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HomeMy WebLinkAbout032 C300 OVERALL SITE PLAN'.N77° 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 =27 0.00'L=2 7.4 0'Δ =5°4 8'5 4 "S0° 00' 00.00"E 125.06'S0° 00' 00.00"E 120.01'R =3 3 0 .0 0 'L =6 5 .9 3 'Δ =11 °2 6 '5 1 "R=330.00'L=10.70'Δ=1°51'25"S23° 00' 31.43"E 64.09'S23° 00' 31.43"E30.00'15' FRONTYARDSETBACK10' P.U.E.10' P.U.E.20' REARYARDSETBACK10' SIDEYARDSETBACKABIGAIL LANEEXISTING LOTLINE3 SPACES25.00'7' WIDECONCRETEWALKEXISTINGRETENTIONPOND TO BE INSTALLEDDURING PHASE 19.00'9.00'24.00'18.50'18.50'9.00''.N77° 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 =27 0.00'L=2 7.4 0'Δ =5°4 8'5 4 "S0° 00' 00.00"E 125.06'S0° 00' 00.00"E 120.01'R =3 3 0 .0 0 'L =6 5 .9 3 'Δ =11 °2 6 '5 1 "R=330.00'L=10.70'Δ=1°51'25"S23° 00' 31.43"E 64.09'S23° 00' 31.43"E30.00'46TVISIONCLEARANCETRIANGLE32.00' WIDE PUBLIC WATER & SEWER EASEMENT18.50'10.00' UTILITYEASEMENT (TYP)10' P.U.E.26.00'18.50'18.50'R46.50'R3.50'R3.50'R3.50'R3.50'R3.00'R4.00'R4.00'R3.50'R3.50'R3.50'R3.50'R3.50'R2.50'R3.50'R4.00'R4.00'R2.50'R3.50'R3.50'R3.50'R4.50'R3.50'7.00'12.00'7.00'7.00'7.00'12.00'7.00'5.00'7' WIDE CONCRETE WALK7' WIDE CONCRETE WALK27.00'PROPOSEDRETENTIONPOND15.00'FRONTYARDSETBACK8.00'24.00'EXISTING5' WIDE CONCRETE WALKEXISTING ASPHALTTO BE INSTALLEDDURINGPHASE 112.00'R3.50'5.00'5' WIDECONCRETE WALK11.00'5.00'9.00'5.00'18.50'24.00'18.50'R3.50'10.00'FRONT YARDSETBACKPROPOSEDBOUNDARYRELOCATION49.50'159.66'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATEDAPRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORECOMPLETE DEPICTION OF EXISTING CONDITIONS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTEDMARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OROWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONGTANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANYCURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OFONE-EIGHTH INCH (1/8").8.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 EXPANSIONJOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THEOWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (ASREQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCEOF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATHCURB AND GUTTER SHALL BE SIX INCHES (6").12.THE BLOCK FRONTAGE CLASSIFICATION FOR THIS DEVELOPMENT IS LANDSCAPED.GENERAL NOTES:NOTES BY SYMBOL:TRASH ENCLOSURE: REFER TO DETAIL 7 ON C070.1254678= NUMBER OF PARKING SPACES IN ROW OR GROUPXTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.BICYCLE PARKING CONCRETE PAD WITH 3 U-STYLE BIKE RACKS:SEE 5/C070 FOR CONSTRUCTION DETAILS.3SAWCUT AND REMOVE EXISTING CURB AND SIDEWALK ANDINSTALL NEW DRIVEWAY APPROACH PER C.O.B. STD DETAIL02529-11.ACCESSIBLE PARKING SIDEWALK RAMP AND PAVEMENTMARKINGS: REFER TO DETAIL 5 ON SHEET C060.BOULEVARD STYLE PEDESTRIAN RAMP: REFER TO DETAIL 6ON SHEET C060.STAMPED CONCRETE PEDESTRIAN CROSSING: REFER TODETAIL 7 ON SHEET C060.ACCESSIBLY PARKING PAVEMENT MARKING SYMBOL: REFERTO DETAIL 3 ON SHEET C070.INSTALL NEW POST MOUNTED VAN ACCESSIBLE PARKINGSPACE SIGN ASSEMBLY: REFER TO DETAIL 1 & 2 ON SHEETC070.9INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKINGWITH FOUR INCH (4") YELLOW PAINT AT THIRTY DEGREE (30°)ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTER.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 C300 OVERALL SITE 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 SITE PLAN11C300 CMSCMSMEE08/202 2REVISION 2 - DRC COMMENTS2/12/2021CMSBOZEMANKnow what'sbelow.before you dig.CallRKnow what'sbelow.before you dig.CallR336.00'11BUILDING 112 PLEXBUILDING 218 PLEXBUILDING 318 PLEX9.33'7.05'112244887777992204010200SCALE IN FEETPHASE 2PHASE 14910662981063831SNOW STORAGE LOCATIONSOPEN SPACE6,108 SF