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HomeMy WebLinkAbout017 - C-302 - CS GRADING PLAN (2 OF 8)N G NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG N G S SS SS S S S S S S S S S S S S S S S S S S S S S S 15S15S 15S 15S15SS S S S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S S SSSSSSSS SS S S S S S S S S SS SSSS S S S S S S S S S S 8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S8S8S10S10S10S 10S10S10S10S10S 10S10S10S10S10S10S10S 10S10S10S10S 10S 10S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S SSSSSSSSSSSSSS SS SS SS SS 10S10S8W8W8W8W8W8W 8W 8W 8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8W 8W 8W 8W12W12W 12W 12W 8W 8 W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8W 8W 8 W 8 W 8W 8W8W8W8W8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W DYH DYH DYH DYH DY HDYH DYH DYH B B B B8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W B DYH B 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHDYH WSWSWSWSWSWSWSWSWSWS 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 WS WS 8W 8W 8W 8W 8W 8W 8W8W 8W 8W DYH WS WS WSWSWSWSWSWSWSWSWSWS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS8W8W8W8W8W8W8W8W8W8W8W8W15 S D 15 S D 15S D 15 S D 15S D 15 S D 15 S D 15 S D 15 S D 15 S D18SD18SD18SD18SD18SD 15SD D D D D D D D D15SD 15SD 15SD 15SD 15SD 15SD15SD15SD15SD 15SD 15SD 15SD 15SD > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D 15S D 15S D D >>>>>>>>>>>>>>>DD D BOZE M A N C O M M U NI T Y PLAN F U T U R E L A N D U S E: URBA N N EI G H B O R H O O D-1.16%-2 . 3 6%-3.59%-2.42%-1.66%RE S T R I C T E D L O T 1 7 RE S T R I C T E D L O T 1 3 RE S T R I C T E D L O T 1 1 4620 4619 4621 4622 4623 46244620 4621462246234624 4618 461 7 4617 461846194621 4625462246234624462646204619462146224 6 3 2 INV OUT = 4616.35 QUICKSILVER RDWESTLAKE RDFUTURE TEMERITY LNFUTURE TURNROW T R A I L F U T U R E D U R A N G O L N F U T U R E T U R N R O W T R A I L F U T U R E R O W D Y R D FUTURE MULEY WAY FUTURE WESTLAKE RD R15.00' R132.50' R167.50' R15.00' R15.00' R15.00' R15.00' R15.00' R15.00' R15.00' R15.00' R15.00' R15.00' R132.50' R167.50' R40.00' R132.50' R167.50' R167.50' R40.00'R60.00' R60.00' R60.00' R40.00' R15.00' R15.00' R15.00' R40.00' R40.00' R40.00' R40.00' R60.00' R40.00' R15.00' R40.00'R40.00' R40.00' R40.00' R15.00' R15.00' R20.00' R55.00' R132.50' R25.00'R167.50' R132.50' 4623 4624 4623 462246214621 4629 4626 4630 4629 4628 4626 4626 4627 4626 46 2 7 46 2 6 4625 46 2 6 4625 4625 N G NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG N G S89°29'32"W 2221.92' INLET 1.11 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4626.0012" INV OUT (NE) = 4622.90 INLET 1.12 NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4624.13 12" INV OUT (NW) = 4621.05 SDMH-R1 NEW 48" Ø MANHOLERIM = 4626.22 12" INV IN (SW) = 4622.82 15" INV OUT (NW) = 4622.62 SDMH-Q1 NEW 48" Ø MANHOLE RIM = 4625.67 15" INV IN (SE) = 4621.9915" INV OUT (NE) = 4621.99 SDMH-Q2 NEW 48" Ø MANHOLE RIM = 4624.4015" INV IN (SW) = 4620.81 12" INV IN (SE) = 4621.01 15" INV OUT (NE) = 4620.81 SDMH Q3 NEW 48" Ø MANHOLE RIM = 4621.97 15" INV IN (SW) = 4618.32 12" INV IN (SE) = 4618.52 15" INV OUT (NE) = 4618.32 INLET 1.13 COMBO NEW 48" Ø MANHOLE RIM = 4621.96 12" INV OUT (NW) = 4618.84 TEMPORARY STORM WATER POND T5.1OUTER BOUNDARIES: 64' X 35' DESIGN RETENTION CAPACITY = 1,499 CF TOP ELEVATION = 4624.35 BASE ELEVATION = 4622.85 MAXIMUM DESIGN WATER DEPTH: 1.5' MAX SIDE SLOPE: 4:1 (HORIZ:VERT) TEMPORARY STORM WATER POND T5.2 OUTER BOUNDARIES: 65' X 35' DESIGN RETENTION CAPACITY = 1,499 CF TOP ELEVATION = 4622.60 BASE ELEVATION = 4621.10MAXIMUM DESIGN WATER DEPTH: 1.5' MAX SIDE SLOPE: 4:1 (HORIZ:VERT) TEMPORARY STORM WATER POND T5.3 OUTER BOUNDARIES: 65' X 35' DESIGN RETENTION CAPACITY = 1,499 CF TOP ELEVATION = 4621.15BASE ELEVATION = 4619.65 MAXIMUM DESIGN WATER DEPTH: 1.5' MAX SIDE SLOPE: 4:1 (HORIZ:VERT) EXISTING PROPERTY BOUNDARY (TYP.) TEMPORARY STORM WATER POND T1.3 OUTER BOUNDARIES: 35' X 20'DESIGN RETENTION CAPACITY = 632 CF TOP ELEVATION = 4625.80 BASE ELEVATION = 4624.30 MAXIMUM DESIGN WATER DEPTH: 1.5' MAX SIDE SLOPE: 4:1 (HORIZ:VERT) TEMPORARY STORM WATER POND T5.0OUTER BOUNDARIES: 74' X 20' DESIGN RETENTION CAPACITY = 1,409 CF TOP ELEVATION = 4626.85 BASE ELEVATION = 4625.35 MAXIMUM DESIGN WATER DEPTH: 1.5' MAX SIDE SLOPE: 4:1 (HORIZ:VERT) R15.00' 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/31/2024 TURNROW SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA CS GRADING PLAN (2 OF 8) 6916.003 17 C-302 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 07/26/2024 C GRADING PLAN (5 OF 8) - C-305 SE GRADING PLAN (1 OF 8) - C-301SW GRADING PLAN (3 OF 8) - C-303GENERAL 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 PATHWAYS FOR PHASE 1 TEMPORARY PONDS 10' DECOMPOSED GRANITE PATHWAY CENTERED OVER WATER MAIN 10' DECOMPOSED GRANITE PATHWAY CENTERED OVER WATER MAIN 017