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HomeMy WebLinkAbout006 C400 ENLARGED GRADING -NWWWWWWWW6S6S6S6S6S6S6SBP BP BP BP BP BP BP BP BP GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS SDSDSDSDSDSDSDSDSDSD6S6S6SSD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSD6S6S6SBPBPBP6SBPBPWWW WWWWW6S6S6S6S6S6S6SBP BP BP BP BP BP BP BP BP GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS SDSDSDSDSDSDSDSDSDSD6S6S6SSD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSD6S6S6SBPBPBP6SBPBP8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8WWS WS WS WS WS FIRE FIRE FIRE FIRE WSWSWSWSFIREFIREFIREFIRE6W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S S0°59'08"W 104.41'N89°57'07"W 149.49'S0°00'00"W 228.59'S89°57'07"E 12.00'S0°59'08"W 45.90'S SPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NGNGNGNGNGNGSSSS4 7 4 0 474 1 4740474047394739 4738 4739 4 7 3 8 4 7 3 9 4740 47394 7 3 8 474 0 .54740.54740.54740. 0 39.75 39.87 40.93 41.21 41.49 41.70 40.21 40.63 40.59 40.54 40.64 40.48 40.26 39.75 40.65 40.24 40.15 40.13 40.86 41.04 40.99 40.86 40.97 40.97 41.50 40.99 40.72 40.96 40.93 40.96 40.05 40.03 40.6340.65 40.56 40.58 39.98 39.96 40.10 40.06 -5.00%41.11 4739.5 4740. 0 4 7 3 9 . 5 MEG 39.92 MEG 39.96 -1.00%-0.15%-1.00%-1.99%-3.78%-1 . 8 5% -1. 5 2 %-1.78%-4.8 6 %-1.36%-1.13%-1.18%-1.40%-1 .15% -1 .34%-1.64%-1.51%-2 . 7 9% -1.23% -2. 2 3 %-2.35 % -2.4 8 % MEG MEG MEG 40.17 40.06MEG 4740.04739.0-1.32%-0.06%-0.58%0.02%-7.99%-7.55% 41.05 40.94 40.22 39.91 -0.99% 40.58-0.98%40.69 40.64 40.93 42.25 40.88 40.77 40.99 40.81 41.29 42.16 41.24 42.16 -4.54%-1.75%41.81 41.72 41.38 41.38 -4.28%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 SITE GRADING PLAN 5659.022 6 C400 CGD CMS CMS 02/09/24 10 205100 SCALE IN FEET 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 1 UNDERGROUND STORM WATER RETENTION SYSTEM 10 YEAR WATER SURFACE ELEV.= 4738.18 (TOP OF GRAVEL) BASE ELEVATION, CHAMBERS = 4736.35 (LEVEL) MAX SUB-GRADE ELEVATION = 4735.85* * EXCAVATE TO NATIVE GRAVEL LAYER TO ALLOW INFILTRATION 10-YEAR STORAGE VOL = 1844 CF NUMBER OF CHAMBERS = 55 NUMBER OF ROWS = 6 ADS STORMTECH SC-310 CHAMBERS, OR APPROVED EQUAL. INSTALL A CONTINUOUS PIECE OF FABRIC IN TWO LAYERS UNDER CHAMBERS ALONG ENTIRE LENGTH OF SYSTEM. SEE SHEET C604 FOR ADDITIONAL REQUIREMENTS. No. 49499 CELINE M PR O FESSIONAL EN G INEERM O NTANA LICENSED SAUCIER CURB INLET 1 NEW 48 Ø COMBINATION STORM DRAIN MANHOLE TBC: 39.24 12" INV OUT (SE): 36.79 56 LF OF 12" @ 0.25% CURB INLET 2 NEW 48 Ø COMBINATION STORM DRAIN MANHOLE TBC: 40.72 12" INV IN (NW): 36.65 15" INV OUT (E): 36.65 121 LF OF 12" @ 0.25% SDMH -1 NEW 48 Ø COMBINATION STORM DRAIN MANHOLE RIM: 40.21 15" INV IN (S): 36.35 1