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HomeMy WebLinkAboutGran Cielo KUL Condos 5 and 6 Infrastructure© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS K:\Bozeman\Bozeman Haus LLC\2025039 Gran Cielo Blk 15\05CAD\Sheets\Infrastructure As-Builts\COVR.dwg 1 7/14/2026 4:01:15 PM PROJECT LOCATIONLOCATION MAPINFRASTRUCTURE IMPROVEMENTSBOZEMAN HAUS LLCGRAN CIELO KUL CONDOS 5 & 6 INFRASTRUCTUREDRAWING NO.REVISIONNO.PREPARED FOR:BYDATE1PREPARED BY:T02 S R05 EAS-BUILTENGINEERINGDESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHCJLERM/EWRJUNE 202615267 SE RIVERSHORE DR.VANCOUVER, WA 98683PROJECT NO. 2025039 BOZEMAN HAUS LLCHAVRESHELBYKALISPELLGLASGOWGLENDIVEMISSOULAHELENABUTTEBILLINGSHARDINBOZEMANDILLONGREATFALLSMILES CITY9090909415152222BOZEMAN, MT0SCALE: 1" = 200'200'100'PROJECT LOCATION895 TECHNOLOGY BLVD., SUITE 203BOZEMAN, MT 59718(406) 586-0262www.wwcengineering.comBOZEMAN, MTSOUTH 27TH AVE. SOUTH 28TH AVE. SOUTH 29TH AVE. SOUTH 30TH AVE. SOUTH 31ST AVE.WEST GRAF ST.CIELO WY.BENNETT BLVD.Sheet List TableSheet NumberSheet Title1COVER2GENERAL NOTES & LEGEND3EXISTING CONDITIONS4SEWER MAIN PLAN & PROFILE5FIRE SERVICE NOTES & INDEX6FIRE SERVICE PLAN & PROFILE7FIRE SERVICE PLAN & PROFILE8DETAILS9DETAILS1AS-BUILTCJL5/22/26 NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSSWWWWWWWWWSSW W SSSSSSSSSSWSSSSSSSSSTST WWWWWWWWW W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W WSSSSSSSSSSIR FSWSFSWSFSWSWSWSWSWWWWWWSS S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSWSWSSSSUGPUGPUGPUGPUGPNGNGNGNGNGEXISTING 12" DIWATER MAINEXISTING 10" PVCSEWER MAINEXISTING 4" DIFIRE SERVICESTUBEXISTING 2" TYPE KCOPPER WATERSERVICE STUBEXISTING 8" DIWATER MAINEXISTING 8" PVCSEWER MAINEXISTING 112"TYPE K COPPERWATER SERVICE STUBEXISTING 112"TYPE K COPPERWATER SERVICE STUBEXISTING 112"TYPE K COPPERWATER SERVICE STUBEXISTING 4" DIFIRE SERVICESTUBEXISTING 2" TYPE KCOPPER WATERSERVICE STUBEXISTING 4" DIFIRE SERVICESTUBEXISTING 2" TYPE KCOPPER WATERSERVICE STUBEXISTING 8" PVCSEWER MAINEXISTING SSMH(TYPICAL)PROPOSED 1 12"TYPE K COPPERWATER SERVICEPROPOSED 1 12"TYPE K COPPERWATER SERVICEPROPOSED 1 12"TYPE K COPPERWATER SERVICEPROPOSED 8" PVCSEWER MAINPROPOSED 4" PVCSEWER SERVICE(TYP.)PROPOSED 1 12"TYPE K COPPERWATER SERVICEPROPOSED 1 12"TYPE K COPPERWATER SERVICEPROPOSED 1 12"TYPE K COPPERWATER SERVICEPROPOSED SSMH(TYP.)EXISTING 8" PVCSEWER MAINEXISTING SSMH(TYP.)EXISTING 8" DIWATER MAINBENNETT BOULEVARDSOUTH 27TH AVENUESOUTH 28TH AVENUEEXISTING HYDRANT(TYP.)30' WIDEUTILITYEASEMENTPROPERTY LINEBLOCK LEGENDLINE STYLE LEGENDA10SH.121DRAWING NOTATIONINDICATES CROSS SECTIONLOCATION. "A" REFERS TO THECROSS SECTION DESIGNATION."10" REFERS TO THE SHEETNUMBER WHERE THE SECTION ISCUT OR SHOWN.INDICATES DETAIL LOCATION. "1"REFERS TO THE DETAILDESIGNATION. "12" REFERS TOTHE SHEET NUMBER WHERE THEDETAIL IS INDICATED OR SHOWN.ABRREVIATIONSACIAMERICANCONCRETE INSTITUTEBARREBARBMPBEST MANAGEMENTPRACTICESBOTBOTTOMBVCBEGIN VERTICALCURVECFSCUBIC FEET PERSECONDCLCENTERLINECMPCORRUGATED METALPIPECONCCONCRETE ORCONCENTRICCPCONTROL POINTCSPCORRUGATED STEELPIPECTRCENTERCU FTCUBIC FEETCULVCULVERTDIDUCTILE IRON ORDRAIN INLETDIADIAMETEREAEACHE.F.EACH FACEEL, ELEVELEVATIONEOPEDGE OF PAVEMENTEVCEND VERTICALCURVEFTFOOT OR FEETGPMGALLONS PERMINUTEHPHORSEPOWERHWYHIGHWAYINVINVERT ELEVATIONLFLINEAR FEETMHMANHOLEMJMECHANICAL JOINTO.C.ON CENTERO.C.E.F.ON CENTER EACHFACEOHPOVERHEAD POWERPIPOINT OFINTERSECTIONPOTPOINT ON TANGENTPSPIPE SUPPORTPTPOINT, POINT OFTANGENCYPVCPOLYVINYLCHLORIDEPWRPOWERRCPREINFORCEDCONCRETE PIPER/W OR ROWRIGHT OF WAYSANSANITARYSSTSTAINLESS STEELSTASTATIONTBCTOP BACK OF CURBTYPTYPICALUGUNDERGROUNDWTRWATERXXOOFMFMFOFO[ ][ ]IRIRNGNGOHPOHPOHTOHTWWUGTVUGTVUGTUGTUGPUGPSTSTSSSSRWRWOHTVOHTVFFXXOOFMFMFOFO[ ][ ]FFIRIRNGNGOHPOHPOHTOHTWWUGTVUGTVUGTUGTUGPUGPSTSTSSSSRWRWOHTVOHTVEXISTINGPROPOSEDSCOSFMLSDPSBSCSWWMTSWWCCCPEPPIRIRIR FFFFFIBER OPTIC MANHOLEFIBER OPTIC MARKERFIBER OPTIC PULL BOXFIBER OPTIC PEDESTALFIBER OPTIC VAULTGGNATURAL GAS MARKERNATURAL GAS METERNATURAL GAS VALVETTTTTELEPHONE MANHOLETELEPHONE MARKERTELEPHONE PULL BOXTELEPHONE PEDESTALTELEPHONE VAULTSSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTCOSANITARY SEWER CAPSSANITARY SEWER METER VAULTSANITARY SEWER FM (TEE)SANITARY SEWER FM (11.25°)SANITARY SEWER FM (22.5°)SANITARY SEWER FM (45°)SANITARY SEWER FM (90°)SANITARY SEWER FM (CROSS)SANITARY SEWER FM FLANGEFMSANITARY SEWER FM VALVELSSANITARY SEWER LIFT STATIONSANITARY SEWER FM REDUCERSANITARY SEWER FM BF PREV.STORMWATER AREA INLETSTORMWATER COMBO INLETSTORMWATER FLARED ENDDSTORMWATER MANHOLEPSSTORMWATER PUMP STATIONSTORM SEWER HEAD WALLWWATER FITTING BEND 11.25°WATER FITTING BEND 22.5°WATER FITTING BEND 45°WATER FITTING BEND 90°WATER FITTING CAPWATER FITTING CROSSWATER FITTING FLANGEWATER FITTING TEEWATER FITTING VALVEEXISTINGPROPOSEDEXISTINGPROPOSEDBSCSWWMTSWWATER VENTWATER MANHOLEWATER REDUCERWATER MARKERFIRE HYDRANTWATER CURB STOPWATER METERWATER VAULTWATER BOOSTER STATIONWATER WELLWATER MONITORING WELLWATER TEST STATIONCCCCABLE TELEVISION MARKERCABLE TELEVISION PULL BOXCABLE TELEVISION PEDESTALCABLE TELEVISION VAULTPEPPPOWER GUY ANCHORPOWER GUY POLEPOWER MANHOLEPOWER MARKERELECTRIC POWER METERPOWER POLEPOWER TRANSFORMERPOWER VAULTSTREET LIGHTIRIRIRIRRIGATION PULL BOXIRRIGATION SPRINKLER HEADIRRIGATION VALVEIRRIGATION VAULTEXISTINGPROPOSEDFFFFGGTTTTGENERAL NOTES:1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (7TH EDITION), AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESSOTHERWISE APPROVED BY THE ENGINEER. CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND5:00 P.M., MONDAY THROUGH FRIDAY.2.CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEWFACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIALUTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADEMODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED ASNECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADEOR ALIGNMENT CONFLICTS.3.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PERMDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ALLTRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTIONACTIVITY.4.AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THECONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUNDFACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES.THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TOEXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THEOWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEERARE NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA.5.BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS ANDCOMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.6.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTINGALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALLTESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALLTESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN ENGINEERINGDEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING.7.NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALLSUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OFEACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED.8.ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDSDIVISION WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE WITH THE FOLLOWING INFORMATION:EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND ENDLIMITS.TYPE OF WORK: IE. TRENCHING, PAVEMENT SAWCUT.START DATE AND TIME AND ANTICIPATED CLOSURE DURATION.9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN SQUAREEDGE BY SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLEDWITH ROAD MIX AND COMPACTED.10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY ANDDESIGN ENGINEER. GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT.PIPE BEDDING AND BACKFILL1.ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITHTHE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMANSTANDARD DETAIL 02221-1.2.ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TOPRE-CONSTRUCTION QUALITY.TRAFFIC CONTROL:1.CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY ANDENGINEER PRIOR TO PRE-CONSTRUCTION CONFERENCE. A COPY OF THE APPROVED TRAFFICCONTROL PLAN SHALL BE PROVIDED TO THE DESIGN ENGINEER. CONTRACTOR SHALL ERECT ANDMAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER APPROVED CITY REQUIREMENTSIN ACCORDANCE WITH THE MUTCD. TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDTFLAGGERS HANDBOOK. CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL ANDPROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALLTRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTIONACTIVITY WITHIN THE RIGHT OF WAY.EXISTING UTILITY NOTES:1.EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDINGTO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEETHE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER,TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATELAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACTLOCATIONS.2.EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFYDEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGNENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY INCONSTRUCTION.SANITARY SEWER:1.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM3034, SDR 35. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OFBOZEMAN SPECIFICATIONS.2.ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS,DEFLECTIONS, HIGH OR LOW POINTS ARE ALLOWED.3.PER DEQ & CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED ANDTESTED PER DEQ & CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TOPROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. CONTRACTOR SHALLPROVIDE SAFE ACCESS TO TRENCH FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMEDPRIOR TO PAVING AND FINAL SURFACE RESTORATION.4.CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALLSEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL.5.LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGEBY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS.6.TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THECONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TVINSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOWAREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TOINITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVEREDTO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TVINSPECTION.WATER1.WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BEINSTALLED WITH A MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED ORDIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OFBOZEMAN SPECIFICATIONS.2.CITY REPRESENTATIVES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING ANDPROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUMOF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES.3.2" MINIMUM ORIFICE REQUIRED FOR FLUSHING.4.INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS.5.ALL CROSSES, TEE'S, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG.GRADING, PAVING & DRAINAGE1.UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS (7TH EDITION), WITH CITY OF BOZEMAN MODIFICATIONS.2.CONTRACTOR SHALL PREPARE AND PROCURE A DEQ STORM WATER POLLUTION PREVENTION PLAN(SWPPP) AND CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THATPUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS.DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THECONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NOCIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BELEFT ON THE STREETS OVERNIGHT OR TO BE TRACKED FROM THE SITE.4.CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION,TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICHCANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITHCLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE.5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICALREPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95% OFTHE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURECONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACEDWITH STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FORBASE ROCK.7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARELOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TOBE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHESOVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORTSPECIFICATIONS. IF NO REPORT IS AVAILABLE EACH LIFT SHALL BE COMPACTED TO 95% OF THEMAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURECONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).8.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PERGEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95% OF THEMAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURECONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).9.A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE PAVEMENT) MPWSS FORTYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IFNO REPORT IS AVAILABLE THE AVERAGE DENSITY SHALL BE EQUAL TO OR GREATER THAN 93% OFTHE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY AND NO INDIVIDUAL SAMPLE SHALL BE LESSTHAN 92% OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY.10.UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALLFINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN.11.ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATERVALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THEPAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE.12.UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTEDSTEEPER THAN 4H:1V.13.IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOPSOIL AT A MINIMUM THICKNESS OF 6". STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTERBACKFILL, UNLESS ALLOWED BY THE OWNER.14.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE COMPACTIONTESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE ISREQUIRED.15. ALL SIGNAGE, STRIPING, OR PAVEMENT MARKINGS DAMAGED, DESTROYED OR REMOVED DURINGCONSTRUCTION OPERATIONS SHALL BE REPLACED OR RESTORED TO PRE-CONSTRUCTIONCONDITIONS.CURBS & SIDEWALKS1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURESHALL BE FOR ALL CURBING.2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITHCURRENT ADA AND LOCAL REQUIREMENTS.3.SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTEDUSING 4,000 PSI CONCRETE OR AS DIRECTED ON DRAWINGS.4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETETESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE ISREQUIRED.INSPECTION, TESTING & CERTIFICATION NOTES:1.CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER AMINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION.2.COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS.CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS.3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIORTO THE REQUIRED INSPECTIONS.4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THEINSPECTOR TIME TO COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFTPRIOR TO COMPACTION TESTING BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THEDESIGN ENGINEER OR ACCEPTED BY THE CITY.5.INSTALLATION OF WATER & SEWER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGNENGINEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOWTHE INSPECTOR TIME TO COMPLETE THE REQUIRED INSPECTION.6.NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER.7.PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRESERVICES. ALL TESTS SHALL BE PERFORMED PER C.O.B. STANDARDS BY THE CONTRACTOR ANDWITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. PRESSURETESTING AND TV INSPECTION ARE REQUIRED FOR ALL SANITARY SEWER MAINS AND MANHOLES.8.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTINGALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALLINITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR.BORE LOCATIONPROP CORNER ALUMINUM CAPPROP CORNER BRASS CAPPROP CORNER CHISELED XHIGHWAY ROW MONUMENTPROP CORNER IRON PIPEPROP CORNER LEAD & TACKPROP CORNER REBARPROP CORNER STONECONTROL POINTPROP CORNER PLASTIC CAPTELEPHONE VAULTTREE (DECIDUOUS)TREE (CONIFER)ADA RAMPSIGNBOLLARDMILEPOSTCATTLE GUARD0SCALE: 1" = 30'30'15'AS-BUILTSITE OVERVIEW\\wwc.local\work\Bozeman\Bozeman Haus LLC\2025039 Gran Cielo Blk 15\05CAD\Sheets\Infrastructure As-Builts\COVR.dwg 2 6/26/2026 2:49:15 PM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHCJLERM/EWRJUNE 2026SHEET2NO.DATEREVISIONPREPARED BY BY GENERAL NOTES & LEGEND BOZEMAN HAUS LLC BOZEMAN, MT GRAN CIELO KUL CONDOS 5 & 6 INFRASTRUCTURE ENGINEERING PROJECT NO. 2025039 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 www.wwcengineering.com 1 AS-BUILT CJL 5/22/26 SS SS SS SSWWWW W W W W W W W W W W W W W W W SS SS SS SS SSSSSSSSSSWWWWWWWSS SS SS SS SS SS SS SS WWWW WS SSWS WS SS SS SS SS SS SS WS WS SS WS WSSTST STST WWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWS SS SS SS SS SS WS WS WS WS SSWS WS IR IR IR FS FS WS WS FS FSWSWS FS FSWSWSWSWS WS WS WS WSWW WWW W WWS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSEXISTING 12" DIWATER MAINEXISTING 10" PVCSEWER MAINEXISTING 4" DIFIRE SERVICESTUBEXISTING 2" TYPE KCOPPER WATERSERVICE STUBEXISTING 8" DIWATER MAINEXISTING 8" PVCSEWER MAINEXISTING 112" TYPE KCOPPER WATERSERVICE STUBEXISTING 112"TYPE K COPPER WATER SERVICE STUBEXISTING 112" TYPE KCOPPER WATERSERVICE STUBEXISTING 4" DIFIRE SERVICESTUBEXISTING 2" TYPE KCOPPER WATERSERVICE STUBEXISTING 4" DIFIRE SERVICESTUBEXISTING 2" TYPE KCOPPER WATERSERVICE STUBEXISTING HYDRANT(TYPICAL)EXISTING SEWERSERVICE STUB(TYPICAL)EXISTING WATERSERVICE STUB(TYPICAL)EXISTING SSMH(TYPICAL)EXISTING 8" PVCSEWER MAINEXISTING STORM DRAINSEXISTING 8" DIWATER MAINBENNETT BOULEVARD SOUTH 27TH AVENUESOUTH 28TH AVENUEEXISTING SEWERSERVICE STUB(TYPICAL)PROPERTY LINE90' PUBLIC R.O.W. &UTILITY EASEMENT0SCALE: 1" = 20'20'10'AS-BUILT60' PUBLIC R.O.W. &UTILITY EASEMENT30' PUBLIC R.O.W. &UTILITY EASEMENT60' PUBLIC R.O.W. &UTILITY EASEMENT\\wwc.local\work\Bozeman\Bozeman Haus LLC\2025039 Gran Cielo Blk 15\05CAD\Sheets\Infrastructure As-Builts\COVR.dwg 3 6/26/2026 2:49:15 PM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHCJLERM/EWRJUNE 2026SHEET3NO.DATEREVISIONPREPARED BY BY EXISTING CONDITIONS BOZEMAN HAUS LLC BOZEMAN, MT GRAN CIELO KUL CONDOS 5 & 6 INFRASTRUCTURE ENGINEERING PROJECT NO. 2025039 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 www.wwcengineering.com 1 AS-BUILT CJL 5/22/26 ElevationStation49504960495049600+001+002+003+003+404956.164947.044956.954948.064957.744949.07 4958.53 4950.09 4959.32 4951.10 4960.04 4952.07 STA:0+00.00SSMH #1 (DROP MANHOLE)RIM = 4955.40'8" INV IN = 4946.07' (S)EXISTING 10" INV IN = 4942.04' (W)EXISTING 10" INV OUT = 4942.02' (E)VERYIFY EXISTING INVERTPRIOR TO CONSTRUCTION.NOTIFY ENGINEER IFDISCREPANCY IS FOUND.8" SDR 35 PVC L = ±73 LF, S = 1.5%8" SDR 35 PVC L = ± 263 LF, S = 2.0%STA:0+50.004" S.S. SERVICE RTINV. 4947.04'STA:0+60.244" S.S. SERVICE LTINV. 4947.25'STA:1+93.994" S.S. SERVICE LTINV. 4949.97'STA:3+28.054" S.S. SERVICE LTINV. 4952.50'STA:1+98.644" S.S. SERVICE RTINV. 4950.06'STA:3+23.904" S.S. SERVICE RTINV. 4952.43'STA:2+62.97SSMH #2RIM = 4959.48'INV IN = 4951.52' (S)INV OUT = 4951.32' (N)STA:3+36.00SSMH #3RIM = 4960.58'INV OUT = 4952.62' (N)FINISH GROUNDEXISTING GROUND4955.66EXISTING GRADEELEVATIONFINISH GRADEELEVATIONSEWER MAININVERTNGNG NG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUGPUGP UGP UGP UGP UGP UGP UGPUGPUGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPW W W W W W W W W S S S S S S S S S WWWWWWWWWWWWWWWWFS FS FS FS FS FS WW W WSSS S S S S S S S S S S S SSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSS WS WS WS WS WS WS S S S UGP UGP UGP UGP UGP UGP UGP NG NG NG NG NG NG NG NG0+001+002+003+003+360+501+502+50EXISTING 10" PVC SEWER MAINSTA: 0+00.00INSTALL 48" SSMH #1(DROP MANHOLE)OVER EXISTING 10" PVC SEWER MAIN.ADDITIONAL CONCRETE BALLAST REQUIRED.SEE NOTE 10STA: 0+50.004" S.S. SERVICE RTL = 23 FT, S = 2% MINSTA: 2+62.97INSTALL 48" SSMH #2ADDITIONAL CONCRETE BALLAST REQUIRED.SEE NOTE 10STA: 3+36.00INSTALL 48" SSMH #3ADDITIONAL CONCRETE BALLAST REQUIRED.SEE NOTE 10STA: 1+98.644" S.S. SERVICE RTL = 23 FT, S = 2% MINSTA: 3+23.904" S.S. SERVICE RTL = 23 FT, S = 2% MINSTA: 1+93.994" S.S. SERVICE LTL = 23 FT, S = 2% MINSTA: 3+28.054" S.S. SERVICE LTL = 23 FT, S = 2% MINSTA: 0+60.244" S.S. SERVICE LTL = 23 FT, S = 2% MIN8" SDR35 PVC, L = ± 263, S = 2.0%30' WIDEUTILITY EASEMENTBENNETT BOULEVARD SOUTH 27TH AVENUESAWCUT AND REMOVE EXISTINGASPHALT. BACKFILL AND COMPACTTRENCH WITH CLEAN NATIVEMATERIAL. REPLACE PAVEMENTTO MATCH EXISTING THICKNESS.TACK COAT AND SEAL ALL JOINTS.8" SDR35 PVC, L = ± 73, S = 1.5%\\wwc.local\work\Bozeman\Bozeman Haus LLC\2025039 Gran Cielo Blk 15\05CAD\Sheets\Infrastructure As-Builts\SSWR-PP-Drop MH-As Built.dwg 4 7/14/2026 12:38:30 PM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHCJLERM/EWRJUNE 2026SHEET4NO.DATEREVISIONPREPARED BY BY SEWER MAIN PLAN & PROFILE BOZEMAN HAUS LLC BOZEMAN, MT GRAN CIELO KUL CONDOS 5 & 6 INFRASTRUCTURE ENGINEERINGAS-BUILT0SCALE: 1" = 20'20'10'PROJECT NO. 2025039 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 www.wwcengineering.comNOTES:1.EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATEDACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THEENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAYNOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.2.ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT.3.EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH ANDLOCATION OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACTDESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUTCREATING DELAY IN CONSTRUCTION.4.BACKFILL & COMPACT TRENCH FOR SANITARY SEWER MAIN PER CITY OFBOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL.5.ALL SEWER SERVICES ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL 4"SERVICES AT A 4.0% MAX SLOPE AND 2.0% MIN SLOPE UNLESS OTHERWISENOTED.6.MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITYSERVICES.7.MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND WATERMAINS.8.MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTINGUTILITY MAINS AS SPECIFIED ON PLANS, EXCEPT FOR STORM SEWER MAINS.9.SSMH #1 IS A CUT-IN MAHHOLE TO BE INSTALLED IN AN EXISTING MAIN.THEREFORE, PER COB DESIGN STANDARDS, THE 0.2' MINIMUM DROP ACROSSTHE MANHOLE (EXISTING INV IN TO EXISTING INV OUT) DOES NOT APPLY.10. ADDITIONAL CONCRETE BALLAST IS REQUIRED FOR EACH MANHOLE TOCOUNTERACT BUOYANT FORCE DUE TO HIGH GROUNDWATER.CONTRACTOR MUST DOWL INTO BASE OF STRUCTURE TO ENSURE STRONGCOHESIVE CONNECTION. REQUIRED VOLUME OF ADDITIONAL CONCRETE TO BEADDED TO EACH MANHOLE IS SHOWN IN THE TABLE BELOW.SANITARY SEWER SERVICESSTATIONL/RLFSIZER0+50.00234" SS SERVICEDEEP SERVICE (Y/N)NPROFILE VIEWHORIZONTAL SCALE: 1" =20'VERTICAL SCALE: 1" = 5'PLAN VIEWHORIZONTAL SCALE: 1" =20'L0+60.24234" SS SERVICE1+93.99234" SS SERVICE1+98.65234" SS SERVICER3+23.90234" SS SERVICEL3+28.06234" SS SERVICELRNNNNNSSMH #ADDITIONAL CONCRETE VOLUMEREQUIRED AT BASE OF STRUCTURE1231.50 CUBIC YARDS0.75 CUBIC YARDS0.75 CUBIC YARDS2.1%1.2%SEWER MAINTOP OF PIPE4947.24'4947.00'4942.07'4942.09'4946.04'4955.52'4950.01'4950.07'4951.69'4951.48'4952.45'4952.47'4952.55'2.1%1.2%YY4947.674948.81 4949.86 4950.77 4951.88 4952.85 SERVICE END ELEVATION4950.54'4950.58'4947.77'4947.90'1 AS-BUILT AN 1/14/263.9%2.3%2.5%2.0%3.8%3.2% COMPACTED BACKFILL(SEE SPECS.)(TYPICAL EXCEPT IN SPECIALCIRCUMSTANCES WHERE CITY HASAPPROVED ALTERNATE LOCATIONS)NOTES:1.THIS INSTALLATION MAY BE USED IF DEPTH OF COVER AT STUB END WILL EXCEED 6.5' WITH STANDARD INSTALLATION(PER STD DWG 02730-2) UNLESS AN ALTERNATIVE IS APPROVED BY THE CITY ENGINEER2.MIN. DEPTH OF COVER SHALL BE 5' AT END OF SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE FOR DETERMININGREQUIRED ELEVATION OF STUB.3.DUCTILE IRON FITTINGS SHALL BE HARCO GASKET X GASKET OR APPROVED EQUAL.45° BEND DUCTILEIRON SEWER FITTINGSNOTE:CONCRETE COLLAR NOTREQUIRED IN LANDSCAPEDAREASNOTE:IF DEPTH OF COVER AT STUB END WILL EXCEED6.5' FOLLOW STANDARD DRAWING NO. 02730-03GREEN STEEL POSTAT END OF SERVICE4'2.5'2" X 2'WOODMARKERPLUGIN LINE WYE FITTING FOR NEW INSTALLATIONSSADDLE FITTINGS ALLOWED FOR EXISTINGINSTALLATIONS ONLY UPON APPROVAL OFCITY OF BOZEMAN SEWER DEPARTMENTSERVICE INVERT NO LOWERTHAN SPRING LIE OF SEWERMAIN FOR WYE FITTINGSSANITARY SEWER MAIN45° ELBOWGROUND SURFACEPROPERTY LINE OREASEMENT LINERESTORE GROUND TOORIGINAL CONDITIONSTREET SURFACECOMPACTED BACKFILL(SEE SPECS.)(TYPICAL EXCEPT IN SPECIALCIRCUMSTANCES WHERE CITY HASAPPROVED ALTERNATE LOCATIONS)GREEN STEEL POSTAT END OF SERVICE4'2.5'2" X 2'WOODMARKERPLUGIN LINE WYE FITTING FOR NEW INSTALLATIONSSADDLE FITTINGS ALLOWED FOR EXISTINGINSTALLATIONS ONLY UPON APPROVAL OFCITY OF BOZEMAN SEWER DEPARTMENTSERVICE INVERT NO LOWERTHAN SPRING LIE OF SEWERMAIN FOR WYE FITTINGSSANITARY SEWER MAIN45° ELBOW4" SERVICE LINE. SLOPE = 1/4" PER FOOT MIN.1/2" PER FOOT MAX.6" SERVICE LINE SLOPE = 1/8" PER FOOT MIN.1/2" PER FOOT MAX.GROUND SURFACEPROPERTY LINE OREASEMENT LINERESTORE GROUND TOORIGINAL CONDITIONSTREET SURFACESLIP HUB TOTHREADEDADAPTERPVC CLEANOUT PIPESERVICE INVERT NO LOWERTHAN SPRING LINE OF SEWERMAIN FOR WYE FITTINGSSEWER MAIN45° ELBOW45° BENDTHREADED PLUGFROST EXPANSIONSLEEVE8" X 3' ROUNDCONCRETE SLABSEAL JOINT WITH RAM-NEKSTREET PAVING AND GRAVEL AS REQUIRED14" BELOW TOP OF FINISH GRADE SURFACEHEAVY DUTY MONUMENT BOXSIMILAR TO CAIRD ENG. NO. 50608-1NOTE:1. ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING &TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUALFOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.2. ADDITIONAL CONCRETE BALLAST IS REQUIRED FOR EACH MANHOLE.CONTRACTOR MUST DOWL INTO BASE OF STRUCTURE TO ENSURE STRONGCOHESIVE CONNECTION. REQUIRED VOLUME OF ADDITIONAL CONCRETE TOBE ADDED TO EACH MANHOLE IS SHOWN IN THE TABLE BELOW.NOTE:STORM DRAIN MANHOLES SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPE INVERT SHALL BE 9"HIGHER THAN BOTTOM OF MANHOLE.FRAME AND COVER TO BE EITHER D&L A-1172 WITH1" COVER, MCI 305 FRAME,305A COVER, OR IFCO 772 FRAME,772-B COVER, OR DEETER 1025.COVERS SHALL HAVE TWO 1" PICK HOLES.2'-0"5"5"4'-0"VARIABLE ADJUSTABLE RINGS2" MIN., 12" MAX.7"5'-4" DIA.(MIN)PRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUMCONCRETE THICKNESS BELOW PIPE IS8 INCHES. PRECAST BASE, MINIMUMTHICKNESS IS 6 INCHES. ALL BASESREINFORCED AS SHOWN.PRECAST REINFORCED CONCRETE MANHOLE RISERAND ECCENTRIC CONE TOP MANUFACTURED INACCORDANCE WITH ASTM DESIGNATION C-478.MANHOLESTEPS AT16" CENTERS4'-0"(MIN.)SHELF-SLOPE 1" PERFOOT TOWARD CHANNEL.SEE CHANNEL DETAIL.CHANNEL= DIA. OF PIPE#4 BARS - 1'-0" O.C.12" MAX. (TYPICALFOR POURED-IN-PLACE BASES)DIA. OFSEWER PIPERADIUS OFMANHOLESLOPE AT 1" PER FOOT.CHANNEL TO FULLPIPE DEPTH℄GROUT INVERT TO SPRINGLINEOF PIPE IF GAP BETWEENPIPE AND CHANNEL ISGREATER THAN 1/8".PRE-CAST CHANNELFLOWLINEFLEXIBLE GASKETED JOINT (TYPICALFOR PRECAST BASES - SEE DETAIL)FOR FLAT TOP MANHOLE SEE C.O.B. STD. DWG. NO02720-4DETAIL6SH.8TYPICAL TRENCH DETAILDETAIL4SH.8SANITARY SEWER MANHOLEDETAIL3SH.8DEEP SANITARY SEWER SERVICE LINEDETAIL1SH.8SANITARY SEWER SERVICE LINEDETAIL2SH.8SANITARY SEWER SERVICE & CLEANOUT4" SERVICE LINE. SLOPE = 1/4" PER FOOT MIN.1/2" PER FOOT MAX.6" SERVICE LINE SLOPE = 1/8" PER FOOT MIN.1/2" PER FOOT MAX.4" SERVICE LINE. SLOPE = 1/4" PER FOOT MIN.1/2" PER FOOT MAX.6" SERVICE LINE SLOPE = 1/8" PER FOOT MIN.1/2" PER FOOT MAX.4" SERVICE LINE. SLOPE = 1/4" PER FOOT MIN.1/2" PER FOOT MAX.6" SERVICE LINE SLOPE = 1/8" PER FOOT MIN.1/2" PER FOOT MAX.*SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION TYPE II PIPE BEDDINGWHERE REQUIRED FORSOFT OR UNSTABLEFOUNDATIONTYPE I PIPE BEDDINGEXISTINGSTREETSURFACESPECIFIED BACKFILL MATERIALCOMPACTED AS SPECIFIED INSECTION 02201TRENCH WIDTH=O.D.OF PIPE PLUS 2'MIN. TRENCH WIDTH=3.5'4"6"TYPE "A"OR "B"TRENCH BACKFILLINSTALL DETECTABLE WARNINGTAPE 18" MIN. 24" MAX DEPTH.MATCH EXISTING PAVEMENT SECTION .PLACE AND COMPACT PER CITYOF BOZEMAN STDS.GROUNDSURFACE ORSUBGRADENOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONGA NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEATLINE IS LESS THAN 3" FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION.REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.VERTICAL TRENCH WALLSWITH SHORING TO CONFORMTO O.S.H.A. REGULATIONS*TYPE 2 EXC.BACKSLOPE ASSPECIFIED TOCONFORM TO O.S.H.A.REGULATIONS*TYPE 1 EXC.#10 AWG INSULATEDTRACER WIRECHANNEL = DIA. OF PIPEAS REQUIRED(60" MIN.)MANHOLE STEPS AT16" CENTERSGASKETED TEE24"OPENINGADJUSTABLE RINGS,2" MIN., 12" MAX.AS REQUIRED USING VARIABLE LENGTH SECTIONS (SEE CITY OF BOZEMAN MODIFICATIONS TO MPW, 02722.5.A)FRAME AND COVER TO BE EITHER D&L A-1172WITH 1" COVER, MCI 305 FRAME,305A COVER, OR IFCO 772 FRAME,772-B COVER, OR DEETER 1025.COVERS SHALL HAVE TWO 1" PICK HOLES.FLAT SLAB COVERPRECAST REINFORCED CONCRETE MANHOLE RISER ANDCOVER MANUFACTURED IN ACCORDANCE WITH ASTMDESIGNATION C-478FLEXIBLE GASKETED JOINTPIPE RESTRAINT (TYP.)GASKETED 90° ELBOW CAST INTO BASESTAINLESS STEELALL-THREAD ROD,12" DIA.MANHOLE WALLEPOXY GROUT RODS3" INTO WALLPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUMCONCRETE THICKNESS BELOW PIPE IS8 INCHES. PRECAST BASE, MINIMUMTHICKNESS IS 6 INCHES.DIA. OFSEWER PIPERADIUS OFMANHOLESLOPE AT 1" PER FOOT.CHANNEL TO FULLPIPE DEPTH℄SEWER PIPESTAINLESS STEELPIPE CLAMPDETAIL5SH.8SANITARY SEWER DROP MANHOLEFLAT SLAB COVERSSMH #ADDITIONAL CONCRETE VOLUMEREQUIRED AT BASE OF STRUCTURE1231.50 CUBIC YARDS0.75 CUBIC YARDS0.75 CUBIC YARDSSSMH #ADDITIONAL CONCRETE VOLUMEREQUIRED AT BASE OF STRUCTURE1231.50 CUBIC YARDS0.75 CUBIC YARDS0.75 CUBIC YARDSNOTE:1. ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING &TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUALFOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.2. ADDITIONAL CONCRETE BALLAST IS REQUIRED FOR EACH MANHOLE.CONTRACTOR MUST DOWL INTO BASE OF STRUCTURE TO ENSURE STRONGCOHESIVE CONNECTION. REQUIRED VOLUME OF ADDITIONAL CONCRETETO BE ADDED TO EACH MANHOLE IS SHOWN IN THE TABLE BELOW.AS-BUILT\\wwc.local\work\Bozeman\Bozeman Haus LLC\2025039 Gran Cielo Blk 15\05CAD\Sheets\Infrastructure As-Builts\DETL.dwg 8 6/26/2026 2:35:43 PM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHCJLERM/EWRJUNE 2026SHEET8NO.DATEREVISIONPREPARED BY BY DETAILS BOZEMAN HAUS LLC BOZEMAN, MT GRAN CIELO KUL CONDOS 5 & 6 INFRASTRUCTURE ENGINEERING PROJECT NO. 2025039 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 624-3910 www.wwcengineering.com 1 AS-BUILT CJL 5/22/26 STANDARD DIMENSIONS FOR THRUST BLOCKINGTEES & PLUGSABABABAB4"6"8"10"12"14"1'-7"2'-0"2'-8"3'-4"4'-0"5'-5"1'-2"1'-11"2'-6"3'-3"3'-10"3'-10"1'-9"2'-5"3'-2"4'-0"4'-8"6'-6"1'-6"2'-2"3'-0"3'-10"4'-8"4'-11"1'-8"1'-10"2'-5"3'-0"3'-8"4'-9"0'-10"1'-7"2'-1"2'-9"3'-3"3'-5"1'-7"1'-9"1'-9"2'-2"2'-7"3'-5"0'-6"0'-10"1'-6"1'-11"2'-3"2'-5"16"6'-0"5'-0"6'-0"5'-0"6'-0"4'-0"4'-6"3'-0"THRUST BLOCKING FOR WATER MAIN FITTING ASSEMBLYFITTINGSIZESREDUCERS & 22.5° BEND90° BEND45° BEND & WYESNOTES:1.THIS TABLE IS BASED ON 150 PSI (1030 KPA) MAIN PRESSURE AND 2000 PSF (KG/M^2) SOIL BEARING PRESSURE.2.WRAP ALL FITTINGS WITH POLYETHYLENE, IF REQUIRED BY THE CITY OF BOZEMAN.3.POUR THRUST BLOCKING AGAINST UNDISTURBED EARTH.TEE (PLUGGED)BENDTEEREDUCERPLUG OR CAPWYEB/3 MIN.ABUNDISTURBED EARTHDEAD END, BLOWOFF,OR VALVETEE OR CROSSLENGTH FTTEE ORCROSS6"1035NOTES:1. WHERE MECHANICAL FITTING JOINT RESTRAINTS, OR MEGALUGS, ARE USED,THE PIPE ADJACENT TO THE RESTRAINT MUST USE RESTRAINING GASKETS ATPIPE JOINTS FOR THE LENGTHS SHOWN IN THE TABLE. INSTALL ALLMECHANICAL JOINT RESTRAINTS AND RESTRAINING GASKETS PERMANUFACTURERS RECOMMENDATIONS.2. THESE VALUES ARE PROVIDED USING THE EEBA IRON SOFTWARE WITH THEFOLLOWING CRITERIA: SOIL TYPE CL, FACTOR OF SAFETY OF 2, 6 FT BURYDEPTH, 200 PSI TEST PRESSURE, TRENCH TYPE 5.8"1741VALVE ORDEAD ENDLENGTH FTDUCTILEIRONPIPESIZE152190° BENDLENGTH FT90° BENDREQUIRED JOINT RESTRAINED PIPE LENGTH WHEN USINGMECHANICAL JOINT RESTRAINTS45° BENDLENGTH FT101012"20522410KNOTCOIL WIRE TO EXTEND12" ABOVE GROUNDSPIRAL TRACER WIRE UP ON THEOUTSIDE OF THE VALVECONNECT WITHDIRECT BURY LUGVALVEVALVE BOXPOLYWRAPLOCATION OFCURB BOXOR AS SHOWNON PLANPROPERTYLINEGROUNDSURFACESEE DETAIL BELOWCORPORATIONSTOPWATER MAINCURB STOPBASE MATERIAL6.5' MIN.COVERSERVICE PIPESIZE PER PLANCORPORATION STOPBOTTOM OF TRENCHNOTES:1.WATER SERVICE LINES SHALL HAVE A MINIMUM 6 12 FOOT COVER MEASURED FROM THE EXISTINGGROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADEWHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICELINES SHALL HAVE A MAXIMUM 7 12 FOOT COVER AT CURB STOP.2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR WHERESPECIFIED.3.BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE.4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF POSITION.5.INSTALL CURB STOP AND VALVE BOX IN PAVEMENT AREA.SELECT MATERIALBACKFILL AREA(SEE SPECIFICATIONS)STEEL POST MARKERPAINTED BLUE8' EASEMENTEXTENSIONCURB BOX,INSTALL FLUSHW/ GROUNDTAP BY CONTRACTORNO COUPLINGS OR OTHER JOINTSALLOWED ON SERVICE PIPE FROM CORP.STOP TO CURB STOP FOR 34" AND 1"SERVICES. STRAIGHT COPPER PIPE SHALLBE USED FOR 1 12" AND 2" SERVICES.1/4" LIP FROM TOPOF NEW PAVEMENT1/8" MIN.1/4" MAX6"NOTES:1. ADJUST WATER VALVE BOXES UPWARD OR DOWNWARD ASREQUIRED. FINAL ADJUSTMENT SHALL BE MADE AFTER PAVINGAND BEFORE SEAL COATING.2. MODEL NO. 69 8550 SERIES. EAST JORDAN WORKS ADJUSTABLESCREW-TYPE RISERS MAY BE USED TO RAISE OR ADJUST EXISTINGVALVE BOXES ONLY.3. VALVE BOX ADJUSTMENT SHOWN IS DESIGNATED AS TYPE IIWATER VALVE ADJUSTMENT. TYPE I WATER VALVE ADJUSTMENT ISSIMILAR EXCEPT WITH A CONCRETE COLLAR.CONCRETECOLLARTOP OF NEWPAVEMENTWATER VALVE BOXCOMPACTED BASE AND SUBGRADE6"DETAIL6SH.9WATER LINE JOINT RESTRAINT DETAILDETAIL5SH.9VALVE RISER TRACER WIREDETAIL1SH.9THRUST BLOCKING FOR WATER MAIN FITTINGSDETAIL2SH.9WATER SERVICE LINEDETAIL4SH.9WATER VALVE ADJUSTMENTTSNOTES:ONLY FITTING ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE90° BEND.NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TESTPORTS OF ANY BACKFLOW ASSEMBLY.FIRE SERVICE RISER MUST BE AMINIMUM OF 2' FROM ANYOUTSIDE WALL AND A MINIMUMOF 1' FROM ANY INTERIOR WALL.MIN. 1-FOOT ANDMAX. 2-FOOT CLRNCEBETWEEN FINISHFLOOR AND BOTTOM OFFLANGE OF OS&Y VALVE4" DIA. 90° BEND,MJXMJ WITH THRUST BLOCKPER COB STD DWG 02660-13INSTALL WATER TIGHTSLEEVE AT FLOORPENETRATION PERNFPA CODE.FLANGE TO BE THREADED ONSTANDPIPE. MJ TO FLANGEADAPTORS NOT ACCEPTABLE4" OS & Y VALVE34" MIN REDI ROD,INSTALLED IN EVERYOTHER AVAILABLE M.J.BOLT HOLES (TYPICAL) - 58" RODS ACCEPTABLEFOR 4" LINES4" CL 51DI RISERDETAIL3SH.94" FIRE SERVICE RISER102512104"EASEMENT/PROPERTY LINEK:\Bozeman\Bozeman Haus LLC\2025039 Gran Cielo Blk 15\05CAD\Sheets\Infrastructure As-Builts\DETL.dwg 9 7/15/2026 5:15:37 PM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:JRHCJLERM/EWRJUNE 2026SHEET9NO.DATEREVISIONPREPARED BY BY DETAILS BOZEMAN HAUS LLC BOZEMAN, MT GRAN CIELO KUL CONDOS 5 & 6 INFRASTRUCTURE ENGINEERING PROJECT NO. 2025039 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 624-3910 www.wwcengineering.comAS-BUILT