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HomeMy WebLinkAboutResidence Inn - Fire Service Line, Sewer Main Replacement, Fire Hydrant Lead & Sewer Service////////////////////////////////////////////////SEWERE6SE6SE6SE6S E24SDE24SDE24SDE24SDE24SDESD PERFESDESDERDERDERDERDESDESDESDESDESDE12SDBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTGASGASGASGASGASGASGASGASGASOHPOHPE6WE6WE6WE6WE6WE6WEXISTING SD INLET #I.E04.00098TBC = 4815.103E6SE6SC320TFFEGG8S8S8SSSSSSSSSSSSSSDSD8S8SD4WS4WS4WS4WS4WS4WS4WS6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE4WS 4WSBPBPBPBPRDRDWHYDRDSD GASBFBTBCTVBFBTBCTVBFBFBTBTBTBCTVBCTVMC 3500 Chambers17 chambers (7.17'installed)2 end caps (2.08') =126 LFVolume=3804 CFIncludes:12" gravel above18" gravel below6" FIRE SERVICE (TYP.)NEW FIRE HYDRANTC33011N88°34'52"W 116.07'S1°39'17"W 129.94'N1°36'25"E 285.53'23234.00'TBC-CL 4"11.00'4" DOMESTIC WATERSERVICE (TYP.)0+000+501+001+502+002+50 FDC AND HORN/STROBE(SEE PLUMB/ ELEC PLANS)EG ELEVFG ELEVINV OF SVC STA 0+50.00CONNECT TO EXISTING6" WATER MAIN W/ NEW GVINV = ±4812.7 PROPOSED FINISHEDGROUND AT CENTERLINEOF WATER SERVICES (TYP)FOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-48054810481548204825480548104815482048250+000+501+001+502+002+503+00FG-FG-4819.15FG-4819.61FG-4819.82FG-4818.79FG-4819.48FG-4819.41FG-4819.78FG-4819.39FG-4819.80EG-4819.96EG-4822.00EG-4823.00EG-4823.57EG-4822.43EG-4820.95EG-4822.27EG-4823.34EG-4824.00EG-4819.73INV-4812.82INV-4811.80INV-4811.80INV-4811.80INV-4811.80INV-4812.11INV-4811.80INV-4811.80INV-4811.80 INV-4811.80 EXISTING GROUNDSURFACE (TYP)STA 0+86.0VERT. DEFLECT PIPE JOINTSW/ RESTRAINT GASKETINV = ±4811.80 FIRST FLOORELEVATION = 4820.00REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSSTA 2+34.6690° HORIZ. BENDINV = ±4811.80STA 2+86.1690° VERT. BEND INV = ±4811.80 MIN. 6.5' COVER (TYP.)MIN 1.5' CLEARANCE BETWEEN PROPOSED WATER AND STORMLEGENDSHEET NUMBERREFERENCEXXXX1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOOR4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCK90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICAL JOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGEDKENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICELINE.2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATIONFOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWINGTHE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOWSENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS.PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH ASTANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLEDETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLYINSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIEDABOVE IN REQUIREMENT NUMBER TWO.5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVETHE FINISHED FLOOR.6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANYOUTSIDE WALL.7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND AMAXIMUM OF 7.5' BELOW THE FINISHED GRADE.8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURERATING OF 175 PSI.9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51DUCTILE IRON PIPE.10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZETO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPEDIAMETER (DOWNSTREAM).DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)NO PRESSURE GAUGES OR PRESSURE GAUGEFITTINGS WILL BE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW PREVENTION ASSEMBLY.ONLY FITTINGS ALLOWED BETWEENFIRST OS&Y VALVE AND BACKFLOWASSEMBLY TO BE 90° BENDDOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)10'-0" MAX*MECHANICALJOINTOUTSIDE WALL*PER NFPA-24FIG A.10.6.3.1WALL Know what'sbelow.before you dig.CallRPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'FIRE SERVICE LINESTATION 0+50 TO 2+86INSTALL ±236 LF OF6" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTNOT TO SCALESTANDARD FIRE SERVICE LINE INSTALLATIONFOR CLASS I, II, & III SYSTEMS02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3. SEE SHEET C610.9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1. SEE SHEET C610.10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11.INSTALL V-BIO WRAP ON ALL NEW DUCTILE IRON WATER PIPE. FOLLOW ALL MANUFACTURER'SINSTALLATION SPECIFICATIONS.12.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OFBOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH(4") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.14.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTORSHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".15.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.16.ALL TRENCH BACKFILL WITHIN MAIN STREET R.O.W. SHALL BE FLOWBALE FILL, PER DETAIL 4 ONSHEET C640.GENERAL NOTES:RESIDENCE INN- BOZEMANFIRE SERVICE LINE815 EAST MAIN STREET, LOT 13A-1, BLOCK 30, PLAT C-23-A29, NORTHERN PACIFIC ADDITIONSCITY OF BOZEMAN, GALLATIN COUNTY, MONTANAZONED: B-2CLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FORFLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2 INCHES TO MEET THIS REQUIREMENT BASEDON THE CURRENT PARAMETERS OF THE SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARINGHYDRAULIC CALCULATIONS.FLUSHING REQUIREMENTS:EASTMAIN STREET XX6" FIRE SERVICE4" DOMESTIC WATER SERVICEFF = 4820.00STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.CENTERLINE OF 4" DOMESTIC WATER IS OFFSET 2.50' (CENTER TOCENTER) TO THE EAST AND NORTH OF THE FIRE SERVICE LINE. INSTALLBOTH UTILITIES IN THE SAME TRENCH.STA 0+50.00 - 0.0' LTCONNECT TO EXISTING 6" WATER MAIN ANDINSTALL NEW 6" GATE VALVE.NOTES BY SYMBOL: 6" FIRE SERVICE1231NOTES BY SYMBOL: 4" DOMESTIC SERVICE23STA 0+50.00 - 2.50' RTCONNECT TO EXISTING 6" WATER MAIN ANDINSTALL NEW 4" GATE VALVE.STA 2+34.66- 0.0' LTINSTALL NEW 6" 90° HORIZONTAL BENDSTA (NA) - 2.5' LTINSTALL NEW 4" 90° HORIZONTAL BENDSTA 2+81.16- 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDINGSTA 2+81.16- 2.5' RTEXTERIOR BUILDING WALLSEE C.O.B. STD. DETAIL 02660-12, SHEET C610UNDERGROUND STORM WATER DETENTION- SEE SHEET C410FLOWBALE FILLTRENCH BACKFILL4C640DETAIL NOT APPLICABLEDETAIL NOT APPLICABLEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2020engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\SHEETS\CIVIL\RECORD DRAWINGS\5305005-C310-FIRE-SERVICE.DWG PLOTTED BY:SAMUEL JOHNSON ON Oct/09/2020REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netRESIDENCE INN- BOZEMANBOZEMANMONTANAFIRE SERVICE AND DOMESTIC WATER SERVICE5305.005-C310CPK10/20181SITE REVISIONS01/25/2019CPK2CITY ENGINEERING REVIEW COMMENTS02/26/2019CPKMATT EKSTROM108536/2020RECORD DRAWINGƒ9(57%(1'STA 0+72INV = 4813.10 (A.B.)4811.54 (A.B.)4813.43 (A.B.)ƒ9(57%(1'STA 0+ 73.6INV = 4811.54 (A.B.)4811.60 (A.B.)4" SERVICE INSTALLED“ 1257+2)),5(SERVICE LINE (A.B.),167$//('“ NORTH (A.B.) 479047954800480548104815482047904795480048054810481548200+000+501+001+502+002+503+003+504+004+505+00EG-EG-EG-EG-EG-4808.14EG-EG- EG-4807.85 EG-4807.87 EG-4808.09 EG-4808.34 EG-4808.84 EG-4809.66 EG-4810.49 EG-4811.73 EG-4813.08 EG-4814.47 EG-4815.61 EG-4816.70 EG-4817.98 EG-4819.21 STA 1+00NEW 48" DIA. SSMH (A)RIM = 4808.118" INV IN (SE) = 4801.12 (PVC)6" INV IN (W) = 4800.95 (EXST. CLAY)4" INV IN (S) = 4801.00 (EXST. CLAY,CONTRACTOR TO CONFIRM SIZE/TYPE)8" INV OUT (N) = 4800.92 (EXST. CLAY) STA 4+45.0 NEW 48" DIA. SSMH (D) RIM = 4816.42 6" INV IN (E) = ±4811.36 (EXST. CLAY) 8" INV OUT (W) = ±4811.16 (PVC)EXST. 6" CLAY PIPESTA 3+92.0 NEW 48" DIA. SSMH (C) RIM = 4814.04 8" INV IN (E) = 4810.37 (PVC) 8" INV OUT (W) = 4810.17 (PVC)52.9 LF 8" SRD 35@ ±1.62%30.2 LF 8"SRD 35 @±1.53%EXST. 8" CLAY PIPESTA 1+30.2NEW 48" DIA. SSMH (B)RIM = 4807.818" INV IN (E) = 4801.72 (PVC)8" INV OUT (NW) = 4801.52 (PVC)261.8 LF 8 " SRD 35 @ 3 .28%PRE-INSULATEDPIPE INSULATIONEXISTING GRADEABOVE SEWERLINE.1EXISTING 12"RCP STORM DRAINPIPEEXISTING 6" WATER MAINMAINTAIN MIN 1.5'CLEARANCEEXISTING 12"RCP STORM DRAINPIPE INSULATION1STA 3+35NEW SSMH8" INV IN (E) =4808.94 (A.B.)8" INV OUT (W) =4808.18 (A.B.)ADDED DURINGCONSTRUCTION TO AVOIDCONFLICT WITH EXISTINGSTORM DRAINLEGENDSHEET NUMBERREFERENCEXXXXN88°34'52"W 116.07'S1°39'17"W 129.94' 8S 8S 8S8S 8S4WS 4WS 4WS 4WS 4WS 6FIRE 6FIRE 6FIRE 6FIRERDWHYD8S8S8S8S8S8S8S8S8S8S8SG0+000+501+001+502+002+503+003+504+004+505+005+45///////////////////////////////////////////////////////////////////////////////////////////////////////////////E6SE6SE6SE6SE6SE8S E8S E8S E8S E8SE6SE6SE6SE6SE6SE6S E12SD E24SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDESD PERFESD PERFESD PERFESD PERFESD PERFESD PERFESD PERF ESD PERFESD ESD ESD ERDERD ERD ERDESDESDESD ESD ESD ESD ESD ERDERDERDERDE12SDE12SDE12SDBCTVBCTVBCTVBCTVBCTVBCTV BCTV BCTV BFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BTBTBTBTBTBTBT BT BT BTGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASG A S GAS GAS GASE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE4FIRE E6W E6W E6WE6WE6WE6WE6WE6WE6WE6WE2FIRE /////////////// //////////////////////////////////////////////////////////////////E6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6S//////GASGASGASGASGASGAS GAS GAS GAS GAS GASUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL UTILUTILUTILUTILUTILUTILUTILUTILPPB2PPBPPB///PPB22PPBPPBPPBPPB 2///OHP OHP OHP OHP OHP OHP OHP OHP OHP C330STA 1+00NEW SSMH (A)STA 4+45.0NEW SSMH (D)EXISTING 6" CLAYSEWER MAINEXISTING 8" CLAY SEWER MAINEXISTING 6" CLAYSEWER MAINEXISTING CONCRETEARCH BRIDGESTA 4+21.90PROPOSED 8" SEWER SERVICEEXISTING 6" CLAY PIPE TOBE ABANDONED IN PLACEPROPERTY LINE (TYP.)STA 1+30.2NEW SSMH (B)STA 3+92.0NEW SSMH (C)CONTRACTOR TO PROTECT EXISTINGUNDERGROUND UTILITIES AND/OR COORDINATEWITH UTILITY FOR RELOCATION AS NECESSARY.RECONNECT EXISTING SEWER SERVICE TO NEWMANHOLE (CONFIRM SIZE, TYPE LOCATION AND GRADE)EXISTING 6" CLAY PIPE TOBE ABANDONED IN PLACEAPPROXIMATESAW CUT (TYP.)R.O.W.SEWER MAIN ALIGNEDWITH PARKING STRIPEEXISTING SIGNAL POLESAND CONTROLLER CABINETEXISTINGTREES / VEG.Know what'sbelow.before you dig.CallRPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'SEWER MAIN REPLACEMENTSTATION 1+00 - 4+45INSTALL 345 LF OF8" SDR 35 PVCFLOWABLE FILL TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FT1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.ALL INFRASTRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED / RESTORED TOTHE ACCEPTANCE OF THE GOVERNING AGENCY AND ENGINEER.6.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.7.ALL TRENCHES WITHIN MAIN STREET RIGHT OF WAY ARE TO BE REPAIRED WITH FLOWABLE FILLPER DETAIL 4, SHEET C640.8.CONTRACTOR IS ADVISED TO USE EXTRA CAUTION IN BACKFILLING AROUND SHALLOW SEWERMAIN.9.CONTRACTOR TO VERIFY CONDITION OF EXISTING CLAY TILE PIPES TO ENSURE SUITABILITY OFRECONNECTING TO NEW MANHOLES. RECONNECT USING A PIECE OF SDR-35 WITH CITYAPPROVED COUPLING.10.CONTRACTOR TO VERIFY SIZES OF CLAY TILE PIPES PRIOR TO MANHOLE SHOP SUBMITTAL TOENSURE CORRECT KNOCKOUT SIZES.11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE EXISTING SEWER PIPEIF DAMAGE OCCURS DURING CONSTRUCTION.12.FOR EACH NEW MANHOLE CONNECTION, INSTALL NEW KOR-N-SEAL® FLEXIBLE CONNECTOR, ORAPPROVED EQUAL.13.TRAFFIC CONTROL SHALL BE DESIGNED TO MINIMIZE DISTURBANCE AND LANE CLOSURES ANDSHALL BE APPROVED BY THE CITY OF BOZEMAN AND THE MONTANA DEPARTMENT OFTRANSPORTATION PRIOR TO CONSTRUCTION.14.MANHOLE ECCENTRIC CONES, RINGS AND COVERS SHALL BE ORIENTED AS NOTED BELOW.14.1.MANHOLE A COVER IN LINE WITH CENTERLINE OF ROADWAY.14.2.MANHOLES B AND C COVERS ROTATED TO THE SOUTH (INSTALLED TO SOUTH OF PARKINGSTRIPE).14.3.MANHOLE D COVER ROTATED TO NORTH AWAY FROM CURB AS MUCH AS POSSIBLE.GENERAL NOTES:EAST MAIN STREETBROADWAY AVENUE PROTECT EXISTING CONCRETE BRIDGE DURING CONSTRUCTION.INSTALL 8" SDR-35 PVC WITH PRE-INSTALLED PIPE INSULATION(URECON 2" UIP PRE-INSULATED PIPE / JOINTS WITHPOLYETHYELENE JACKET FOR BELOW GROUND APPLICATIONMEETING HS-20 LOADING FOR 18" COVER, MINIMUM R-VALUE /INCH OF 5.0).NOTES BY SYMBOL:1PROPOSEDRESIDENCE INNBUILD ING BUTTONWOOD AVE4C640LINDLEY PARKREMOVE / REPLACE EXISTING MANHOLE WITH NEW 48" Ø ECCENTRICMANHOLE PER C.O.B. STD. DWG.NO. 02720-03.22221" COVERVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2020engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\SHEETS\CIVIL\RECORD DRAWINGS\5305005-C320-SEWER_MAIN.DWG PLOTTED BY:COOPER KRAUSE ON Oct/14/2020REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netRESIDENCE INN- BOZEMANBOZEMANMONTANASEWER MAIN REPLACEMENT5305.005-C320CPK10/20181SITE REVISIONS01/25/2019CPK2CITY ENGINEERING REVIEW COMMENTS02/26/2019CPKMATT EKSTROM108536/2020RECORD DRAWINGACTUAL SD TOP@ CROSSING “ $% 4811.38 (A.B.) 4810.46 (A.B.) 4801.22 (A.B.)4801.21 (A.B.)4801.12 (A.B.)4801.52 (A.B.)4801.62 (A.B.)STA 3+35 (A.B.)NEW SSMH N88°34'52"W 116.07'S1°39'17"W 129.94'G0+000+501+001+50////////////////////////////////////////////////E6SE6SE6SE6SE6SE24SDE24SDE24SDE24SDE24SDE24SDE24SDERDERDERDERDESDESDESDE12SDBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTGASGASGASGASGASGASGASGASGASGASGASGASE6WE6WE6WE6WE6WE6WE6WE6WE1WSE6SE6SE6S8S8S8S8S8S8S8S8S4WS4WS4WS4WS4WS6FIRE6FIRE6FIRE6FIRE6FIRE6FIRERDWWHYDEXISTING 6"CAST IRONWATER MAINEXISTING 6" CLAYSEWER MAINEXISTING 24"STORM DRAIN MAINSTA 0+50.00CONNECT TO NEW8" SEWER MAINSTA ± 1+39END CAPGREASE INTERCEPTOR (SEEPLUMBING SHEETS)4805481048154820482548054810481548204825EG-4815.47 EG-4815.44 EG-4817.13 EG- EG- EG-4815.76 EG-4815.59 FG-4815.47 FG-4815.44 FG-4817.13 FG- FG- FG-4815.76 FG-4815.590+000+501+001+501+75STA 0+50.00 EXISTING 8"SEWER MAIN INV = ± 4810.80 89 LF 8" SDR 35 @ 18" / FTEXISTING WATER MAINMAINTAIN MIN 1.5' VERTICAL CLEARANCEEXISTING GAS MAIN(CONTRACTOR TO VERIFY LOCATION)EXISTING POWER AND COMMUNICATIONS(CONTRACTOR TO VERIFY LOCATION)FF = 4820.00EXISTING 24" STORM MAININSULATIONEND CAP INV = ±4812.20LEGENDSHEET NUMBERREFERENCEXXXXG//////////////////////////////////////////////////////////////////E6SE6SE6SE6SE6SE6SE6SE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTGASGASGASGASGASGASGASGASGASE6WE6WE6WE6WE6WE6WE6WE6WE6WE1WSE6SE6S0+000+501+008S8S8S8S8S8S8S4WS4WS4WS4WS4WS4WS6FIRE6FIRE6FIRE6FIRE6FIRE6FIRERDWWHYDEXISTING 6"CAST IRONWATER MAINEXISTING 6" CLAYSEWER MAINEXISTING 24"STORM DRAIN MAINSTA 0+83.71NEW FH ASS'Y PER C.O.B. STD. DWG. 02660-4SEE SHEET C610PROPERTY LINE (TYP.)10.00' WIDEPUBLIC UTILITY EASEMENTREMOVE EXISTING WATER SERVICE CURB STOPABANDON SERVICE AT MAINGREASE INTERCEPTOR (SEEPLUMBING SHEETS)FH ARROWBOLT BENCHMARK = 4821.05(A.B.)STA 0+50.00CONNECT TO MAININV = ± 4811.264805 4810481548204825480548104815482048250+000+501+00 1+25EG-4818.89EG-4818.92EG-4818.62EG-4819.75EG-4820.55EG-FG-4818.89FG-4818.92FG-4818.62FG-4819.75FG-4820.55FG-EXISTING 6" CAST IRON MAINEXISTING GAS MAIN(CONTRACTOR TO VERIFY LOCATION)EXISTING POWER AND COMMUNICATIONS(CONTRACTOR TO VERIFY LOCATION)STA 0+83.716" 90° VERT. BENDINV = ± 4811.55 %85<'(37+ “ $% 7.5' BURY DEPTH%(1&+0$5.$552:%2/7 $%  “Know what'sbelow.before you dig.CallRPROFILE SCALEHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'11x17 HORIZONTAL SCALE: 1" = 40'11x17 VERTICAL SCALE: 1" = 4'SEWER SERVICE LINESTATION 0+50 TO 1+39INSTALL ±88 LF OF8" SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGGRAPHIC SCALE0(IN FEET)10 2010201 INCH = 20 FT1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OFCONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THEAPPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT.3. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.5. DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.7. WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES INACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OFBOZEMAN STANDARD DRAWING NO. 02660-3. SEE SHEET C610.9. ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1. SEE SHEET C610.10. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11. DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.13. ALL TRENCHES WITHIN MAIN STREET RIGHT OF WAY MUST BE BACKFILLED WITH FLOWABLEFILL PER DETAIL 4 ON SHEET C640.GENERAL NOTES:EAST MAIN STREETFLOWABLE FILL TRENCH BACKFILLTYPE 1 PIPE BEDDINGFIRE HYDRANT LEADSTATION 0+50 TO 0+78INSTALL ±34 LF OF6" CLASS 51 DIP AWWA C151EAST MAIN STREET SEWER MAIN REPLACEMENTSEE SHEET C320PROPERTY LINE (TYP.)4C640FLOWBALE FILLTRENCH BACKFILL4C640LINDLEY PARKLINDLEY PARKAPPROXIMATESAW CUT (TYP.)ACTUAL GAS MAINTE = 13.00 (A.B.)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2020engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\SHEETS\CIVIL\RECORD DRAWINGS\5305005-C330-WATER-AND-SEWER.DWG PLOTTED BY:SAMUEL JOHNSON ON Oct/14/2020REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netRESIDENCE INN- BOZEMANBOZEMANMONTANAFIRE HYDRANT LEAD AND SEWER SERVICE5305.005-C330CPK10/20181 SITE REVISIONS01/25/2019CPK2 SITE REVISIONS04/19/2019CPK3 SITE REVISIONS06/07/2019KDJMATT EKSTROM108536/2020RECORD DRAWINGACTUAL POWER AND COMMUNICATIONS7( “ $% ƒ%(1'INV= 11.64 (A.B.)ƒ%(1'INV= 13.03 (A.B.)CONNECTION TO BUILDING OUTLET @ 7.5' OUTSIDE BUILDING WALL(FERNCO COUPLER)INV= 13.27 (A.B.)INV @ BLDG = 14.08SEWER SERVICE VERTICAL BENDS AREHARCO GASKETED DUCTILE IRON (A.B.)0.50% (A.B.)1.6% (A.B.)INV= 11.21 (A.B.)4811.85 (A.B.)