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HomeMy WebLinkAboutC0.1GeneralCivilNotes_07222021C0.1 www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2019 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal 18-053 RLO SMW/KTSTRADITIONS SUBDIVISIONTOWNHOMES7.22.2021 Revision Schedule No.Revision DateGENERAL CIVIL NOTES & SHEET INDEXWOITH ENGINEERING, INC. ENGINEERS & SURVEYORS 405 3RD STREET NW, SUITE 206 GREAT FALLS, MT 59404 406-761-1955 WWW.WOITHENG.COM C0.1 GENERAL NOTES & SHEET INDEX.DWG PLOTTED BY:ROBBY OSOWSKI ON Aug/03/2021ERENONA L EISS NENo. 39035 PE THOMAS SWARTZ ATANNOM ROPFGILICENS E D KODY GENERAL NOTES: 1.ANY MONUMENTS OR PROPERTY CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING SAID PLS. 2.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 3.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN SHADED LINE WEIGHTS. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. CONSTRUCTION NOTES: 1.ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (6TH ED. AS MODIFIED), CITY OF BOZEMAN STANDARD SPECIFICATIONS, AND THESE CONTRACT DOCUMENTS. 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA SAFETY STANDARDS. 3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN, 6.CONTRACTOR SHALL CONTACT "UTILITY NOTIFICATION CENTER" (811) AT LEAST THREE (3) WORKING DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO SCHEDULE THE MARKING OF EXISTING UTILITY LOCATIONS. 7.CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE PROJECT. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 10.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 11.GENERAL CONTRACTOR TO COORDINATE TRENCHING OF DRY UTILITIES (NATURAL GAS, ELECTRIC, TELEPHONE, FIBER OPTIC, ETC.) WITH INDIVIDUAL UTILITY COMPANY. 12.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR A SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, AND SEPARATE PAYMENT WILL NOT BE MADE. 13.CONTRACTOR IS RESPONSIBLE FOR CREATING, FILING, AND ABIDING BY A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND NOTICE OF INTENT (NOI) APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE. 14.NO UTILITY EXCAVATION SHALL BE PERFORMED ON THE SITE PRIOR TO ISSUANCE OF APPLICABLE EXCAVATION PERMITS BY THE CITY BOZEMAN. 15.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANY. SITE PLAN NOTES 1.EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, SEWER, TELEPHONE, 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 ONSITE UTILITY IMPROVEMENTS SHALL CONFORM TO THE PLUMBING CODE (UPC) AND ALL ADMINISTRATIVE RULES OF MONTANA AND MODIFICATIONS TO THE UPC. 3.PLEASE REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR PLUMBING FEATURES WITHIN 5' OF BUILDING ENVELOPE. 4.ALL PROPOSED WORK WITHIN THE RIGHT-OF-WAYS IS SUBJECT TO THE APPROVAL OF THE CITY OF BOZEMAN. 5.UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA 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. 6.ALL EARTHWORK, TRENCHING, GRADING, FILLING, ETC., SHALL BE PERFORMED IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION REPORT RECOMMENDATIONS PREPARED FOR THIS PROJECT IF APPLICABLE. 7.UNLESS OTHERWISE NOTED, RADIUS CALLOUTS ARE TO TOP BACK OF CURB, EDGE OF SIDEWALK, EDGE OF ASPHALT, ROAD CENTERLINE, OR EDGE OF GRAVEL. INDEX OF CIVIL SHEETS SHEET NO.TITLE C0.1 GENERAL CIVIL NOTES & SHEET INDEX C1.0 EXISTING CONDITIONS C2.0 SITE PLAN C3.0 GRADING PLAN C7.0 CIVIL DETAILS