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HomeMy WebLinkAbout008 C400 Grading PlanSDSDSDDFEESTVTVP PTTVWBTVBTVBTVBTVBTVBTVBTVBTVBTVBFBFBFBFBFBFBFBFNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBP BP BTBTBTBTBTBTBTBTBTBTBTBTBTBT V BTV BT V BT V WWWWWWWWWWWWWWWSSSSS S SD SD PFFE 4857.50 4861.0048604859.004858.004857.004856.0048554854. 0 0 4853. 0 0 4852.0048 62 . 00 4861.004858.004857.004856.00 4856.0048 5 6 . 0 0 4856.004855 48554854.004853.004852.004851.004852.004861.0048604862.00 4856.00 4855 4854.00 53.34 52.73 52.61 52.23 52.11 51.80 53.73 51.76 58.00 59.00 61.00 60.57 61.29 60.46 58.95 57.82 57.32 55.35 54.524857.5048584858.5048594 8 5 8 . 5 0 4857.504856.5 0 4856.50 4856 4855.50 485 6 . 5 0 4857 4856.50 4856 4855.50 48524855 4854.504855.50485548544853.504851.504 8 5 3 4853 48 5 3 4854.5048534854.50>>>> 0+00 1+00 2+00 2+15 SDI 2 NEW 3' x 2' STORM DRAIN INLET STA 1+23.67, 0.00 TBC = 4854.99 12" INV OUT (SW) = 4850.79 12" INV OUT (NE) = 4850.79 DEPTH = 5.74' (SUMP = 2.00') SDMH 2 NEW 48" Ø MANHOLE STA 1+92.84, 0.00 RIM = 4852.81 12" INV IN (E) = 4848.70 24" INV OUT (W) = 4848.86 12" INV OUT (S) = 4849.87 DEPTH = 4.11' (SUMP = 0.00') SDMH 1 NEW 48" Ø MANHOLE W/ GRATED INLET COVER STA 1+78.82, 0.00 RIM = 4852.26 12" INV IN (SW) = 4848.76 12" INV OUT (W) = 4848.76 DEPTH = 5.50' (SUMP = 2.00') 87.1 LF 12" Ø SD @ -3.39% 51.3 LF 12" Ø SD @ 3.68% 10.0 LF 12" Ø SD @ 0.40% 17.0 LF 12" Ø SD @ -0.40% 3.1 LF 24" Ø SD @ 0.00% 12.3 LF 12" Ø SD @ 0.00% -2.50% 58.03 57.52 57.46 57.43 57.55 57.89 57.87 57.55 57.46 57.49 57.50 57.58 57.23 56.72 56.71 57.22 57.41 57.50 57.30 57.21 57.4757.5057.51 56.80 56.43 57.50 57.63 58.41 55.03 57.46 57.08 56.46 56.62 56.74 57.21 56.26 56.12 55.80 57.58 56.10 54.74 53.57 53.52 53.40 53.31 53.47 54.45 54.1854.52 55.27 54.3554.69 54.30 53.96 54.99 55.59 55.16 55.29 54.96 54.66 53.81 53.26 53.3053.56 53.73 52.1752.32 52.54 52.94 53.26 52.0552.68 52.81 58.45 58.70 58.70 55.91 53.46 53.97 53.81 -0 . 8 0%-2.36%-3.60%-6.55% -5.8 3 % -4.61% -4. 1 9 % -3.7 7 % -4.93 % 57.50 -0.84%-0.25%-1.49%-0.32%-4.66%-0.41%-1.91%-0.95%-1.97%-1.69%-1.50%-1.57%-1.80%-1.81%-1.01% - 0 . 9 7% -16.05% -16.37 % 61.80 61.75 -16.3 7 % -34.56%-2.72%-1.12%-7.37% 54.32 60089 4853.945 TF.A B 60090 4853.385 TF.A 60091 4853.156 TF.A 60092 4853.783 TF.A + 57.85 55.11 55.52 54.88 54.80 54.83 54.2454.74 54.67 54.76 56.76 52.97 54.17 53.83 53.75 54.06 54.17 55.4455.52 55.44 55.21 55.2955.51 59.22 59.30 59.22 59.15 59.57 60.42 60.50 57.91 57.98 57.41 57.33 57.41 57.48 55.13 54.98 55.08 55.03 54.99 52.83 52.52 52.52 52.84 56.66 56.86 56.93 57.37 57.77 57.38 52.10 52.05 52.04 51.79 51.24 51.11 51.07 51.45 51.09 51.78 54.16 57.4756.7556.7556.75 57.29 54.53 52.62 53.22 -1.64%-1.97 % >>>>>>>>>>>>>> 58.20 57.28 57.55 57.47 57.51 -1.84%-1.47%4853.3057.50 57.50 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2025COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10554\001 - 3100 W HUFFINE\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 Oct/06/2025 VELOCITY CAR WASH BOZEMAN MONTANA GRADING PLAN 10554.001 7 C400 CMS CMS MEE 1 CONR SUBMITTAL 06/28/24JAZ JAZ 15 307.515 0 SCALE IN FEET   1 PROPOSED CAR WASH 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. 5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER. 6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER. 9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 10.CONCRETE SHALL BE CLASS M-4000. 11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). GENERAL NOTES: LEGEND PROPOSED CONCRETE SPILL CURB 1/C700 LAYDOWN CURB AREA TO BE PAVED CATCH CURB 1/C700 T TRANSITION CURB PROPOSED TRENCH DRAIN (TYP.) UNDERGROUND STORM WATER RETENTION SYSTEM BOTTOM OF STONE ELEV. = 4848.17 BOTTOM OF CHAMBER ELEV. = 4848.67 (LEVEL) TOP OF CHAMBER ELEV. = 4851.42 TOP OF STONE ELEV. = 4851.92 *EXCAVATE TO NATIVE GRAVEL LAYER TO ALLOW INFILTRATION EST. HIGH GROUNDWATER = ±4846.14 REQ'D 10-YEAR STORAGE VOL = 1,960 CF TOTAL STORAGE VOLUME = 2,132 CF CHAMBERS = 22 END CAPS = 8 ADS STORMTECH SC-800 CHAMBERS, OR APPROVED EQUAL. SEE SHEET C601. 1 >>SWALE 11.04' PROPOSED GRADING EXTENTS PROPOSED 6-INCH STORM DRAIN CLEANOUT CONNECT 12-INCH PIPE TO TRENCH DRAIN CONTRACTOR TO INSTALL 12" PVC TEE ON OUTLET PIPE WITH CAP & VENT HOLE (SEE DETAIL 3 ON SHEET C600) CONTRACTOR TO INSTALL 12" PVC TEE ON OUTLET PIPE WITH CAP & VENT HOLE (SEE DETAIL 3 ON SHEET C600)