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HomeMy WebLinkAboutSite A _ C301 Overall Site PlanS83°52'34"W 200.48'S0°18'43"E 196.42'S89°41'43"W27.21'N0°00'00"E 26.91'N90°00'00"E25.13'N76°44'45"E 70.60'S75°49'16"E 22.12'N90°00'00"W28.49'24.00' 24.00' 40.00' 18.50' 18.50' 25.00' 24.00 9.00' (TYP.) 5.00'12.00' 24.50'18.50' R2.50'R2.50'R2.50' R11.50'R2.50'R2.50'R2.50' R2.50' R11.50' R2.50'R2.50'R2.50'R2.50' R2.50' R2.50'R2.50' R2.50'R2.50' R11.50' R2.00' R10.00' R112.50' R24.95' R2.50' 5.00' 9 1010 8 55 16 14 8 8 6 7 88 R15.00'R25.00' R15.00' R11.50' R4.00' R11.50' R4.00' R11.50' R15.00' R4.00' R2.50' R9.50' R2.50' R30.00' R4.00' R2.50' R11.50' R2.50' R11.00' 5.00' R1.50' R42.95' R1.50' © 2880 Technology Blvd. W. Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DRAWN BY: CHK'D. BY: APPR. BY: DATE: Q.A. REVIEW DATE: BY: COPYRIGHT MORRISON-MAIERLE, INC.,2021 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REVISIONS DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\Site Plans\Building-A\Everhome\Sheets\3638.009 C300 Overall Site Plan.dwg Plotted by cody bender on Aug/11/2021 engineerssurveyorsplannersscientistsengineerssurveyorsplannersscientists 3638.009 4 C301 BOZEMAN MONTANA CMS JAU JAU 08/2021 EVERHOME HOTEL OVERALL SITE PLAN SITE "A" BOZEMAN GATEWAY PUD 20 4010200 SCALE IN FEET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF 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, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND 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 NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). NOTES BY SYMBOL: 1 2 STAMPED CONCRETE PEDESTRIAN CROSSING: REFER TO DETAIL 11 ON SHEET C700 FOR CONSTRUCTION DETAILS SNOW STORAGE AREA PILE Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. FUTURE SITE PROPOSED 3' VALLEY GUTTER TECHNOLOGY BLVD WEST AND UTILITIES SHOWN IN SEPARATE INFRASTRUCTURE PLANS 3 NON RESIDENTIAL DRIVEWAY APPROACH CITY OF BOZEMAN STD DRAWING NO: 02529-12 3 2 2 2 2 1