HomeMy WebLinkAbout002_C2.0ExistingDemolitionNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEXISTING SITE AND DEMOLITION PLANWESTLAKE PARK IMPROVEMENTSWESTLAKE PARK, BLOCK 1, WESTLAKE'S FOURTH SUBDIVISIONBOZEMAN, MONTANAC2.0 EJS18098_18_EXISTING PROD.DWGALM08/03/211ST SP SUBMITTAL09/27/2212/27/22----2ND SP SUBMITTAL3RD SP SUBMITTAL------18098.180 30
SCALE: 1" = 30'
601530
LEGEND
FIBER OPTIC
UNDERGROUND POWER
STORM DRAIN
WATER
CONTOUR
OVERHEAD POWER
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
EXISTING
PROPERTY BOUNDARY
PROPERTY BOUNDARY
WATER VALVE
BUSH
CONIFEROUS TREE
DECIDUOUS TREE
FOUND CORNER MONUMENT
SIGN
POWER POLE
GUYWIRE
IRRIGATION VALVE
LIGHT POLE
POWER METER
BENCHMARK
FIRE HYDRANT
YARD HYDRANT
EXISTING CURB STOP
STORM DRAIN MANHOLE
BOLLARD
PROJECT DATUM: LOW DISTORTION PROJECTION
COORDINATE SYSTEM (LDP-BOZEMAN) NORTH AMERICAN
DATUM OF 1983
SURVEYED: 04/05/21 BY: SANDERSON STEWART
DEMO AREA
FOUND CORNER MONUMENT AS NOTED
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:
4.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.
5.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.
6.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.
7.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.
8.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.
9.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.
10.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.
FENCE p:\18098_18_westlake_bmx_track_landscape_&_design\CADD_C3D\production_dwg\18098_18_EXISTING PROD.dwg, C2.0 EXISTING SITE AND DEMOLITION PLAN, 12/27/2022 2:32:16 PM, amartoncik, 1:1