Transcription
Tracking No. 16-54773FIRST MODIFICATION TO AGREEMENT FOR TEMPORARY PRIVATE CROSSINGS,HAUL ROAD, TWO SPUR ROADS, AND CROSSING APPROACHES
From:To:Cc:Subject:Date:Kuhl, BrookeHausrath, KatherineFord, Jim; Harris, Harley; Capdeville, MaryRE: Parrot bid package, minor modifications to the BNSF drawingsWednesday, April 25, 2018 1:54:09 PMKatherine,BNSF has reviewed the memo and the revised drawings you provided. We understand that thereare no substantive changes to the design documents that impact the railway property and willaccept the revised drawings. To memorialize, we proposing adding the memo, updated designdocuments and this email as Attachments to the Access Agreement.BrookeFrom: Hausrath, Katherine [mailto:KHausrath@mt.gov]Sent: Monday, April 23, 2018 9:51 AMTo: Kuhl, Brooke Brooke.Kuhl@BNSF.com Cc: Ford, Jim JFord@mt.gov ; Harris, Harley HarleyHarris@mt.gov ; Capdeville, Mary mcapdeville@mt.gov Subject: RE: Parrot bid package, minor modifications to the BNSF drawingsEXTERNAL EMAILBrooke,I just wanted to touch bases with you about the minor changes to the Parrot figures referencedbelow. Let me know how BNSF wants to proceed on memorializing these types of changes to thedrawings that were attached to the access agreement.Thanks,Katherine HausrathAssistant Attorney GeneralMontana Natural Resource Damage Program***NOTE NEW e-mail: khausrath@mt.gov ***From: Hausrath, KatherineSent: Friday, March 23, 2018 12:35 PMTo: Brooke Kuhl (brooke.kuhl@BNSF.com) brooke.kuhl@BNSF.com Cc: Ford, Jim JFord@mt.gov ; Harris, Harley HarleyHarris@mt.gov ; Capdeville, Mary mcapdeville@mt.gov Subject: Parrot bid package, minor modifications to the BNSF drawingsBrooke,As you may have already seen, we have put the Parrot Tailings bid package out for bid. In theprocess of finalizing the drawings, our engineers noted some cleanup changes that needed to occur
to the drawings that were attached to the State-BNSF access agreement. As noted on the first pageof the BNSF access agreement, the drawings are subject to modification by agreement of theparties. I asked our engineers to prepare the attached memo that outlines the changes andconfirms that there are not changes to the remaining drawings; there are not substantive changes tothe work that is planned for the BNSF premises. I have also sent the revised drawings through ourftp site.Could you please have the BNSF folks take a look at these and confirm that they don’t have anyconcerns with the changes? Let me know if you think a written agreement from BNSF regarding therevised drawings is sufficient, or if you think we should prepare an amendment to the accessagreement.Thanks,Katherine HausrathAssistant Attorney GeneralMontana Natural Resource Damage ProgramMontana Department of JusticeP.O. Box 2014251720 Ninth AvenueHelena, MT 59620-1425(406) 444-0290Cell: (406) 422-2826***NOTE NEW e-mail: khausrath@mt.gov ***
RJ I Mo rrisonMa er IeIWater & Environmental-T E C H N O L O G I E Sengineers surveyors planners scientistsTo:Jim Ford, Katherine Hausrath, NRDPFrom:Josh Vincent, PE, Water & Environmental Technologies, Inc.Mark Brooke, PE, Morrison-Maierle, Inc.Re:Construction Drawing vs. Access Agreement Drawing ComparisonDate:March 20, 2018Per our discussion at our meeting on March 15, 2018, NRDP requested a summary ofthe differences between the Construction Drawings to be included in the Bid #1 BidPackage and the drawings included in the BNSF Railway Company access agreement.As you know, details of the design have continued to change throughout this process,and the design team has made continued updates to the Construction Drawings in orderto provide the most current and detailed information to potential bidders. The design teamfeels that although the drawings vary slightly, there will be no material changes to on theground work, as describe below. This memo compares Construction Plans for the Bid #1Bid Documents (Dated March 20, 2018) with those plan sheets in the agreement.Variations are summarized in the following sections.BNSF Access AgreementSheet 1-3 - Parrot Tailings Removal Project Site Map (Dated 10/6/2017) Sheet 1-3 in the Agreement is consistent with Sheet 1-3 of the Bid #1 ConstructionDrawings. There are no changes.Sheet 1-6 – Parrot Tailings Removal Bid Plan (Dated 10/6/2017) Sheet 1-6 in the Agreement is consistent with Sheet 1-6 of the Bid #1 ConstructionDrawings. There are no changes.Sheet 1-7 (Dated 10/6/2017) Sheet 1-7 in the Agreement is consistent with Sheet 1-7 of the Bid #1 ConstructionDrawings. There are some minor fencing and labeling changes to this sheet:o Staging area has been updated per BSB request.o Post construction fence along Patriot Railroad was determined to beunnecessary and was removed.
o Fencing on vacant lot south of Second Street was moved slightly north toavoid replacement during ET Cover construction (Bid #2).o No changes to fencing on BNSF property were made.o “Protective Barrier” label was added.o Details references were updated.Sheet 1-9 – Property Boundary and Easement Map (Dated 10/11/2017) Sheet 1-9 in the Agreement is consistent with Sheet 1-9 of the Bid #1 ConstructionDrawings. There are some minor changes to this sheet:o The Legend was updated to show “Parrot Tailings Removal Project Site”boundary and “Land Or Easement Holder”.Sheet 4-1 – Haul Road Sheet Index Plan (Dated 12/5/2017) Sheet 4-1 in the Agreement is consistent with Sheet 4-1 of the Bid #1 ConstructionDrawings. There some minor changes to this sheet:o Stationing labels were removed from the Northwestern Energy power line.o Duplicative stationing labels were removed from haul road.o Labeling was cleaned up to better reflect site conditions.o No substantive changes were made to the the BNSF Premises, includingthe area depicted as “Existing BNSF Riprap Ditch or Cap Area."Sheet 4-2 – Haul Road Plan and Profile STA 0 00 to STA 13 00 (Dated 12/5/2017) Sheet 4-2 in the Agreement is consistent with Sheet 4-2 of the Bid #1 ConstructionDrawings. There are some minor changes to this sheet:o Stationing labels were removed from the Northwestern Energy power line.o Duplicative stationing labels were removed from haul road.o Labeling was cleaned up to better reflect site conditions.o Construction notes 11, 12, and 13 were added to provide clarification on theContractor’s responsibilities.o No substantive changes were made to the the BNSF Premises, includingthe area depicted as “Existing BNSF Riprap Ditch or Cap Area."Sheet 4-3 – Haul Road Plan and Profile STA 13 00 to STA 25 00 (Dated 10/11/2017) Sheet 4-3 in the Agreement is consistent with Sheet 4-3 of the Bid #1 ConstructionDrawings. There are no changes.Sheet 4-5 – Haul Road Miscellaneous Details 1 of 2 (Dated 10/11/2017) Sheet 4-5 in the Agreement is consistent with Sheet 4-5 of the Bid #1 ConstructionDrawings. There is one change to this sheet:o Construction Note 9 was added to provide clarification on the Contractor’sresponsibilities.Sheet 4-6 – Haul Road Miscellaneous Details 2 of 2 (Dated 10/18/2017) Sheet 4-6 in the Agreement is consistent with Sheet 4-6 of the Bid #1 ConstructionDrawings. There is one change to this sheet:o The wire gate detail was removed from the Construction Drawings. It wascrossed out in the BNSF exhibit.
Sheet 4-7 – Haul Road Spur Plan and Profile (Dated 10/11/2017) Sheet 4-7 in the Agreement is consistent with Sheet 4-7 of the Bid #1 ConstructionDrawings. There are some slight changes to labeling, but no changes to line workor design features.Sheet 4-7A – Haul Road Spur 2 Plan and Profile (Dated 10/18/2017) Sheet 4-7A in the Agreement is not included the Bid #1 Construction Drawings.There are no changes.Sheet 4-9 – Haul Road Signing Plan (Dated 10/11/2017) Sheet 4-9 in the Agreement is consistent with Sheet 4-9 of the Bid #1 ConstructionDrawings. There are two changes to this sheet:o A “N.I.C” note was added to the “Haul Trucks Entering” Sign on Spur Road2.o Construction Notes 5 and 6 were added to provide clarification on theContractor’s responsibilities.Sheet 9-1 – Phase I Stormwater BMP Plan – Haul Road (Dated 12/15/2017) Sheet 9-1 in the Agreement is consistent with Sheet 9-1 of the Bid #1 ConstructionDrawings. There are some slight changes to labeling, but no changes to line workor design features.Sheet 9-5 – Phase I Stormwater BMP Details – Haul Road (1 of 3) (Dated 12/4/2017) Sheet 9-5 in the Agreement is consistent with Sheet 9-5 of the Bid #1 ConstructionDrawings. There are no changes.Sheet 9-6 - Phase I Stormwater BMP Details – (2 of 3) (Dated 12/4/2017)(Dated 10/11/2017) Sheet 9-6 in the Agreement is consistent with Sheet 9-6 of the Bid #1 ConstructionDrawings. There are no changes.Sheet 9-7 - Phase I Stormwater BMP Details – Excavation Area (3 of 3) (Dated 12/4/2017)(Dated 10/6/2017) Sheet 9-7 in the Agreement is consistent with Sheet 9-7 of the Bid #1 ConstructionDrawings. There are no changes.
EXISTING FENCEXXEXISTING GATEXN.XMIONGTX4'INRLBURNHERTONXILWRAHAUL ROUTEXXSEE NOTE 5XXGATE24454-6FARRELLXXXST.COPYRIGHT 2018COPYRIGHT MORRISON-MAIERLE, INC., 2018scientistsplannersMAINTAIN ACCESS TO BUTTE-SILVER BOW FACILITIES AT ALLTIMES. COORDINATE WITH BUTTE-SILVER BOW FOR ANYTEMPORARY ACCESS IMPACT TO BUTTE-SILVER BOWFACILITIES. CONTACT NICK SANDFORD AT 406-497-6576.2. INSTALL TEMPORARY SECURITY FENCE AROUND WORK AREAAS SHOWN OR AS APPROVED BY THE ENGINEER.3. ALL TEMPORARY AND POST-CONSTRUCTION FENCE MUST BETIED INTO EXISTING FENCE WHERE SHOWN TO PREVENTACCESS.4. INSTALL TRAFFIC CONTROL IN ACCORDANCE WITH APPROVEDTRAFFIC CONTROL PLAN.5. REFERENCE MOVING OF FENCE FOR PARKING LOT PERDRAWING 2-6.6. POST-CONSTRUCTION FENCE TO BE INSTALLED AT THECOMPLETION OF PHASE IIA.7. ALL FENCING THAT PARALLELS SHIELDS AVENUE RIGHT OFWAY MUST BE INSTALLED A MINIMUM OF FOUR FEET FROMEXISTING GUARDRAIL, EXCEPT AT DESIGNATED TIE-INLOCATIONS.8. MAINTAIN EXISTING FENCE AND GATES WHERE SHOWN INGOOD CONDITION UNTIL CONTRACT COMPLETION.9. CONTRACTOR SHALL PROTECT AND SHALL NOT DISTURBEXISTING STORM WATER HYDRODYNAMIC DEVICES.10. ACCESS TO HYDRODYNAMIC DEVICES FOR MAINTENANCEPURPOSES BY OTHERS MUST BE MAINTAINED.11. CONTRACTOR SHALL NOT DISTURB EXISTING BNSF BRES CAPOR ROCK CAP AREA AND PLACE SEPARATION GEOTEXTILEDIRECTLY ON THIS ITY FENCE2445 24464-64-6REMOVEEXISTINGFENCEX1.PROTECTIVE BARRIERXXAERIAL PHOTO PROVIDED BY BUTTE-SILVER BOW GISDEPARTMENT, 2011 FLIGHT.PLANIMETRIC FEATURES OTHER THAN UTILITIES AND FENCESWERE PROVIDED BY BUTTE-SILVER BOW GIS DEPARTMENT.FOR FULL UTILITY LOCATIONS SEE SHEET 7-1.FENCE NOTES:XX200engineersALDSWARREN AVE.3.XTAILINGS REMOVAL AREA100NOTES:1.SHIEGATES24454-60IN FEET2.TEMPORARY ROADCLOSURE BARRIERSHORIZ. SCALE1 Engineering Place, Helena, MT 59602(406) 442-3050 m-m.netGATE24454-650480 E. Park StreetButte, MT 59701(406) E EXISTINGFENCEMorrisonMaierleTTEMPORARYSECURITY FENCE2445 24464-64-6No.IOTRPAGATES24454-6Water & Environmental Technologies PC hereby reserves our common law copyright inthis document and the ideas and designs incorporated herein as an instrument ofprofessional service which shall not be used in whole or part for any other projects orother use without our express written authorization.Date Drawn ByEXISTING GUARD RAILXXXXCONTRACTORSTAGING AREAXXGATES24454-6EXISTING GUARD RAILLEGENDTEMPORARY SECURITY FENCEPOST CONSTRUCTION FENCEPROTECTIVE BARRIERTEMPORARY ROAD CLOSURE BARRIERERBOWCREESILVER BOW BLVD.LVTEMPORARYSECURITY FENCE2445 24464-64-6(REMOVE AT END OFCONSTRUCTION)EXISTING GATEACCESS - BSB ONLYLOCUST ST.PROJECT NAME: BAO PARROT TAILINGS REMOVALLOCATION: BUTTE, MONTANAFILE NO. SC-BM01-NRDPM02.dwgPROTECTIVE BARRIERKGATE24454-6POST-CONSTRUCTIONFENCE 2445 wg PLOT DATE 2018-3-20 13:16 USER: dstrattonHYDRODYNAMICDEVICEPHASE I AND IIACONTRACTOR STAGINGAND ACCESS PLANGATECIVIC CENTER ROADNRDPM02JOB NO:DATE:3/20/18DRAFTER:DASCHECKED BY: JT/JV/ALDRAWING NO.1-7
#5 Rebar with 1-1/4" WET Orange Plastic CapBUTTE-SILVER BOW PARCEL BOUNDARY WEST OF MIDSECTION LINE DOES NOT CLOSE AND ADJACENT PARCELBOUNDARIES ARE APPROXIMATE.1102653276.4941201854.3975470.18#5 Rebar with 1-1/4" WET Orange Plastic Cap1103654433.6671202147.8375496.47#5 Rebar with 1-1/4" WET Orange Plastic Cap1104653991.3331202538.2835493.71#5 Rebar with 1-1/4" WET Orange Plastic Cap3.PLS MUST REPLACE ANY MONUMENTS AND CORNERSDISTURBED BY CONSTRUCTION UNLESS NOTED ON THISSHEET.1105653263.0951203072.8705480.31#5 Rebar with 1-1/4" WET Orange Plastic Cap1106653765.1271203575.0505486.51#5 Rebar with 1-1/4" WET Orange Plastic Cap1107654501.5001203278.1905498.17#5 Rebar with 1-1/4" WET Orange Plastic Cap4.EASEMENTS WITHIN PROJECT LIMITS PROVIDED IN TITLEREPORT ARE NOT PLOTABLE.SURVEY NOTES:LEGENDBOUNDARY LINES ARE APPROXIMATE, DETERMINED BY BEST FITTING RECORD LEGALDESCRIPTIONS TO FOUND PROPERTY CORNERS, AND ARE NOT INTENDED TO REPRESENT A LEGALBOUNDARY DESCRIPTION OF THE SUBJECT PROPERTIES WITHIN BOUNDARY AND EASEMENTEVALUATION LIMITS SHOWN ON THIS SHEET.BNMONTANARESOURCESSFEASEMENT LINECENTERLINE OR STRUCTURE BOUNDARYEXCAVATION BOUNDARYBNSF EASEMENT BASED ON COMMUNICATION WITH BNSF REPRESENTATIVES.FE"W'1402 8'5 .5N3 105TAYWILRAHARRISONMDTNORTHWESTERNENERGYN51 10 00'40. 8"83 W'N64 2218 0'48"W.55'N70 20171 '48"W.86'MONTANARESOURCESTEXAS AVE.1 15 55'45. 8"96 W'N25 10'48"W44.21'NO RECORD FILEDDOES NOT HAVE TO BE RESET BY PLS.N55 14'49"E35.12'6'11"WN11 3 8'172.8N41 20'48"W95.37'CP 11042012OPC#5RB14531LSJ GOEBELAVN2 09'39"E74.28' 2010E.N54 44'49"E454.18'CP 11022007MAG LOCATE#5RB (R)MILAM 9007COS799AS88 15'11"E1100.71'CP 11052002OPC#4 RBILLEG2011OPC#5RB2236LSJ BROWNAC2IN#5RB17305LSJ LAYN66 24'49"E164.88'2001OPC#4 RBILLEGCP 1106S88 05'43"E99.48'2009AC2IN#5RB17305LSJ LAY2003YPC-DAMAGED#5 RBILLEG (MILAM)LAND OR EASEMENT HOLDERCP 1107N1 33'44"E161.48'BUTTE- SILVERBOWCONTROL POINTTN5BUTTE- SILVERBOW (BSB)S2 21'44"W1068.34'N-S MIDSECTION LINECP 1101BSBMDT2008AC3INPIPE2.5OD10063LSMEN480 E. Park StreetButte, MT 59701(406) 782-5220WATERENVTECH.COMIOW'44" 56S68 10.56'6BOUNDARY & EASEMENT EVALUATION LIMITSASEMONTANARESOURCESW8"'4 '45 572 5.N4 21TRPACP 1103BLOM WISE RIVERFAMILY LLCPARROT TAILINGS REMOVAL PROJECT 7-12-15 BID #1 FINAL MR OPTION\1-9 PROPERTY BNDRY & EASE MAP.dwg PLOT DATE 2018-3-20 11:08 USER: dhallstenPROPERTY LINE EVALUATION BY MMICP 1108"W'44 21'S66 52.753scientistsBUTTE-SILVER BOW GIS, DEC 2015MONTANARESOURCESE.4.AVLDS3.T.E 2nd SplannersDISPLAYED DISTANCES ARE GRID. TO COMPUTE GROUND DISTANCES, DIVIDE THE GRID DISTANCEBY THE COMBINED SCALE FACTOR (0.999285613).engineers2.ROAD LAYER FROM BUTTE-SILVERBOW GIS, DEC 2015PROPERTY BOUNDARYAND EASEMENT MAPBEARINGS ARE GRID, DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADE RECEIVERS ANDREFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLE ZONE, NAD83(2007).SHIE1.COPYRIGHT MORRISON-MAIERLE, INC., 20185476.67COPYRIGHT 2018ELEVATION DESCRIPTIONsurveyors1201529.4262005OPC#4 RBEVERLY2006NONE#4 RB2004OPC#5 RB11377LS BROWN15075HORIZ. SCALE0150IN FEET300PROJECT NAME: BAO PARROT TAILINGS REMOVALLOCATION: BUTTE, MONTANAFILE NO. 1-9 PROPERTY BNDRY & EASE 1No.CONTROL POINTWater & Environmental Technologies PC hereby reserves our common law copyright inthis document and the ideas and designs incorporated herein as an instrument ofprofessional service which shall not be used in whole or part for any other projects orother use without our express written authorization.2.VERTICAL DATUM: NAVD88UNITS: INTERNATIONAL FEET1 Engineering Place, Helena, MT 59602(406) 442-3050 m-m.netMORRISON MAIERLE SURVEYORS FOUND RECORDED ANDUNRECORDED PROPERTY PINS AND RE-TRACED PROPERTYBOUNDARIES AS SHOWN IN BLACK ON THIS PLAN. RETRACEDPROPERTY BOUNDARIES BASED ON AVAILABLE TITLEINFORMATION CONTAINED IN MONTANA ABSTRACT TITLEREPORT DATED 3-24-16.HORIZONTAL DATUM: MONTANA COORDINATE SYSTEM NAD83(2007) ZONE 2500Description1.Date Drawn ByGENERAL NOTES:CONTROL POINT TABLENRDPM02JOB NO:3/20/18DATE:DAHDRAFTER:MBCHECKED BY:DRAWING NO.1-9
POH57.50L2N61 10' 46"E49.20(654629.64,1202433.86) (654653.36,1202476.97)C2C3XX198.30L6N65 17' 32"E15.88(654874.96,1202845.83) (654881.60,1202860.26)L7N86 17' 19"E34.94(654895.02,1202913.25) (654897.28,1202948.11)L8S86 23' 56"E76.72(654897.30,1202973.62) (654892.48,1203050.19)N27 03' 13"E79.55011.02N70 48' 05"E38.40C6150.0054.97021.00N75 47' 26"E54.66C7200.0025.53007.31N89 56' 42"E25.51C8200.00329.96094.53N46 20' 15"E293.79C9200.0051.04014.62N06 23' 03"E50.9039.32011.27N19 19' 39"E39.26261.61(655392.89,1203264.39) (655647.06,1203326.33)C11200.007.99002.29N23 48' 57"E7.99L11N24 57' 36"E148.75(655684.11,1203339.32) (655818.97,1203402.09)C12150.00111.56042.61N01 21' 51"E109.01N22 40' 17"E304.10(655826.28,1203405.32) (656106.88,1203522.53)OOHPOWengineersSDW480 E. Park StreetButte, MT 59701(406) 5005525PROJECT NAME: BAO PARROT TAILINGS REMOVALLOCATION: BUTTE, MONTANAFILE NO. 4-1 HAUL RD SHT INDEX PLAN.dwgSD0021 5550HAUL ROAD SHEETINDEX PLANSDSDSD0000024 01124 SDSD019 020 22 0023 18 0017 00015 0014 0013 0012 0016 011 005055255375NG55END HAUL ROADAT STA. 24 115350NGONG25BTNGNG54BTNGNG5425SDBT0)SD550AUL ROADORRACTWNG5475BTNGCONT5550TOHBPWNGOHPS OHPBTFSDSDSD1SDOHPWOHPOBTEFSTOCKPILE LOCATIONSEE DRAWING 4-10WC1PBTOHPO OHHP PW0055OL11(NO A55505525OBT WC105550OHONGOHPO OHHP PW5550BTOHP HP00OHPHPWOPOHPOHNGHPEXISTINGBNSFSEDIMENT BASIN AREAO OOWHPOPOH5525EXISTING BNSF BRES CAP/ BERM AREAEXISTING BNSFRIPRAP DITCH ORCAP AREA55OHP BTONGNGMONTANARESOURCESL10STA. 13(SEE 00 TOWSW DR WAWI TAW. 25 WNG 40-3) 05450OWWWOHPPOHC9L9SDSDOWBPWW8PPOHEXISTING BNSF ROCK CAP AREAFWCOHSPUR ROAD #2 FOROVERBURDEN/ ET COVER AREASSEE DWG 4-7 (N.I.C.)OBPBP50SD5525SDWXOTEMPORARYFENCE AND GATE05475SD0555WBPW WO54POHOHPRAIL CROSSING010 5505525SDOWSTOCKPILE LOCATION(SEE DRAWING 4-10)MRI MAIN sO5575OHP4 00BTL5OOSDOBAO BOUNDARY LINESEE DWG 1-1MONTANARESOURCES9 00200OSDXXO5500XXHPOHPBTL7C78 00100OSDOBPOL6OPOHC6XXPOH07 00OWWPC5HORIZ. SCALEIN FEETSDOH6 0050SDDSCONTRACTOR IS RESPONSIBLE FOR DUST CONTROLAND SNOW REMOVAL FOR THEIR WORK AREAS ANDOPERATIONS, INCLUDING HAUL ROAD AND STOCKPILEAREA.100OWNGPOH0013 )A.ST 4-2TO ING000 DRAWA.ST (SEENGPOH.AVE5.SD1 00END STAKING AT STA. 24 11.WPOH5 00LSHIEEXISTING RETAINING WALLOVERBURDEN/ ETCOVER PLACEMENTAREA (N.I.C.)2.WPC3C4UTILIZE LEFT HAND TRAFFIC PATTERN ON ALL HAULROADS.WRAIL CROSSINGL403 0NGOH5500SEE DRAWING 4-7 FOR SPUR ROAD ALIGNMENT STAKING DATA.BTPOHL355001.OHPL2NGC24.5400OOWBTXPOH002 REFER TO SHEET 1-9 FOR SOURCE OF BOUNDARY ANDPLANIMETRIC INFORMATION.STAKING NOTES:XNG0POH 00TIOMONTANARESOURCES3.O200.00N13 41' 41"EL12CONTRACTOR LIMITED TO THE LIMITS OF THE HAULROAD, OVERBURDEN, ET COVER, AND DISPOSAL AREAWITHIN MONTANA RESOURCES AND BNSF PROPERTYUNLESS UNDER SUPERVISION OR BY PERMISSION OFAUTHORIZED 655095.32,1203262.73) (655342.31,1203258.73)POHPA90.27200.00N00 55' 35"W 247.02C12555TR52.50C5L9WXPOHSPUR ROAD #1 FOROVERBURDEN/ ET COVER AREASEE DWG 4-7R:\4558\006\ACAD\Sheets\2017-12-15 BID #1 FINAL MR OPTION\4-1 HAUL RD SHT INDEX PLAN.dwg PLOT DATE 2018-3-20 11:22 USER: dhallstenN76 18' 6.90) 0) (654744.55,1202580.71)59.46SDXPOHXXX9.4945.63N25 48' 00"EscientistsXXXPXN22 12' 14"WN67 29' 30"E096.01SDXHP NG 519.12) (654682.24,1202558.42)45.7240.00UTILITIES SHOWN ON MONTANA RESOURCESPROPERTY ARE FOR INFORMATIONAL PURPOSESONLY AND HAVE NOT BEEN FIELD VERIFIED.OXXPOHX40.93207.501.80.995550XNGXN73 48' 13"EN16 24' 36"EplannersXPOHXL3089.54OSDXTAILINGS REMOVAL AREA89.86COPYRIGHT MORRISON-MAIERLE, INC., 2018C1COPYRIGHT 2018(654488.25,1202445.37) (654551.95,1202410.98)Water & Environmental Technologies PC hereby reserves our common law copyright inthis document and the ideas and designs incorporated herein as an instrument ofprofessional service which shall not be used in whole or part for any other projects orother use without our express written authorization.72.391 Engineering Place, Helena, MT 59602(406) 442-3050 m-m.netN28 21' 35"WGENERAL tionXXPOHCURVE NO. RADIUS LENGTH Δ ANGLE CHORD BEARING CHORD LENTHEND (N, E)LINE NO.No.XNGMONTANARESOURCESEFBEGIN (N, E)HAUL ROUTE ALIGNMENT CURVE TABLEDate Drawn BySDNGHAUL ROUTE ALIGNMENT LINE TABLENRDPM02JOB NO:3/20/18DATE:DAHDRAFTER:MBCHECKED BY:55550DRAWING NO.55254-1
90INV OUT ELEV 5495.63' OOH5495PPOHNGPPLEGEND:OHOHHORIZ. SCALE25050O50NGOTPERMANENT FENCE100GATEPROTECTIVE BARRIER,SEE NOTE 8, DWG 4-5IN FEETOHOOBTPPHASE ISTA. 6 86.46ELEV 5500.11-0.32%-1.14%05Water & Environmental Technologies PC hereby reserves our common law copyright inthis document and the ideas and designs incorporated herein as an instrument ofprofessional service which shall not be used in whole or part for any other projects orother use without our express written authorization.COPYRIGHT 2018scientistsplanners10EVCE: 5513.00.05%STA. 12 43.59ELEV 5513.10BVCE: 5507.4VERT. SCALEIN FEETEVCS: 11 26.4BVCS: 10 06.4EVCE: 5507.38%2.5STA. 12 0518" CMP CULVERTMATCH EXISTING GRADEBVCS: 8 15.83%2.91STA. 8 11.04ELEV 5499.70EVCE: 5498.99EVCS: 6 48.03BVCE: 5498.43EVCE: 5499.13EVCS: 4 90.33307.1STA. 3 98.22ELEV 5495.500% 5.00%STA. 3 38.22-0.65%PVI STA: 9 11.04PVI ELEV: 5498.57K: 18.21LVC: 190.009.0%-5.0STA. 3 39ELEV 5495.50EXST TELEPHONE LINE(PROTECT IN PLACE)STA. 3 68.22ELEV 5494.00EXISTING RAILROAD CROSSING18"(MIN)STA. 0 96.45ELEV 5495.50STA: 0 74EXST GAS LINE-0.00%BVCE: 5496.71BVCS: 4 15.33STA 2 98.09BEGIN SPUR ROAD 1 ALIGNMENTSEE DWG 4-7STA 7 22.92EXISTING CHAIN LINK FENCEPVI STA: 6 23.04PVI ELEV: 5498.26K: 14.04LVC: 50.00SEE DWG 1-7 FOR GATELOCATION AND TYPE.ADD PLACARDPER DETAILSEE DWG 1-7 FOR GATELOCATION AND TYPE.ADD PLACARDPER DETAILSTA 7 01.64ELEV 5500.00BEGIN SPUR ROAD 2 ALIGNMENTSEE DWG 4-7NEW TEMPORARYCHAIN LINK FENCE & GATESEE DETAIL 2445ON DWG 4-6BVCE: 5499.65PVI STA: 4 52.78PVI ELEV: 5499.37K: 9.68LVC: 75.00BVCS: 5 98.03MR STA: 3 28BNSFBNSF STA: 2 83MRMR STA: 1 14BNSFSTA: 0 01BSBMRSTA 5 43.06ELEV 5515.95EXISTING SHIELDS AVE BRIDGE5PVI STA: 10 66.30PVI ELEV: 5513.00K: 12.98LVC: 120.00LSTA 1 15.18EXISTING FENCE-1.63%TEMPORARY ROAD CLOSURE BARRIER,SEE NOTE 9, DWG 4-5PLEVCS: 10 05.83PLSTA 1 89.09ELEV 5520.10EXISTING RAILROAD BRIDGESTA. 0 00.00ELEV 5497.07R:\4558\006\ACAD\Sheets\2017-12-15 BID #1 FINAL MR OPTION\4-2 HAUL RD P&P.dwg PLOT DATE 2018-3-20 11:23 USER: dhallstenSTA 0 08.21EXISTING OHPPLBNSF STA: 7 71MINE PERMITTED AREA BOUNDARYPLSTA. 7 4515" CMP CULVERTMATCH EXISTING GRADEPLDate Drawn By13. EXISTING FENCE IN HAUL ROAD SHALL BE REMOVED AND SALVAGED ASAPPROVED BY THE ENGINEER.PNGOH50054911. ALIGNMENT FOR OLD (BP#1) AND NEW ALIGNMENT PART OF (BP#2) N.I.C.12. INSTALL FENCING IN ACCORDANCE WITH DRAWING 1-7. FENCING SHOWNON THIS PLAN FOR CLARITY AND COORDINATION.55OOVERBURDEN/ET COVERPLACEMENTAREABTIPATRSLAG/OVERBURDEN/ET COVERPLACEMENTAREACONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE HAULEQUIPMENT FOR OPERATION ON THIS HAUL ROAD.COPYRIGHT MORRISON-MAIERLE, INC., 2018054MONTANARESOURCESSEE PROFILE ON 4-5 FOR LONG CULVERT UNDER HAUL ROAD.surveyors7 008 005498.9.10. NORTHWESTERN ENERGY IS REQUIRING THAT A BRIDGE BE INSTALLED TOPROTECT THE GAS MAIN AT EACH CROSSING. THIS BRIDGE NEEDS TO BEELEVATED ABOVE THE GROUND AT THE CROSSING AND EXTEND MIN 10 FTON EITHER SIDE OF THE GAS MAIN. CONTRACTOR SHALL PROVIDE FINALDRAWINGS OF THE HAUL ROAD LOCATION AND BRIDGE PLACEMENT TOTHE ENGINEER FOR SUBMITTAL TO NWE BEFORE WORK BEGINS. NWE WILLALSO REQUIRE ACCESS TO THE SITE FOR LEAK SURVEY PURPOSES ONCEA WEEK.STA: 10 60.63END 150' TRANSITIONTO DOUBLE LANE TRAFFICOOHPCONTRACTOR SHALL NOT DISTURB EXISTING BNSF BRES CAP OR ROCKCAP AREA AND SHALL PLACE SEPARATION GEOTEXTILE DIRECTLY ON THISSURFACE.1 Engineering Place, Helena, MT 59602(406) 442-3050 m-m.netINV OUT ELEV 5509.72' O1055OHP1 877.engineersOHPOHPEXISTING BNSFBRES RIPRAP DITCHOR CAP AREA EXISTING BNSF BRES ROCKOHPCAP AREAOHPGATES FOR ACCESS TO MONTANA RESOURCES AND BNSF PROPERTYSHALL BE CLOSED AND LOCKED OUTSIDE OF CONSTRUCTION HOURS ANDWHEN HAUL ROAD IS NOT IN OPERATION.Description6 0025'(TYP)OHPOHPSPUR ROAD #1 FOROVERBURDEN/ ET COVER AREASEE DWG 4-7 FOR DETAILSSTABILIZEDCONSTRUCTIONENTRANCE/ EXITSEE DETAILOHP05BTBUTTESILVERBOWOHPOHPSEE NOTE 10 FOR GAS LINECROSSING REQUIREMENTSSEE DWG 1-7 FOR GATELOCATION AND TYPEADD PLACARDPER DETAIL(TYP OF 4)OHPBTOHP0 00OHP6.05552OHPTAILINGSREMOVAL AREAOHPOHPCONTRACTOR SHALL FOLLOW ALL CONDITIONS OF BNSF RAILROADACCESS AGREEMENT AND BE IN CONTACT WITH ROADMASTER WHEN ONBNSF PROPERTY.5549NGOHPOHP5.PROJECT NAME: BAO PARROT TAILINGS REMOVALLOCATION: BUTTE, MONTANAFILE NO. 4-2 HAUL RD P&P.dwgOHPOHPCONTRACTOR SHALL RE-USE AND RE-SET GATE AT STATION 0 00 ASNECESSARY TO PERFORM CONSTRUCTION OPERATIONS.480 E. Park StreetButte, MT 59701(406) OHPOHPHAUL ROAD WIDTH TRANSITIONS TO BE 10:1 PRIOR TO CURVE'S BEGINNINGP.I. AND 10:1 AFTER CURVE'S END P.I. SEE TYPICAL HAUL ROAD SECTIONSON DRAWING 4-5 FOR ROAD WIDTHS.HAUL ROAD PLAN ANDPROFILESTA. 0 00 TO STA. 13 00OHP1 ISTINGRETAINING WALLSEE DRAWING 4-1 FOR HAUL ROUTE CENTERLINE ALIGNMENT STAKINGTABLE. NSTALL TEMPORARY FENCEWITH GATESEE DETAIL 2445 ON DWG 4-610 00 00EXISTING MRISTORMWATER DITCH9 X1150LF - 18" CMP CULVERT(OR MATCH EXISTING)SLOPE TO EXISTING DRAIN5512 252 00X0 00003 2 00XXXXO00CULVERT INLET PROTECTIONSEE DETAIL(TYP)0011 XBTX360 LF - 15" CMP CULVERTMATCH EXISTING GRADESEE CULVERT PROFILE (4-5)5495BNSFXO1 0095X4 00UTILITIES SHOWN ON MONTANA RESOURCES PROPERTY ARE FORINFORMATIONAL PURPOSES ONLY AND HAVE NOT BEEN FIELD VERIFIED.13 STA: 9 10.63BEGIN 150' TRANSITIONTO DOUBLE LANE TRAFFICREMOVE EXISTING FENCEAND GATE IN ROAD5500BT545 000055EXISTING BNSF BRESCAP/ BERM AREAO0550REMOVE EXISTING FENCEAND GATE IN ROADBT552505525515551055055500INV IN ELEV 5512.00' MRICOLDSTORAGEINV IN ELEV 5497.98' 5520551555105505XMONTANARESOURCES1.No.0 00XOBTXCULVERT INLET PROTECTIONSEE DETAIL(TYP)00XXBTEXISTING RAILROADBRIDGE CROSSINGGENERAL NOTES:HAUL ROUTE ALIGNMENTMONTANARESOURCESRAIL CROSSING STA: 3 68.22N: 654738.64, E: 1202583.13SEE DWG 4-4 FOR DETAILSXXEXISTING SHIELDS AVE.BRIDGE CROSSINGNRDPM02JOB NO:3/20/18DATE:DAHDRAFTER:MBCHECKED BY:DRAWING NO.HAUL ROUTE PROFILE STA. 0 00 TO STA. 13 004-2
2. SPUR ROAD 1 SECTION TO BE MIN 18-INCHES COMPACTED, 1.5-INCH MINUSOVER GEOTEXTILE SEPARATION FABRIC FROM STA 0 00 TO STA 1 87.3. SPUR ROAD 2 SECTION TO BE 18-INCHES COMPACTED, 1.5-INCH MINUS OVERGEOTEXTILE SEPARATION FABRIC FROM STA 0 00 TO STA 6 50. (N.I.C.)6. CONTRACTOR SHALL KEEP ALL BMP'S AND OTHER STRUCTURES EXCEPTHAUL ROAD AND RAILROAD CROSSINGS 25' AWAY FROM CENTERLINE OFRAILROAD TRACK.2'-6"21FINISHED GRADEHAUL ROADALIGNMENT-2%scientistsengineersSOUTHPROTECTIVE BARRIERSEE NOTE 817'-2"2A4-2480 E. Park StreetButte, MT 59701(406) 782-5220WATERENVTECH.COMPATRIOT RAILROAD UNDERPASS SECTIONNORTH9. TEMPORARY ROAD CLOSURE BARRIER SHALL CONSIST OF CONCRETEPROTECTIVE BARRIER PLACED ACROSS HAUL ROAD 25' FROM CENTERLINEOF TRACK TO PREVENT VEHICLE ACCESS TO RAILROAD CROSSING.planners17'-6"25'-7"(25' MIN)APPROXIMATEEXISTINGGRADE8. CONCRETE PROTECTIVE BARRIER:A. CONCRETE SHALL CONFORM TO SPECIFICATION SECTION 03310.B. REINFORCING STEEL SHALL CONFORM TO SPECIFICATION SECTION03210.C. PLACE BARRIER ON LEVEL, COMPACTED SURFACE CONFORMING TOSPECIFICATION SECTION 02210.D. SPACING FROM EDGE OF FILL SLOPE SHALL BE 6-INCHES, MINIMUM.E. TOTAL HEIGHT OF BARRIER SHALL BE A MINIMUM OF 30-INCHES.F. BARRIER SECTIONS MAY BE CONNECTED VIA PIN OR TONGUE ANDGROOVE.G. BARRIER BOTTOM WIDTH TO NOT EXCEED 30-INCHES. MIN TOP WIDTH 6".-2%2surveyors117. INSTALL BMP'S TO CONTROL RUNOFF FROM HAUL ROAD WITH THE BERMSAS APPROVED BY THE orrisonMaierleFINISHED GRADECOPYRIGHT MORRISON-MAIERLE, INC., 201824'-3"COPYRIGHT 20185. THE BERM HEIGHT SHALL BE CONSTRUCTED TO MIN MID-AXLE HEIGHT OFTHE LARGEST VEHICLE CONTRACTOR PROPOSES TO OPERATE ON HAULROAD ON MONTANA RESOURCES PROPERTY.No.PROTECTIVE BARRIERSEE NOTE 8Description4. CONTRACTOR SHALL PROTECT ALL BRIDGE STRUCTURES ADJACENT TOHAUL ROAD. NO DOWNHILL BERM REQUIRED FROM STA. 0 00 TO STA. 6 50.HAUL ROADALIGNMENTWater & Environmental Technologies PC hereby reserves our common law copyright inthis document and the ideas and designs incorporated herein as an instrument ofprofessional service which shall not be used in whole or part for any other projects orother use without our express written authorization.GENERAL NOTES:1. HAUL ROAD SECTION TO BE MIN 18-INCHES COMPACTED, 1.5-INCH MINUSOVER GEOTEXTILE SEPARATION FABRIC FROM STA 0 00 TO END.1 Engineering Place, Helena, MT 59602(406) 442-3050 m-m.netSOUTHDate Drawn 25'-0" MIN)SHIELDS AVE. UNDERPASS SECTION21-2%25'-0"(MIN)2'-6"BERM ON DOWNHILL SIDE2.5' MIN HEIGHT(TYP)PROTECTIVE BARRIERSEE NOTE 81117'-6"APPROXIMATEEXISTING GRADE221-2%5'-0"(MIN)TYPICAL HAUL ROAD ONE-LANE SECTIONSCALE: 1" 10'C4-21'-0" MIN COVER-2%17'-6"355.73 LF 15" CMP @ 0.66%17'-6"TYPICAL HAUL ROAD DOUBLE LANE STRAIGHT SECTIONSCALE: 1" 10'E4-3CULVERT PROFILEHORIZ. SCALE: 1" 50'VERT. SCALE: 1" 10'SPUR ROADALIGNMENTBERM ON DOWNHILL SIDE2.5' MIN HEIGHT(TYP)APPROXIMATEEXISTING GRADE122-2%1HAUL ROADALIGNMENTAPPROXIMATEEXISTING GRADEFINISHED GRADE2-2%1-2%1SPUR ROADALIGNMENT22FINISHED GRADE5'-0"(MIN)21'-0"TYPICAL HAUL ROAD DOUBLE LANE CURVE SECTIONSCALE: 1" 10'2'-6"21'-0"TYPICAL SPUR ROAD #1 SECTIONSCALE: 1" 10'-2%12FINISHED GRADE17'-6"2'-6"D
From: Kuhl, Brooke To: Hausrath, Katherine Cc: Ford, Jim; Harris, Harley; Capdeville, Mary Subject: RE: Parrot bid package, minor modifications to the BNSF drawings Date: Wednesday, April 25, 2018 1:54:09 PM Katherine, BNSF has reviewed the memo and the revised drawings you provided. We understand that there are no substantive changes to the design documents that impact the railway property .
