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HomeMy WebLinkAboutCS-200ExistingTopography&DemoNORTH 0 30 SCALE: 1" = 30' 601530 EXISTING TOPOGRAPHY & DEMO CS-200 CATCH BASIN SIGN POWER POLE WATER VALVE FIRE HYDRANT LEGEND GUYWIRE SANITARY SEWER MANHOLE TELECOMMUNICATION BOX FIBER OPTIC GAS PIPELINE OVERHEAD POWER SANITARY SEWER STORM DRAIN WATER FENCE - BARBWIRE CURB AND GUTTER EDGE OF ASPHALT EDGE OF GRAVEL EXISTING GENERAL NOTES: 1.EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE, AND TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. 2.ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 7TH EDITION, FEBRUARY, 2021, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. 3.UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. SITE DEMOLITION NOTES: 1.ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE APPROXIMATE AND THE PROJECT DRAWINGS MAY NOT INCLUDE ALL EXISTING FEATURES WITHIN THE PROJECT BOUNDARIES. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE SITE PRIOR TO BIDDING AND CONSTRUCTION TO BECOME FAMILIAR WITH THE EXISTING SITE FEATURES AND CONDITIONS. IF DISCREPANCIES ARE FOUND BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER FOR CLARIFICATION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARY TO COMPLETE THE PROPOSED WORK INCLUDING DEMOLITION, RIGHT-OF-WAY AND ENVIRONMENTAL PERMITS. 3.ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BE COORDINATED WITH THE APPLICABLE UTILITY 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 REMOVED AND PROPERLY DISPOSED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. ALL BUILDING BASEMENTS TO BE FILLED IN PER THE PROJECT GEOTECHNICAL REQUIREMENTS. 5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER, PUBLIC SIDEWALK AND PAVEMENT MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY TO BE RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINES SHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION. 6.ALL EXISTING UNDERGROUND PIPE SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED. ALL SEVERED PIPE ENDS ABANDONED IN PLACE SHALL BE PLUGGED WITH WATER TIGHT CAPS. ANY EXISTING PIPING WITHIN THE PROPOSED BUILDING AREA SHALL BE REMOVED & DISPOSED. 7.ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND COMPACTED IN A CONTROLLED MANNER PER THE PROJECT GEOTECHNICAL REQUIREMENTS. INCLUDES BUILDING BASEMENT AREAS. SEE REQUIREMENTS IN THE GEOTECHNICAL REPORT. 20400.00PROJ. NO. DATE:2021-0715 © DRUMBEAT SITE PLAN CD SET SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: INDUSTRY BOZEMAN 650 South 500 West Salt Lake City, UT 84101 www.drumbeat.us www.qfactorsolutions.com TECHNOLOGY WAYBOZEMAN, MT 59718106 E BABCOCK, SUITE L1 Bozeman, MT 59715 www.sandersonstewart.comDEMO AREA LOT LINE CONTOUR