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Home My WebLink About008 C1.1 Civil NotesTRAFFIC FLOW ARROWELECTRIC - UNDERGROUND WATERLINESTORM DRAINSANITARY SEWERGASCOMMUNICATIONS RISERTREE - DECIDUOUSTRAFFIC SIGNEXISTINGELECTRICAL BOXELECTRICAL METERFIRE HYDRANTGAS METERLIGHT POLEEDGE OF ASPHALTCONTOURCONCRETECONTROL POINT WITH NUMBERCURB & GUTTERCLEANOUTBUILDINGDESCRIPTIONCOMMUNICATIONS - UNDERGROUND SDSSWSTORM DRAIN MANHOLESANITARY SEWER MANHOLEWATER VALVEPROPERTY LINEUTILITY EASEMENT LINEEDGE OF GRAVELSPOT ELEVATION3415NEWSTORM DRAIN INLETWATER WELLTFSTORM DRAIN SWALE4877.81'C P # 1 UTILITY POLESTREET/SITE LIGHTDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:B26-010 C1.X COVERREV DATE REVISION PRINTED 2026-05-06 , BY BRADEN SHRADER, I:\2026\BOZ\B26-010 KAGY LIHTC\06_CADD\CIVIL\B26-010 C1.X COVER.DWG 1825 W KAGY - WOODWARD FLATS BOZEMAN, MONTANA NOTES, LEGEND & ABBREVIATIONS BASCJCCJC5.6.2026B26-010SHEETC1.1SP SUBMITTAL.DWGPAGE SETUP 2023_TDH_22X34_AS_11X17_L Engineering tdhengineering.comDWGDRAWINGSHEET NUMBER WHEREDESIGNATION SYMBOLIS SHOWN1C1.2SECTION OR DETAILSECTION OR DETAILAT@MINIMUMMIN.NO.PVCNUMBERPOLYVINYLCHLORIDEMHMANHOLEEXISTINGEXIST.FGFINISHED GRADEEGEXISTING GRADESTANDARDST.STREETW/TYPWITHTYPICALSTDD.I.DUCTILE IRON PIPEABBREVIATIONSCITY OF BOZEMANC.O.B.EAEDGE OF ASHALTL.F.LINEAR FEETSWSIDEWALKTBCTOP BACK OF CURBFFFINISHED FLOORTOPTOP (OF WALL, ETC.)BOTTOM (OF WALL, ETC.)BOTCLEAN OUTCOEL.ELEVATIONCAST IRONC.I.SCALING NOTEDRAWING SHEETS PRINTED FROM ADOBE PDF ELECTRONIC FILES ARE NOT TO SCALE.VERIFY PRINTED SHEET SCALES FROM THE BAR SCALES LOCATED ON THE PLAN SHEETS.LEGENDGENERAL NOTES1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THEEXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. NOTE THAT ALL UTILITIES MAY NOT BE SHOWNON THE PLANS OR THAT UTILITIES SHOWN MAY EXTEND BEYOND WHAT IS SHOWN.2.ALL GAS, POWER, TELEPHONE AND OTHER UNDERGROUND/OVERHEAD UTILITY LINES, POLES, OR GUY WIRES WHICHINTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY. CONTRACTOR SHALL BERESPONSIBLE COORDINATE ALL UTILITY RELOCATIONS AND REMOVALS WITH UTILITY COMPANIES AND NOTIFY ADJACENTPROPERTIES OF POTENTIAL OUTAGES.3.THE CONTRACTOR SHALL EXCAVATE ALL WATER, SEWER, AND STORM DRAIN LINES PRIOR TO BEGINNING UTILITY INSTALLATIONTO ENSURE CROSSING CLEARANCE AND VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. THE CONTRACTOR SHALL ALSOPOT HOLE FOR ALL GAS, UNDERGROUND ELECTRIC, AND COMMUNICATIONS LINES NEAR UTILITY CROSSINGS AND NEWCONNECTIONS TO LOCATE AND TO ENSURE NO CONFLICTS EXIST. THE CONTRACTOR SHALL NOTIFY THE BOZEMAN PUBLICWORKS DEPARTMENT PRIOR TO EXCAVATION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL NECESSARY PERMITS REQUIRED FORTHE WORK.5.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO OBTAIN, ADMINISTER, CLOSEOUT, OR OTHERWISE DELEGATERESPONSIBILITIES TO MAINTAIN A COMPLIANT STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY PERMIT(SWPPP) FOR THE DURATION OF THE PROJECT THROUGH FINAL SITE STABILIZATION.6.ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, UNLESSOTHERWISE NOTED ON PLANS.7.ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR UNLESSSPECIFICALLY NOTED OTHERWISE.8.CONTRACTOR SHALL REMOVE ANY OBSTACLE (TREES, BUSHES, FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITHCONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER.9.ANY DAMAGE TO EXISTING ASPHALT WILL BE REPAIRED OR REPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISEON THE DRAWINGS.10.ALL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE SEVENTH EDITION OF THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONSSIXTH EDITION, AND THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY, INCLUDING ALL ADDENDA.11.CONTRACTOR SHALL PROVIDE ROUTINE CLEANING/SWEEPING OF MATERIAL THAT IS DRAGGED ONTO ADJACENT STREETS.12.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY FOR WORK WITHIN THE RIGHT-OF-WAY INACCORDANCE WITH MUTCD13.ALL SIDEWALKS, RAMPS, AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT MUTCD AND ADAREQUIREMENTS.14.ANY EXISTING OR NEW VALVE WHICH CONTROLS THE COB WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.15.THE CONTRACTOR SHALL NOTIFY THE COB WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.RCPREINFORCED CONCRETE PIPEINV.INVERTFLFLOW LINEKnow what'sbelow.before you dig.CallRP.T.POINT OF TANGENCYP.C.POINT OF CURVATUREPAVING NOTES1.ASPHALT OVER 3" THICK SHALL BE PLACED IN 2 EQUAL LIFTS.2.THE CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS DISTURBED BY CONSTRUCTION.3.ALL ASPHALT PAVING AND PATHS SHALL BE PERFORMANCE GRADE 58-28 (AASHTO PERFORMANCE GRADE BINDERSPECIFICATION MP-1) IN ACCORDANCE WITH COB MODIFICATIONS TO MPWSS.1.ALL TRAFFIC SIGNS SHALL MEET THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.2.ALL SIGNS SHALL BE MADE OF DIAMOND GRADE REFLECTIVE SHEETING MEETING ASTM TYPE XI STANDARD.3.ALL SIGNS SHALL BE CONSTRUCTION GRADE ALUMINUM MEASURING 0.08 INCH THICK.4.INSTALL ALL SIGNS ACCORDING TO MUTCD STANDARDS AND C.O.B. STD. DWG. 09810-1.SIGN NOTESGRADING NOTES1.IF GRADES SHOWN CONFLICT WITH SPOT ELEVATIONS, SPOT ELEVATIONS SHALL GOVERN.2.ALL SPOT ELEVATIONS ARE SHOWN TO TOP-BACK OF CURB (TBC), FLOWLINE (FL), SIDEWALK (SW), OR FINISHED GRADE(FG) UNLESS OTHERWISE NOTED. THE VERTICAL DIFFERENCE FROM TOP BACK OF CURB TO FLOWLINE ON CATCH CURB IS0.45', ON SPILL CURB IS 0.52', AND ON PEDESTRIAN DROP CURB IS 0.06'. SEE COB STANDARD DRAWING 02528-1 FORADDITIONAL DIMENSIONS.WATER NOTES1.ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOPOF PIPE.2.34", 1", 112", AND 2" LINES SHALL BE TYPE "K" COPPER SERVICE PIPE. 112" AND 2"LINES SHALL BE STRAIGHT LENGTHS.3.4" AND LARGER LINES SHALL BE ZINC-COATED CLASS 51 DUCTILE IRON AND REQUIREV-BIO POLYETHYLENE WRAP PER COB STD. SPEC 02660-3.3.4.ANY EXISTING WATER SERVICES TO BE ABANDONED SHALL BE REMOVED AND CAPPEDAT THE MAIN.5.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BEOPERATED BY COB PERSONNEL ONLY.6.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURSPRIOR TO BEGINNING ANY WORK.7.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.SANITARY SEWER/ STORM DRAIN NOTES1.ALL SANITARY SEWER SERVICE PIPE IS TO BE SDR26 PVC AND MEET ASTM 3034STANDARDS UNLESS OTHERWISE NOTED ON PLANS. SEE PLANS FOR SIZES.2.ALL STORM DRAIN PIPE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDSUNLESS OTHERWISE NOTED ON PLANS. SEE PLANS FOR SIZES.2.ALL MANHOLES ARE 4'∅ UNLESS OTHERWISE NOTED ON PLANS.3.STORM DRAIN INLETS SHALL CONFORM TO CITY OF BOZEMAN STANDARD DRAWING NO.02720-1A. THESE SHALL INCLUDE A 9-INCH SUMP.4.COMBINATION MANHOLE AND CURB INLET SHALL CONFORM TO CITY OF BOZEMANSTANDARD DRAWING NO. 02720-1B. THESE SHALL INCLUDE A 9-INCH SUMP.5.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OFSEWER/STORM DRAIN PIPE AND OUTSIDE OF WATER MAIN PIPE.6.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OFSEWER/STORM DRAIN PIPE AND OUTSIDE OF WATER MAIN PIPE AT CROSSINGS.7.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.TD&H ENGINEERING ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITYLOCATIONS (HORIZONTAL & VERTICAL). THE EXISTING UTILITIES SHOWN ONTHIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLEINFORMATION. IT IS, HOWEVER, THE RESPONSIBILITY OF THE CONTRACTORTO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THECOMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.