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035 C600 OVERALL GRADING PLAN
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 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''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W'.STORMSTORMN77° 01' 59.33"W 106.89'N89° 18' 14.00"E 213.54'N89° 18' 14.00"E 293.22'N35° 55' 24.90"W 107.73'43.84' N2° 42' 42.11"W 53.31' 9.47'S23° 00' 31.43"E 141.93'N90° 00' 00.00"W 391.12'N90° 00' 00.00"W 391.12'S23° 00' 31.43"E32.59'S23° 00' 31.43"E 67.27'R =2 7 0 .0 0 'L =8 1.0 2 'Δ =17 °1 1 '3 8 "R=2 7 0.00'L=27.4 0'Δ =5°4 8'5 4"S0° 00' 00.00"E 125.06'R =3 3 0 .0 0 'L =6 5 .9 3 'Δ =1 1 °2 6 '5 1 "S23° 00' 31.43"E 64.09'S23° 00' 31.43"E30.00'10' SIDEYARDSETBACK4741474247408''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 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''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W'.STORMSTORMN77° 01' 59.33"W 106.89'N89° 18' 14.00"E 213.54'N89° 18' 14.00"E 293.22'N35° 55' 24.90"W 107.73'43.84' N2° 42' 42.11"W 53.31' 9.47'S23° 00' 31.43"E 141.93'N90° 00' 00.00"W 391.12'N90° 00' 00.00"W 391.12'S23° 00' 31.43"E32.59'S23° 00' 31.43"E 67.27'R =2 7 0 .0 0 'L =8 1.0 2 'Δ =17 °1 1 '3 8 "R=2 7 0.00'L=27.4 0'Δ =5°4 8'5 4"S0° 00' 00.00"E 125.06'R =3 3 0 .0 0 'L =6 5 .9 3 'Δ =1 1 °2 6 '5 1 "S23° 00' 31.43"E 64.09'S23° 00' 31.43"E30.00'EWEWEWEWEWEWEWEWEWEWEWEWSFIRE FIREEWSWSWS WSSS SVCESESESESESESESESESESESESESESESESESESEWEWEWEWEWEWESSphase 1phase 2SDFIREFIREWSWSESSSDT41.7341.7142.0342.4143.0942.9742.9742.9743.1142.7042.5742.5542.7542.8042.9243.0942.9742.9743.0843.4443.5243.6442.6342.4642.4342.4342.4942.6241.2940.8940.6740.4341.2941.4841.5041.5341.3842.0342.2541.8541.1941.4241.3241.1740.9340.8842.0242.0642.1242.2643.0842.8642.8642.8643.0842.3542.2342.1442.1342.0041.8241.8241.9441.7941.6541.5941.4741.4141.4641.5541.6742.4542.3342.2442.3842.5742.6942.4542.2742.0941.3041.71-1 .50% -2 .48%-1.50% -4 .84%-1.50% -7 .29%-0.00%-0.99%41.12-1.18%-1.18%-1.00% -2. 1 4 % -1. 7 3 % -2.10%-1.62%-2.44%-1.85%-1.54%-1.41%-1.96%-1.00%1.00%-1.50%-1.80%-1.50%-3.87%-1.96%-1.50% -1.49% -1.50%-3.19% -3.04% -5.12%41.02-1.51%-2.03%-1.58% -1.97% - 1 . 8 4%-1.60%-1.85%-1.85%-1.2 7 % -1.2 7 % -1.1 2 % -1.1 2 %-1.35%-1.35%-1 . 1 2 %-1.73%-1.65%-1.65%-1. 9 9 %-1.65%-1 .00% -1 .00% -2 .04%-1.01%-1.50%-1.50%-3.44%47 4 2 47434743 47 4 4 474447424740474347 4 1 47 3 9 4742 4742GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.12 PLEXFFE = 4742.80OPEN SPACE6,108 SFABIGAIL LANEGENERAL NOTES1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER,CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS.MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSEINDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, ANDTHOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTEDCOVERS.2.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARETOP BACK OF CURB (TBC) AND TOP OF SIDEWALK ELEVATIONS.SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAINEDGE OF GUTTER (EG) ELEVATION AT THE ASPHALT/GUTTER LINE.3.GRADE BREAK LINES (SEE LEGEND): USE STRAIGHT-LINEINTERPOLATION TO DETERMINE FINISHED GRADE ELEVATIONSBETWEEN INDICATED SPOT ELEVATIONS.TCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGLEGENDGRADE BREAK LINE (SEE NOTE 3)EXISTING PAVEMENT &CURB (PHASE 1)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\PHASE 2\4192025 C600 OVERALL GRADING PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Sep/29/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOULDERS CREEK APARTMENTS PHASE 24192.025MONTANAOVERALL GRADING PLAN16C600 CMSCMSMEE08/202 2REVISION 2 - DRC COMMENTS2/12/2021CMSBOZEMAN18 PLEXFFE =4744.1018 PLEXFFE =4744.00CONCRETE SWALESEE DETAIL 5/C050CURB INLET 2TBC: 41.56INV OUT (W): 39.50CONCRETESWALEPROPOSEDRETENTION PONDVOLUME: 634 CFTOP OF POND: 4741.25BOTTOM OF POND: 4739.75CONCRETESWALECONCRETE SWALE@ 1% SLOPEEXISTING RETENTION POND #2VOLUME 1,471 CFTOP OF POND 4740.5BOTTOM OF POND 4739.0SIDE SLOPES 4:114.5 LF OVERFLOW 15" @ 2.5%INV. OUT ±4740.89 INCLUDINGFETS AT EACH END SEEDETAIL 6/C050