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HomeMy WebLinkAbout09-09-19 City Commission Packet Materials - C4. Easement Agreement with Sacajawea Audobon Society for Front Street Commission Memorandum REPORT TO: Honorable Mayor and City Commission FROM: Bob Murray, Project Engineer Shawn Kohtz, City Engineer SUBJECT: Easement Agreement with the Sacajawea Audubon Society MEETING DATE: September 9th, 2019 AGENDA ITEM TYPE: Consent RECOMMENDATION: Authorize the City Manager to sign the Easement Agreement with the Sacajawea Audubon Society. BACKGROUND: Attached is a copy of Easement Agreement with the Sacajawea Audubon Society. The easement is for the City’s Front Street Trunk Sewer Main project. Engineering and legal staff have reviewed the document and found it to be acceptable. UNRESOLVED ISSUES: None ALTERNATIVES: As suggested by the Commission FISCAL EFFECTS: None Attachments: Easement Agreement Report compiled on: 8/9/19 121 Upon Recording Please Return to;John M. KauffmanKasting, Kauffman & Mersen, P.C.716 S. 20th Ave. Suite 101Bozeman, MT 59718EASEMENT AGREEMENT^, 2019,THIS AGREEMENT is made and entered into this S_ day of Au^u^,by and between SACAJAWEA AUDUBON SOCIETY, a nonprofit corporal&on locatedin GaUatin County, Montana ("SAS") and THE CITY OF BOZEMAN, a municipalcorporation of the state of Montana ("the City"),RECITALSWHEREAS, the City has an easement and right of way for a sanitary sewerline over property identified as "portions of the Blocks 25, 26, 36, 39, 47 and 48 ofNorthern Pacific Addition to the City of Bozeman, Montana" (the "Sande Property")as more particularly described in that certain Easement and Right-of-WayAgreement for Sanitary Sewer Line dated November 16, 1962 and recorded with theGallatin County Clerk and Recorder at Book 20 Pages 425-428 (the "OriginalAgreement");WHEREAS, the Original Agreement describes the location of a 30-foot sewereasement over the Sande Property (the "Original Easement");WHEREAS, SAS has acquired a portion of the Sande Property moreparticularly described as follows: Tract D of Certificate of Survey No. 68, located inthe NW V4 of Section 8, Township 2 South, Range 6 East, P.M.M., Tract D1A, MinorSub No. 344c, according to the plat thereof, on file and of record in the office of theCounty Clerk and Recorder, Gallatin County, Montana, (the "SAS Property"), andthe Original Easement traverses a portion of the SAS Property;WHEREAS, the City desires to improve the sewer pipeline for which theOriginal Easement was given and, in connection with such improvement, both theCity and SAS desire to relocate the sewer pipeline to a different part of the SASProperty, subject to the terms and conditions of this Easement Agreement;122 WHEREAS, SAS desires to grant to City a new easement for the relocatedsewer Une to replace the Original Easement, subject to the terms and conditionsbelow;WHEREAS, upon the completion of the relocation of the sewer pipeline, asmore fully described below, the parties desire to abandon/release the OriginalEasement in favor of the terms and conditions set forth herein>'NOW THEREFORE, in consideration of the mutual agreements, provisionsand covenants contained herein, the parties agree as follows:ARTICLE IINCORPORATING RECITALS1.01 The recitals set forth above are incorporated herein by reference.ARTICLE IIGRANT OF NEW EASEMENT2.01 SAS hereby grants to the City and its successors-in-interests a non-exclusive perpetual easement and right-of-way for the purpose of installing,operating, using, repairing, replacing, maintaining and removing a sanitary sewerline and appurtenances thereto upon and across the SAS property , said easementand right-ofway to consist of a strip of land thirty (30) feet in width lying and beingfifteen (15) feet on each side of the centerline as more particularly described anddepicted on Exhibit A and labeled "NEW SEWER & A.W.A. EASEMENTLOCATION" (the "New Sewer Easement").2.02 In addition to the New Sewer Easement, SAS hereby grants to the Cityand its successors-in-interests a non-exclusive perpetual easement and right-of-wayfor the purpose of providing an access road to the New Sewer Easement to consist ofa strip of land thirty (30) feet in width lying and being fifteen (15) feet on each sideof the centerline as more particularly described and depicted on Exhibits A and B,and labeled "NEW ROAD ACCESS LOCATION" (the "New Road AccessEasement").2.03 The parties understand and agree that the location for the New RoadAccess Easement, as shown on Exhibit B, may infringe on a potential building sitethat SAS is contemplating for an improvement in the future. In the event the NewRoad Access Easement invades the building site chosen by SAS in the future, (l) theCity shall re-locate the New Access Road Easement, at its sole cost and expense, sothat it does not invade the building site; and (2) SAS shall execute an amendment tothis Agreement that provides an easement to the City for the re-located New Access2123 Road Easement. In no event, however, will the building site chosen by SAS, if any,be within the New Sewer Easement.ARTICLE IIIDECONSTRUCTIONAND CONSTRUCTION3.01 The City will construct a new sewer pipe line in the New SewerEasement, substantially in the same form as described on Exhibit A attachedhereto. No sewer lines will be constructed in the New Road Access Easement shownon Exhibit B.3.02 Within 90 days of completion and commissioning of the new sewer linein the New Sewer Easement, the City shall cease using the sewer pipe in theOriginal Easement. In this regard it shall have taken the following actions withrespect to the sewer pipe in the Original Easement: (a) prevent any wastewater ofany kind from entering into the pipe; (b) fill portions of the pipe with flowableconcrete to prevent wastewater from flowing through the pipe; (c) place impervioustrench plugs at the locations shown on the construction plans indicated in ExhibitC; (d) remove the grade rings and concrete cone sections of the manholes within theSAS Property; and (e) reclaim the property disturbed by the foregoing to thecondition it was prior to such work by reseeding the area with seeds selected bySAS. For purposes of the section completion of the new sewer line" shall mean thedate that the new sewer line has been certified and commissioned as complete bythe engineers engaged on the new sewer line project.3.03 The City will also construct an all-weather access ("AWA") on andwithin both the New Sewer Easement and New Road Access Easement. The AWAshall be constructed substantially in the same form as reflected on Exhibits A andB. Both the City and SAS, as well as their respective employees, volunteers andinvitees, will be able to use the AWA and SAS will be permitted to add areasadjacent to the AWA on which SAS may construct viewing areas or other gatheringareas. Notwithstanding the foregoing, SAS may not construct an improvement onthe AWA itself such that it might interfere with the maintenance, repair orimprovement of the new sewer line. SAS will provide the City with areconimendation for the material to use on the surface of the AWA.3.04 Upon completion of the AWA, the City shall construct barriers thatwill prevent unauthorized vehicles from using the AWA. Unauthorized vehicles arevehicles that are not authorized by either the City or SAS. Both parties shall havethe means necessary to remove the barriers to allow authorized vehicles to pass.The general public shall not be permitted to use motorized vehicles on the AWA.3.05 At no time may the City or any of its agents, employees or contractorsuse any herbicides on or near the New Sewer Easement or New Road AccessEasement.3124 3.06 The City shall be responsible for maintaining the AWA to the levelmandated by any ordinance or regulation that pertains to the AWA. In the event aparty, or its agent/employee/volunteer/invitee, damages the AWA, the party whocreated the damage shall be responsible to repair the AWA.3.07 The parties understand that in connection with the new sewer line andthe AWA, there may be excess soil left over that is not used or useful by the City aspart of the construction or reclamation involved in its new sewer line project. TheCity shall coordinate with SAS on where SAS would like that excess soil, if any,stockpiled on the SAS property so that SAS can use the same as it deemsappropriate.ARTICLE IVADDRESSING ORIGINAL EASEMENT & ORIGINAL SEWER LINE4.01 The City will execute all documents necessary to abandon and/orrelease the Original Easement within 90 days of the date the new sewer pipe iscertified complete to the Montana Department of Environmental Quality by theengineering firm engaged for the new sewer pipe project and the new sewer pipe iscommissioned for use.4.02. Once the Original Easement has been abandoned/released, the Cityshall not be permitted to use the Original Sewer Pipe to convey wastewater.However, in no event is SAS releasing the City from, nor waiving, any claini,damage, fee, or cost arising out of or in any way related to the City conveyingwastewater through the Original Sewer Line, including any claims, damages, feesor costs related to any spill, leak, contamination or other environmentaldegradation related to the City's use of the Original Easement or Original SewerLine.4.03 Paragraph 5 on page 427 of the Original Easement provides, in part,that Grantors and their successors in interest were permitted to make oneconnection onto the sewer trunk line without a connection fee and at no cost to theGrantors. The parties recognize that SAS is a successor in interest to the Grantorsin the Original Easement and agree that SAS shall also be permitted to make oneconnection onto the sewer trunk line that will be installed in the New SewerEasement without a connection fee and at no cost to SAS, except the normal hookupconstruction costs.ARTICLE VCOVENANTS4125 5.01 The City covenants and agrees with SAS that in connection with theinstalling, operating, using, repairing, replacing, maintaining and removing of thesewer line in the New Sewer Easement and the abandomnent of the old sewer line,it shall do so in a workmanlike manner and at its sole cost and expense. In thisregard, the City recognizes that the SAS Property includes wetlands that SAS isattempting to preserve and enhance. The City shall not permit any lien to be placedon the SAS Property and, if such a lien is placed on the SAS Property, to promptlyremove the same irrespective of whether or not the City agrees with the accuracy orthe enforceability of the lien.5.02 The City covenants and agrees with SAS that it will reimburse SAS infull for any actual damage done to the SAS Property by virtue of the City's entrythereon outside the New Sewer Easement. The parties understand and agree thatsuch a covenant is consistent with the covenant the City provided to SAS'spredecessor in interest, as more fully discussed in paragraph 4 on page 427 of theOriginal Easement.5.03 SAS covenants and agrees that at no time will it build, construct, erector maintain any permanent structure over or above the new sewer line unless suchstructure is built, constructed and niaintained in such a manner that it would notinterfere with the operation, use, repair, maintenance, replacement and removal ofthe new sewer line. The parties understand and agree that such a covenant isconsistent with the covenant the SAS's predecessor in interest provided to the City,as more fully discussed in paragraph 1 on page 427 of the Original Easement.5.04 SAS covenants and agrees that the City may peaceably hold and enjoythe rights and privileges herein granted without any interruption by SAS or theirsuccessors and assigns.MISCELLANEOUS PROVISIONS6.01 The parties represent to each other that signatory for the entityexecuting this Agreement have the requisite authority to enter into this Agreementwhich shall bind that entity without reservation or exception. Further, thisAgreement shall be binding upon the parties, their successors and assigns.6.02 SAS represents that it is the sole owner of the SAS Property and has theright to grant the easements described above.6.03 The terms, covenants, and conditions set forth above shall survive theexecution of this Agreement.6.04 This Agreement, together with the exhibits, constitutes the entireagreement of the parties hereto regarding the subject matter herein contained and5126 this Agreement supersedes all prior and/or contemporaneous oral or writtenagreements and understandings of the parties, or their predecessors in interest,which may conflict with the express terms, covenants and conditions herein set forth,reserved and contained on the part of the parties hereto to be kept and performed.6.05 This Agreement may be signed in one or more counterparts, includingtelefax (facsimile) copies, each of which shall constitute an original.6.06 This Agreement is governed by the laws of the State of Montana.SACAJAWEA AUDUBON SOCIETYits: / \/'//'A ^^l^r^ —STATE OF MONTANA )COUNTS OF GALLATIN)On this _S- day of A^V^t 2019 before me a Notary^PiAlic for the State ofMontana personally appeared ^JohQ FAUDArdS , the President of SacajaweaAudubon Society, known to me to be the person whose name is subscribed to thewithin instrument and acknowledged to me that she executed the same.IN WITNESS WHEREOF, I have hereunto set my hand and affixed byNotarial Seal as of the day and year first abovp-written.TYpuL^ui-l 11' <''/WKW<».I^H^^MAINESNotary Public^-^-"^r""• * :\ <\ w~^\. '^ J Belgrade, Montana ^^^^ MyC^mm^^^Pires:'^OFtJtO^ Ivly^M^30M.Prihted Name:NotaryPnblicJor the State of MontanaResiding at:_^~^~~~~-^.My Commission expires:.6127 ATTEST:THE CITY OF BOZEMANBy:Its:STATE OF MONTANA )COUNTS OF GALLATIN)On this _ day of.Montana personally appearedof Bozeman, known to me to be the person whose name is subscribed to the withininstrument and acknowledged to me that she/he executed the same.IN WITNESS WHEREOF, I have hereunto set my hand and affixed byNotarial Seal as of the day and year first above-written._, 2019, before me a Notary Public for the State of_, the _ of The CitySEALPrinted Name:Notary Public for the State of MontanaResiding at:.My Commission expires^7128 N:\2709-002ia Front St lntorcept.or\DWG\Exhibit9\2709~00218 EE- SAS-1 EX-A.dwg, 8.5 x 11 (portrait) EX-AQ). Plotter: All 17, 2019 - 9;12tim, bt<rayEXHIBIT ALOCATED IN THE WEST ONE-HALF OF SECTION 8,TOWNSHIP 2 SOUTH, RANGE 6 EAST, P.M.M., GALU\TIN COUNTY, MONTANA, CIT/ OF BOZEMAN\-<G^y>^IT-%>^/P.O.B\^•QV^-5\^-/^HL2§.--s\FBOKs;\sPROP:COK.TO:%ss'?'ssvr-l<k.^^.sm.§'&>5-^K.\ \-parrand--v\-^^iT\ \t^s^y3^\ ^r^• N81-01'11\E ^FROll <i ESUT.^ ' PROP. COR.)^?^:^ _S5S-27'50-E'f(^^<~^0':TOTRACT D 1 AMINOR SUBN0.344CS88-24'35"E^^s..30&46'.(R=-30a.'<3')^•%>fivwmmii.'""<„/f^^/*.^D-0s5I0sI >-s92LS^.t^^^^£^y1h'/'^\s^r^^^'"'<L^'(This exhibit is valid only ifseal Is signed and dated)BASIS OF BEARING;CONTROL POINT j)[114 FOUND YPCMODIFIED STATE PLANE FROM MTSU CORSPOSITIONUS STATE PLANE 1983 MONTANA 2500, NAD1983, INTERNATIONAL FEETWITH GROUND PROJECTION AT:NORTHING: 525454.72 Inft.EASTING: 1579996.93 Inft.ELEVATION: 4812.06 Ift.NORTH LATITUDE: 45--40'-50.73209"WEST LONGITUDE: 111--01'-14.08723"ELLIPSOID HT: 4776.23 Ift.VERTICAL DATUM: NAVD88 (GEOID12A)MERIDIAN CONVERGENCE ANGLE=-01 --06'-44"/5-/5'^\'->/<^?A.<h»^\v^N23'49'J5"E%^x\27.12^\ N^'^"\/o^^<&••\z-^^\^l^t/<E OF NEWSEWER SA.W.A.EASEMENTLOCATIONs,;^^1<>L-S\•s;\^^\<^\^,^\^'^^(?-:A.\\^\<^~\\\<vz-^\^m\Cu^0\\SOrjJ'36'E\\^>s245.75'\-\\^•\^\\£.u>\NEW ROAD ACCESS LOCATIONDETAIL-SCALE 1 "=80'^\tft-s;1^\^\ A\%S42^7'12'E92.65'\>n\ff>\\:s:\^\"V:e&,\°.^^^s,-?>7^e\550-40'06'E247.26' ^<^.\^.^-^^<^^,... ^^^-. ^\-9-fc.^%.\^:^-s'?sS88-44'54"E•^?. OF NEW ROADACCESS LOCATION(SEE DETAIL)J85.23'.CR=-18S.t4')&^^\;^v^:w-V.^•^^A566-10'25'E^/^-<^'<!>393.27\^??.^\N23-49'35'E27.12'\^\^^SS8-37'56"E-120.21'(R=tzo.ze')\£-\^sfrjs'sfE-s.^s^:-^•f36.07^,^^.^0.Oj^^>^?^&>P.O.E.•7:S66-10'25"E-44.08'^"y (rmu Vi NSWy ^\\^K-N85-15'08"E]\\l\30.19'Cmt^°s?^ESUT.TO PROP.\?cos.)\s?0\\-r>.gF<\\015co<&^:NEW SEWER , ROAD & ALL-WEATHER ACCESSEASEMENT AREA: 42,324.97 ft', OR 0.97 ACRESFOUMO MOWUUENT AS CAUSC OUT OffUMOR SUB PUT 344C (DOCfZS'l.a'ISI)mTHMG FOUND OR SET- CALCULATEDPO/AT FROM FOUHD UOMUENTS•B(\1\0100200IN FEET400R= SOWRD DTSTAHCe PeR MINOR SVB 3440U= MEASUSED D1STAWEIfOTES:/.; BOVtfDARY WAS DeRlVED PROU ACCSPTIW THE POUIfDMOIfCJUStlTS CALLSD FOR ON UINOR SUB SI^C. ArTEUPTSVSRE MASS TO HOLD THS RECORD STRUCTURE OF UMOR SUB341C, BUT RESULTED IH DISCREPAIfCfSS Off ErTHER END. MSVTUOWVStTTS AS SHOWlt OH US a-4-IC HAVE NOT YET BEEN SETOR HAVE BEEtf DESTROYED (AS OF 07/OS/19). W THESKLOCATIOHS, RECORD MFOSUATIOIf VTAS USSD 'TO CAUXUTEUN-MOHUUSHTED LINES.Z.) A COUPLETS TITLE SEARCH V^AS NOT PSRFORUED AS APART OF THIS EXHIBIT FOR EXISTIW SASeifBWS OReiKVMBRANCES, AND THOSS SffOWM ARE GRAPHICAL MIDCATSOV.STAHLYSTAHLY ENGINEERING & ASSOCIATESPROFESSIONAL ENGINEERS & SURVEYORS2223 MONTANA AVE.STE. 201BILLIN'G'sT MT" 59)01Phm«:(w«)6ni-4055Fa«:(406)801-<062www.seaeng.com3530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fa»:(U6)442-8557851 BRIDCER DR. STE.BOZEMAN, MT 59715; (406)522-9526Sewer, Road & AII-Weather Access EasementUpon Sacagawea Audubon Society PropertyFront Street Interceptor- SanitarySewer Main ReplacementBozeman Health,Bozeman, MTPELO: 07-05-13DRAWN: BKCHECKED: OSDATE; 07-17-19SHEET1 OF 2129 N:\'1709~00218 Front St lnt<M-c<ptoT\OWG\^hibits\2709-00218 EE-5AS-1 E"-S.dw9. 8.5 x 11 (portrait) EX-B, Plotted: Ju) 17, 2019 - 9:53am, blyoy'"$'-^LOCATED IN THE WEST ONE-HALF OF SECTION 8,TOWNSHIP 2 SOUTH, RANGE 6 EAST, P.M.M., GALLATIN COUNTY, MONTANA, CIT»' OF BOZEMANP^llc./c3T^ ^^'\ss-^^"-TRACT D1AMINOR SUBN0.344C^\\\/\\/•^0.\/^\pa.'^>ss^&s^^^^s^'\-VP.O.B.11"Eavo^\n3j2\^"ESMT, To^^'COR)^'s'••::::^:'s^<.•.-.•.• .\-.-^\\-.^,.-.•.•.'?*<..•.•.•.•y.-.'.".''-.'. .•.'.•.•.^'11^^^:^^;MsroV^"^\ROUt:\126.22\PROP.s>-(TSOM\COR.v\E'Slff-l'.'.'TO I\?\s\\a•V,"ID\R\^N\s'??<0\Q. OF NEW ROADACCESSLOCATIONy\:::?s^\v_^s•»^\s;'\^:^\^\:^1ft^\v\S88'24'35"Es-::^\-s:.308.46' (R--30a.^3')\:?sB>/44^\^<J»\^-\x^^\v^\°^\\'%>\I?\\•%>SH-W'29'E\v::\.^\119.20'\-\\\m\00\P.O.E.\ ^cn\\^0\\^:\ ^\V::\^°^I\•»•.^\s\^>\•%>\s.1^\:1^'•s.\\•?0>•s•Xlfts5§8aia,Bk•tySl?.?r<^<s>^"•""ro"""^,^^s^"\\^'<••^/*\DAs-DISTA701"3^N'^s-'e^'/"/"v^^y(This exhibit is valid only ifseal is signed and dated)BASIS OF BEARING:CONTROL POINT ,!d14 FOUND YPCMODIFIED STATE PLANE FROM MTSU CORSPOSITIONUS STATE PLANE 1983 MONTANA 2500, NAD1983, INTERNATIONAL FEETWITH GROUND PROJECTION AT:NORTHING: 525454.72 Inft.EASTING; 1579996.93 Inft.ELEVATION: 4812.06 Ift.NORTH LATITUDE: 45-40'-50.7J209"WEST LONGITUDE: 11 r-01'-14.08723"ELLIPSOID HT: 4776.23 Ift.VERTICAL DATUM: NAVD88 (GEOID12A)MERIDIAN CONVERGENCE ANGLE=-01-06'-44"^NEW ROAD ACCESS EASEMENT AREA:12,608.54 ft'. OR 0.29 ACRESPOUND UOMJUEIO' AS CALLED OUT ONU1NOR SUB PLAT S^C (DOCfg642^S1)KHOTHMG FOUHD OR SET- CALCULATEDPOINT FROM POUND UOtWUSWSB- RECORD CISTAWe PER UMOH SUB 34WU- UEASUREO DISTANCE050100IN FEET200MffiESL1.) BOUIfBARY WAS DERIVED FROU ACCSPTIHG THS FOWD ItOMJUEHTS CAliSD FOR OM UMOR SUB 34W.ATTSMPTS WERE MADE TO HOLD TN£ RECOltD STRUCTURE OF UMOR SUB 3^C. BUT RESULTED INDISCREPAHCIES Ofi EITUER SND. NEV UOM1UEM'S AS SHOVN ON US 3440 HAVE NOT YST BEEN SST ORHAVE BEEH DESTROYSD (AS OF 07/OS/19). Itf THESE LOCATIONS, RECORD WFOSMATION WAS USED TOCALCUUTE UN-WNUUEMTED LIMES.Z.) A COMPLSTS TITLE SEARCH VAS NOT PSRFOSUED AS A PART OF THIS EXHIBIT FOR EXISTING EASEUStfTSOR ENCUUBRANCES, AND THOSE SHOWK ARE CRAPHICAL IN LOCATIOH.STAHLY ENGINEERING & ASSOCIATESPROFESSIONAL ENGINEERS & SURVEYORSSTAHLY2Z23 MONTANA AVE.BILUNGS, MT 53101Phone: (406)fi01 -4055Faa (406)801-4062www.seaeng.com35.30 CENTENNIAL DR.HELENA, MT 58601Ptloir:(408)442-8594FOK; (406)442-8557851 BRIDGER DR. STE.~80Z'E'MAN'.' MT'53715Phone;!Fa]c(406)522-95281New Road Access Easement UponSacagawea Audubon Society PropertyFront Street Interceptor- SanitarySewer Main ReplacementBozeman Health,Bozeman, N4THELD; NB 7-05-19ORAWN: BKCHECKED: DSDATE: 07-17-19SHEET1 OF 1130 IIJl2sgIIy?1£&1mil0GlII!|il^K<0sRCONSTRUCTION DRAWINGSEXHIBIT CFRONT STREET INTERCEPTORSANITARY SEWER MAIN REPLACEMENTBOZEMAN, MONTANACJTY OF BOZEMAN CIP PROJECT #WWIF11SRF PROJECT #LINCOLNLibbyTOOLE I g.sh'"v / aGLACIERCut BankScobeyDANIELSPtentywoodSHERIDANFLATHEADKalispellHILL, ChirookBLAINEC.he'6PONDERAMaltaPHILLIPSVALLEYGlasgowROOSEVELTWolf pointConradSANDERS'hompsonLAKECHOUTEAUTETON•PoisonRICHLANDSidneyiorGreat FrillsCASCADE^McCONECireteLEWISFEROUS^^MISSOULA' MissoulaJ^JordGARFIELDAND•yDAWSONGlendiveCLARKJUDITH^'.BASINPRAIRIEGRANITE I POWELL^^F—Ji^i^^:gSBAU)1HamiltonRAVALLITerryWHEATLANulpheiJll ROSEBUDMUSSELSHELLjndupHarlowtonSprings°-;^| g^Cl»RBakerFALLON^sHyForeythRyegate!?SWEETGRASSSILVERCUSTERBOWYELLOWSTONEGALLATINBozei•STILL-1^Big Timber f WATERBllllnil. { ."•"""MADISONVlroiniaCityPARKDlltorBEAVERHEADBroadBIG HORNCARTERRed LodgeCARBONPOWDERRIVERPROJECT VICINITY^^s^-•{a-y»;i^j*^£7^?^;@•sr•^?i'"sr-^.f-;-Iy,A*'^"w»v*.{-^i^^xt«ss•I'^K^^'Tfes?'-». -T?t^^^eaN^•^m<^y,fV.^,'"s?iB-^f.ma:-s,^:!-•{•^a'N-'.»€•M?-ffiK"•I•.;";I•^.il-.rsai•EM^.->T:•;<ST"s';?*»'W-.^•s-'-'-'.~fs?•^,:MI.^-;i-^;*•w•»?.*;.-t12^^In^%;,:?•t^«i/'fr1•^^'i':„'".r\^.<••ffsEir^,^T^miSl?jPROJECT LOCATIONLOCATION MAPNTSVICINITf MAPr = 1000'SHEET INDEXSheetNumberSheet TitleT1.0co.oTITLE SHEETGENERAL NOTESC0.1C0.2GENERAL NOTESPLAN AND PROFILE SHEET INDEX01.001.1OVERALL SANITARY SEWER MAIN LAYOUTOVERALL SANITARY SEWER MAIN LAYOUT01.203.0OVERALL SANITARY SEWER MAIN LAYOUTDETAILS03.1C3.2DETAILSSANITARY SEWER MAIN PLAN & PROFILE STA -1+00 TO 12+00C3.303.4SANITARY SEWER MAIN PLAN & PROFILE STA 12+00 TO 25+00SANITARY SEWER MAIN PLAN S PROFILE STA 25+00 TO 38+0003.5C3.6SANITARY SEWER MAIN PLAN & PROFILE STA 38+00 TO 51+00SANITARY SEWER MAIN PLAN & PROFILE STA 51+00 TO 59+0003.703.8C3.9SANITARY SEWER MAIN PLAN & PROFILE STA 59+00 TO 69+00SANITARY SEWER MAIN PLAN & PROFILE STA 69+00 TO 76+25SANITARY SEWER MAIN PLAN 8, PROFILE VILLAGE DOWNTOWN BLVDPROJECT CONTACTS:City of BozemanEngineering Department406-582-22a3Water & Sewer Department406-582-3203Engineer of RecordGreg Sleekier, PEStahly Engineering Associates406-522-8594406-250-4852\WMWlllllS°NT^WM.-~IT,: STECKLER :,|^-.No:4ie73PE.^|y""in'i1iiiDn"w01-^GRE$fltf/M. STECKLER, PEQUALIPf CONTROL REVIEWER,,-J>^-^^rB"FyfrAL,PE3"FyTTAL,STAHLYSTAHLYENGINEERING& ASSOCIATESPROFESSIONALENGINEERS &SURVEYORSwww.seaeng.com2223 MONTANA AVE.STE. 201BILLINGS, MT 59101Phone:(406)601-4055Foii:(406)601-40623530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fax: (406)442-8557851 BRIDGES DR. STE. 1BOZEMAN, MT 59715Phone: (406)522-9526Fax; (406)522-952eISSUE/REVISIONNo.DATE1 103-18-19BYGMSDESCRIPTIONRESPONSE TO COBCOMMENTSNo.2DATE04-15-19BYGMSDESCRIPTIONRESPONSE TO COB ANDMDT COMMENTSNo.3DATE08-08-19BYSJSDESCRIPTIONEASEMENT EXHIBIT CNo.4DATEBYDESCRIPTIONNo.5DATEBYDESCRIPTIONec:hLU <" sU:Q:ZIllz!l^UJ^ ^ a-< LUb a0)0cru-^llII|iCDTITLE SHEETDESIGNED: GMSDRAWN: GMSDATE: 01-03-2019SHEETT1.0131 II s11I&\08ili|il!1s0IIKi|ilEXHIBIT CMATERIALS SUBMITTALS REQUIREDPRODUCTPARTY RESPONSIBLE FOR SUBMITTALREQUIRED SUBMITTALS PRIOR TO MOBILIZATIONREQUIRED SUBMITTALS DURING CONSTRUCTIONSEWER LINE MATERIALSBORE CASING MATERIALSCONTRACTORCONTRACTORMANUFACTURER'S CUT SHEETS AND PRODUCT MODELjf OR SPECIFICATIONSMANUFACTURER'S CUT SHEETS AND PRODUCT MODELjjl OR SPECIFICATIONSN/AN/APRECAST CONCRETE STRUCTURESPIPELINE BEDDING MATERIALCONTRACTORCONTRACTORMANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONSON SITE TfiENCH BACKFILL MATERIALROAD SUB-BASECONTRACTORCONTRACTORGRADATIONS, PROCTOR, LIQUID/PLAST1C LIMITS, P.1.,N/A1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITENONEGRADATIONS, PROCTOR, LIQUID/PLAST1C LIMITS, P.l.1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTEREDREPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITECRUSHED BASE COURSEASPHALTEXTERIOR CONCRETECONTRACTORCONTRACTORCONTRACTORGRADATIONS. PROCTOR, LIQUID/PLAST1C LIMITS, P.1, FRACTURED FACES, WEAR.PROJECT MIX DESIGN FROM SUPPLIERPROJECT MIX DESIGN FROM SUPPLIER1 REPRESENTATIVE SAMPLE OF MATERIAL IhlPORTED TO SITESEE MATERIALS TESTINGSEE MATERIALS TESTINGON-SITE MATERIALS TESTING (PUBLIC STREETS AND UTILITIES)PRODUCTPARTY RESPONSIBLE TO OBTAIN TESTSTEST FREQUENCYTEST REQUIREMENT & STANDARDTRENCH EXCAVATION. BACKFILL AND COMPACTIONROAD/ALL-WEATHER ACCESS SUBGRADEENGINEERENGINEER1 TEST PER 50 LINEAR FEET OF TRENCH'i*1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT95% BY AASHTO 599 OR ASTM D698 PER MPWSS95% BY AASHTO T99 OR ASTM D898 PER MPWSSSUB-BASE COURSECRUSHED BASE COURSEENGINEERENGINEER1 TEST PER 50 LINEAR FEET ROAD OR 10.000 SQUARE FEET PARKING LOT1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT95% BY AASHTO T99 PER MPWSS95% BY AASHTO T99 PER MPWSSASPHALT MIX VERIFICATIONASPHALT IN-PLACE COMPACTIONENGINEERENGINEERFIELD MARSHAL PER 2000 TONSTEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT**COMPLIANCE WITH MIX DESIGN93% BY ASTM D2041 PER MPWSSCONCRETEVIDEO TESTINGSEWER AIR TESTINGENGINEERCONTRACTORCONTRACTOR1 TEST PER POUR MIN. OR 1 TEST PER 50 C.Y.TEST ON ALL MAINSTEST SEWER MAIN AFTER BACKFILLTEMP. AIR. SLUMP, 4 CYLINDERS, PER MPWSSCONTRACTOR TO COORDINATE WITH CITY OF BOZEMANPER SECTION 02730 MPWSS•TRENCH BACKFILL AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02221. COMPACTION TESTING SHALL BE DONE ON EACH LIFT OF BACKFILL MATERIAL. TRENCHBACKFILL TESTS SHALL BE DONE WITHIN THE FIRST 100 FEET OF A MAINLINE TRENCH OPERATION AND AT NO MORE THAN 200 FT INTERVALS THEREAFTER. ALL SERVICE LATERAL TRENCH BACKFILLS SHALL BE TESTED. COMPACTIONTESTING AROUND ALL MANHOLES AND VALVE BOXES SHALL BE DONE INDEPENDENTLY OF THE MAIN LINE. TESTING SHALL BE DONE BY THE PROJECT ENGINEER.••CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN TtiE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY.THROUGHOUT THE ENTIRE PROJECT.AT A MINIMUM THAT PATTERN SHALL BE MAINTAINEDLEGENDEXISTINGSANITARY SEWER MAINSANITARY SEWER MAIN TO BE ABANDONEDWATER MAIN OR SERVICECONTOURS (1 FT. INTERVALS)EDGE OF ASPHALTEASEMENT LINECONCRETE CURB AND GUTTEROVERHEAD ELECTRICUNDERGROUND ELECTRICNATURAL GAS LINEUNDERGROUND FIBER OP71C LINEUNDERGROUND COMMUNICATIONFENCE. WELDED WIRECULVERTBENCHMARK/CONTROL POINTFOUND BOUNDARY MONUMENTWETLANDS-ss<«:•w--49W--X-JAWELLCURB STOPWATER VALVEFIRE HfORANTSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSTORM DRAIN INLETPOWER POLEGUY WIREELECTRIC PULL BOXELECTRIC PEDESTAL/BOXELECTRIC SERVICE/METERCOMMUNICATION PEDESTALNATURAL GAS VALVENATURAL GAS SERV1CEAIETERLAMP POSTEXISTING®vR%©5'0,—)tS*Ks^SANITARY SEWER MAINEASEMENT LINESANITARY SEWER MANHOLEALL-WEATHER ACCESS ROAD^;%^^^SSSSSSSSSeSSiSSsSSSS^M.-;. ISTECKLER :,L-. No. 41873PE ;..wSTAHLYSTAHLYENGINEERING& ASSOCIATESPROFESSIONALENGINEERS &SURVEYORSwww.seaeng.com2223 MONTANA AVE.STE. 201BILLINGS. MT 59101Phone:(406)601-4055Fan(406)601-40623530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fax: (406)442-8557851 BRIDGER DR. STE. 1BOZEMAN, MT 59715Phone:(406)522-8594Fax:(406)522-9528ISSUE/REVISIONNo. I DATE1 103-18-19BYGMSDESCRIPTIONRESPONSE TO COBCOMMENTSNo.2DATE04-15-19BYGMSDESCRIPTIONRESPONSE TO COB ANDMDT COMMENTSNo.DATE3 108-08-19BYSJSDESCRIPTIONEASEMENT EXHIBIT CNo.4DATEBYDESCRIPTIONNo.5DATEBYDESCRIPTIONI<PH ?.^z ^E§iIll^^^ <^.wbE§^11II1§IsGENERAL NOTESDESIGNED: GMS. SJSDRAWN: SJS, GMSDATE; 01-03-2019SHEETco.o132 ([a|sXlass11I8IIIIg81s\IIIIsi?3GENERAL CIVIL NOTES1) BOZEMAN SEWER IMPROVEMENTS SHALL BE CONSTRUCTEDIN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS.2) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS,CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE.CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OFTHESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO ORTO EXCAVATE ADJACENT TO THESE FACILITIES. THE ENGINEERMAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATERAND SEWER LINES TO ESTABLISH THE EXACT LOCATION OFTHESE UTILITIES.3) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE ANDARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTORSHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIORTO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALLPROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION.ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIESSHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHERUNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALLHAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/ORONE-CALL LOCATORS. CALL BEFORE YOU DIG.1-800-424-55554) PRIVATE UTILITIES SUCH AS PRIVATE LIGHTING CONDUITSAND UNDERGROUND SPRINKLER LINES EXIST ADJACENT TO THEPROJECT. CONTRACTOR SHALL ATTEMPT TO DETERMINE THELOCATION OF THESE FACILITIES PRIOR TO EXCAVATION.CONTRACTOR SHALL REPAIR DAMAGE TO THESE FACILITIES IN ATIMELY MANNER.5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANSAND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELDVERIFICATION. THE ENGINEER CAN BE REACHED AT:STAHLY ENGINEERING Se ASSOCIATES INC.851 BRIDGER DRIVE, SUITE 1BOZEMAN, MT. 59715PHONE (406) 522-9526FAX (406) 522-95286) CONTRACTOR SHALL PROVIDE A (2) TWO-YEAR WARRANTYTO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE.WARRANTY PERIOD BEGINS UPON ACCEPTANCE OFINFRASTRUCTURE BY THE CITY.7) ALL CONSTRUCTION SHALL BE CONDUCTED FROM WITHINEXISTING STREET EASEMENTS OR PUBLIC RIGHTS-OF-WAYS.S) CONTFiACTOR SHALL TAKE PRECAUTIONS TO PREVENTDAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTINGPAVEMENT OUTSIDE OF SAWCUT LIMITS AS DEPICTED ON PLANSSHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SAWCUTALL EXISTING PAVEMENT EDGES AND TACK PRIOR TO PLACINGNEW PAVEMENT.9) CONTRACTOR TO PROVIDE INLET PROTECTION FOR THESTORM DRAIN INLETS.10) CONTRACTOR TO NOTIFY ENGINEER IF ANY STOREDMATERIALS OR OBJECTS NEED TO BE MOVED. ENGINEER WILLCOORDINATE WITH RESPECTIVE OWNERS TO HAVE STOREDMATERIAL OR OBJECTS MOVED.11) WHERE CONTRACTOR BELIEVES THAT TREE REMOVAL ISNECESSARY. CONTRACTOR TO OBTAIN APPROVAL FROMENGINEER PRIOR TO TREE REMOVAL.GENERAL UTILITf NOTES1) WATER, FIRE. AND SEWER SERVICE IS TO BE MAINTAINEDFOR ALL EXISTING USERS. NOTIFY USERS IF ANY TEMPORARYSHUTDOWN IS REQUIRED. IF SHUTDOWNS EXCEED 4 HOURSPROVIDE TEMPORARY SERVICE.2) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THEPIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BETYPE A.3) CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING A WATERMAIN AND SEWER MAIN SEPARATION OF 10 FEETHORIZONTALLY EDGE TO EDGE AND 18 INCHES VERTICALLY ATCROSSINGS.4) ADJUST MANHOLE BOX COVERS PER CITY OF BOZEMANMODIFICATIONS TO MPWSS DRAWINGS NO. 02213-1 AND02213-2.5) ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'SWATER SUPPLY SHALL BE OPERATED BY COB PERSONNELONLY.6) THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENTA MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.7) ABANDONMENT OF SEWER MAINS TO BE ACCOMPLISHED BYCOMPLETELY FILLING PIPE WITH NON-SHRINK FLOWABLE FILL.8) THERE WERE NO SEWER SERVICES DERIVED FROM TVRECORDS.WETLANDS NOTESALL WORK IN THE WETLANDS AREA MUST CONFORM TONATIONWIDE PERMIT 12. ANY VIOLATION OF PERMITS AND ANYFINES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THEFOLLOWING NOTES SUMMARIZE THE KEY REQUIREMENTS OFTHE PERMITS.1) ALL VEHICLES IN WETLANDS TO BE TRACKED VEHICLES ORWHEELED VEHICLES ON PADS.2) EXCAVATED MATERIAL THAT IS SIDECAST IN TEMPORARILYIMPACTED WETLANDS MUST BE PLACED ON ASEMI-PERMEABLE SEPARATION FABRIC AND STABILIZED.TEMPORARY SIDECASTINGS IN THE WETLANDS TO REMAIN INPLACE FOR NO MORE THAN THREE MONTHS TOTAL AND NOMORE THAN 30 DAYS AFTER THE PIPELINE IS LAID.3) ALL TEMPORARILY DISTURBED WETLANDS TO BE RESTOREDTO PRE-CONSTRUCTION CONTOURS WITHIN 12 MONTHS OFCOMMENCING THE TEMPORARY IMPACTS' CONSTRUCTION. THETOP 12" OF TRENCH BACKFILL TO BE TOPSOIL FROM TRENCHEXCAVATIONS. ONCE RESTORED TO PRE-CONSTRUCTIONCONTOURS, THE TOP 12" MUST BE MECHANICALLY LOOSENEDAND SEEDED WITH A NATIVE WETLAND SEED MIX.4) A MINIMUM OF ONE IMPERVIOUS TRENCH PLUG TO BEINSTALLED BETWEEN MANHOLES FROM STATION 25+50 TOSTATION 55+50.5) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENTDAMAGE TO WETLANDS WHILE ABANDONING EXISTING SEWERMAINS AND MANHOLES.EXHIBIT CSURVEY NOTES1) BASIS OF BEARING:NGS CORS STATION ID MTSUNORTH AMERICAN DATUM OF 198.5 (NAD 1983)MONTANA STATE PLANE 2500GROUND PROJECTION AT:NORTH LATITUDE: 45-40'50.73209-WEST LONGITUDE: 111-01'14.08723'ELLIPSOID HT: 4776.26 SFT.VERTICAL DATUM: NADV88 (GEOID 12A)MERIDIAN CONVERGENCE ANGLE: (-)01-06'31"2) PROJECT BENCHMARK IS THE "ARROW" BOLT ON THEFLANGE OF THE FIRE HYDRANT LOCATED ON THE SW CORNEROF THE INTERSECTION OF MAIN ST. AND S. BOZEMAN AVE.ELEVATION = +815.16'3) STAKING OF PUBLIC STREETS AND UTILITIES TO BE UNDERTHE DIRECTION OF A LICENSED SURVEYOR, AND CERTIFIED.TRAFFIC CONTROL NOTES1) SEWER WORK IN TAMARACK AND FRONT STREET WILLREQUIRE STREET CLOSURE.2) THE PROJECT IS ADJACENT TO AND WITHIN EXISTINGSTREETS AND SIDEWALKS. PORTIONS OF THESE STREETSAND SIDEWALKS WILL REQUIRE CLOSURE FORRECONSTRUCTION. CONTRACTOR SHALL PROVIDE ATRAFFIC CONTROL PLAN TO THE CITY FOR THETEMPORARY CLOSURE OF CITY STREETS AND SIDEWALKSDURING RECONSTRUCTION AND TO MDT FOR MAIN STREET.ACCESS TO ADJACENT RESIDENTS TO BE MAINTAINEDDURING CONSTRUCTION. THE CONTRACTOR SHALL KEEPADJACENT SIDEWALKS OPEN AT ALL TIMES EXCEPTDURING PERIODS OF ACTIVE RECONSTRUCTION.3) PEDESTRIAN ACCESS SHALL BE PROVIDED WHEN SAFEAND FEASIBLE. CLOSING OF SIDEWALKS ANDCROSSWALKS WILL REQUIRE SIGNAGE.GPS-TIE CONTROL POINT TABLEPoint j?454455Northing528388.74528395.71Easting1578358.141578429.35Elevation4771.124768.19Raw DescriptionHYD A BOLTKLJ 1.5" AC CP9CONSTRUCTION STAKING NOTESTHE FOLLOWING CONSTRUCTION STAKING SCOPE IS PROVIDED BYOWNER.1) MANHOLES: TWO (2) GRADED OFFSET STAKES AND ONE(1) CENTER OF STRUCTURE STAKE FOR EACH MANHOLE.2) PIPE: TWO (2) GRADED OFFSET STAKES AT THE CENTEROF EACH PIPE RUN BETWEEN MANHOLES.3) JACK AND BORES: 32 GRADED OFFSET STAKES (16 PERJACK AND BORE INSTALLATION).4) ALL-WEATHER ACCESS: ONE (1) GRADED CENTERLINEOFFSET STAKE AT 100' INTERVALS ALONG STRAIGHT-LINESEGMENTS, ONE (1) GRADED CENTERLINE OFFSET STAKEAT 50' INTERVALS ALONG CURVED SEGMENTS, ONE (1)GRADED CENTERLINE OFFSET STAKE AT EACH PC/PT, ANDONE (1) STAKE AT ALL RADIUS POINTS.5) WETLAND FILL EXTENTS: ONE (1) STAKE AT 25'INTERVALS ALONG THE FILL EXTENTS WITHIN WETLANDAREAS.6) LAY-DOWN CURB: ONE (1) CENTERLINE STAKE AT EACHCURB CUT LOCATION.IF CONTRACTOR DEEMS THAT THE ABOVE-STATED STAKINGSCOPE IS INSUFFICIENT TO CONSTRUCT THE WORK, CONTRACTORSHALL COVER ALL COSTS ASSOCIATED WITH ADDITIONAL SURVEYAT CONTRACTOR'S SOLE EXPENSE. RE-STAKING OF THE SCOPESTATED ABOVE SHALL BE AT CONTRACTOR'S SOLE EXPENSE.UIIIUUl,,,5-ONTEIW:"=T;: STECKLER :^N0.41873PE^^^^ff^^1""'01,STAHLYSTAHLYENGINEERING& ASSOCIATESPROFESSIONALENGINEERS &SURVEYORSwww.seaeng.com2223 MONTANA AVE.STE. 201BILLING'S" MT"59101Phone:(406)601-4055Fax:(406)601-40623530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fax; (406)442-8557851 BRIDGER DR. STE. 1BOZEMAN, MT 59715Phone: (406)522-8594Fax: (406)522-9528ISSUE/REVISIONNo. I DATE1 103-18-19BYGMSDESCRIPTIONRESPONSE TO COBCOMMENTSNo.2DATE04-15-19BYGMSDESCRIPTIONRESPONSE TO COB ANDMOT COMMENTSNo. I BATE508-08-19BYSJSDESCRIPTIONEASEMENT EXHIBIT CNo. I DATE4BYDESCRIPTIONNo. I DATE5BYDESCRIPTIOND;liLU <" 2a: a; zillLU LUh w u^i^^iw b ^iru-Is^iI!pmGENERAL NOTESDESIGNED; GMS. SJSDRAWN: SJS. GMSDATE: 01-03-2019SHEETC0.1133 !!^1ss§111ti|3111KfelilIIIssII3^1r•VS''V—HR" '^^•-•y^A*m,<-titwMtf&'s.811ms^—»5«%^y.^.1}sI^:«^^mmm'".r—i«I :^*1rf5W^^m-^ss-^&^AK%'?%m^^^I*,f^%,,.,*,^^•<'i?,txsm•:•«s^^?•»T?,•;/y.^i/sa<-t.Bri-rm(»,4.-<•.'<<?^^^^/;"*.St<;1^mft\<»..s^0 150 300^.'•^..-»\^,—^/•^^t^SCMS'-W^E.\sf^^^lfc.t.*l-1vlr<-;m"m^m.il^(^•s'i:if^y';.'^'%?•^".->./*v^•€i>^^1/^w<•^isi^r^.^k/'iu^-^s:-/'fr»<IIWKt\.<^! i-^."n^ it.^1y^4'f^«^1^^^"^.\*.;^«uM^it/S. y'3mfc^^•..'^.1••..::.^^'»^^r'^•^*i.'?:^f^^.^••X^'.<^^<fei%7.^•<..••;i%.»•K^^•<'»«•tv.^^(,§,%•ir^^^11^:^>^-\s,^ ^rn«:a:^»»'•f.i5^lfc?t%'f-».;m^.••*,'T^^»'»^/*te^.s1;^;f*^'•f;^^'.wrSf^^tw^•-f'S- ^trff«^snrt",.'t;ff-%tt^V^TI's•^•rflfc.-iyl"tStf—-J^I-^/"sW9IffS»ti1^^I•-1IdliT.^:;;;^s;^o.^^Nt.fl v,ty;y^*••^ymiis,<,^^^^i'v:^t#,3^<».t,^t^ASt*;f^s'^s•^i?sa,?>,»•^9«*'^«s.^-.^-I•I(^?»-3*•i/\^y<\^^<^9»f^vt;m^*•<i"V.^s<d•7^<k•9&i»^A'TT^?^ts&^8^^Ett-t^ff" ;^;';\\l'?f^M^^m<"al<r:»:x•SSK^^i«~a,«»l»teV%^wys?^ir-x?>.."<;^'^tltt^^^sSSS^y1^tfe-<I-^?afis*«wEXHIBIT C/^^<E&5frYM.-~-a: STECKLER :n:l;. NB.41873PE:,®.^^^ff^'"JIIWoifta/foif)^^-Sf^^STAHLYSTAHLYENGINEERING& ASSOCIATESPROFESSIONALENGINEERS &SURVEYORSwww.seaeng.com2223 MONTANA AVE.STE. 201BILLINGS, MT 53101Phone:(406)601-4055Fax:(406)601-40623530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fac(406)442-8557851 BRIDGER DR. STE. 1BOZEMAN, MT 59715Phone:(406)522-9526Fax; (406)522-9528ISSUE/REVISIONNo.1DATE03-18-19BYGMSDESCRIPTIONRESPONSE TO COBCOMMENTSNo.2DATE04-15-19BYGMSDESCRIPTIONRESPONSE TO COB ANDMDT COMMENTSNo,DATE3 108-08-19BYSJSDESCRIPTIONEASEMENT EXHIBIT CNo.DATEBYDESCRIPTIONNo.5DATEBYDESCRIPTIONa:JiUJ <" 2Q:: a: z^ilLU UJh w "Luu1^ ^ °-.? < yiw b ^lr1=^iII1§g§mPLAN ANDPROFILE SHEETINDEXDESIGNED: GMSDRAWN: GMSDATE: 01-03-2019SHEETC0.2134 l^^l•as'a^•msWL&»;!^^s*%&s^<t 1I:e-i.•I.^g!8m<\;y^'ifl^s.»?inEST'•^£B?m.eesaSTAHLY^x<•I ':l:3Mi.yr'i-As^^"70^-93,-'• -^i;flft^\j(J-*-^Jii.^ai»w^it:%ss>s•^STAHLYENGINEERING& ASSOCIATES^:: m?liW-;•h\s^r«^c;:U«IS»is•fr^it,•yiffw»'mR?^<--vs,^PROFESSIONALENGINEERS &SURVEYORSwww.seaeng.comy^^9E?g>^fr^&';»•*mL\•\:*£:;^m•6."^.\AL^«m%2223 MONTANA AVE.STE. 201BILLINGS" MT'59101Phone:(406)601-4055Fax:(406)601-4062fc^K%-Ot:'s^Vgfl-sNII^.#ik(c^ta«•&$^NN-.:3530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fax: (406)442-8557LNINEW ^W5<iWi^fiNT^^PUfeRQAD R:0^'!!^;*,|3,r-'SMK'SS" 109-'- l'*<::^(j@,1<j?^?»?:asIStiKf<7W%'tt\«851 BRIDGER DR. STE. 1BOZEMAN. MT 59715Phone: (406)522-9526Fax; (406)522-9528^Sl^%'s'&^c.WK^a.22I, SCALE IN FE^T@smyej^•ti^sISSUE/REVISIONN^:<nr"^r-' .1..'^-•sII»-,'»-^tr EDATEBYNo.-A4»«:^mWSiS;»:Si03-18-19GMS%%9r^3•:'f*"?DESCRIPTION^>*s'*<ms4>;6<ki»rew,*^s;*1RESPONSE TO COBCOMMENTS'V,0g^€^kVM\.^^\^£Sm<?•y»%s^*is»;*rDATEBYs;;Now;SJ'fi*msfaj»204-15-19GMSsi•s£SSI^•VK4•s®k^m^DESCRIPTION^•p^&^'r.«^•-fiitfrRESPONSE TO COB ANDMDT COMMENTSw^•?'t'^<<-?*\^^4%1^s&s^•^3^'-48—."8i^No.DATEBYMS*!?LS<^tlTOSt>k308-08-19ss-SJSSf.•<»ss•»ffi^fl2,1-^r..» '••^3J^a<(88Jvo*w'i^wt.DESCRIPTIONsssm^^f»^ ..- ^) :>^rL."rf';f^£^EASEMENT EXHIBIT Ct^^w.»^sNo.DATEBY^ws'Nt^^•ifr'*nB<r ii'pWf,.?1"ii/.TS1^4s"r»?:M^^%DESCRIPTIONi^11^<gg%v«>c^^/T.s'wT«_tt•s.NoDATEBYW!^^'•t^y X i^T.VTft^r^^5\J(^\"<tmw''^^:DESCRIPTION^jl'}Mdf^»y^',..s'.1%•^^s''.•T*^»"•^sJ?>fe^•%••«SgEI:u^'^th-^^_^ ..s.'^.&y^*iT^^^gii,.V1^.V^\t-•••»D;•^»~s«iiffls0y&iK<»'^^nf<FD.^;-. No.41873PE;.i\<LUm..^11fIt^5^c^;^0^f(a:s^S11^.\CK:/''^-t•s-^sLU^^t^/LUUJ^,,'ll!i.>»f-)<,^?3?^sIf-fel•SA.. ,•,13»^^^.»1±1<LU<i!»"^•If.•^^\01cof,•<>^Ill^#Illff^.•-/LU€N0;s^a.iEdUJt-l-ctlM0y<I<•^<*•;.01NAt-%^iAmb*,a:ft0co•k;~JP»fc.A,-'<^^co£a^f^c;*IInf^.?r<-1 }^.<It«r>^<rWf^^EXISTWG.SEWERMAIN \^ "^u/+m&ci"l.AOAMnr^MCn IM 01 A^>IT\ 's. i'^,^s;co^0^fIt^•IWsi^TO BE'ABANDONED IN-PLAGE'%^or!??*'^gB»^^s^•..^I^<•-*?a^•,Stis»^< \I.^M;'t-f^<.%m»'TaOVERALLSANITARYSEWER MAINLAYOUT•*"^WAIN"*'SOAD R.O.V-":i/^^m^•^MtIIy,5^^?•'£»•«•^^.*16gS!AD.SPUR^^''f< ."'<<h^g^2•<DESIGNED: GMSDRAWN: GMSDATE: 01-0.5-2019£EXITS RAIs^X/^•..»«*^^MsuB-*^- :• .''•*!SA*^€i •:^.%^': 1iNT'^&SHEET^»i»C1.0v135 ^A11•^'^^^5@^:'Y^4^<•L.5@i?^1»(<•>mFT*N<F(-:Mr^ft. •",'-•"<?;m\^••^.4^1^•f\^^r'^.:'^tt^^<^/Rtm~^[ra;s^1:^,^LAGE LOFI^CONDO MASTERt<kSt'im.».'m'(^\^^;.^\:fr'^-^"aSCALE IN FEET^K&^:^^ROOPINC^\'4<tf*^^*sjai^4»^- EXISTING 60'^ANDUT11.1TY EAS|^'.At»^t$5,s^\ms^-*^^X. / ^^~~A'—NEW3B'\MOEACCESSa''?77a^-./' AND UTILITY^EaSEMENTstyMm%^«•^^w^M^\'s-\o.^yS%"•'!^^^<!%%s^^i-wis^•MrT.?.s's--,<•^M^1OELMtEYMmCOWMW MC^^te.:^' <<mKsir»<.gi%iffi.'$ftl-\*%1^•t^J^^^Ivs-Sf-^^ferWETLANDSmms.V*-^<^:.'oMa^mNsiml'&e^^ssf^r*^-^,1miW:%^I•I^-^g^fcg5'^^s^S)m^ISI•ss,^1 m'Ij^£<feII»<<•^m^A,.00i2S€m^^£mr^^^ri^^9'f"^sv<frw,y^^^»Is^ ^s«r=^^BS—M^?e%.*".'^*,t>m^ram5 %"SSu^ff^'.;\fi\m;*••<'^-~i1'^f'€"•»%•^I^{s^^'fc'.-?fsNT'r-I'.m^^«i§sattl;.^•»,••?tif8m/f•I.,<••%.1^:y'^:•<t^^»er«STECKLER41873PEm13s%iicoiar'.s.^~^€tXl^^tjafii^.^s%^7^T: .^wy^^20^^^IfXf<^5S^^STAHLYSTAHLYENGINEERING& ASSOCIATESPROFESSIONALENGINEERS &SURVEYORSwww.seaeng.com2223 MONTANA AVE.STE. 201BILLINGS, MT 59101Phone:(406)601-4055Fax:(406)601-4a6235.iO CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fac(406)442-8557851 BRIDGER DR. STE. 1BOZEMAN, MTPhone:(406)522-9526Fax: (406)522-9528ISSUE/REVISIONNo. I DATE1 103-18-191 GMSBYDESCRIPTIONRESPONSE TO COBCOMMENTSNo. I DATE2 104-15-19] GMSBYDESCRIPTIONRESPONSE TO COB ANDMDT COMMENTSNo.DATE3 108-08-191 SJSBYDESCRIPTIONEASEMENT EXHIBIT CNo. I DATE4BYDESCRIPTIONNo. I DATE5BYDESCRIPTIONQ;h1^a: a; ziilUJ UJw ollUJ^^ ^^ai ^ -' 2s°?^\^ <^.w b ^ o^i m§"a:u.^8NmOVERALLSANITARYSEWER MAINLAYOUTDESIGNED: GMSDRAWN: GMSDATE: 01-03-2019SHEETC1.1136 ^<5^<^.^^<.'siS.-^^^»^fii-(^"tl-i%^^h^^'ffix<r^iy>IIss. '^i^sI^'<f^L&&fe.l,-«'ESTt<4..tmSTAHLY'<«SJ.I^^"il:at^&^'^^; ''o; ,y'-F':^<t<^^m^.^\-Sar»l»i.5^:<^,Sm°^<^>^s^^m/^&*;<I;;yffSK.4K—ryrt'-'-^1.,''m*«;*'I®fs-f'l_.l.»«s;.'li^^•f^JM ^y^--tSTAHLYENGINEERING& ASSOCIATESttn^iSATE OF MONTANA<^^i<*n"ty«>.^'^».«'-;r»..A ^ <i--<^'^^sl&'^~:'ss,<?te~<mt:^%,-.,;*ve@ ffy:e: ^-m^y 4^;NVISfeitti><>•-,«'.^*-)^'.^mfrmy.iK-^riii»i<a>»si-1PROFESSIONALENGINEERS &SURVEYORSwww.seaeng.comf^<;.,i,.P^^?<:^ '¥il""-'»]^SteftS'G^S EWEB.MAi »?i*,-^-<NSt^;,-^v ,vt;».e.{.^;'y.s»STMENTSLLCj»?(/njja^^Tik:«ik;B^»••-,«•tWS-wn^*<1^1!»S.•31•^-^1^""^'"^Q.-"• • "!;»,^j»i^.^-^2223 MONTANA AVE.STE. 201BILLINGS, MT 59101Phone:(406)601-4055Fa»;(406)601-4062.^Ne^CTTWt'^/%• ^a(K-^%ttc<&a*.y-l«l^--i1^}^^3530 CENTENNIAL DR.HELENA, MT 59601Phone: (406)442-8594Fax: (406)442-8557.»"»-'^^-m,-^K'-'.;\^iira*?'<^.;»a»iK:W6IM/IIw^siWEILAND1.?;tr-851 BRIDGES DR. STE. 1BOZEMAN. MT 59715Phone: (406)522-9526Fax (406)522-9528.'^^smr^ y=*<a.a»^..">^.-^-I^^^g^-^..^.^%'mISSUE/REVISION«s^•»:^v^tt-',No.DATEBYi!.!»"smf«03-18-19GMSr1\DESCRIPTION•^K.1fsmI(,Sf-<</•J!r^"/:••-&y4€sRESPONSE TO COBCOMMENTS•vs^-Bh.JSS!\1^^ll..^*<*»<.<»DATEBY^No.^•^»»fX-M' fI*s'gt7<^'04-15-1981GMS?•y»fmDESCRIPTION^»ms"^':'*'-?tl»,•,!>RESPONSE TO COB ANDMtn COMMENTSi<^t^;s!No.DATEBYI^—*«ia(»S~ts.308-08-19SJS<>••&^,,lid-£ so 10ft, "-»•„ 200rDESCRIPTIONm}1ft4.^•^^IVK-s-'EASEMENT EXHIBIT C'-?»^m^;1ISONDOMASTV.2f:miNoDATEBY^aSCALE IN FEET^m4'<*.DESCRIPTION.»^-•a^m^snt?K.gDATEBY^^Noi'•'^38S5is*.."DESCRIPTIONtei•^%A^^\&;awte»<t^Tk ^?1%x'-^5^•WWa:;Sf^W.».IApffYOFBOZEMAN-"a NESS®<(Q:I'jfc*g-^.^(i.t»».^0Sl ?r^'•^Q--CT%?€^r1^•g:v-Mrs<<FLU*K3:^^•^tm^<<w*0tfI-^^It&ELsgasa:fkm<LULUu%'t^Sv,.-." -^.MR^I-LU\:"..?2^3^M^:f£M\^^iMI^amII== UJ LU^<sl^"^uwmf<v>^LU€.-V.LU*A;IllND;•^a.<UJaw-0<s<tLUs'N^m^^•^bmm-Q.0a>!•.-x^1tits?•^-X*myvh-t-tm-.^;<A"^»*gg^.<•sli^:co^>.0aa^Q:i9.^'^'<•iSW^smTm^^tfi•*3a^%•i.;*t<•?!;^^iit<K^i^%o^K^5-^-...^&Is.^Ksamf«.s%^M.-:E!s;;\1yiS-s*!STECKLER :'sDESIGNED: GMS-I DRAWN: GMS^.fc t^i ••:• ,-•/ysyvs.^°-^..*:f/tifii1!iiiiW•^f^lf01asy,£ifOVERALLSANITARYSEWER MAINLAYOUTDATE; 01-03-2019SHEETC1.2137 IIK8gIs\11sIIIIsgsl"s;sIIIIKilcoI'MOXM1 SWU. IE CUT iUNC A NEAT WtWM.A WNIIWil OF 12- t»en) "WW tC EDaE OF »«»wOK XAT UC S LESS now y «IL*«)a XAT UC S LESS[NEW OR CW"ssss\^v^|^£—-^m'0-.-r..oii-r.*TIS")0CONTWCT ycctAi nwN^ONS TOB juiyNOunatnoNS TO WMUMISI TKMCH UATOMMSwn/o» oiwot TXEXCH tieaeN F£*TU<£SEXCAVMarc or BauhfcsSTANOWO SPEOFICA710NSNONETTPICAL UTIUTC TRENCH DCTAILSKO. 02221-NOTESSEWER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITHMPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION 02221.2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THEPIPE TO 6" ABOVE THE PIPE.3. DETECTABLE WARNING TAPE IS REQUIRED.4. PAVEMENT, CURB, AND SIDEWALK REMOVED DURING TRENCHINSTALLATION TO BE REPLACED IN ACCORDANCE WITH THETYPICAL DETAILS SHOWN ON TYPICAL PAVEMENT SECTIONDETAIL. GEOTEXTILE FABRIC IS REQUIRED IF THE SUBGRADE ISUNSTABLE OR IF PRESENT BENEATH THE EXISTING ROAD WAY.BYPASS PUMPING NOTES1) THIS PLAN IS ONLY A RECOMMENDATION. CONTRACTOR'SBYPASS PUMPING PLAN TO BE SUBMITTED PRIOR TO THEPRE-CONSTRUCTION MEETING.2) BYPASS PUMP SHALL HAVE THE CAPACITY TO MEET THEESTIMATED 650 GPM PEAK SEWER FLOW WITHOUT BACKING UPEXISTING SEWERS OR DISCHARGING TO THE ENVIRONMENT.BYPASS PUMP SHALL BE TESTED PRIOR TO COMMENCING SEWERREPLACEMENT. PROVIDE BACKUP PUMPS OR GENERATORSON-SITE. PROVIDE ALARMS TO NOTIFY THE OPERATOR IN THEEVENT OF PRIMARY PUMP FAILURE. DISCHARGE MANHOLE TO BESEALED AROUND DISCHARGE PIPE AND PROTECTED FROM PUBLICACCESS.3) LABEL BYPASS PIPING TO INDICATED RAW SEWAGE.4) BYPASS PUMPING EQUIPMENT NOT TO EXCEED BOdB.GRADE B NON-COATED STEEL.WELDED JOINT CASING PIPE(SEE PROFILE SHEET FOR DIAMETER)CASCADE WATERWORKS MFG.STAINLESS STEEL CASING SPACERSFOR CENTERED PIPE CONFIGURATION(OR ENGINEER APPROVED EQUAL)PS46 ASTM F679 PVC CARRIER PIPEOR ENGINEER APPROVED EQUAL(SEE PROFILE SHEET FOR DIAMETER)NATIVE SOILm1=UfflHE::LU:=lil=LU:r:LLl7:T:Ul7ZIiil^Sll^^@^fffuIN(1.EXHIBIT C£S-S"."%^-^''""f-li!jiv»-.^zrop™.Its—11^ "•—0-'SSGSSSS'S^Ttiui fWh^srs.-s-.ss*[/ xilh tSM ais'ystfm C-4JB.:^=^Sis\Oto,of4-»Pf"SECTION A-*CITY OF BO:ISTUfflARD DBAmNCSCALE:NONESTANDARD STRAIGHTMANHOLEWEC02^34NEV: >UU> MOtiscnr to b* 1»w 0*LA-1;72,.»..^.C»-JSs-3?y^-->^""-"sSs33SS5 SSmSSmC-flJ=—?»-£3I;iw.li«i(nunil—n-oinuPwwl-ln-ph)!:* bim.Sv'^J^,'"£"<£;•.-s.%>r•9VS'OTY OF BOZEMANSTANDARD DRAWING |SCALE:NONESTANDARD DBOPMANHOLE02730-5DEC. 2003(MM'..^SSKS<T'=>,)ss'g.sa's^';1:D Bf EKG'NEES)•MEGA-UG" OR 'UNI-FIANGE"JOINT RESTRAINTS VAY BESl)5S-ITUTE'D FOR T^E RODSTHRUST 31CCK5•MtSS^S^i»"SfRGMAC "DUCTILE LUGS" CR'PROVED EQUAL WY BEIUSED TO FACILFTATE THEROC INSTALLATION.sBOCKru-wn'•.';:.-+-^3!^5.SSeSS£S'&~'cCITY Of BOZEUANSTANDARD DRAWINGSCALE:WATER MAIN CROSSINGNO.?c2^-ItNONE IBELOW EXISTING SEWER MAINTOPICAL WATER MAIN CONFLICT CROSSING DETAIL(FOR WATER MAINS 3" AND LARGER)SCALE: NTSNOTES1.WATER MAIN AND SEWER MAIN CROSSING TO BE CONSTRUCTEDIN COMPLIANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, SECTION 02730, IN ACCORDANCE TOTHIS STANDARD DRAWING.NOTES1. SEWER MANHOLES TO BE CONSTRUCTED IN COMPLIANCE WITHMPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS.SECTION 02730.2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES ANDINVERT ELEVATIONS.3. MANHOLES SHALL BE WATER TESTED OR VACUUM TESTEDAFTER BACKFILL4. MANHOLE TO BE CONSTRUCTED ON 2' OF TYPE 2 BEDDINGWRAPPED IN GEOTEXTILE IN AREAS THAT REQUIRE TYPE 2BEDDING FOR SEWER TRENCH PER GEOTECH REPORT12/27/18.-8.00' (MIN.)-REMOVE TOP BARREL SECTIONOR CONE OF MANHOLE•EXISTING GRADEBACKFILLSEWER SERVICE NOTES1. THERE ARE NO KNOWN SEWER SERVICES FROM VIDEO RECORDSIN 2010 AND 2015.2. IF SEWER SERVICES ARE FOUND SEWER SERVICE TO BECONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS, SECTION 02730, EXCEPTWHERE SPECIFIED ON THIS DETAIL DRAWING. MAKE CONNECTIONTO EXISTING SERVICES IN TRENCH USING STRONG BACK FERNCOCOUPLING.3, SEWER SERVICES TO BE SDR 26 PVC PIPE.4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TOCONNECTION TO BUILDINGS.P-f-St•-"JNESDR35SEWERMAINii^^aaas^EXISTING WATER LINEVARIES)(SIZECOMPRESSIONCOUPUNGCTS POLY PIPE18" MINIMUM-BACKFILL WITH BEDDING MATERIALTOPICAL WATER LINE CONFLICT CROSSING DETAIL(FOR WATER LINES 2" AND SMALLER)SCALE: NTSFLOWABLE FILLCASING SPACERS TO HAVE A MINIMUM WIDTH OF 8 INCHES AND ARE TO BESET AT A MAXIMUM INTERVAL OF 6 FEET.2. ALL CASING JOINTS SHALL BE WELDED.3. PROVIDE CASCADE WATERWORKS MFG STYLE CCES END SEALS ON EACH ENDOF CASING PIPE (OR ENGINEER APPROVED EQUAL).4. MAINTAIN CONSTANT HORIZONTAL ALIGNMENT ON CASING WITH A MAXIMUMDEVIATION OF 1-INCH. CONTRACTOR TO REPORT FINAL CASING END INVERTELEVATIONS TO ENGINEER. MINIMUM SOIL COVER OVER CASING TO BE 6.5FEET.5. SACRIFICIAL ANODES TO BE PROVIDED ON EACH END OF CASINGS.6. CASING PIPE TO HAVE A MINIMUM YIELD STRENGTH OF 35,000 PSI (GRADE B)AND THE FOLLOWING CHARACTERISTICS:WORKING PRESSURE: 0 PSIJACK AND BORE DETAILN.T.S.MINIMUM WALL THICKNESS: 0.625"TOPICAL SEWER MAIN AND MANHOLE ABANDONMENT DETAILSCALE: NTSNOTESNON-SHRINK FLOWABLE FILL TO COMPLETELY FILL ABANDONEDSEWER MAINS. FILL ABANDONED MANHOLES TO 4' BELOW EXISTINGGRADE.2. SEE PLAN AND PROFILE SHEETS FOR MANHOLES TO BEABANDONED.3. FLOWABLE FILL TO COMPLY WITH MPWSS, SECTION 02225.4. BACKFILL OF TOP 4' OF ABANDONED MANHOLES IN RAILROADRIGHT OF WAY TO BE 3' OF COMPACTED 3" MINUS CRUSHED BASECOURSE UNDER 1' OF COMPACTED 1" MINUS CRUSHED BASECOURSE. BACKFILL TOP 4' OF ABANDONED MANHOLES IN ALLOTHER AREAS TO BE NATIVE SOIL.\\w"^^°NT^65{tYM.-"IT:: STECKLER :a;1IT-. No^'iarapE/'.Si^NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OFREFERENCE. OTHER STANDARD DETAILS MAY APPLY.^^7STAHLYSTAHLYENGINEERING& ASSOCIATESPROFESSIONALENGINEERS &SURVEYORSwww.seaeng.com2223 MONTANA AVE.STE. 201BILLINGS, MT 59101Phone:(406)601-4055Fax:(406)601-40625530 CENTENNIAL DR.HELENA, MT 5960)Phone; (406)442-8594Fax; (406)442-8557851 BRIDGER DR. STE. 1BOZEMAN, MT 59715Phone:(406)522-8594Fax; (406)522-9528ISSUE/REVISIONNo. I DATE1 103-18-19BYQMSDESCRIPTIONRESPONSE TO COBCOMMENTSNo. I DATE204-15-19BYGMSDESCRIPTIONRESPONSE TO COB ANDMDT COMMENTSNo.3DATE08-08-19BYSJSDESCRIPTIONEASEMENT EXHIBIT CNo. I DATE4BYDESCRIPTIONNo. I DATEsBYDESCRIPTIONQ:IIii^illUJ L1Ih w"^^^iiw b Elr11IIpmDETAILSDESIGNED: GMSDRAWN: 5JS, GMSDATE: 01-03-2019SHEETC3.0138 IfIIs§i|tIII3_?1^1sIgslI!1gJlKs00IIEXHIBIT CTYPICAL CURBMATCH EXISTING GRADE(S)3" OF BITUMINOUS PLANT MIX SURFACING PG58-28, GRADE 8 AGGREGATE.6" OF 1" BASE COURSEAPPLY TACK COATPRIOR TO PAVING1,9" MIN.-_!_i-Ummm~~}6" OF 1" MINUS CRUSHED BASE(SURFACE) COURSECOMPACTED SUBGRADE^n^^mm^m^6" MINUS SELECT SUB-BASECOURSE, (PIT RUN) - 12"mm^m^Kj=TN=I1.5% SLOPE (2% MAX)6" OF 1" MINUS CRUSHED BASE(SURFACE) COURSETl'PICAL PAVEMENT SECTIONNOTES ^^TC"1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230.2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234. 6" MINUSMATERIAL IS ALLOWED.3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSSAND CITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02235.4.BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITHMPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510.-m'—'—rr9" OF 3" MINUS CRUSHED SUB-BASE COURSECOMPACTED SUBGRADETYPICAL GRAVEL ROAD RESTORATIONSCALE: NTSNOTES1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS. SECTION 02230.2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234. 6" MINUSMATERIAL IS ALLOWED.3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSSAND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235.i=m=m=ili=Ux=m^X-,:LU^^rTT-^iTi^m^-m-^m=m^m=m=dTT—H\ ^ BLEND TO EXISTINGGRADE WITH TOPSOILCOMPACTED SUBGRADE12" OF 3" MINUS CRUSHED SUB-BASE COURSEMIRAFI 3801 FABRIC ON TOP OF COMPACTED SUBGRADE1.5% SLOPE (2% MAX)6" OF 1" MINUS CRUSHED BASE(SURFACE) COURSEm==m=immFTi3 TO 1 SLOPE TOEXISTING GRADEBLEND TO EXISTINGGRADE WITH TOPSOILJ.TCOMPACTED SUBGRADEiT^FT^H^T^36" OF 3" MINUS CRUSHED SUB-BASE COURSEMIRAFI 3801 FABRIC ON TOP OF COMPACTED SUBGRADETOPICAL GRAVEL ACCESS ROAD/TRAIL SECTION(WETLANDS TRAFFIC RATED)SCALE: NTSNOTES1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230.2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02234. 6" MINUSMATERIAL IS ALLOWED. RECLAIMED PAVEMENT AND BASE MATERIALS ALLOWED.3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSSAND CITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02235.4.GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02110.T^ss.~"QY.sssv-r^wssTMCAOFWMInLrfiS;Assrar*[naa«)i "*•[-B8B-S.S-W81-'.;'^?n'»°'>°<rS ;%<plr»~tSECTION A-Afc 12/Z7/^6MONTANA PUBLIC WORKSSTANDARD SPECIRCATIONSsou:NONERETROHT DRIVE APPROACHNO. 02529-6TYPICAL GRAVEL ACCESS ROAD/TRAIL SECTIONCTRAFFIC RATED)NOTESSCALE: NTS1SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230.2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02234. 6" MINUSMATERIAL IS ALLOWED. RECLAIMED PAVEMENT AND BASE MATERIALS ALLOWED.3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSSANO CITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02235.4.GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ANDCITY OF BOZEMAN MODIFICATIONS TO MPWSS. SECTION 02110.AC'iipiuld .S LirfacC3'(90 cm)Trencli Plug Materials-Std. Trench nackfillBuUomofTftndiSelect Pipe BeddingT,T,lBdd.n87AKT<3m)Suf.TreachBacUiUSection A-A2vtjruuad SurfaTrench WaUPlug LimitTrench Wall~3PtaBFrcach BottomJ L,.llug LimilI'(90 cm)3'(90 cm)tWcm)10/21/02MONTANA PUBUC WORKSSTANDARD SPEQRCATIONSSCAl£:NONETOENCH PLUGEXCAVATION DETAILSTAHDARD DRAININGNO. 02222-1NOTESBASE OF CURB CUT TO BE 12' WIDE UNLESS OTHERWISE NOTED ON PLAN.NOTES1. CONSTRUCT ONE PIPE BEDDING CUTOFF BETWEEN EACH MANHOLE FROM STA0+00 TO STA 55+50 AND AT LOCATIONS NOTED ON PLANS.2. TRENCH PLUGS TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITYOF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02222."^;RElM.'~ST,: .STECKLER_:|.'. 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