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HomeMy WebLinkAbout011 - C-4 - SITE DEMO PLANEGISSP P BPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BPNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NGSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W15S15S15SBPBPBPBPBPBPBPBPBPBPBPBPBP BPSSSSFMFMFMFM FMFMFMFMFMFMFMFM FM FM FM FMFMFMFMFM FMFMFMFMFMFMFMFMFMFM FM FM FM FM FM XXXXXXBPBPBPBPS2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00' N0°28'39"W 60.54' EXISTING 30' SEWER EASEMENT2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\1-CIVIL\C-2_SITEDEMOLITIONPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Jun/04/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASITE DEMOLITION PLAN10678.00111C-4KJSLRHLRH06/2025 612360SCALE IN FEETAGENCY REVIEW (REVISION 2)JUNE 202505/29/2025GENERAL NOTES1.DEMOLITION ITEMS ARE GENERALIZED BELOW AND DO NOTCONSIDER TIMING OF THAT WORK.2.THE EXISTING WET WELL AND LIFT STATION SHALL REMAINFUNCTIONAL IN ITS CURRENT CONFIGURATION FOR AS LONG ASPRACTICABLE. CONTRACTOR SHALL NOTIFY ONE CALL @ 811 FORUTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKEDBEFORE DIGGING.3.CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL PIPING.TESTING SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS,CITY OF BOZEMAN STANDARDS, AND MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (CURRENT EDITION).4.COORDINATE ALL WORK WITH CITY OF BOZEMAN ENGINEERINGPRIOR TO AND DURING CONSTRUCTION. PROVIDE WRITTEN WORKPLANS AND SUBMITTALS IN ACCORDANCE WITH SPECIFICATIONS.5.ANY DAMAGE TO ITEMS NOT DESIGNATED FOR REMOVAL IS THERESPONSIBILITY OF THE CONTRACTOR TO RESTORE BACK TO THEORIGINAL CONDITION.DEMOLITION1.SWITCHOVER BETWEEN THE EXISTING WET WELL AND NEW WETWELL SHALL BE PERFORMED AFTER THE NEW SYSTEMS HAVE BEENTESTED AND VERIFIED TO FUNCTION AS INTENDED.2.THE CONTRACTOR IS RESPONSIBLE FOR HAULING ALL DEMOLISHEDMATERIAL OFF SITE. ANY COST ASSOCIATED WITH HAULING ORDISPOSAL OF THE MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR.RESTORATION1.DEMOLITION ITEMS ARE GENERALIZED BELOW AND DO NOTCONSIDER TIMING OF THAT WORK.2.SITE RESTORATION SHALL INCLUDE CLEAN UP, FINAL GRADING, ANDREPLACING SURFACE MATERIALS IN DISTURBED AREAS.3.CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH CITY OFBOZEMAN DESIGN STANDARDS, CITY OF BOZEMAN MODIFICATIONSTO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, ANDMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (CURRENTEDITION).CUT AND DISPOSE EXISTING ASPHALTSAW CUT ~ 170 LFASPHALT DISPOSAL ~ 1,200 SFASPHALT EXTENTS ARE ESTIMATEDREMOVE AND REPLACEEXISTING MANHOLEEXISTING TRANSFORMER, ELECTRICSERVICE, AND COMMUNICATIONSERVICE TO THE BUILDING SHALL BEREMOVED / RELOCATED AS SHOWNON THE PROPOSED SITE PLAN.THE RELOCATION OF THETRANSFORMER/ELECTRIC SERVICEAND THE COMMUNICATIONS SERVICESHALL BE BY NORTHWESTERNENERGY AND THE COMMUNICATIONCOMPANY, RESPECTIVELY.PRESERVE EXISTING GAS SERVICEABANDON EXISTING WETWELL IN PLACECONTRACTOR SHALLREMOVE ALL PUMPS,PIPING, AND CONTROLSPRIOR TO ABANDONMENTPLUG AND ABANDONEXISTING 15" SEWERMAIN PIPE TO WET WELLIN PLACEREMOVE EXISTINGWALL-MOUNTED AIR GAPPANELSEE SHEETS S-1 AND S-2 FORBUILDING DEMOLITION ITEMSDEMOLISH 37 LF 15"SDR-35 PVC SEWER PIPEREMOVE 162 LF 8" SDR-35PVC SEWER PIPEREMOVE EXISTING PROTECTIVEBOLLARDS AND RESTORE SURFACEDEMOLISH EXISTING FENCETO PROPERTY LINEEXISTING PROPERTY LINE (TYP.)PRESERVE EXISTINGJUNCTION BOXCUT AND DISPOSE EXISTING ASPHALTFOR BYPASS TIE-INSAW CUT ~ 40 LFASPHALT DISPOSAL ~ 100 SFASPHALT EXTENTS ARE ESTIMATED