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Home My WebLink About04-C3-1 Utility PlanUGEGAS GAS GAS GAS GAS GAS GAS GAS GASGASGASUGEUGEUGEUGEUGEUGEUGCUGCUGCUGCUGCUGCUGCPROYAL WOLF WAY FRONTAGE ROAD NELSON ROAD7/10/2025CITY OF BOZEMAN, GALLATIN COUNTY, MONTANANELSON ROAD & INTERSTATE 90 FRONTAGE ROADEXCEPTIONAL HEALTHCARE10875-SITE PLANNING | ENGINEERING | ENTITLEMENTSBENCHMARKS1.CP SPIKE - NORTH CORNER FRONTAGE ROADAND NELSON ROAD NEAR MONUMENT SIGN -ELEV 4613.352.CP SPIKE - WEST SIDE OF NELSON ROAD,APPROXIMATELY 170' SOUTH OF THEINTERSECTING OF NELSON ROAD AND ROYALWOLF WAY - ELEV 4608.36HORIZONTAL DATUM: NAD 83(2011); VERTICAL DATUM:NAVD 88 (GEOID18) - MONTANA COORDINATE SYSTEM1983 (2011)(EPOCH:2010.0000)5300 TOWN & COUNTRY BOULEVARD, SUITE 190FRISCO, TEXAS 75034469-850-0060 | dec-en.comTBPE FIRM NO. F-20255MONTANALICENSED PROFESSIONAL ENGINEER DANIEL B .STEWARTNo. 90803 PE7/10/2025C3.1UTILITY PLANWATER GENERAL NOTES1.ALL MATERIALS, CONSTRUCTION METHODS, AND TESTING FOR PUBLICIMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE GOVERNINGAUTHORITY'S REGULATIONS, SPECIFICATIONS, AND DETAILS. ALLMATERIALS, CONSTRUCTION METHODS, AND TESTING FOR PRIVATEIMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE GOVERNINGAUTHORITY'S REGULATIONS, SPECIFICATIONS, AND DETAILS UNLESSOTHERWISE NOTED ON THESE PLANS.2.THE CONTRACTOR SHALL HAVE A TRENCH SAFETY PLAN PREPARED INACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS BY APROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE WORK ISOCCURRING.3.THE EXISTING UTILITIES SHOWN ON THIS PLAN REFLECT INFORMATIONRECEIVED FROM OTHERS (RECORD PLANS, GROUND SURVEY, ETC.).THE PROJECT ENGINEER TAKES NO RESPONSIBILITY FOR THEACCURACY OF THE INFORMATION OR FOR UTILITIES FOUND THAT ARENOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FIELD VERIFYTHE LOCATION OF ALL EXISTING UTILITIES, BOTH HORIZONTALLY ANDVERTICALLY, PRIOR TO THE INSTALLATION OF PROPOSEDIMPROVEMENTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEPROJECT ENGINEER OF ANY DISCREPANCIES.4.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT BEINGREMOVED. ANY REPAIR, WORK STOPPAGE, OR PENALTY INCURREDDUE TO DAMAGE TO EXISTING UTILITIES SHALL BE AT THECONTRACTOR'S EXPENSE.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BONDSREQUIRED BY THE GOVERNING AUTHORITY.6.PIPE MATERIAL FOR WATER LINES SHALL BE AS FOLLOWS, UNLESSNOTED OTHERWISE OR REQUIRED BY GOVERNING AUTHORITY:6.1.WATER MAINS 6" AND LARGER: BLUE PVC-AWWA C900-CLASS 1656.2.WATER SERVICES SMALLER THAN 6": PVC-SCH 40, OR TYPE KCOPPER6.3.FIRE LINES: REFER TO FIRE SPRINKLER DESIGN DRAWINGS7.FIRE LINES SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLERCONTRACTOR.8.THERE SHALL BE A MINIMUM OF 42 INCHES FROM TOP OF PIPE TO TOPOF FINAL SURFACE GRADE.9.EMBEDMENT AND BACKFILL FOR ALL WATER PIPING SHALL BE INACCORDANCE WITH THE SPECIFICATIONS AND DETAILS OF THEGOVERNING AUTHORITY OR MANUFACTURER, WHICHEVER IS MORESTRINGENT.10.WATER MAINS SHALL BE PLACED NO CLOSER TO ANY SANITARY SEWERMAIN THAN ALLOWED BY EPA, STATE, OR LOCAL REQUIREMENTS,WHICHEVER IS MORE STRINGENT.11.ALL VALVE LIDS SHALL BE ADJUSTED TO BE FLUSH WITH TOP OF FINALPAVEMENT GRADE OR TWO INCHES ABOVE FINAL GRADE IN NON-PAVEDAREAS.12.ALL FIRE HYDRANTS (PUBLIC AND PRIVATE) SHALL MEET THEGOVERNING AUTHORITY'S SPECIFICATIONS (MODEL, MANUFACTURER,COLOR, ETC.) FOR PUBLIC HYDRANTS. FIRE HYDRANTS SHALL BELOCATED, BOTH HORIZONTALLY AND VERTICALLY, AND ROTATED TOMEET THE REQUIREMENTS OF THE GOVERNING AUTHORITY.13.WATER METERS SHALL BE INSTALLED PER THE GOVERNINGAUTHORITY'S STANDARD DETAILS AND SPECIFICATIONS. ALL METERSPLACED BELOW THE GROUND SURFACE SHALL BE IN A COVERED BOXLOCATED THREE FEET FROM THE NEAREST BACK OF CURB OR EDGE OFPAVEMENT, OR AS REQUIRED BY THE GOVERNING AUTHORITY. THETOP/LID OF THE BOX SHALL BE TWO INCHES ABOVE FINAL GRADE.14.ALL WATER LINES SHALL BE STERILIZED AND TESTED. RESULTS SHALLMEET OR EXCEED THE GOVERNING AUTHORITY'S REQUIREMENTS.SANITARY SEWER GENERAL NOTES1.ALL MATERIALS, CONSTRUCTION METHODS, ANDTESTING FOR PUBLIC IMPROVEMENTS SHALL BE INACCORDANCE WITH THE GOVERNING AUTHORITY'SREGULATIONS, SPECIFICATIONS, AND DETAILS. ALLMATERIALS, CONSTRUCTION METHODS, AND TESTINGFOR PRIVATE IMPROVEMENTS SHALL BE INACCORDANCE WITH THE GOVERNING AUTHORITY'SREGULATIONS, SPECIFICATIONS, AND DETAILS UNLESSOTHERWISE NOTED ON THESE PLANS.2.THE CONTRACTOR SHALL HAVE A TRENCH SAFETYPLAN PREPARED IN ACCORDANCE WITH FEDERAL,STATE, AND LOCAL REQUIREMENTS BY APROFESSIONAL ENGINEER LICENSED IN THE STATEWHERE WORK IS OCCURRING.3.THE EXISTING UTILITIES SHOWN ON THIS PLANREFLECT INFORMATION RECEIVED FROM OTHERS(RECORD PLANS, GROUND SURVEY, ETC.). THEPROJECT ENGINEER TAKES NO RESPONSIBILITY FORTHE ACCURACY OF THE INFORMATION OR FORUTILITIES FOUND THAT ARE NOT SHOWN ON THESEPLANS. THE CONTRACTOR SHALL FIELD VERIFY THELOCATION OF ALL EXISTING UTILITIES, BOTHHORIZONTALLY AND VERTICALLY, PRIOR TO THEINSTALLATION OF PROPOSED IMPROVEMENTS. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THEPROJECT ENGINEER OF ANY DISCREPANCIES.4.THE CONTRACTOR SHALL PROTECT ALL EXISTINGUTILITIES NOT BEING REMOVED. ANY REPAIR, WORKSTOPPAGE, OR PENALTY INCURRED DUE TO DAMAGETO EXISTING UTILITIES SHALL BE AT THECONTRACTOR'S EXPENSE.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLBONDS REQUIRED BY THE GOVERNING AUTHORITY.6.PIPE MATERIAL FOR SANITARY SEWER LINES SHALL BEAS FOLLOWS, UNLESS OTHERWISE NOTED ORREQUIRED BY GOVERNING AUTHORITY:6.1.SEWER MAINS 6" AND LARGER: GREEN PVC-ASTMD 3034-SDR 357.EMBEDMENT AND BACKFILL FOR ALL SANITARY SEWERPIPING SHALL BE IN ACCORDANCE WITH THESPECIFICATIONS AND DETAILS OF THE GOVERNINGAUTHORITY OR MANUFACTURER, WHICHEVER IS MORESTRINGENT.8.SANITARY SEWER MAINS SHALL BE PLACED NOCLOSER TO ANY WATER MAIN THAN ALLOWED BY EPA,STATE, OR LOCAL REQUIREMENTS, WHICHEVER ISMORE STRINGENT. ONE FULL JOINT (20') SANITARYSEWER PIPE SHALL BE CENTERED ON ANY WATER MAINCROSSING.9.ALL PIPE CONNECTIONS TO SANITARY SEWERSTRUCTURES SHALL BE SEALED TO CREATE AWATER-TIGHT CONNECTION.10.UNLESS NOTED OTHERWISE OR REQUIRED BYGOVERNING AUTHORITY'S SPECIFICATIONS ORDETAILS, ALL SANITARY SEWER MANHOLES SHALL BEPRECAST STRUCTURES MANUFACTURED BYFORTERRA.11.IN PAVED AREAS, THE TOP OF ALL MANHOLE RIMS,CLEANOUT COVERS, ETC. SHALL BE FLUSH WITH THEFINAL SURFACE ELEVATION OF SURROUNDINGPAVEMENT. IN UNPAVED AREAS, ALL MANHOLE RIMS,CLEANOUT COVERS, ETC. SHALL BE THREE TO SIXINCHES (3"-6") ABOVE FINAL GRADE.12.REFER TO THE PAVING DETAILS FOR JOINTS AND/ORBLOCKOUTS TO BE PLACED AROUND ALL SANITARYSEWER MANHOLES.KN O W WHAT'S BELOWCALL BEFORE YOU DIG DIAL 811N