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HomeMy WebLinkAbout022 - C-307 - CN GRADING PLAN (7 OF 8)S S S S S S S S 15S15S15SSSSS SS SSSSS S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 12W 12W12W 12W 12 W 12 W 12 W 12 W 12 W 12 W DYH DYH30 S D 30 S D 30 S D 30 S D 30 S D 12S D D 12 S D >> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>> > > > > > > > > > > > > > > > > > > > >>RE S T R I C T E D L O T 2 4613 4614 4610 4609 4611 4612 4613 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 F U T U R E B O O M E R A N G R D R40.00' R40.00' R40.00' R40.00' R40.00' R40.00' R40.00' R40.00' X X TV E T T BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF B F B F BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BT BT BT BT BT BT BT BTV BTV BTV BTV BTV BTV BTV 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 BT V BT V X X X X X X X X X X X X X X X X X XX X X X X X X X OHP OHP OH P OH P OHP OH P OHP 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 X X X X X X X X X X OH P OH P OH P O H P OH P O H P OH P OH P OH P OH P OH P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P 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 R=1849.86' L=375.42' Δ=11°37'40" CB=S61°36'08"E CH=374.77' S54°16'17"E 147.56' S53°32'27"E 302.20' S39°33'03"E 62.05' EXISTING 24" CMP INV IN (W) = 4606.92 INV OUT (E) = 4606.89 EXISTING PROPERTYBOUNDARY EXISTING ROAD DITCH 100-YEAR/24-HOUR FLOOD HAZARD BOUNDARY PROPERTY BOUNDARY (TYP.) 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 CN GRADING PLAN (7 OF 8) 6916.003 22 C-307 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-305NW GRADING PLAN (8 OF 8) - C-308GENERAL 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 022