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HomeMy WebLinkAbout005 Parking PlanS0°02'56"W515.88' N0°00'00"E 228.57'S89°57'07"E149.49'S89°57'07"E264.93'19152179.00'18.00'24.00'9.00'18.50'9.00'24.00'9.00'18.00'8.00'30.00'18.00'R4.00'R4.00'R4.00'R14.00'R14.00'R14.00'R4.00'R4.00'R8.00'R4.00'R4.00'R4.00'R4.00'R14.00'R4.00'R14.00'R4.00'R4.00'R8.00'R14.00'18.00'23.98'18.00'9.00'9.00'18.00'5.00'6.00'8.00'6.00'5.00'7.00'7.00'5.00'6.00'6.00'5.005.007.00'9.00'9.00'7.00'50.00' PUBLICACCESS EASEMENT10.00PUE'10.00'PUE'7.00204010200SCALE IN FEETMAILBOX CLUSTERSHARED REFUSE WITH LOT 12PUBLIC ACCESS EASEMENTPROPERTY BOUNDARYPROPERTY BOUNDARYLEGENDPROPOSED CONCRETEEXISTING ASPHALTEXISTING CONCRETEAREA TO BE PAVED1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITIONTHAN 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 AS APPROVED BYAGENCY AND/OR ENGINEER.4.SHEET C100 FOR FOR EXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURBSECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTHOF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.8.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).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:NOTES BY SYMBOL:TRASH ENCLOSURE: REFER TO ARCHITECTURAL DRAWINGSFOR CONSTRUCTION DETAILSBICYCLE PARKING CONCRETE PAD125PATIO/PLAZA AREA: REFER TO ARCHITECTURALDRAWINGS FOR CONSTRUCTION DETAILS436PEDESTRIAN CROSSING: SCORED CONCRETE REFER TODETAIL 2 ON SHEET C503 FOR CONSTRUCTION DETAILSSNOW STORAGE AREA PILE= NUMBER OF PARKING SPACES IN ROW OR GROUPXTRANSFORMER PAD: REFER TO ELECTRICAL DRAWINGS FORCONSTRUCTION DETAILSKnow what'sbelow.before you dig.CallRTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.12233445555567710478910WEST OAK STREETTWIN LAKES AVE ACCESSIBLE PARKING PAVEMENT SYMBOL: REFER TODETAIL 3 ON SHEET C504 FOR CONSTRUCTION DETAILS879ACCESSIBLE PARKING PEDESTRIAN RAMP: REFER TO DETAIL5 ON SHEET C503 FOR CONSTRUCTION DETAILSPEDESTRIAN RAMP-BOULEVARD STYLE: REFER TO DETAIL 6ON SHEET C503 FOR CONSTRUCTION DETAILS10INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKINGWITH FOUR INCH (4") WHITE PAINT AT THIRTY DEGREE (30°)ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTERINSTALL NEW POST MOUNTED ACCESSIBLE PARKING SPACESIGN ASSEMBLY: REFER TO DETAIL 2 ON SHEET C50411888888877999910101110INSTALL DEAD END BARRICADE SIGN ASSEMBLY: REFER TODETAIL 2 ON SHEET C5041212VISION TRIANGLEVISION TRIANGLE44432PROPOSEDSIGNVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:ROSIE NICKELSON ON Apr/29/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleN:\5659\009 NWX BUILDING B SITE PLAN\ACAD\SHEETS\C1.0 OVERALL SITE PLAN.DWG NWX BUILDING I 5659.009BOZEMANMONTANAOVERALL SITE PLAN2C1.0CMSCMSMEE4/12/2022 No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIERVEHICULAR PARKINGPARKING CALCULATIONS:• 22,655 GROSS SF• 19,592 TENANT SF• 13,063 SF COMMERCIAL• 6,529 SF RESTAURANT• B-2MSTANDARD MINIMUM PARKING REQ'D (PER 38.540.050-6)• COMMERCIAL: 13,063 SF / 1000 = 13 x 2 = 26.1 PARKING SPACES• RESTAURANT: 6,529 SF / 1000 = 7.5 x 5 = 32.6 PARKING SPACES• TOTAL PARKING REQ’D = 58.7• STANDARD PARKING REQ'D (per 38.540.050-3)• OFFICE: 9,351 x 85% = 7,948 / 250 = 32 PARKING SPACES• RESTAURANT: INDOOR 4000 SF SERVING AREA / 50 = 80 PARKING SPACES• RESTAURANT: OUTDOOR 200 SF SERVING AREA / 100 = 2 PARKING SPACES• STANDARD PARKING = 114• PARKING PROVIDED = 62BIKE PARKING• 13,063 SF Commercial /1000 = 13• 6,529 SF Restaurant /1000 = x 2.5 = 16• TOTAL BIKE PARKING REQ’D = 29• BIKE PARKING PROVIDED = 32PARKINGPARKING PLAN