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HomeMy WebLinkAbout016 - C-301 - SE GRADING PLAN (1 OF 8)30'30' 50' 30' 50'30'S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 1 0 S 10 S 1 0S 10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10SS S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8SS S SS 8S 8S 8S 8S 8S 8S8S8SS S SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSS 12S 12S 12S SSSS8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W DYHDYHDYH DYH DYHDYH 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8WDYH B B 1 2 W 12W 1 2W 12W12W12W12W12W8W 8W 8W 8W 8W 8W 8W 8W 8W BWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WSWSWS WSWSWSWSB 8W 8W DYH WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS 15SD15SD15SD15SD15SDD D D D 15SD15SD 24SD24SD24SD24SD24SD24SD24SD12SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD D >>>>>>>>>>>>>>>>>>>D D >>D D D D D 12SD 12SD 12SD DDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D 18SD PARCE L 1 COS 3 0 3 5 BOZE M A N C O M M U NI T Y P L A N FUTU R E L A N D U S E: RESID E N T I A L MI X E D U S E BOZE M A N C O M M U N I T Y P L A N F U T U R E LAND U S E: R E S I D E N T I A L MI X E D U S E ZONI N G - R - 5 TRACT A - 1 COS 1 6 5 A PARCE L 1 COS 3 0 3 5 -1 .77%-2.77%-2.47%-2.39%-1.79%4625 4630 4623 4624 4626 4627 4628 4629 4631 46 2 3 INV OUT = 4616.35 GUNSMOKE AVETURNROW TRAIL DURANGO LN DAVIS LNWESTLAKE RD WESTLAKE RD R15.00' R15.00' R15.00' R15.00' R40.00'R40.00' R60.00'R60.00' R15.00'R15.00' R60.00'R40.00'R60.00'R40.00' R40.00'R60.00' R15.00' R15.00'R60.00'R40.00' R60.00' R40.00' R60.00' R40.00' R15.00' R15.00' R207.00'R243.00' R367.50' R332.50' 46254625 46 2 44623 4622 4622462546274628 4629 462 6 4627 4628 4626 4625 4626 4626 4624 46304625 46244625462346224621462 1 46224 6 2 3 46244624 4626 46 2 4 TV TV S S TOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPSSSSSSSSSSSSSSSSSSTV TBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BFBTVBTVBTVBTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTV BTVBTV NGNGNG OHP OHP OHP OHP OHP OHP OHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTWWWWWWWWWWWWWWWWXXXXXXXXXXBTBT NEW 24" CLASS IV RCP PIPE 127.64 LF @ 0.30%INCLUDE RCP FET & TRASH RACK INV OUT = 4616.35 80.00 LF @ 1.50% INCLUDE FETS & TRASH RACKS EACH END INV IN = 4615.01, INV OUT = 4613.81 S0°36'43"W 195.38' S89°23'17"E 50.00' S0°36'43"W 464.88' S89°29'25"W 420.77' S0°36'43"W 189.74' INLET 1.20 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4624.91 12" INV OUT (E) = 4620.85 INLET 1.21 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4624.91 12" INV OUT (W) = 4620.97 INLET 1.23 COMBO NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4623.77 12" INV IN (W) = 4620.42 15" INV OUT (N) = 4620.22 SDMH-G1 NEW 48" Ø MANHOLE RIM = 4625.2212" INV IN (W) = 4620.78 12" INV IN (E) = 4620.78 15" INV OUT (N) = 4620.58 SDMH-D-2 NEW 48" Ø MANHOLE RIM = 4624.13 12" INV IN (N) = 4620.35 15" INV IN (S) = 4620.1515" INV OUT (E) = 4620.15 INLET 1.22NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4624.14 12" INV OUT (E) = 4621.08 SDMH-G2 NEW 48" Ø MANHOLE RIM = 4624.70 15" INV IN (S) = 4619.86 15" INV IN (W) = 4619.86 15" INV OUT (N) = 4619.86 INLET 1.28 COMBONEW 48" Ø COMBO MH / INLET GRATE @ FL = 4621.75 12" INV IN (W) = 4618.53 15" INV OUT (N) = 4618.33 SDMH T-2 NEW 48" Ø MANHOLE RIM = 4622.11 15" INV IN (S) = 4618.30 12" INV IN (N) = 4618.50 18" INV OUT (E) = 4618.10 INLET 1.27 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4621.96 12" INV OUT (E) = 4618.71 INLET 1.30 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4621.1612" INV OUT (W) = 4618.13 INLET 1.31 COMBO NEW 60" Ø COMBO MH / INLETGRATE @ FL = 4621.16 24" INV IN (SE) = 4616.73 12" INV IN (E) = 4617.62 24" INV OUT (NW) = 4616.73 SDMH-G4 NEW 60" Ø MANHOLE RIM = 4622.9315" INV IN (S) = 4618.01 18" INV IN (W) = 4617.79 24" INV OUT (N) = 4617.41 SDMH-G5 NEW 60" Ø MANHOLERIM = 4622.26 24" INV IN (S) = 4617.13 24" INV OUT (N) = 4617.13 SDMH-G6 NEW 60" Ø MANHOLE RIM = 4621.64 24" INV IN (S) = 4616.90 24" INV OUT (NW) = 4616.90 INLET 4.4 COMBO NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4620.55 15" INV OUT (E) = 4616.54 SDMH-V-4 NEW 48" Ø MANHOLERIM = 4620.81 15" INV IN (S) = 4616.52 15" INV IN (W) = 4616.52 15" INV IN (E) = 4616.52 15" INV OUT (N) = 4616.52 INLET 4.3 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4620.55 15" INV OUT (W) = 4616.64 SDMH-V-3NEW 48" Ø MANHOLE RIM = 4622.03 12" INV IN (W) = 4618.27 12" INV IN (E) = 4618.27 15" INV IN (S) = 4618.02 15" INV OUT (N) = 4618.02 INLET 1.24NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4623.77 12" INV OUT (S) = 4620.55 INLET 1.29NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4621.76 12" INV OUT (S) = 4618.60 INLET 4.2 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4621.77 12" INV OUT (W) = 4618.39 INLET 3.1 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4625.36 12" INV OUT (E) = 4620.24 INLET 3.2NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4622.94 12" INV IN (W) = 4619.36 12" INV OUT (E) = 4619.36 SDMH-V-1 NEW 48" Ø MANHOLE RIM = 4623.20 12" INV IN (W) = 4619.32 12" INV IN (E) = 4619.32 15" INV OUT (N) = 4619.06 INLET 3.3 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4622.94 12" INV OUT (W) = 4619.55INLET 1.26 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4623.20 12" INV OUT (E) = 4618.57 SDMH-G3 NEW 48" Ø MANHOLERIM = 4623.56 15" INV IN (S) = 4618.49 12" INV IN (E) = 4618.69 12" INV IN (W) = 4618.49 15" INV OUT (N) = 4618.49 INLET 1.25 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4623.19 12" INV OUT (W) = 4618.89 SDMH-V-5 NEW 48" Ø MANHOLERIM = 4620.95 15" INV IN (S) = 4616.25 15" INV OUT (NW) = 4616.25 INLET 4.1 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4621.77 12" INV OUT (E) = 4618.31 EXISTING PROPERTY BOUNDARY (TYP.) CATTAIL CREEK ZONE 1: 30' WATERCOURSE SETBACK ZONE 2: 50' WATERCOURSE SETBACK P-1 DESIGN MAX WATER SURFACE ELEV =4617.85 BASIN BOTTOM ELEV = 4616.35 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4:1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 31,711 CF EXISTING IRRIGATION DITCH ZONE 1: 30' WATERCOURSE SETBACK ZONE 2: 50' WATERCOURSE SETBACK 100-YEAR/24-HOUR FLOOD HAZARD BOUNDARY WETLAND BOUNDARY (TYP.) PRE-DEV RUN-ON CLEANOUT AND 15" PVC SDR-35 STUB WITH CAP TO SOUTH BOUNDARY PRE-DEV CAPTURE STRUCTURE (TO BE REMOVED PRIOR TO FUTURE DEVELOPMENT OF PROPERTY TO SOUTH) 15" PVC SDR-35 DRAINAGE PIPE FOR PRE-DEV RUN-ON DELINEATED WETLAND FOR CATTAIL CREEK NEW 12" CLASS IV RCP 60.00 LF @ 2.15% INCLUDE FETS & TRASH RACKS EACH END INV IN = 4622.71, INV OUT = 4624.00 R40.00' R60.00' R60.00' R40.00' R40.00' R60.00' 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 SE GRADING PLAN (1 OF 8) 6916.003 16 C-301 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 07/26/2024CS GRADING PLAN (2 OF 8) - C-302CE GRADING PLAN (4 OF 8) - C-304 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 KEY NOTES BUILDING AND PARKING LOT SUBJECT TO CHANGE WITH FURTHER SITE DEVELOPMENT1 1 1 1 1 1 016