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HomeMy WebLinkAbout020 - C-305 - C GRADING PLAN (5 OF 8)S S S S S S S S S S SSS SS SSS SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S 15S15S15S15S15S 15S15S15S15S15S15S 15S 15S15S15S15S15S 15S 15S15S15S15S15S 15S15S15S15S10S S S S SS SS SSS SS SSSSS SSSSS S S S S S S S S S S S S S S S S S S S S S S S 10S 10S 10S 10S10S10S S S S S F M F M FM FM FM SS SS SS SS SS SS SS 8W 8W 8W 8W 8W 8W 8W8W8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W12W 12W 12W 12W 12W 12W 12W 12W 12W12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12 W 12W 12 W 12 W 8W 8 W 8W B DYH DYH DYH 8W 8W 8W DYH 8W 8W 8W 8W 8W 8W 8W 8W8W8W 8W 8W DYHDYHDYH DYH B B B B 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12 W 8 W 8 W 8W DYH WS 8W WS WS WS WSWS WS WS 15 S D 15 S D 30 S D 30 S D 24 S D 24 S D 24 S D 24 S D 24 S D 24 S D 24S D 24 S D 24 S D 18 S D 18 S D 18S D 18 S D 18 S D 18 S D 18S D 18 S D 18 S D 15 S D 15SD15S D15SD 18SD18SD 18SD18SD 18SD18SD 18SD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD18SD15S D 15SD 12S D15SD15SD15SD15SD15SD15SD15SD 12S D 12SD 12SD D D D D D D D D D D D D D D 12S D 12SD 12S D 12S D 12S D 15SD 15SD 15SD 18 S D >>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>> > > >>>>>>>>>>>> > > > >>>>>> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>D RE S T R I C T E D L O T 3 RE S T R I C T E D L O T 8 RESTRICTED LO T 9 RE S T R I C T E D L O T 6 RE S T R I C T E D L O T 7 462046194619 4619 46204618461946184619462 0 4 6 2 0 46174618 461946154614 4616 4620 4618 4619 4615 4615 46144614 4616 4616 4617 4615 4614 4616 4615 462046164617 4618 4619 4610 4615 4611 4612 4613 4614 4613 F U T U R E B O O M E R A N G R D FUTURE TEMERITY LNFUTURE FERGUSON AVEF U T U R E T U R N R O W T R A I L F U T U R E T U R N R O W T R A I L R167.50' R40.00'R60.00' R60.00' R40.00' R60.00' R40.00' R167.50' R132.50' R15.00' R15.00' R15.00' R15.00' R15.00' R15.00' R40.00' R60.00'R60.00' R167.50' R132.50' R40.00' R40.00' R60.00' R60.00' R60.00' R60.00' R40.00' R40.00' R132.50' R167.50' R15.00' R40.00' R40.00'R60.00' R40.00' R40.00' R40.00' R15.00' R60.00' R40.00' R15.00' R60.00' R40.00'R40.00'R15.00' R40.00' R40.00'R60.00' R40.00' R40.00'R40.00' R15.00' R15.00' R40.00'R40.00' R40.00'R40.00' R15.00' R15.00' R40.00' R40.00' R40.00' R40.00' R40.00' R60.00' R40.00' R60.00' R15.00' R15.00' R40.00' R40.00' R40.00'R40.00' R40.00' R40.00' R15.00' R60.00' R40.00' R15.00' R40.00' R60.00' R40.00' R40.00' R40.00' R60.00' R60.00' R60.00' R40.00' R40.00' R60.00' R40.00' R40.00' R60.00' R40.00' R40.00' R40.00' R40.00' R40.00' R40.00'46214621 4620 4620 X X BF BF BF BF BF BF BF BF BF BF BF BF BF BF BT V BT V BT V BT V BT V BT V BT V OH P BT NEW 15" SDR-35 PVC49.13 LF @ 0.30% INCLUDE RCP FET & TRASH RACK INV OUT = 4616.35 INLET 1.16 COMBO NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4619.56 15" INV IN (SW) = 4616.70 12" INV IN (NW) = 4616.90 18" INV OUT (SE) = 4616.50 INLET 1.15NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4619.56 12" INV OUT (SE) = 4617.05 TEMPORARY STORM WATER POND T5.4 OUTER BOUNDARIES: 110' X 40' DESIGN RETENTION CAPACITY = 2,789 CF TOP ELEVATION = 4616.15 BASE ELEVATION = 4614.65MAXIMUM DESIGN WATER DEPTH: 1.5' MAX SIDE SLOPE: 4:1 (HORIZ:VERT) 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 C GRADING PLAN (5 OF 8) 6916.003 20 C-305 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 CN GRADING PLAN (7 OF 8) - C-307 CS GRADING PLAN (2 OF 8) - C-302 CE GRADING PLAN (4 OF 8) - C-304CW GRADING PLAN (6 OF 8) - C-306GENERAL 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 020