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HomeMy WebLinkAbout019 SE GRADING PLAN (6 OF 6)49 95 5 0 0 0499 4 49 9 6 49 9 7 49 98 4 9 9 9 5 0 0 1 LOT 2 1.12 acs. LOT 21.10 acs. PARK 30.19 acs. LOT 11.09 acs. PARK 1 1.95 acs. BLOCK 8 BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBT 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 BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBT BTBTBTBTBTBTBT BT BT BT BT BT BT BT BT 8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYHDYHDYH8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WB B B B8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S S S 8S 8S 8S 8S 8S 8SS S S S S 8S8S8S8S8S8S8S8SS8S8S8S8S8S8S8S 8S8S8S8SS S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> D D SDD D S S 16014144996.248CS16014154996.781BO16014154996.781BO WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSS S W W W 3+004+005+006+007+008+009+0010+0010+680+00 1+00 2+00 3+00 223.15 LF 15" HP STORM @ 0.60%138.72 LF 15" HP STORM @ 0.60% 63.59 LF 15" HP STORM @ 0.60% 30.00 LF 15" HP STORM @ 0.50% INLET-16 STA 9+09.66, 16.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLETGRATE @ FL = 4995.72 15" INV OUT (S) = 4992.47 SUMP DEPTH = 1.50' SD-25INSTALL NEW 48" Ø MANHOLE STA 3+19.22, 8.00' RT RIM ELEV = 4995.14 15" INV IN (S) = 4989.77 15" INV OUT (N) = 4989.77 SUMP DEPTH = 1.50' SD-C-27 STA 8+42.07, 16.50 RT INSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4996.16 15" INV IN (E) = 4991.94 15" INV OUT (W) = 4991.94 SUMP DEPTH = 1.50' SD-C-28 STA 9+09.66, 16.50 RT INSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4995.72 15" INV IN (N) = 4992.32 15" INV OUT (W) = 4992.32 SUMP DEPTH = 1.50' SD-26INSTALL NEW 48" Ø MANHOLE ALDER CREEK DR. STA 6+99.60, 8.00' RT STREET A STA 0+92.07, 8.00' RT RIM ELEV = 4997.39 15" INV IN (E) = 4991.11 15" INV OUT (N) = 4991.11SUMP DEPTH = 1.50' ALDER CREEK DR S88°58'29"W 1260.07' 112.00 LF 24" 28"x 18" CL. IV RCP ARCH @ 1.31% INV IN = 4994.80 INV OUT = 4993.33 FET INV = 4996.11 FET INV = 4996.18 36.26 LF 15" A-2000 PVC W/ RCP FET @ 2.59% 21.85 LF 15" A-2000 PVC W/ RCP FET @ 0.36% 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 SE GRADING PLAN (6 OF 6) 5659.011 19 C306 RSP LRH MEE 03/15/2023 2 MATCH LINE C304 MATCH LINE C30501/18/2023 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 P-3 DESIGN MAX WATER SURFACE ELEV = 4996.20 BASIN BOTTOM ELEV = 4994.80 MAX WATER DEPTH = 1.4 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 433 CF SEE DETAIL 1 ON SHEET C1204 1 1 2 3 1 3 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. PROPOSED STORM DRAINAGE DITCH (ARROWS DENOTE STORM DRAINAGE DIRECTION ) RELOCATE EXISTING RCP FET TO END OF EXTENSION SHOWN REMOVE EXISTING 15" PVCPIPE & RELOCATE FET TO END OF NEW PIPE ROTATE AND/OR REPLACE EXISTING OUTLET STRUCTURE WITH SIMILARTO REROUTE OUTLET TO NEW OUTFALL AS SHOWN EXISTING POND OUTLET STRUCTURE TO REMAIN 30 6015300 SCALE IN FEET MASTER SITE PLAN MARCH 2023