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HomeMy WebLinkAbout007 - C400 Grading Plan>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SD SD D >>D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SD SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDD D D FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE W W W W W W W W W W W W W W BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT 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 BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSSSSSSSSSSSSS SS SS SS SS SS101.19'199.71'42.00'101.19'N90°00'00"E 486.42' 30.00' N90°00'00"W199.71' FIRE FIRE SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSD20.00 PUBLIC STORM EASEMENT 10.00 PUE 10.00 PUE 89.20 89.25 88.97 89.05 89.54 89.06 88.97 89.01 88.5588.47 88.3988.47 88.81 88.77 88.70 88.29 88.6288.84 88.92 89.13 89.45 89.5489.76 88.61 -0.74%-0.62%-0.84%-1.96%-1.97%-1.74% -2.39% -1.96% 89.88 89.88 89.92 89.80 89.80 89.98 89.98 89.94 90.02 90.05 90.10 90.10 -3.02%90.10 90.10 90.01 -3.15% 89.14 89.23 88.66 88.63 -4.80%-8.12%89.83 88.33 88.24 88.7988.86 88.85 89.81-1.66%0.00%STAIR BTM 88.90 -8.00%-1.75%-1.58%-1.92%-1.75% -1.75% -1.88% -1.96% -2.02 % -3.11 % MEG 90.09 MEG 90.15 MEG 90.15 88.4288.34 MEG 89.91 MEG 89.98 -1.32%-1.70%-1.53%-5.96%-0.97%88.01 MEG 88.28MEG 88.39 88.37 STAIR TOP 90.00 89.89 89.71 89.78 -3.70% -5.02% -8. 9 7 %-4.91%-4.98%-7.51% 4990.0 4990.0 49 8 9 . 0 4988.54989. 0 4988.5 4 9 8 9 . 5 49 8 9 . 0 4988.5 4988.0 4987.0 4988.0 4987.0 4988.0 4986.0 4986.0 4988.54990.04990.04989.5 NEW PVC PIPE AS NOTED ON PLANS NEW FOUR INCH (4") SCH. 40 PVC ROOF DRAIN LEADER @ 1/4" PER FOOT SLOPE (MIN) OR AS INDICATED PER PLAN NEW TEE-WYE FITTING (AS REQUIRED) FOR CONNECTION TO ROOF DRAIN LATERAL LINE NOTE: VERIFY PLAN BURY DEPTH IN THE FIELD, INSURING EIGHTEEN INCHES (18") OF MINIMUM COVER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\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 Jul/14/2023 SRX CLUB HOUSE BOZEMAN MONTANA GRADING PLAN 5659.019 6 C400 CMS CMS JAU 07/14/2023 10 205100 SCALE IN FEET 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. 4.SEE ARCHITECTURAL PLANS FOR FINISHED GRADE ELEVATIONS ADJACENT TO BUILDING T CATCH CURB SPILL CURB TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC EDGE OF GUTTER ELEVATIONEG LEGEND GRADE BREAK LINE (SEE NOTE 3) TOP OF WALL ELEVATIONTOW 1 EXISTING SRX ROAD DRAINAGE BASIN SURFACE RETENTION POND B-2 MAX WATER SURFACE ELEV = 4,987.5 POND BOTTOM ELEV = 4,986.00 SIDE SLOPES @ 4:1 POND BOTTOM AREA = 1,846 SF STORAGE VOLUME = 4,530 CF 1 STORM DRAIN INLET TBC = 4988.29 8" INV IN (W): 4986.41 8" INV IN (S): 4986.41 12" INV OUT (NE): 4986.41 FFE = 4990.10 POOL COPING = 4990.03 12" STORM OUTLET W/ FET INV OUT: 4986.00' 40.5 LF 12" STORM PIPE @ 1.0% SLOPE 76.5 LF 8" STORM PIPE @ 1.0% SLOPE 8" STORM INLET FOR FUTURE SWALE FLOW INV IN: 4987.18' 63.2 LF 8" STORM PIPE @ 1.0% SLOPE CONNECT DOWNSPOUT TO 4" STORM PIPE INV OUT: 87.97 CONNECT 4" STORM PIPE TO TRENCH DRAIN END CAP INV IN: 87.94 92 LF OF PRE SLOPED TRENCH DRAIN @ 0.75% SLOPE CONNECT TRENCH DRAIN END CAP 4" INV OUT: 87.25 CONNECT DOWNSPOUT TO 8" STORM PIPE INV OUT: 87.97 4"X8" WYE 8" INV: 87.04 45.6 LF 8" STORM PIPE @ 1.7% SLOPE CONNECT DOWNSPOUT TO 8" STORM PIPE INV OUT: 87.97 2 STAIRS AT 6.6" RISE 1 ROOF DRAIN DOWNSPOUT CONNECTION NOT TO SCALE No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER