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HomeMy WebLinkAbout016 CW GRADING PLAN (3 OF 6)49 9 5 49 91 4992 49 93 4 9 9 4 499649974995LOT 1 0.46 acs. LOT 2 1.79 acs. LOT 1 1.94 acs. BLOCK 3 BLOCK 4LOT 51858 Sq.Ft.LOT 62943 Sq.Ft.R-O-W 10.26 acs.LOT 13441 Sq.Ft.LOT 24 2723 Sq.Ft. LOT 23 1713 Sq.Ft. LOT 222103 Sq.Ft. LOT 21 2104 Sq.Ft. LOT 201715 Sq.Ft. LOT 19 2731 Sq.Ft. LOT 11 1716 Sq.Ft. LOT 102106 Sq.Ft. LOT 9 2106 Sq.Ft. LOT 8 1716 Sq.Ft. LOT 7 2730 Sq.Ft. LOT 12 2729 Sq.Ft.LOT 182899 Sq.Ft.LOT 171716 Sq.Ft.LOT 162340 Sq.Ft.LOT 152340 Sq.Ft.LOT 141716 Sq.Ft.LOT 132730 Sq.Ft.O.S. 5 0.03 acs. O.S. 4 0.28 acs. STORM LOT 4 0.09 acs.LOT 21881 Sq.Ft.LOT 32355 Sq.Ft.LOT 42344 Sq.Ft.O.S. 6 0.24 acs. STORM LOT 3 0.10 acs.BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BTBTBTBTLEASING OFFICE 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYHDYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WB 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W B B B 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8SSS S S S S S 8S 8S 8S 8S 8S 8S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SS 8S 8S 8S 8S 8S 8SS SD SD SDSD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SD SD >>>SDSDD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>SD SD SDD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD D SDSDSDSDSDSDSDSDSDSDSDD D D >>>>>>>>>>>>>>>>>>>S D SSSSSSSSSSSSSSSS6+00 7+00 8+00 9+00 10+00 PC : 5 + 5 2 . 6 6 PT: 6+57.11 0+001+002+003+004+004+306+00 7+00 8+00 9+00 10+00 30.30 LF 15" CLASS IV RCP @ 0.75% 21.50 LF 12" CLASS IV RCP @ 0.50% 37.25 LF 15" HP STORM @ 0.30% 20.50 LF 15" HP STORM @ 0.30%5.50 LF 12" CLASS IV RCP @ 0.35%77.18 LF 15" CLASS IV RCP @ 0.30%5.50 LF 15" CLASS IV RCP @ 0.50% 21.50 LF 15" CLASS IV RCP @ 0.50%172.56 LF 15" CLASS IV RCP @ 0.50%21.50 LF 12" HP STORM @ 0.50% 5.50 LF 12" HP STORM @ 0.50% 5.50 LF 12" CLASS IV RCP @ 0.50%120.78 LF 15" HP STORM @ 0.76%49.00 LF 12" HP STORM @ 0.46%372.25 LF 15" HP STORM @ 1.41%SD-C-14 STA 10+06.79, 16.50 LTINSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4989.50 15" INV IN (E) = 4986.92 15" INV OUT (W) = 4986.92 SUMP DEPTH = 1.50' INLET-06 STA 10+28.50, 16.50 RT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4988.63 12" INV OUT (W) = 4986.60 SUMP DEPTH = 1.50' INLET-05 STA 10+28.50, 16.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4988.6312" INV OUT (E) = 4986.67 SUMP DEPTH = 1.50' INLET-10 STA 9+25.61, 16.50 RT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4989.30 15" INV OUT (W) = 4987.25SUMP DEPTH = 1.50' INLET-09STA 9+25.61, 16.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4989.30 15" INV OUT (E) = 4987.32 SUMP DEPTH = 1.50' INLET-12 STA 7+49.06, 16.50 RTINSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4991.86 12" INV OUT (W) = 4988.31 SUMP DEPTH = 1.50' INLET-11 STA 7+49.06, 16.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLETGRATE @ FL = 4991.86 12" INV OUT (E) = 4988.38 SUMP DEPTH = 1.50' SD-13 INSTALL NEW 48" Ø MANHOLE STA 10+06.79, 8.00' RTRIM ELEV = 4989.66 15" INV IN (S) = 4986.98 12" INV IN (E) = 4987.18 15" INV OUT (W) = 4986.98 SUMP DEPTH = 1.50' SD-15 INSTALL NEW 48" Ø MANHOLE STA 9+25.61, 8.00' RT RIM ELEV = 4989.60 15" INV IN (W) = 4987.2115" INV IN (S) = 4987.21 15" INV IN (E) = 4987.22 15" INV OUT (N) = 4987.21 SUMP DEPTH = 1.50' SD-16 INSTALL NEW 48" Ø MANHOLE STA 7+49.06, 8.00' RT RIM ELEV = 4992.16 12" INV IN (W) = 4988.27 12" INV IN (E) = 4988.2815" INV OUT (N) = 4988.07 SUMP DEPTH = 1.50' SD-10 INSTALL NEW 48" Ø MANHOLE STA 9+03.72, 8.00' RTRIM ELEV = 4990.54 15" INV IN (S) = 4987.32 12" INV IN (W) = 4987.50 15" INV OUT (N) = 4987.28 SUMP DEPTH = 1.50' SD-09 INSTALL NEW 48" Ø MANHOLE STA 10+28.50, 8.00' RT RIM ELEV = 4988.86 15" INV IN (S) = 4986.36 12" INV IN (W) = 4986.56 12" INV IN (E) = 4986.57 15" INV OUT (N) = 4986.36 SUMP DEPTH = 1.50' OUT-03 STA 9+03.72, 45.00 LT INSTALL NEW 48" Ø POND OUTFLOW STRUCTURERIM = 4990.51 OUTFLOW INV = 4990.40 12" INV OUT (E) = 4987.73 SUMP DEPTH = 1.50' OUT-06 STA 5+05.53, 44.00 RT INSTALL NEW 48" Ø POND OUTFLOW STRUCTURE RIM = 4989.20 OUTFLOW INV = 4988.2012" INV OUT (N) = 4986.95 SUMP DEPTH = 1.50' INLET-08STA 10+06.79, 16.50 RT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4989.30 12" INV OUT (W) = 4987.20 SUMP DEPTH = 1.50'CANTER AVESOUTHBRIDGE DRSOUTH 19TH AVE120' R.O.W.(LANDSCAPED BLOCK FRONTAGE)N0°41'17"W 1170.06' (M)N00°35'25"E 1170.16' (R)76.00 LF 43"x 26" CL. IV RCP ARCH @ 1.70% FET INV IN = 4992.90 FET INV OUT = 4991.61 65.25 LF 43"x 26" CL. IV RCP ARCH @ 1.84%FET INV = 4985.72 RICHLAND DRIVEGRAYHAWK WAYSTEELHEAD DRIVEPERDIGON WAY FET INV = 4986.81 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C300 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:LEE HAGEMAN ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA CW GRADING PLAN (3 OF 6) 5659.011 16 C303 RSP LRH MEE 03/15/2023 MATCH LINE C301 MATCH LINE C304MATCH LINE C305 01/18/2023 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 TH-1 DESIGN MAX WATER SURFACE ELEV = 4990.40 BASIN BOTTOM ELEV = 4989.00 MAX WATER DEPTH = 1.4 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 1,013 CF SEE DETAIL 1 ON SHEET C1204 1 SURFACE RETENTION TH-2 DESIGN MAX WATER SURFACE ELEV = 4990.40 BASIN BOTTOM ELEV = 4989.00 MAX WATER DEPTH = 1.4 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 1,013 CF SEE DETAIL 1 ON SHEET C1204 2 SURFACE RETENTION BASIN B-1 DESIGN MAX WATER SURFACE ELEV = 4988.20 BASIN BOTTOM ELEV = 4986.70 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 4,724 CF SEE DETAIL 1 ON SHEET C1204 3 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 4 1 2 3 4 4 4 11 4 1 1 2 1 4 4 1 1 3 3 4 7 7 7 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.MASTER SITE PLAN MARCH 2023 30 6015300 SCALE IN FEET