HomeMy WebLinkAbout012 PUD Plan 3 UtilitiesZONEAGRICULTURESUBURBANZONE M-2ZONEAGRICULTURESUBURBANZONE B-2ZONE PLIZONE R-40100SCALE: 1" = 100'20050100PRELIMINARY PUD REVIEWNORTH
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UTILITY PLAN
BILLINGS CLINIC BOZEMAN CAMPUS
LOT 2A-1, MINOR SUBDIVISION 221F
BOZEMAN, MONTANA3.1-
15063_10_UTILITY_PLAN.DWG
LMH
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15063.10GENERAL NOTES:-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMANSTANDARD MODIFICATIONS, DATED MARCH 31, 2011 WITH ADDENDUM.-ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.-CONTRACTOR SHALL FIELD VERIFY AND GRADE OF EXISTING CONNECTIONS.-THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEERDOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINESOR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THESTATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THESPECIFIC TYPE OF WORK BEING PERFORMED.NOTE: PIPE TYPESEXISTING WATER MAIN IS CLASS 51, DUCTILE IRONFUTURE WATER MAIN SHALL BE CLASS 51, DUCTILE IRONEXISTING SANITARY SEWER MAIN IS SDR 35, PVCFUTURE WATER MAIN SHALL BE SDR 35, PVCEXISTING STORM DRAIN MAIN WITHIN PUBLIC STREET EASEMENT IS RCPFUTURE STORM DRAIN MAIN WITHIN PUBLIC STREET EASEMENT SHALL BE RCPEXISTING STORM DRAIN ON SITE DEVELOPMENT IS A-2000 PVC