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HomeMy WebLinkAbout018 SW GRADING PLAN (5 OF 6)50004998 49995001500250 0 3 4 9 9 55000 5001 5002PARK 4 1.39 acs. LOT 3 0.95 acs. LOT 11.09 acs. BLOCK 7 R-O-W 10.26 acs.R-O-W 20.06 acs.LOT 32402 Sq.Ft.LOT 21694 Sq.Ft.LOT 12695 Sq.Ft.LOT 12 1729 Sq.Ft. LOT 13 1730 Sq.Ft. LOT 14 1731 Sq.Ft. LOT 171720 Sq.Ft. LOT 18 1716 Sq.Ft. LOT 19 1712 Sq.Ft. LOT 11 2744 Sq.Ft. LOT 152519 Sq.Ft. LOT 16 2509 Sq.Ft. LOT 7 3361 Sq.Ft. LOT 8 1716 Sq.Ft. LOT 10 3252 Sq.Ft. LOT 9 1716 Sq.Ft. LOT 22 1628 Sq.Ft. LOT 23 1628 Sq.Ft. LOT 24 1628 Sq.Ft. LOT 21 2744 Sq.Ft. LOT 26 2616 Sq.Ft. LOT 27 1601 Sq.Ft. LOT 28 1599 Sq.Ft. LOT 29 1596 Sq.Ft. LOT 30 2335 Sq.Ft. LOT 31 2662 Sq.Ft. LOT 32 1746 Sq.Ft. LOT 33 1746 Sq.Ft. LOT 34 1746 Sq.Ft. LOT 35 2635 Sq.Ft.LOT 62698 Sq.Ft.LOT 51694 Sq.Ft.LOT 42403 Sq.Ft.LOT 202495 Sq.Ft. LOT 252376 Sq.Ft. 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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:LEE HAGEMAN ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA SW GRADING PLAN (5 OF 6) 5659.011 18 C305 RSP LRH MEE 03/15/2023 MATCH LINE C303 MATCH LINE C30601/18/2023 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. TOP BACK OF CURB ELEVATIONTBC LEGEND GENERAL STREET SLOPE EXISTING MAJOR CONTOUR >>>> XXXX EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR XXXX XXXX XXXX STORM FLOW PATH>>>>>>>> POND OVERFLOW PATH>>>>>>>> KEY NOTES INSTALL 2' x 3' STANDARD SQUARE STORM DRAIN INLET PER COB STD DWG. NO. 02720-1A. INSTALL COMBINATION MANHOLE AND INLET PER COB STD DWG. NO. 02720-1B. INSTALL STANDARD STRAIGHT MANHOLE PER COB STD DWG. NO. 02720-4. INSTALL POND OVERFLOW STUCTURE PER DETAIL 2, SHEET C1204. INSTALL CURB CUT PER DETAIL, SHEET C1204. INSTALL SIDEWALK CHASE PER COB DWG. NO. 2529-14. INSTALL ARCH CULVERT FOR DITCH CROSSINGS PER DETAIL 3, SHEET C1204. INSTALL RIP-RAP PER DETAIL 5, SHEET C1201. 1 2 3 4 5 6 7 8 SURFACE RETENTION BASIN S-1 DESIGN MAX WATER SURFACE ELEV = 4995.60 BASIN BOTTOM ELEV = 4994.30 MAX WATER DEPTH = 1.3 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 2,204 CF SEE DETAIL 1 ON SHEET C1204 1 1 2 SURFACE RETENTION P-X DESIGN MAX WATER SURFACE ELEV = TBD BASIN BOTTOM ELEV = TBD MAX WATER DEPTH = 1.4 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 433 CF SEE DETAIL 1 ON SHEET C1204 2 4 2 3 1 GENERAL NOTES: 1.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C004 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 2.REFERENCE ELEVATIONS FOR CALLOUTS ARE ± 4,900'. 3.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 4.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER. 5.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 6.CONTRACTOR SHALL RE-VEGETATE ALL DISTURBED AREAS PRIOR TO FINAL COMPLETION. 7.INSTALL CURB AND GUTTER PER CITY OF BOZEMAN STANDARD DWG. NO. 02528-1. PROPOSED 15' STORM DRAIN EASEMENT 30 6015300 SCALE IN FEET MASTER SITE PLAN MARCH 2023