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HomeMy WebLinkAbout023 - C-308 - NW GRADING PLAN (8 OF 8)S SS SSSSSSSSS S S S S S S S S S S S S S S S S S SSSSS 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 S S S S S SFM FM FM FM FM FM FM FM FM FM FM FM FM 8W8W8W8W8W8W8W12W 12W 12W 12W 12W 12W 12W 12 W 12 W 12 W 12 W 12 WDYHDYH12W12W12W12W12W12W B B B 30 S D 30 S D 30 S D 30 S D15SD15SD30SD15SD12SDDD D D D D12SD12SD12SD12SD12SD12SD12SD12SD12SD 12SD 12S D 12SD 12SD 12SD 12SD 12SD12SD 12SD 12S D 12SD 12SD12SD 18SD 15SD 15SD 15SD 15SD 15SD 15SDD D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12SDLOT 1 LOT 1A LOT 7 LOT 7 A LOT 8 LOT 8 BOZE M A N C O M M U N I 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 VALLE Y C E N T E R S U B . RESTRICTED LOT 1 RESTRICTED LOT 546104606460746084609 4611 4612 4613460046054598459946014602460346044606 4607 46104608 4609 4612 4613 4614 460 0 4596 4 5 9 6 4597 4598 4598 4598 459946 0 1 4602 46 0 3 FUTURE STORM POND P-3 DESIGN MAX WATER SURFACE ELEV =TBD BASIN BOTTOM ELEV = TBD MAX WATER DEPTH = 1.5 FTMAX SIDE SLOPES = 4:1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 82,424 CF EAST VAL L E Y C E N T E R R O A D - HIGHWA Y S T P S 2 3 5 FUTURE BOOMERANG RD FUTURE ROWDY RDF U T U R E B O O M E R A N G R D R217.50' R40.00' R40.00' R60.00' R187.50' R60.00'R40.00' R60.00' R40.00' R182.50'R15.00'R15.00' R60.00' R182.50' MW F TV TV TV E E E E E P T T TTTTT T B F BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BP BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BT BT BT BT BT BTBT BTVBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV X X X X X X X X X X X X X X X X X X X X XXOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP X X X X OH P OH P OH PBFBFBFBTBT BT BT R=1834.86' L=619.18' Δ=19°20'05" CB=S78°53'01"ECH=616.25' S82°50'39"E 59.79' EXISTING 24" RCP INV IN (E) = 4602.70 INV OUT (W) = 4601.96 EXISTING 48" RCPINV IN (S) = 4592.55 INV OUT (N) = 4591.76 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) FUTURE POND OVERFLOW PIPE FUTURE POND OVERFLOW OUTFALL EXISTING DITCH 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 NW GRADING PLAN (8 OF 8) 6916.003 23 C-308 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-307CW GRADING PLAN (6 OF 8) - C-306 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 EXISTING STREAM DITCH OUTFALL 023