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HomeMy WebLinkAbout007 C401 ENLARGED GRADING -SWWWWWWWW6S 6S 6S 6S 6S6S6S6S6S6S6SBP BP BP BP BP BP BP BP BP GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS SDSDSDSDSDSD6S6S6SSD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SDSDSDSDSDSDSDSDSDSDSD6S6S6SBPBPBP6SBPBPWWW WWWWW6S 6S 6S 6S 6S6S6S6S6S6S6SBP BP BP BP BP BP BP BP BP GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS SDSDSDSDSDSD6S6S6SSD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SDSDSDSDSDSDSDSDSDSDSD6S6S6SBPBPBP6SBPBP N89°30'03"E 145.78'S0°00'00"W 228.59'S0°00'00"E 174.80'16.20' 4740 4744 4743 4742 4741 474147404741 47424741 47414742474 1 47 404740 4739 4743 FFE 4742.25 4744 4743.54741.54740 .54740.54740.5474 0 .0 40.93 40.82 40.93 41.21 41.49 41.66 41.70 41.58 41.93 42.26 41.82 40.21 41.43 41.4641.52 41.49 40.15 40.86 41.04 40.99 40.86 40.97 40.97 41.50 40.99 40.72 40.96 40.9340.05 40.58 -5.00%-0. 9 5 % 41.45 42.25 42.1042.23 42.20 42.05 41.15 43.61 43.06 43.61 43.06 42.11 41.88 41.44 41.11 -1.00%-1.99%-3.78%-1 . 8 5% -1. 5 2 %-1.78%-4.8 6 %-1.36% -1.23% -2.2 3 % -1.20 %-1.38%-1.20% -2.48 % -2.48 %-1.00%-1.00%-1.21 % -1.21 % -2.4 3 %-2.72%-2.2 3 %-1.34 % MEG 41.45 41.38 41.37 41.85 41.84 4741.04741.54741.04741.54741.04741.54740.04739.04743.547 4 3 . 0 42.25 42.14 -1.00% 4744.0 4744.5 4742.5 42.16 42.10 44.16 -7.92%-2.00%41.05 40.94 44.16 41.43 41.77 41.7641.34 42.00 42.12 40.58 40.69 40.64 40.93 42.25 42.25 41.40 41.33 40.88 40.77 40.99 40.81 41.29 42.16 41.24 42.16 -4.54%-1.75%41.81 41.72 -1.87% -1.85% 41.38 41.38 -4.28%-8.33%41.92 42.0941.43 -25.44%-1.85%-1.00%-0.98%-2.17% -2.48 % 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. 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 4700.00 FEET TO REACH ACTUAL ELEVATIONS ON PROJECT DATUM. T CATCH CURB SPILL CURB TRANSITION CURB (T) LEGEND FLOW LINE PROPOSED CONTOUR (WHOLE) >>>>>>>> XX PROPOSED STORM INLET LAYDOWN CURB MATCH EXISTING GRADEMEG GRADE BREAK VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\022 - NWX LOT 11 SITE PLAN\ACAD\SHEETS\C400 SITE 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/10/2024 NWX CHIPOTLE 1438 DAYSPRING AVENUE, BOZEMAN MT 59718BOZEMAN MONTANA ENLARGED GRADING PLAN 5659.022 7 C401 CGD CMS MEE 02/09/24 20 4010200 SCALE IN FEET CURB INLET 1 NEW 48 Ø COMBINATION STORM DRAIN MANHOLE TBC: 39.24 12" INV OUT (SE): 36.79 21 LF @ 1.00% 6" ROOF DRAIN DOWNSPOUT CONNECTION SEE DETAIL 2 ON SHEET C600 12" INV: 36.93 PROPOSED STAIRS, SEE DETAIL 5 ON SHEET C602. 3 STEPS WITH 6.6" RISE. 12" INV ELEV: 36.86 6" ROOF DRAIN DOWNSPOUT CONNECTION SEE DETAIL 2 ON SHEET C600 12" INV: 38.37