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HomeMy WebLinkAbout019 - C-304 - CE GRADING PLAN (4 OF 8)10S 10 S 10 S 10 S 10 S 1 0 S 10 S S S S S S 10SS 12S 12S 12S 12S 12S 18S 18S 18S 18S 18S 18SSS FM FM FM FM FM FM FM FM FM FMFMFMFM FM FM8S 8 S 8 S 8S 8SSSSS S S S S S S S S SSSSSSSS8W 12 W DYH DYHB 12 W 12 W 12 W 12 W 12 W 12W 12W 12W WS WS FIR E 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8 W 8 W 8W8W8W8W8W 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8WDYH VERT 22.5 VERT 22.5 VERT 22.5 VERT 22.5 WS WS FIRE VERT 11.25 VERT 11.2515SD15S D 15SD 15SD D D D 12SD 15S D 12S D D >>>>>>> > > >>>>>>>>>>>>>>>>>15SD15SD15SD15SD>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >24SD24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD D 15 S D D D D D D DDDDDDDDDD D D D-1.68%-1.89%46 2 5 462 3 46 2 4 4 627 4 6 2 3 INLET 1.19 COMBO NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4619.10 12" INV IN (NE) = 4616.56 12" INV OUT (SW) = 4616.56 NEW 12" CLASS IV RCP 41.45 LF @ 0.50% INCLUDE RCP FET & TRASH RACK INV OUT = 4616.35 FUTURE PHASE G U N S M O K E A V E E A S T V A L L E Y C E N T E R R O A D - H I G H W A Y S T P S 2 3 5 DAVIS LNQUICKSILVER RDR207.00'R243.00' R48.00' R150.00' R150.00' R40.00' R367.50' R332.50' R15.00' R15.00' R15.00' R15.00' R100.00' R25.00' TV S OHPTP TPOHPOHPOHPOHP S S S STV T T BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF B F BF BF B F BF BFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFB F B F BFBFBFBF BF BFBT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V BT V B TV BTV B TV BTVBTVBTVBTVXXX XXX X X X X X X X X O H P OHPOHPOHPT X X X X X X T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OH P OH P O H P OH P OH P OH P O H P OH P OH P OH P OH P O H P OH P OH P O H P T B T BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBT 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 WW S S S XXXBTBTBT BTW WWXXBT BT BTBT BTBT BTBT BTCO F R25.00' NEW 24" CLASS IV RCP PIPE 127.64 LF @ 0.30% INCLUDE RCP FET & TRASH RACK NEW 60" CLASS IV RCP63.79 LF @ 0.90% INCLUDE FETS & TRASH RACKS EACH END INV IN = 4608.32, INV OUT = 4607.75 NEW 60" CLASS IV RCP 79.99 LF @ 0.90% INCLUDE FETS & TRASH RACKS EACH END INV IN = 4611.10, INV OUT = 4610.38 NEW 60" CLASS IV RCP 80.00 LF @ 1.50%INCLUDE FETS & TRASH RACKS EACH END INV IN = 4615.01, INV OUT = 4613.81 NEW 30" Concrete Pipe 94.00 LF @ 1.52%INCLUDE FETS & TRASH RACKS EACH END INV IN = 4619.02, INV OUT = 4617.59 S5 3 ° 3 2 ' 2 7 " E 1 3 5 0 . 1 1 ' S0°36'43"W 195.38' R=523.09' L=160.42' Δ=17°34'16"CB=S9°16'00"E CH=159.79' S33°51'43"E 120.68' INLET 2.1 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4615.13 12" INV OUT (NW) = 4609.82 COMBO INLET 2.2 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4615.1312" INV IN (SE) = 4609.66 15" INV OUT (NW) = 4609.46 SDMH-ST1 NEW 48" Ø MANHOLE RIM = 4610.22 15" INV IN (SE) = 4608.44 24" INV OUT (SW) = 4607.69 INLET 1.18 NEW 3' x 2' STORM DRAIN INLET STA 23+19.43, 16.50 LT GRATE @ FL = 4619.20 12" INV OUT (SW) = 4616.70DEPTH = 3.26' (SUMP = 0.75') SDMH-B2NEW 48" Ø MANHOLE RIM = 4620.54 15" INV IN (SE) = 4615.49 15" INV OUT (NE) = 4615.49 SDMH-B1 NEW 48" Ø MANHOLE RIM = 4619.78 15" INV IN (SW) = 4616.38 15" INV OUT (NW) = 4616.12 OUT -1STA 22+41.23, 59.18 RT INSTALL NEW 48" Ø POND OUTFLOW STRUCTURE RIM = 4619.05 15" INV OUT (NE) = 4617.27 SUMP DEPTH = 0.75' SDMH-B3 NEW 48" Ø MANHOLERIM = 4615.63 24" INV IN (SW) = 4611.71 15" INV IN (NW) = 4612.46 24" INV OUT (NE) = 4611.71 SDMH-B4NEW 48" Ø MANHOLE RIM = 4614.27 15" INV OUT (SE) = 4612.50 SDMH-B5 NEW 96" Ø MANHOLE RIM = 4616.99 60" INV IN (SE) = 4607.75 24" INV IN (SW) = 4610.7560" INV OUT (NW) = 4607.75 REMOVE EXISTING 36" CMP INV IN (E) = 4615.15 INV OUT (W) = 4614.30 REPLACE EXISTING 30" CMP INV IN (E) = 4618.67 INV OUT (W) = 4618.10 REMOVE EXISTING 24" CMPINV IN (W) = 4620.44 INV OUT (E) = 4620.41 REMOVE EXISTING 60" CMP INV IN (E) = 4609.17 INV OUT (W) = 4608.53 PRESERVE EXISTING 60" CMP INV IN (S) = 4605.60 INV OUT (N) = 4605.13 PRESERVE EXISTING 60" CMP INV IN (S) = 4605.68 INV OUT (N) = 4605.37 U-2 ADS STORMTECH MC-3500 (1X29 ROW & 1X15 ROW) BASE ELEVATION, CHAMBERS ELEV = 4612.85 MAX SUB-GRADE ELEVATION = 4611.85DESIGN RETENTION CAPACITY = 9228.68 CF U-1ADS STORMTECH MC-3500 (5X2 ROWS) BASE, CHAMBERS ELEV = 4608.75 MAX SUB-GRADE ELEVATION = 4607.75 DESIGN RETENTION CAPACITY = 2,300 CF RAISED MEDIAN 100-YEAR/24-HOUR FLOOD HAZARD BOUNDARY WETLAND BOUNDARY (TYP.) CATTAIL CREEK 15" PVC SDR-35 DRAINAGE PIPEFOR PRE-DEV RUN-ON R60.00' R40.00' 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\003 - TURNROW MASTER PLAN\ACAD\SHEETS\2-MASTER-SITE-PLAN\6916.003 - GRADING PLAN SHEETS.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 VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/30/2024 TURNROW SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA CE GRADING PLAN (4 OF 8) 6916.003 19 C-304 RSP LRH MEE 07/24/2024 MASTER SITE PLAN JULY 2024 50 10025500 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. LEGEND >>> XXXX XXXX XXXX XXXX >>> > FLOW LINE (STREET) OVERFLOW FLOWLINE FLOWPATH EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR 07/26/2024C GRADING PLAN (5 OF 8) - C-305SE GRADING PLAN (1 OF 8) - C-301 GENERAL NOTES 1.2' x 3' STANDARD RECTANGULAR STORM DRAIN INLET PER COB STD DWG. NO. 02720-1A. 2.COMBINATION MANHOLE/INLET PER COB STD DWG. NO. 02720-1B. 3.STANDARD STRAIGHT MANHOLE PER COB STD DWG. NO. 02720-4. 4.POND OVERFLOW STRUCTURES SHALL BE INSTALLED PER DETAIL 2, SHEET C-1205. 5.INSTALL CULVERTS PER DETAIL 3, SHEET C-1205. 6.INSTALL RIP-RAP AT POND INLET PIPES AND CULVERT BEGINNINGS AND ENDS PER DETAIL 4, SHEET C-1204. GRADING QUALITY ASSURANCE PEER REVIEWER engineers surveyors planners scientists MorrisonMaierle Q.A. APPROVAL DATE 04/22/2024 LEE R. HAGEMAN OVERFLOW DRAINAGE PATHWAY FOR PHASE 1 TEMPORARY PONDS EXISTING CATTAIL CREEK OUTFALL EXISTING IRRIGATION DITCH OUTFALL PROPERTY BOUNDARY (TYP.) KEY NOTES BUILDING AND PARKING LOT SUBJECT TO CHANGE WITH FURTHER SITE DEVELOPMENT1 1 1 1 1 1 1 019