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HomeMy WebLinkAbout4192025 C600 Overall Grading Plan 2021-05-248''W8''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''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSSTORM STORM T STORM STORM8''W8''W8''W8''W8''WN90° 00' 00.00"W 391.12' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59' N90° 00' 00.00"E 368.21' N23° 00' 31.43"W 12.77'N11° 12' 45.64"W 130.85'N11° 12' 45.63"W 90.42'S0° 43' 38.03"W 66.41'N0° 43' 38.02"E 557.51'N0° 00' 00.00"E 63.01'R=330.00'L=93.33'Δ=16°12'13"R=330.00'L=39.20'Δ=6°48'19"S23° 0 0 ' 3 1 . 43 "E 112 .12 ' S23° 00' 31.43"E 32.59'S23° 0 0 ' 3 1 .43 "E 67 .27 'S23° 00 ' 31 .43 "E 4 8 . 34 'R=270.00'L=2 6.46'Δ=5°36'54 " R=270.00' L=7.16' Δ=1°31'13"N0° 00' 00.00"E 63.01'N90° 00' 00.00"E 90.19' N0° 00' 00.00"E 3.39' N90° 00' 00.00"E 64.50' S0° 00' 00.00"E 3.30' S89° 58' 04.16"E 85.54' N86° 58' 55.72"E 30.35' N78° 49' 46.19"E 20.98'S11° 13' 48.14"E49.73'N78° 49' 28.94" E 72.00' WS WS WS W W W W W W W W W W W W WWWSWSFIREFIREWSWSFIREFIREFIRE WS SSSSSSSSSSWWWWWW11 SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SS SS FIRE FIRE FIRE DYHSD 8''W8''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''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSSTORM STORM T STORM STORM8''W8''W8''W8''W8''WN90° 00' 00.00"W 391.12' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59' N90° 00' 00.00"E 368.21' N23° 00' 31.43"W 12.77'N11° 12' 45.64"W 130.85'N11° 12' 45.63"W 90.42'S0° 43' 38.03"W 66.41'N0° 43' 38.02"E 557.51'N0° 00' 00.00"E 63.01'R=330.00'L=93.33'Δ=16°12'13"R=330.00'L=39.20'Δ=6°48'19"S23° 0 0 ' 3 1 . 43 "E 112 .12 ' S23° 00' 31.43"E 32.59'S23° 0 0 ' 3 1 .43 "E 67 .27 'S23° 00 ' 31 .43 "E 4 8 . 34 'R=270.00'L=2 6.46'Δ=5°36'54 " R=270.00' L=7.16' Δ=1°31'13"N0° 00' 00.00"E 63.01'N90° 00' 00.00"E 90.19' N0° 00' 00.00"E 3.39' N90° 00' 00.00"E 64.50' S0° 00' 00.00"E 3.30' S89° 58' 04.16"E 85.54' N86° 58' 55.72"E 30.35' N78° 49' 46.19"E 20.98'S11° 13' 48.14"E49.73'N78° 49' 28.94" E 72.00' 10' FRONTYARD SETBACK 15' FRONTYARD SETBACK 10' P.U.E. 10' P.U.E. 10' P.U.E. 20' REARYARD SETBACK 10' SIDEYARD SETBACK 50' WATER COURSE SETBACK 60' RIGHT OF WAY 60' RIGHT OF WAY 10.00' UTILITY EASEMENT (TYP) 48.48 48.84 48.84 48.29 46.50 46.39 47.65 47.24 -1.94%-3.45% -1 .6 1% -1 .56%-1.76%-1. 7 6 % -2. 2 0 % - 2 . 8 3% -3.5 3 % - 2 .69% -1.32 % -3.15%-3.72%48.29 48.4047.54 47.17 47.13 45.74 45.6844.74 45.5343.70 44.49 45.30 -1.50%-4.89%-1.50%-3.72%-1.50%-0.05%-0.80%48.22 47.70 47.97 47.45 47.80 47.65 48.05 47.76 47.92 -1.09% 48.58 -1.03% 47.66 46.97 -1.83%-1.59%-12.74%-24.0 0 %-4.35%-5.96%44.63 43.80 44.15 45.23 45.4945.28 45.00 -1.98%46.45 45.89 45.60 45.60 45.88 46.00 45.65 45.6145.72 44.00 44.48 44.05 43.72 43.84 45.39 45.68 45.95 46.68 -1.50%-2.30% -1.32 %-1.65%-1.65% -1. 8 6% 4743 4744 4745 474547444746 4747 4745-0.22%EX 42.29 EX 42.37 -0.22%-1.50%EX 43.51 EX 43.58 47474748 4749 4748 4747 4749 474847474746-15.77% 47454744474 3 474643.08 43.35 -1.2 5 % 47 4 547444744 4745 474 3 4742 -1.86% 4746 4747474647464745-1.50%-3.30% 4743 4744 474547454744 4743 4742 45.50 47.9747.82 47.82 4747 4747 47474746 -2 . 5 5%   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 C600 CMS CMS MEE 8/2020 1 REVISION 1 - C.O.B. DRC REVIEW 12/17/2020CMS 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. SHERWOOD WAY 18 PLEX FFE = 4750.00 12 PLEX FFE = 4748.15 OPEN SPACE 1,967 SF FUTURE BLDG SITE (NOT IN PROJECT) EX STREAM CENTERLINE PROPOSED LOT LINE ABIGA IL LANE GENERAL 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) 12 PLEX FFE = 4746.75 RETENTION POND VOLUME 1,138 CF TOP OF POND 4743.1 BOTTOM OF POND 4741.1 SIDE SLOPES 4:1 EXCAVATE TO NATIVE GRAVELS. BACKFILL W/ 3"-6" ROUND STONE2' TALL BERM SIDE SLOPES 4:1 RIP RAP PAD 18.8LF OF 15" PVC STORM DRAIN @ 0.5% INCLUDING FETS STORM DRAIN INLET SEE DETAIL 1/C050 RIM: 43.33 INV IN (E) 41.32 INV OUT (NW) 41.32 198 LF OF 12" PVC STORM DRAIN @ 0.5% STORM DRAIN INLET SEE DETAIL 1/C050 RIM: 44.04 INV OUT (W) 42.31 12" WIDE X 6" DEEP CONC. SWALE SEE DETAIL 5/C050 12" WIDE X 6" DEEP CONC. SWALE SEE DETAIL 5/C050 12" WIDE X 6" DEEP CONC. SWALE SEE DETAIL 5/C050 CONSTRUCT 6" DEEP SWALE SEE DETAIL 7/C050 TEMPORARY 3'X3' RIP RAP PAD TEMPORARY 6" DEEP SWALE @ 1.5% TO EXISTING RETENTION POND END OF PAVEMENT & CURB PHASE 1 32 LF OVERFLOW 15" @ 0.5% INV. OUT ±4742.6 INCLUDING FETS AT EACH END SEE DETAIL 6/C050 8/10/20 12" WIDE X 6" DEEP CONC. SWALE SEE DETAIL 5/C050 3