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HomeMy WebLinkAboutSite A_C601 Grading Plan 2022-02-07SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWSS 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 WSSWWWWWWWWWWWWWWWWWWWWWWWW W W W W W SSS83°52'34"W 200.48'S0°18'43"E 196.42'S89°41'43"W 27.21' N0°00'00"E 26.91' N90°00'00"E 25.13' N76°44'45"E 7 0 . 6 0 ' S75°49'16"E 22.12' S52°55'58"W 14.64' S68°31'4 9 " W 5 7 . 9 3' N90°00'00"W 28.49' R=569.01' L=49.86' Δ=5°01'15" 49.42 49.4749.30 49.75 48.58 48.4948.25 48.34 50.00 49.34 49.36 49.43 46.25 45.94 45.77 45.85 46.16 43.43 43.16 43.03 43.17 42.67 42.42 42.22 42.36 43.57 45.07 45.90 45.65 45.23 45.14 45.18 45.32 45.78 46.09 46.29 46.08 47.89 46.73 46.27 45.55 44.02 43.26 42.78 43.56 43.90 44.07 44.14 44.10 45.21 45.64 45.68 46.13 47.58 47.80 48.07 47.93 47.93 48.06 48.34 49.25 48.87 49.17 49.74 49.17 49.20 48.8648.89 44.80 47.70 47.63 44.86 45.86 46.14 47.03 47.22 46.75 46.54 46.34 44.91 45.06 44.9144.77 43.00 42.41 42.97 43.11 42.62 42.71 42.35 42.35 42.71 45.34 45.18 45.32 45.49 46.99 47.37 47.44 45.16 45.33 45.33 45.16 47.82 47.82 48.33 48.62 41.76 41.92 41.65 41.60 41.99 42.02 42.02 42.34 42.03 41.69 41.69 41.80 41.89 -4. 0 4 % -3.60% -1 .90%-2.02%-3 .24%-2.86%-1.71%-1.98%-3.76%-2.59%-3.67%-3.94%-3.56%-3.36%-2.82%-3.10%-3.67% -2.8 3 % -2.8 6 %-0.57%-0.69%-0.51%-0.94%-1.54%-0.71% 47.05 46.73 45.71 45.44 45.12 -0.97% 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 27.5LF OF 12" PVC STORM PIPE @ 1% SLOPE PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE 30.2 LF OF 15" HDPE STORM PIPE @ 1% SLOPE FFE: 4846.77 © 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.,2022 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 celine saucier on Feb/8/2022 engineerssurveyorsplannersscientistsengineerssurveyorsplannersscientists 3638.009 8 C601 BOZEMAN MONTANA CMS JAU JAU 2/2022 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 #4 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 48.22 12" INV OUT (N) = 45.62 NOTES BY SYMBOL: 1 32.4LF OF 15" HDPE STORM PIPE @ 1% SLOPE .1 CI #5 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 48.20 12" INV IN (S) = 45.30 12" INV OUT (NE) = 45.30 2 .2 CI #6 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 42.87 12" INV IN (W) = 38.17 12" INV IN (N) = 38.17 12" INV IN (E) = 38.17 12" INV OUT (SE) = 38.17 3 .3 40LF OF 12" PVC STORM PIPE STUB @ 1% SLOPE 4. CI #7 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 43.00 12" INV IN (W) = 38.44 12" INV OUT (E) = 38.44 4 5. CI #8 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 42.61 12" INV IN (N) = 39.02 12" INV OUT (E) = 39.02 5 36.5LF OF 12" PVC STORM PIPE @ 1% SLOPE 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 6 CI #10 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 41.54 12" INV OUT (S) = 39.39 7 7. CI #11 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 41.65 12" INV OUT (E) = 38.54 8 9. CI #12 NEW 48"Ø COMBINATION STORM DRAIN MANHOLE AND INLET TBC = 41.50 15" INV IN (SW) = 37.31 15" INV OUT (NW) = 37.31 9 64LF OF 15" PVC STORM PIPE @ 1.15% SLOPE FUTURE SITE 72.7LF OF 15" PVC STORM PIPE @ 1.15% SLOPE 8. 36.5LF OF 12" PVC STORM PIPE @ 1% SLOPE