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014 SITE DEMO PLAN
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWBPBPBPBPNGSSSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSSCO22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBF BF BF BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFNGNGNGBTVBFBFBPBPBPBPBPB P BTV BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBP BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SD SD BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S SSD SD BTVW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDTESTPTESTDBTVSWWWWWWNGNGNGNGNGNGNGNG473047354740474047354735473047304725472547355010025500SCALE IN FEETKEY NOTESREMOVE EXISTING TREEREMOVE & RELOCATE EXISTING FIRE HYDRANTPRESERVE AND PROTECT BURIED FIBERPRESERVE AND PROTECT BURIED POWERPRESERVE AND PROTECT FIRE HYDRANTREMOVE AND RELOCATE 800 LF OF BURIED POWERREMOVE AND RELOCATE 800 LF OF NATURAL GASRETAIN AND PROTECT BURIED TELEVISIONPRESERVE AND PROTECT EXISTING WETLANDSCONTRACTOR SHALL CLEAR AND GRUB TOPSOIL FROMSITE. APPROXIMATELY 6" PER GEOTECHNICAL REPORT.PRESERVE & PROTECT EXISTING DETENTION OUTLET STRUCTURE.PRESERVE & PROTECT EXISTING SANITARY SEWER MANHOLEPRESERVE & PROTECT EXISTING WATER MAIN STUBPRESERVE & PROTECT EXISTING CONCRETE ROAD APPROACH AND SIDEWALK213SITE DEMO PLANCCFWEHC2-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023BDEMOLITION NOTES1.CONTRACTOR TO VERIFY EXTENTS OF REMAINING DEMOLITION ANDREQUIREMENTS PRIOR TO BIDDING.2.DEMOLITION SHALL NOT PROCEED UNTIL EROSION & SEDIMENTATION CONTROLMEASURES HAVE BEEN INSTALLED.3.ASPHALT SHALL BE NEATLINE SAWCUT BY METHOD APPROVED BY ENGINEER.4.WHERE EXISTING CURB OR SIDEWALK IS NEATLINE SAWCUT FOR REMOVAL,REMOVE BACK TO NEAREST EXISTING CONTRACTION JOINT. VERIFY EXISTING JOINTLOCATIONS PRIOR TO BIDDING.5.CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION WASTE IN A LAWFULMANNER FOLLOWING ALL LOCAL CITY, STATE AND FEDERAL REGULATIONS.6.CONTRACTOR SHALL TAKE CARE TO PRESERVE & PROTECT EXISTING CONCRETESIDEWALK, CURB & GUTTER AND ASPHALT TO THE MAXIMUM EXTENT POSSIBLE.ANY SIDEWALK, CURB & GUTTER AND ASPHALT NOT CALLED OUT FOR REMOVALAND DEEMED UNNECESSARY BY ENGINEER SHALL BE REPAIRED AT CONTRACTOR'SEXPENSE.7.REMOVAL OF ANY EXISTING PRIVATE UTILITY LINE SHALL BE COORDINATED WITHOWNING UTILITY COMPANY PRIOR TO REMOVAL.8.WETLAND DELINEATION PERFORMED BY POWER ENGINEERS. SEE OCTOBER 2021WETLAND REPORT FOR SPECIFIC INFORMATION .124345555567667789103114341212EXISTING"BAXTERAPARTMENTS"DEVELOPMENT13999SITE PLAN RC-2 05/2023 10101010TSCHACHE LANE60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROWEXISTINGSTORMWATERDETENTION POND244TRADE WIND LANE60' ROW11131313SAWCUT LINE(TYP.)REMOVE 230 SF OFEXISTING ASPHALTREMOVE 10LF OF EXISTINGCURB & GUTTERREMOVE 10LF OF EXISTINGCURB & GUTTERREMOVE 59 LF OF EXISTINGSANITARY SEWER MAINREMOVE 40 LF OF EXISTINGSANITARY SEWER MAINAND CLENAOUT13REMOVE 230 SF OFEXISTING CONCRETESIDEWALKREMOVE 55 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 60 LFOF EXISTING ASPHALTREMOVE 290 SF OFEXISTING CONCRETESIDEWALKREMOVE 65 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 70 LFOF EXISTING ASPHALTREMOVE 360 SF OFEXISTING CONCRETESIDEWALKREMOVE 65 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 70 LFOF EXISTING ASPHALTREMOVE 105 SF OFEXISTING CONCRETESIDEWALK1414