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HomeMy WebLinkAbout4192025 C601 Overall Grading Plan 2021-05-248''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W.STORMSTORM N77° 01' 5 9 . 3 3 " W 1 0 6 . 8 9 ' N89° 18' 14.00"E 213.54' N89° 18' 14.00"E 293.22' N 3 5 ° 5 5 ' 2 4 . 9 0 "W 1 0 7 . 7 3 '43.84'N2° 42' 42.11"W 53.31'9.47'S23° 00 ' 31 . 43 "E 141 .93 ' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59'S23° 00' 31.43"E 32.59'S23 ° 00 ' 31 .43 "E 67 . 2 7 'R=270.00'L=81.02'Δ=17°11'38"R=270.00'L=27.40'Δ=5°48'54"S0° 00' 00.00"E 125.06'S23° 00 ' 31 . 4 3 "E 64 .09 'WWWWWWWWWWWWWFIRE WS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSWWWWW11 8 6 6 9 6 77 10 4 3 SS 8 77 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W.STORMSTORM N77° 01' 5 9 . 3 3 " W 1 0 6 . 8 9 ' N89° 18' 14.00"E 213.54' N89° 18' 14.00"E 293.22' N 3 5 ° 5 5 ' 2 4 . 9 0 "W 1 0 7 . 7 3 '43.84'N2° 42' 42.11"W 53.31'9.47'S23° 00 ' 31 . 43 "E 141 .93 ' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59'S23° 00' 31.43"E 32.59'S23 ° 00 ' 31 .43 "E 67 . 2 7 'R=270.00'L=81.02'Δ=17°11'38"R=270.00'L=27.40'Δ=5°48'54"S0° 00' 00.00"E 125.06'S23° 00 ' 31 . 4 3 "E 64 .09 ' FUTURE BUILDINGS (NOT IN PROJECT) 30.00' WIDE PUBLIC WATER & SEWER EASEMENT 4743 EX 42.29 EX 42.37 -1.50%43.08 43.35 -1. 2 5 % 4741 47 4 3 474 3 4742 4743 47424743-2.50% -3.8 4 % 4740 4741 4744474347 4 1474247434743474447424 7 4 1 4742 4740 4740 4740 4739 4742 474247414740  VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C600 OVERALL GRADING PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Jun/04/2021 REVISIONS 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 BOULDER CREEK APARTMENTS 4192.025 MONTANA OVERALL GRADING PLAN C601 CMS CMS MEE 8/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 12/21/2021CMS BOZEMAN Know what's below. before you dig.Call R Know what's below. before you dig.Call R GRAPHIC SCALE 0 (IN FEET) 15 301530 1 INCH = 30 FT THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT.ABIGAIL LANEGENERAL NOTES 1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER, CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS. MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTED COVERS. 2.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARE TOP BACK OF CURB (TBC) AND TOP OF SIDEWALK ELEVATIONS. SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAIN EDGE OF GUTTER (EG) ELEVATION AT THE ASPHALT/GUTTER LINE. 3.GRADE BREAK LINES (SEE LEGEND): USE STRAIGHT-LINE INTERPOLATION TO DETERMINE FINISHED GRADE ELEVATIONS BETWEEN INDICATED SPOT ELEVATIONS. T CATCH CURB SPILL CURB TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC EDGE OF GUTTER ELEVATIONEG LEGEND GRADE BREAK LINE (SEE NOTE 3) 18 PLEX FFE = 4744.10 12 PLEX FFE = 4742.80 12 PLEX FFE = 4742.30 EXCAVATE TO NATIVE GRAVELS. BACKFILL W/ 3"-6" ROUND STONE 6" DEEP SWALE @ 1.3% SWALE OUT: 4739.2 SWALE IN: 4738.5 TEMPORARY 6" DEEP SWALE @ 1.3%. SEE DETAIL 7/C050 FUTURE RETENTION POND #3 FUTURE FINISHED GRADE CONTOURS TEMPORARY 3'X3' RIP RAP PAD TEMPORARY 6" DEEP SWALE @ 1.3% TO EXISTING RETENTION POND SWALE BTM: 4742.11 PROPOSED RETENTION POND #2 VOLUME 1,471 CF TOP OF POND 4739.7 BOTTOM OF POND 4737.7 SIDE SLOPES 4:1 8/10/20 SWALE INTO POND AT 4739.2 3 3 3