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HomeMy WebLinkAbout3638009-C400-Site Grading and Drainage-Plan 2020-02-26SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS D SDSDSDSDSDSD 40.70 40.70 40.55 40.70 40.55 40.70 40.53 40.27 44.50 43.01 43.85 41.96 44.60 44.64 43.16 44.12 43.51 44.45 45.04 42.90 43.88 45.07± 44.97 45.03 44.79 45.09 44.83 44.74 45.22± 45.50 45.72 45.75 45.62 45.60 45.54 45.45 45.7145.40 44.77 44.81 44.8044.80 44.7844.71 44.68 44.60 44.79 44.74 44.70 44.84 45.6445.52 45.29 TBC=44.97 TBC=45.03 44.83 44.80 TBC=45.29 TBC=45.17 43.17 43.20 EX 43.78 40.70 FL=40.68 L.P. 40.20 42.57 42.81 44.48 4445401.20%TOP: 40.50 BOTTOM: 39.00 484 1 4 8 4 0 4842 4840 4841 4841 4842 484248434844 484548 4 5 44.58 TBC=45.32EG=44.8246.11 45.77 45.63 45.29±45.01±39.44-0.50%44.75 -1.36%-0.85%-0.50%-1.50% -1.61% -1.06%-4.51%45.76 TBC 44.61 EG 44.50 -1.72%-5.73%-7.33% 44.58 44.32 44.58 40.70 44.60 40.95 44.53 44.44 42.55 44.5544.55 42.90 40.95 40.88 41.29 H.P. 41.50 FL=40.69FL=40.60 42.87 - 4 . 6 0% 42.39 -1.82% FL=40.06 -3 .82%-1.07 % -0.45%-0.92%40.23 40.53 -0.82%-1 .19% 41.11 41.32 -1 . 8 0% 40.77 40.70 -0 .50%-5.00 % EX 44.53EX 44.38EX 44.05 44.13 44.84 TBC 44.79 EG 44.45 TBC 44.65 EG 44.54 44.84 44.82 44.73 44.77 44.88 45.12 45.06 45.00 -2.82% 45.05 44.99 46.0445.57 1.46%0.64% 6.19%-0.78%-1.59% 44.84 -5.96%-7.78% -0.50%-1.00%44.71 -2.61%-1.75%-3.17% -5.00% 43.08 44.48 40.60 44.59 44.72 44.84 44.84 44.74 46© 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.,2020 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-M-Aviator\Sheets\3638009-C400-Site Grading and Drainage-Plan.dwg Plotted by celine saucier on Feb/26/2020 engineerssurveyorsplannersscientists 3638.009 C400 BOZEMAN MONTANA JAU KDJ JAU 12/2019 870 HARMON STREAM BLVD. SITE GRADING AND DRAINAGE PLAN SITE M - AVIATOR BUILDING BOZEMAN GATEWAY PUD 11x17 HORIZONTAL SCALE: 1" = 20' GRAPHIC SCALE 0 (IN FEET) 5 10510 1 INCH = 10 FT SITE PLAN RESUBMITTAL - 2.26.2020T CATCH CURB SPILL CURB TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC EDGE OF GUTTER ELEVATIONEG LEGEND RETAINING WALL RIDGE LINE FLOW LINE PROPOSED CONTOUR (WHOLE) PROPOSED CONTOUR (HALF) XX XX.5 GRIND EXISTING CURB TO FLUSH CURB WITH TBC ELEVATIONS AS SHOWN GRIND EXISTING CURB TO FLUSH CURB WITH TBC ELEVATIONS AS SHOWN GRIND EXISTING CURB TO FLUSH CURB WITH TBC ELEVATIONS AS SHOWN WEST END OF STEP (514" RISER): TOP OF RISER = 45.31 BOTTOM OF RISER = 44.87 EAST END OF STEP (51 4" RISER): TOP OF RISER = 45.21 BOTTOM OF RISER = 44.77 CONNECT TO EXISTING 12" PVC STORM DRAIN 12" INV. = 40.60 STEPS: 3 - 6" RISERS WITH 2 - 12" TREADS AT 1.00% STEPS (TYP. BOTH SIDES): 8 - 5 3 4" RISERS, WITH 7 - 12" TREADS @ 1.50% TOP OF SLAB =43.10 1.5' RISER / DROP TO FIRE PIT AREA (SLOPE FIRE PIT @ 2.00% TO CENTER) MATCH EXISTING HIGH POINT AT SAWCUT LINE BUILDING F.F. = 4844.94 EXISTING CATCH CURB 12/10/2019 GRADING LIMITS GRADING LIMITS OPEN SPACE 6 SAWCUT LINE EXISTING SPILL CURB CO CONNECT TO EXISTING 6" PVC STORM DRAIN 6" INV. = 37.24