.03 12" INV OUT (E) = 39.57 7 54.7LF OF 12" PVC STORM PIPE @ 1% SLOPE 8. CI #9 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 42.06 12" INV IN (W) = 38.45 12" INV IN (S) = 38.45 15" INV OUT (E) = 38.45 8 CI #10 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 41.52 12" INV OUT (E) = 39.07 9 10. 9. 14.8LF OF 12" PVC STORM PIPE @ 1% SLOPE CI #11 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 4841.75 12" INV IN (W) = 38.92 12" INV OUT (E) = 38.92 10 47LF OF 12" PVC STORM PIPE @ 1% SLOPE 11. CI #12 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 41.29 15" INV IN (W) = 37.60 15" INV OUT (NW) = 37.60 11 73.5LF OF 15" PVC STORM PIPE @ 1.15% SLOPE 89.3LF OF 15" PVC STORM PIPE @ 1.15% SLOPE FUTURE SITE