HomeMy WebLinkAbout013 Existing Topography and Demolition PlanPROJECT SURVEY CONTROL (LDP)Point #123206Northing (IFT)120214.78120286.24120159.52120189.68Easting (IFT)379873.82379764.53379626.96379517.60Elevation (USSF)4816.774813.274810.864808.94DescriptionCP /MAG-NAILCP /MAG-NAILCP /MAG-NAILPC /FND2"ACR 4955 R.W. ALLENPROJECT SURVEY CONTROL (LDP)Point #123206Northing (IFT)120214.78120286.24120159.52120189.68Easting (IFT)379873.82379764.53379626.96379517.60Elevation (USSF)4816.774813.274810.864808.94DescriptionCP /MAG-NAILCP /MAG-NAILCP /MAG-NAILPC /FND2"ACR 4955 R.W. ALLENFOR SP2 REVIEWNORTH020SCALE: 1" = 20'401020SITE 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.FILE:
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DRAWING HISTORY
DATE DESCRIPTION
SECTION 12, TOWNSHIP 02S, RANGE 05E
EXISTING TOPOGRAPHY AND DEMOLITION PLAN
STOCKMAN BANK DRIVE-THROUGH
SPRINGBROOK ADD LOTS 1-12, 16 E 20' OFF LOT 17 BLK 2 CONDO MASTER
BOZEMAN, MTC2.0RPE
22056_EX_PROD.DWG
DME
08/11/2022 100% CD
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22056