HomeMy WebLinkAbout030 - C2.0 - EXISTING TOPOGRAPHY & DEMO PLANPROJECT SURVEY CONTROLPoint #123456Northing119853.15119979.02119996.45119997.24119844.17119919.43Easting385392.33385396.70385255.59385148.58385227.65385160.75Elevation4808.954808.964808.814809.054810.704811.85DescriptionCP / 1.5"ACRSSCNTLMONCP / MAG-NAILCP / MAG-NAILCP / MAG-NAILCP / 1.5"ACRSSCNTLMONCP / MAG-NAILCP#5CP#3CP#4CP#6SP SUBMITTALNORTH
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PROJECT NO:
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DRAWING HISTORY
DATE DESCRIPTION
702 EAST MAIN STREET
EXISTING TOPOGRAPHY & DEMO PLAN
702 EAST MAIN
SITE RE-DEVELOPMENT
BOZEMAN, MT 59715C2.0BE
23028_EXISTING_PROD.DWG
JZ/KA
11/21/23 1ST SP SUBMITTAL
02/15/24
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23028010SCALE: 1" = 10'20510SITE DEMOLITION NOTES:1.ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE APPROXIMATE AND THE PROJECT DRAWINGSMAY NOT INCLUDE ALL EXISTING FEATURES WITHIN THE PROJECT BOUNDARIES. THE CONTRACTOR SHALL THOROUGHLYREVIEW THE SITE PRIOR TO BIDDING AND CONSTRUCTION TO BECOME FAMILIAR WITH THE EXISTING SITE FEATURES ANDCONDITIONS. IF DISCREPANCIES ARE FOUND BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THE CONTRACTORSHALL CONTACT THE PROJECT ENGINEER FOR CLARIFICATION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARY TO COMPLETE THEPROPOSED WORK INCLUDING DEMOLITION, RIGHT-OF-WAY AND ENVIRONMENTAL PERMITS.3.ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BE COORDINATED WITH THE APPLICABLEUTILITY PROVIDERS AND PERFORMED IN ACCORDANCE TO THEIR RESPECTIVE STANDARDS AND SPECIFICATIONS.4.ALL EXISTING BUILDINGS, ASPHALT, CONCRETE AND OTHER EXISTING FACULTIES WITHIN THE “DEMO. AREA” TO BE REMOVEDAND PROPERLY DISPOSED IN ACCORDANCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS.5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER, PUBLIC SIDEWALK AND PAVEMENT MARKINGSWITHIN THE PUBLIC RIGHT-OF-WAY TO BE RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINESSHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION.6.ALL EXISTING UNDERGROUND PIPE SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED. ALL SEVERED PIPE ENDSABANDONED IN PLACE SHALL BE PLUGGED WITH WATER TIGHT CAPS. ANY EXISTING PIPING WITHIN THE PROPOSED BUILDINGAREA SHALL BE REMOVED & DISPOSED.7.ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND COMPACTED IN A CONTROLLEDMANNER PER THE PROJECT GEOTECHNICAL REQUIREMENTS. INCLUDES BUILDING BASEMENT AREAS. SEE REQUIREMENTS INTHE GEOTECHNICAL REPORT.8.CONTRACTOR TO ESTABLISH TYPE OF GATES, ACCESS TO FENCES, AND LOCATION OF GATES TO THE RESPECTIVE STAGINGAREAS AT THEIR OWN DISCRETION.