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HomeMy WebLinkAbout021 - C-306 - CW GRADING PLAN (6 OF 8)NG NG NG NG NG NG NG NG NG N G S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSS SSSSSSSSS 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 SSSSSSSSSSSSSSSS S S SS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W8W8W 8W8W 8W 8 W 8W 8W 8 W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYHDYH DYH B 8W 8W 8W 8W 8W 8W 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W DYH DYH18SD15SD18SD15SD15SD15S D 15SD15 S D 15 S D 15 S D 15SD 12SD 12SD D D D D D D D D 15SD18SD18SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>12SD12SD12SD12SDLOT 8 LOT 1 1 LOT 1 1 A LOT 1 1 B PARK RE S T R I C T E D L O T 1 2RESTRICTED LOT 4RE S T R I C T E D L O T 1 0 RESTRICTED LOT 14 RE S T R I C T E D L O T 74610 461546 1 1 4 6 1 2 4 6 1 3 4614461646174618461546 1 5 46134 6 1 3 46144614 461646 1 6 4617461846154612461246134 6 14 4616461746174 6 184618 4614 4615 4616 4617 4618 4610 461 5 460746 0 8 4609 46 1 1 46 1 2 4 6 1 3 4 6 1 4 4616 4617 4605 4610 461046104615 46 0 3 460 4 46 0 6 4607 460 8 4 6 0 9 46 1 1 4 6 1 2 46 1 3 4614 FUTURE ROWDY RDFUTURE DURA N G O F U T U R E R O W D Y R D F U T U R E T U R N R O W T R A I L F U T U R E D U R A N G O L N FUTURE CANTLE WAY R15.00' R15.00' R232.50'R267.50' R59.30' R132.50' R167.50' R45.40' R267.50' R232.50' R35.19' R24.42' R142.50' R107.50' R167.50' R132.50' R40.00' R40.00' R15.00' R15.00'XXXXXXXXXXXXXXXXXXXXNG NG NG NG NG NG NG NG NG N GN0°36'05"E 2552.36'FUTURE STORM POND P-2 DESIGN MAX WATER SURFACE ELEV =TBD BASIN BOTTOM ELEV = TBDMAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4:1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 22,083 CF ZONE 1:30' WATERCOURSE SETBACK ZONE 2: 50' WATERCOURSE SETBACK DITCH CHANNEL BOUNDARIES TO NORTH UNKNOWNDUE TO LOCATION BEING ON THE PRIVATE PROPERTY BOUNDARY (NOT ABLE TO SURVEY) (ZONE 1 AND ZONE 2 SETBACKS ARE CONSERVATIVELY LOCATED 30' AND 50' FROM LOT LINE) UNNAMED TRIBUTARY TO BUSTER GULCH PROPERTYBOUNDARY (TYP.) WETLAND 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 CW GRADING PLAN (6 OF 8) 6916.003 21 C-306 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-305SW GRADING PLAN (3 OF 8) - C-303 NW GRADING PLAN (8 OF 8) - C-308 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 021