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CIVIL SITE CONSTRUCTION DRAWINGSRENO CREEK PROJECTPREPARED FORFET AFO SIR BILC ITO YNST LER VEU LCTIONAUC LLCCAMPBELL COUNTY, WYOMINGS89 39'26"E 1322.02'OWNERELECTRICAL ENGINEERAUC LLCContact: Leland Huffman528 Sterling DriveCheyenne, WY 82009Phone: 307-514-4292Company To Be DeterminedContact:AddressCity, State ZipPhone:Fax:PROPOSED GATED SITEACCESS ROADDEEP DISPOSAL WELL51255130FIRE SUPPRESSION514051505160SHOPBH15BH16BH3PROCESS PLANTFFE 5169.55160BH150CHEYENNE387PROJECTLOCATION25259LAY DOWN AREA(1.5 ACRES)(NOT TO SCALE)POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C00-COVER.dwgNO5175SITE LOCATION en RdBH-10CASPERS0 27'24"W 1320.83'51655160N0 29'48"E 0BH-1251655165Inberg-Miller EngineersContact: Ben Hauser, P.E., G.I.T.1120 East "C" StreetCasper, Wyoming 82601Phone: 307-577-0806Fax: 307-472-4402DATEBH14ICPTSE LDRE FIETU NINFU RAAIDDRIC DPT ELSE FIOFFICEGEOTECHNICAL ENGINEERDRAWING REVISIONS TYPES:BH6BH7Company To Be DeterminedContact:AddressCity, State ZipPhone:Fax:NO:5155BH8PARKINGAREA5514STRUCTURAL ENGINEER3551Company To Be DeterminedContact:AddressCity, State ZipPhone:Fax:TREC Engineering & Environmental ManagementContact: Steve Hollister900 Werner Court, Suite 150Casper, Wyoming 82601Phone: 307-265-06965165CIVIL ENGINEERCADD CHECK APP'D ISSUE / REVISION DESCRIPTIONNSHEET INDEXSHEETCCLDISCRIPTIONCOVER SHEETGENERAL NOTES AND LEGENDC-1.0EXISTING CONDITIONS & SURVEY CONTROLC-1.1DEMOLITION PLANC-2.0GENERAL SITE PLAN: INDEXC-2.1GENERAL SITE PLAN: NORTH HALFC-2.2GENERAL SITE PLAN: SOUTH HALFC-2.3TRUCK ROUTING PLANC-3.0GRADING: INDEXC-3.1GRADING: NORTH HALFC-3.2GRADING: SOUTH HALFC-3.3GRADING: BACKUP PONDC-3.4GRADING: BACKUP POND DETAILSC-4.0SITE CROSS SECTIONSC-5.0SANITARY SEWER: INDEXC-5.1SANITARY SEWER: PLAN AND PROFILEC-5.2SANITARY SEWER: PLAN AND PROFILEC-6.0WET UTILITIESC-7.0DRY UTILITIESC-8.0PHASE 1: EROSION CONTROL PLANC-8.1PHASE 2: EROSION CONTROL PLANC-9.0STORM DRAINAGE PLAN: INDEXC-9.1STORM DRAINAGE: DRIVE ISLE FRENCH DRAINC-9.2STORM DRAINAGE: ACCESS ROAD CULVERTSC-9.3STORM DRAINAGE: WEST INTERCEPTOR DITCHC-9.4STORM DRAINAGE: EAST INTERCEPTOR DITCHC-10.0SITE COMPLETION PLANCD-1.0SITE DETAILSCD-1.1SITE DETAILSCD-1.2SITE DETAILSCD-1.3SITE DETAILS: CATTLE GUARDCD-2.0DRAINAGE DETAILSCD-3.0WET UTILITY DETAILSCD-4.0DRY UTILITIES DETAILSCD-5.0SANITARY SEWER DETAILSCD-6.0EROSION CONTROL DETAILSDRAWINGS NOT INCLUDED IN SUBMITTALFROM SURVEY PERFORMED BY INBERG-MILLER ENGINEERS DATED JUNE 27, 2012BASIS OF BEARING BEING GRID NORTH ACCORDING TO THE WYOMING STATEPLANE COORDINATE SYSTEM-EAST ZONE WITH A BEARING OF N89 39'12"W,ALONG THE NORTH LINE OF SECTION 1, BETWEEN A 3¼-INCH BRASS CAP FOUNDAT THE NORTHWEST CORNER OF SAID SECTION 1 AND A 3¼-INCH BRASS CAPFOUND AT THE NORTH ¼ CORNER OF SAID SECTION 1, T42N, R74W.Dig Safely.If you need a locateplease call this number811 or 800-849-2476SITE VICINITY MAP(NOT TO SCALE)AUC LLC90% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.comBOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:10/2/2012 3:01 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
GENERAL NOTES:2.3.4.5.6.7.8.9.10.11.12.13.ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATION PROVIDED IN THE SUBSURFACE EXPLORATION ANDGEOTECHNICAL ENGINEERING REPORT DATED JULY 9, 2012 BY INBERG-MILLER ENGINEERS.REFER TO THE STRUCTURAL DRAWINGS FOR DETAILS OF THE EXTERIOR TANK FOUNDATIONS AND CONTAINMENT BERMS.FINAL SEEDING OF GRADED SLOPES AND AREAS NOT RECEIVING GRAVEL SHALL BE IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN THESTORM WATER POLLUTION PREVENTION PLAN (SWPPP).REFER TO DETAILS FOR BOLLARD CONSTRUCTION AT THE LOCATIONS INDICATED.TOPOGRAPHIC SURVEY PROVIDED BY INBERG-MILLER ENGINEERS. WHILE EVERY EFFORT HAS BEEN MADE TO INCLUDE ALL AVAILABLE UTILITYINFORMATION, IN NO WAY DOES THE ENGINEER OR OWNER IMPLY, SUGGEST, INFER, OR CONFIRM THAT UTILITIES SHOWN ARE INCLUSIVE OF ALLUTILITIES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING (VERTICALLY AND HORIZONTALLY) ALLUTILITIES PRIOR TO ANY EARTH MOVING ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING IN PLACE ALL UTILITIES. ANYDAMAGE OR LOSS TO EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SHOULD ANY DAMAGE OR LOSS OCCURAS A RESULT OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL REPLACE OR REPAIR TO THE FULL SATISFACTION OF THE UTILITY OWNERAT CONTRACTORS EXPENSE. FURTHERMORE, THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS OWNER, ANDENGINEER FROM ANY AND ALL DAMAGES OR LOSS.SITE CONDITIONS - THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITE CONDITIONS. CONDITIONS REQUIRING CONSTRUCTION DIFFERENTOF THAT SHOWN ON THE PLANS SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED CONSTRUCTION.PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENTTO HIS WORK AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL REPLACE OR REPAIR TOTHEIR ORIGINAL CONDITION, ALL IMPROVEMENTS WITHIN OR ADJACENT TO THE AREA OF WORK WHICH ARE NOT DESIGNATED FOR REMOVAL,AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATIONS.SAFETY - NEITHER THE OWNER NOR THE ENGINEER OF RECORD WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES ORREGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FORCONFORMING TO ALL LOCAL, STATE, FEDERAL, AND CONTRACTUAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.STANDARDS SPECIFICATIONS - ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THE PROJECT SPECIFICATIONS PROVIDEDWITH THE CONTRACT DOCUMENTS AND ANY STANDARD SPECIFICATIONS AS INDICATED ON THESE PLANS.APPROVED PLANS - NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS ANDPRIOR TO NOTIFICATION TO THE INSPECTOR WILL BE AT THE CONTRACTOR'S RISK, UNLESS SPECIFICALLY DIRECTED BY THE OWNER IN WRITING.THE OWNER RESERVES THE RIGHT TO REJECT CONSTRUCTION DONE WITHOUT APPROVED PLANS. THE CONTRACTOR SHALL HAVE COPIES OFTHE APPROVED PLANS FOR THIS PROJECT ON THE SITE AT ALL TIMES AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS ANDSPECIFICATIONS.INSPECTIONS - THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR REQUIRED INSPECTIONS. THE PRESENCE OR ABSENCE OF ANINSPECTOR WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF WORK.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCYHAVING JURISDICTION FOR ALL ACTIVITIES ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH OSHAPERFORMANCE CRITERIA.ELECTRONIC FILES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST FOR THE SOLE PURPOSE OF PROVIDING CONSTRUCTION STAKINGFOR GRADING ACTIVITIES.EXISTING TOPOGRAPHIC CONTOURS (1' INTERVAL)TOPOGRAPHIC CONTOURS AFTER REMOVAL OF 4" OF TOPSOIL (1' INTERVAL)EXISTING PROPERTY BOUNDARYEXISTING ROAD RIGHT-OF-WAYEXISTING FENCELINEEXISTING UNPAVED ROADFET AFO SIR BILC ITO YNST LER VEU LCTION1.EXISTING CATTLE GUARDEXISTING DITCH CENTERLINEEXISTING GAS UTILITYEXISTING OVERHEAD ELECTRICEXISTING UNDERGROUND ELECTRICEXISTING STORM SEWER PIPE/CULVERTEXISTING WATER SPIGOTEXISTING BORE HOLE LOCATIONSEXISTING UTILITY POLEEXISTING STRUCTUREEXISTING SURVEY BENCHMARKSURVEY CONTROL POINTEXISTING SURVEY BRASS CAP MONUMENTDETAIL/SECTION INDICATORSDETAIL NUMBER153CD-1.0DETAIL NAMEDETAIL DESCRIPTIONDETAIL CALLOUTDRAWING WHERE DETAIL IS LOCATEDOSECTION LETTERAC-4.0AC-4.0SECTION CALLOUTDRAWING WHERE SECTION IS LOCATEDDATE1PRE-BID1POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C00-COVER.dwgIf you need a locateplease call this number811 or 800-849-2476NDRAWING REVISIONS TYPES:NO:Dig Safely.CADD CHECK APP'D ISSUE / REVISION DESCRIPTIONAUC LLC90% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.comBOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:10/2/2012 3:01 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
CP 103N 1146471.12E 517594.79ELEV. 5171.72PRPCP 110N 1146462.92E 518875.89ELEV. 5125.10Rebar FoundBENCHMARK 1FET AFO SIR BILC ITO YNST LER VEU LCTIONS89 39'26"E 1322.02'EXISTING GRAVEL DRIVE APPROXIMATELY 12-FT WIDEEXISTING CATTLE GUARDEXISTING OVERHEAD ELECTRIC UTILITYBH8BH6BH14BH15BH16EXISTING NATURAL GAS TANKSN0 29'48"E 1320.22'BH-12BH5BH4EXISTING CATTLE GUARDEXISTING UTILITY POLEEXISTING UTILITY POLEBENCHMARK 4EXISTING FENCEBH-9BENCHMARK 2EXISTING UTILITY POLE AND GUY WIREEXISTING FENCEBH3EXISTING FENCESITEPROPERTYBOUNDARYEXISTING NATURAL GAS -11EXISTING FENCECP 104N 1145151.33E 517582.59ELEV. 5169.33PRPBRASSCAPBENCHMARK 31PRE-BID1POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C01-EXISTING.dwgEXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BYINBERG-MILLERS ENGINEERS IN JUNE 2012.2.THE UTILITY LOCATIONS SHOWN ARE AS MARKED BY THEIR OWNERS, FROM THEOWNERS RECORDS OR FROM FIELD EVIDENCE. THE SIZE AND LOCATION OFUNDERGROUND UTILITIES WAS NOT VERIFIED BY EXCAVATION. THE CONTRACTOR ISRESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES DURING CONSTRUCTION.3.ELEVATIONS BASED ON NAVD88 DATUM DERIVED FROM STATIC GPS OBSERVATIONSAND CALCULATED BY NGS-OPUS.4.BASIS OF BEARING BEING GRID NORTH ACCORDING TO THE WYOMING STATE PLANECOORDINATE SYSTEM-EAST ZONE WITH A BEARING OF N89 39'12"W, ALONG THENORTH LINE OF SECTION 1, BETWEEN A 3¼-INCH BRASS CAP FOUND AT THENORTHWEST CORNER OF SAID SECTION 1 AND A 3¼-INCH BRASS CAP FOUND AT THENORTH ¼ CORNER OF SAID SECTION 1, T42N, R74W.5.EXISTING SEPTIC AND DRINKING WATER SYSTEMS MAY EXIST BUT WERE NOTLOCATED DURING SURVEYING. CONTRACTOR TO LOCATE AND REMOVE.CP 102N 1145142.97E 518874.20ELEV. 5146.01Aluminum Cap FoundODATE1.NCADD CHECK APP'D ISSUE / REVISION DESCRIPTION0AUC LLCDig Safely.SCALE IN FEETNDRAWING REVISIONS TYPES:NOTES:SITEPROPERTYBOUNDARYN89 37'51"W 1322.95'NO:S0 27'24"W 1320.83'BH790% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.com100BOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912If you need a locateplease call this number811 or 800-849-2476200IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:9/28/2012 4:36 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
EXISTING TOPOGRAPHIC CONTOURS (1' INTERVAL)CP 103N 1146471.12E 517594.79ELEV. 5171.72PRPEXISTING PROPERTY BOUNDARYCP 110N 1146462.92E 518875.89ELEV. 5125.10Rebar FoundBENCHMARK 1EXISTING ROAD RIGHT-OF-WAYS89 39'26"E 1322.02'EXISTING FENCELINE75 LF EXISTING FENCETO BE REMOVEDEXISTING FENCE LINE TO BE DEMOLISHEDEXISTING CATTLE GUARDTO BE REMOVEDFET AFO SIR BILC ITO YNST LER VEU LCTIONSTRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT 3', MAX. SLOPE 5H:1VEXISTING ROAD95 LF EXISTING FENCETO BE REMOVEDEXISTING OVERHEADELECTRIC UTILITYBH8EXISTING NATURAL GASTANKS AND CONNECTINGBH7PIPES TO BE REMOVEDBH-12BH16EXISTING UTILITY POLE(PROTECT IN PLACE)BH5BH4BH-9BH15550 FEET OF OVERHEAD ELECTRICUTILITY TO BE REMOVED85 LF EXISTINGFENCE TO BEREMOVEDN0 29'48"E 1320.22'BH14BENCHMARK 2EXISTING UTILITY POLES TO BE REMOVED60 LF OF EXISTING UNDERGROUNDELECTRICBH3 LINE TO BE REMOVEDEXISTING FENCES0 27'24"W 1320.83'EXISTING CATTLE GUARDTO BE REMOVEDBH6BH1BH-10LIMITS OF DISTURBANCEBH-11EXISTING FENCELIMITS OF DISTURBANCETOP SOIL TO BESTRIPPED TO A DEPTHOF 4" WITHIN LIMITS OFDISTURBANCE(APPROX. 14.0 ACRES)NCP 102N 1145142.97E 518874.20ELEV. 5146.01Aluminum Cap FoundOPRE-BID1POST-BID1NO:EXISTING OVERHEAD ELECTRIC TO BE DEMOLISHEDEXISTING UNDERGROUND ELECTRIC TO BE DEMOLISHEDEXISTING STORM SEWER PIPE/CULVERTEXISTING WATER SPIGOT TO BE DEMOLISHEDEXISTING BORE HOLE LOCATIONSEXISTING UTILITY POLEEXISTING UTILITY POLE TO BE DEMOLISHEDEXISTING STRUCTURE TO BE DEMOLISHEDEXISTING CONCRETE TO BE DEMOLISHEDPOST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C01-EXISTING.dwgCADD CHECK APP'D ISSUE / REVISION DESCRIPTIONSTRIPPED TOPSOIL STOCKPILE1.EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BYINBERG-MILLERS ENGINEERS IN JUNE 2012.2.THE UTILITY LOCATIONS SHOWN ARE AS MARKED BY THEIR OWNERS, FROM THEOWNERS RECORDS OR FROM FIELD EVIDENCE. THE SIZE AND LOCATION OFUNDERGROUND UTILITIES WAS NOT VERIFIED BY EXCAVATION. THE CONTRACTOR ISRESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES DURING CONSTRUCTION.3.ALL EARTHWORKS ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE TO THERECOMMENDATIONS STATED IN THE GEOTECHNICAL REPORT COMPLETED BYINBERG-MILLER DATED JULY 9, 20124.PROPERTY CORNERS AND SURVEY MONUMENTS SHALL NOT BE DISTURBED5.WHENEVER AND WHEREVER ENCOUNTERED, EXISTING WET AND DRY UTILITIES MUSTBE REMOVED . CONTRACTOR WILL REMOVE AND DISPOSE OF SEPTIC SYSTEM ANDFOUNDATION AND FILL IN AND COMPACT TO 95% OF STANDARD PROCTOR.6.WHENEVER AN EXISTING WELL IS LOCATED, THE OWNER (AUC) SHALL BE NOTIFIED SOWELL CAN BE PROPERLY ABANDONED.Dig Safely.SCALE IN FEET0AUC LLCAREA OF DISTURBANCE REQUIRING 4" TOPSOIL REMOVALNOTES:BRASSCAPBENCHMARK 3N1EXISTING OVERHEAD ELECTRICROADR.O.W.66-FTSITE PROPERTYBOUNDARYN89 37'51"W 1322.95'CADD CHECK APP'D ISSUE / REVISION DESCRIPTIONEXISTING GAS UTILITY TO BE DEMOLISHEDBH2EXISTING UTILITY POLES AROUNDSTORAGE CONTAINERS TO BE REMOVEDCP 104N 1145151.33E 517582.59ELEV. 5169.33PRPDATEEXISTING CATTLE GUARD TO BE DEMOLISHEDEXISTING NATURAL GAS TANK AND CONNECTING PIPELINE TO BE REMOVEDEXISTING STRUCTURES ANDFOUNDATIONS TO BE REMOVEDDRAWING REVISIONS TYPES:EXISTING UNPAVED ROAD TO BE DEMOLISHED330 LF OF EXISTING FENCE TO BE REMOVEDBENCHMARK 4SITEPROPERTYBOUNDARYNO:EXISTING UNPAVED ROAD90% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.com100If you need a locateplease call this number811 or 800-849-2476200BOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:9/28/2012 4:36 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
EXISTING CULVERTCP 110N 1146462.92E 518875.89ELEV. 5125.10Rebar FoundSEE SHEET C-2.1DEEP DISPOSAL PED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT 3', MAX. SLOPE 5H:1VPROPOSED CATTLE GUARDSEE SHEET CD-1.3FET AFO SIR BILC ITO YNST LER VEU LCTIONCP 103N 1146471.12E 517594.79ELEV. 5171.72PRPBENCH MARKEAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.230.0-FTDIESEL TANKUSED OIL TANK759.5-FT30.0-FTLIMITS OFGRAVELSURFACINGPROPOSED SEPTICDRAIN FIELDSEE SHEET C-5.0LP TANKPROPOSEDPARKING AREAOFFICE60.0-FT FFE 5169.5FUTURE SEPTICDRAIN FIELD55.7-FTSHOPFFE 5169.5200.0-FT100.0-FT76.0-FT110.0-FTBACKUP PONDSEE SHEETC-3.3BENCH MARK175.0-FTO2 TANKH2O2 TANKPIPE VAULTGENERATOR PAD443.6-FTHCL TANK50.0-FTSITEPROPERTYBOUNDARYPROPOSED ISRPROCESSINGPLANTFFE 5169.5CONCRETEYELLOW CAKELOADING DOCKWEST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2PROPOSEDDOMESTICWATER WELLBENCH MARK350.0-FTLIMITS OFGRAVELLIMITS OF GRADINGSEE SHEET C-3.0EXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGNCO2 TANKLIMITS OF GRADINGSEE SHEET C-3.0RESIN TRUCKUNLOADING BAY1.EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERSENGINEERS IN JUNE 2012 AND MODIFIED TO REFLECT POST-DEMOLITION CONDITIONSLIMITS OF GRAVELSURFACING2.CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMINGCONSTRUCTION ACTIVITIES11.e(2) WASTE STORAGE AREA3.ALL GRADING AND FOUNDATION CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 20124.FINISH FLOOR ELEVATIONS (FFE) REPRESENT APPROXIMATE BALANCED SITE CONDITIONS.ELEVATIONS WILL LIKELY CHANGE PRIOR TO FINAL SUBMITTAL.5.LIMITS OF GRAVEL INCLUDE SITE ACCESS ROADWAYS AND LAY DOWN YARD AREAS. GRAVELDEPTHS WILL BE DETERMINED AS PART OF THE FINAL DESIGN SUBMITTAL.6.BOLLARD LOCATIONS TO BE SET WHEN EQUIPMENT LOCATION IS FINALIZED7.ELECTRICAL TRANSFORMER LOCATION IS UNKNOWN AT THIS TIME AND WILL BE VERIFIED BYSUB-CONSULTANT PRIOR TO FINAL SUBMITTAL8.WET UTILITIES AND APPURTENANCES LOCATIONS TO BE FINALIZED UPON FINAL SUBMITTAL69.0-FTRESIN TRUCKUNLOADING BAY200.0-FT415.0-FTEXISTING DITCH CENTERLINELAYDOWN AREA1.5 ACRESNOTES:157.4-FTROADR.O.W.66-FTEXISTING FENCEBENCH MARKNDRAWING REVISIONS TYPES:NO:DATE1PRE-BID1POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C02-SITE.dwgSEE SHEET C-2.2OEXISTING FENCECP 102N 1145142.97E 518874.20ELEV. 5146.01Aluminum Cap FoundCADD CHECK APP'D ISSUE / REVISION DESCRIPTION0AUC LLCDig Safely.SCALE IN FEETNCP 104N 1145151.33E 517582.59ELEV. 5169.33PRP90% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.com100If you need a locateplease call this number811 or 800-849-2476200BOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:10/2/2012 4:52 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
CP 103N 1146471.12E 517594.79ELEV. 5171.72PRPEXISTING 24" CMPCULVERTCP 110N 1146462.92E 518875.89ELEV. 5125.10Rebar FoundBENCH MARKCATTLE GUARD CROSSING170CD-1.330' WIDESTRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT 3', MAX. SLOPE 5H:1VPROPOSED DEEPDISPOSAL WELLSECURITY FENCE DOUBLE SWING GATE8' HIGH, 26' WIDE111CD-1.0LIMITS OF GRADINGSEE SHEET C-3.0110CD-1.0FET AFO SIR BILC ITO YNST LER VEU LCTIONSECURITY FENCING8' HIGH (TYPICAL)105CD-1.0GRAVEL ACCESS ROADTYPICALEAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.230.0-FTLIMITS OFGRAVELSURFACING117 5 STRAND BARBED WIRE FENCECD-1.2TYPICALLIMITS OFGRAVELSURFACINGDIESEL TANKCLARKELLEN ROADUSED OIL TANKLP TANKEXISTING DITCH CENTERLINE30.0-FTLIMITS OFGRAVELSURFACINGPROPOSED PARKING AREA110CD-1.0SECURITY FENCING8' HIGH (TYPICAL)EXISTING FENCESECURITY FENCING8' HIGH (TYPICAL)110CD-1.055.7-FTLIMITS OFGRAVELSURFACING60.0-FTLIMITS OFGRAVELSURFACINGOFFICEFFE 5169.5100.0-FTSHOPFFE 5169.5142.0-FT100.0-FTGRAVEL SURFACED YARD AREATYPICALEXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGN100.0-FTSECURITY FENCING8' HIGH (TYPICAL)80.0-FT105CD-1.0ICPTSE LDRE FIETU INICFU RAPTDSE DED IEL 5.0OS F COP AIN ETPR DR SHEESESITEPROPERTYBOUNDARYPIPE VAULTLIMITS OF GRADINGSEE SHEET C-3.0110CD-1.0EXISTING FENCE76.0-FTO2 TANKPROPOSED ISRPROCESSING PLANTFFE 5169.5GENERATOR PADBACKUP PONDSEE SHEETC-3.3H2O2 TANK50.0-FTCO2 TANK200.0-FTBENCH MARKNROADR.O.W.66-FTLIMITS OF GRADINGSEE SHEET C-3.0SITEPROPERTYBOUNDARYHCL TANKSCALE IN FEETSEE SHEET C-2.2NOTES:DATE12.CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMING CONSTRUCTIONACTIVITIES3.ALL GRADING AND FOUNDATION CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONSMADE IN THE GEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 20124.FINISH FLOOR ELEVATIONS (FFE) REPRESENT APPROXIMATE BALANCED SITE CONDITIONS. ELEVATIONS WILL LIKELYCHANGE PRIOR TO FINAL SUBMITTAL.5.LIMITS OF GRAVEL INCLUDE SITE ACCESS ROADWAYS AND LAY DOWN YARD AREAS. GRAVEL DEPTHS WILL BE DETERMINEDAS PART OF THE FINAL DESIGN SUBMITTAL.6.BOLLARD LOCATIONS TO BE SET WHEN EQUIPMENT LOCATION IS FINALIZED7.ADA PARKING REQUIREMENTS TO BE ADDRESSED IN FINAL DESIGN SUBMITTAL.PRE-BID1POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C02-SITE.dwgOEXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERS ENGINEERS IN JUNE 2012 ANDMODIFIED TO REFLECT POST-DEMOLITION CONDITIONSCADD CHECK APP'D ISSUE / REVISION DESCRIPTIONAUC LLC50100Dig Safely.If you need a locateplease call this number811 or 800-849-2476NDRAWING REVISIONS TYPES:NO:1.090% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.comBOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:10/2/2012 4:52 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
SEE SHEET C-2.1BACKUP PONDSEE SHEET C-3.3BENCH MARKPROPOSED ISRPROCESSING PLANTFFE 5169.524.0-FT200.0-FT142.0-FTSECURITY FENCING8' HIGH (TYPICAL)110CD-1.0WEST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.260' x 16' CONCRETEYELLOW CAKELOADING DOCK RAMPSECURITY FENCE DOUBLE SWING GATE8' HIGH, 12' WIDE111 SECURITY FENCE DOUBLE SWING GATECD-1.08' HIGH, 12' WIDE105CD-1.0FUTURERESIN TRUCKUNLOADING BAY16' x 14' CONCRETEYELLOW CAKELOADING DOCKGRAVEL YARD AREATYPICAL200.0-FTFUTURERESIN TRUCKUNLOADING BAYLIMITS OFGRAVELSURFACINGCHAIN LINK DOUBLE SWING GATE8' HIGH. 12' WIDE106.0-FT113CD-1.111.e(2) WASTE STORAGE AREACHAIN LINK FENCING8' HIGH (TYPICAL)323.8-FT112CD-1.1LAYDOWN AREA1.5 ACRESLIMITS OF GRADINGSEE SHEET C-3.0110CD-1.0LIMITS OF GRADINGSEE SHEET C-3.0126.0-FTLIMITS OFGRAVELSURFACINGPROPOSED DOMESTIC WATER WELL14.0-FTFET AFO SIR BILC ITO YNST LER VEU LCTION111CD-1.0SECURITY FENCING8' HIGH (TYPICAL)110CD-1.0EXISTING DITCH CENTERLINESECURITY FENCING8' HIGH (TYPICAL)425.0-FTEXISTING FENCELIMITS OF GRAVELSURFACINGSITEPROPERTYBOUNDARYCP 104N 1145151.33E 517582.59ELEV. 5169.33PRPEXISTING FENCESITEPROPERTYBOUNDARYROADR.O.W.66-FTBENCH MARKCP 102N 1145142.97E 518874.20ELEV. 5146.01Aluminum Cap FoundDRAWING REVISIONS TYPES:NO:DATE1PRE-BID1POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C02-SITE.dwgNONOTES:CADD CHECK APP'D ISSUE / REVISION DESCRIPTION1.EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERS ENGINEERS IN JUNE 2012 AND MODIFIED TOREFLECT POST-DEMOLITION CONDITIONS2.CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMING CONSTRUCTION ACTIVITIES3.ALL GRADING AND FOUNDATION CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THEGEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 20124.FINISH FLOOR ELEVATIONS (FFE) REPRESENT APPROXIMATE BALANCED SITE CONDITIONS. ELEVATIONS WILL LIKELY CHANGE PRIOR TO FINALSUBMITTAL.5.LIMITS OF GRAVEL INCLUDE SITE ACCESS ROADWAYS AND LAY DOWN YARD AREAS. GRAVEL DEPTHS WILL BE DETERMINED AS PART OF THEFINAL DESIGN SUBMITTAL.6.BOLLARD LOCATIONS TO BE SET WHEN EQUIPMENT LOCATION IS FINALIZED7.WET UTILITIES AND APPURTENANCES LOCATIONS TO BE FINALIZED UPON FINAL SUBMITTALAUC LLC90% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.comNDig Safely.SCALE IN FEET0BOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLY50PROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLH100PLOT DATE:10/2/2012 6:15 PMIf you need a locateplease call this number811 or 800-849-2476SHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
SECURITY FENCE DOUBLE SWING GATE8' HIGH, 26' WIDESTRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT 3', MAX. SLOPE 5H:1V111CD-1.0EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2110CD-1.0SECURITY FENCING8' HIGH (TYPICAL)LIMITS OF GRAVELSURFACING117 5 STRAND BARBED WIRE FENCECD-1.2TYPICALDIESEL TANKUSED OIL TANKFET AFO SIR BILC ITO YNST LER VEU LCTIONLP TANK30.0-FTPARKING AREAICPTSE LDRE FIEICTU INPTFU RADSE DED IEL 5.0OS F COP AIN ETPR DR SHEESE55.7-FTPARKING AREALIMITS OFGRAVELSURFACINGOFFICEFFE 5169.560.0-FTTRUCK PROFILE (AASHTO WB-67)SHOPFFE 5169.5EXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGN200.0-FT80.0-FTPIPE VAULT200.0-FTO2 TANKGENERATOR PADTRUCK ROUTE LEGENDEXISTING OVERHEAD ELECTRIC UTILITY LINETRUCK DRIVE PATH (AASHTO WB-67)EXISTING FENCEH2O2 TANKCO2 TANKPROPOSED ISRPROCESSING PLANTFFE 5169.550.0-FTHCL TANKBENCH MARK76.0-FTSECURITY FENCE DOUBLE SWING GATE8' HIGH, 12' WIDE111CD-1.0NOTES:466.2-FT1.350.0-FT240.0-FTWEST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2VEHICLE PROTECTION BOLLARDS WILL BE LOCATED AND DETAILED AFTER FACILITYUTILITIES AND STORAGE TANKS LOCATIONS HAVE BEEN FINALIZEDSITEPROPERTYBOUNDARYCONCRETEYELLOW CAKELOADING DOCK185.9-FTLIMITS OF GRAVELSURFACINGSECURITY FENCING8' HIGH RAWING REVISIONS TYPES:NO:DATE1PRE-BID1POST-BIDCADD CHECK APP'D ISSUE / REVISION DESCRIPTION1NO:POST IFCDATEDRAWING: Z:\Current Projects\2012-250 AUC Prefeasibility Study\020-CAD\Sheets\Civil Site\2012-250 C02-SITE.dwg11.e(2) WASTE STORAGE AREACADD CHECK APP'D ISSUE / REVISION DESCRIPTIONAUC LLC050100Dig Safely.If you need a locateplease call this number811 or 800-849-2476NLAY DOWN AREAOSCALE IN FEET90% REVIEW SETNOT FORCONSTRUCTIONTREC, Inc.Engineering & Environmental Managementwww.treccorp.comBOZEMAN OFFICE1800 West Koch, Suite 6Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460CASPER OFFICE900 Werner Court, Suite 150Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745BUTTE OFFICE521 East Front StreetButte, MT 59701Tel: (406) 491-0912IF THIS BAR DOESNOT EQUAL ONEINCH ADJUSTSCALESACCORDINGLYPROJECT NO.:CADD:CHECKED BY:APPROVED BY:2012-250TBKRRUSLHPLOT DATE:10/2/2012 4:52 PMSHEETRENO CREEK PROJECTPREPARED FORAUC LLCCAMPBELL COUNTY, WYOMINGCopyright 2012, TREC Inc.
EXISTING 24" CULVERTCP 103N 1146471.12E 517594.79ELEV. 5171.72PRPCP 110N 1146462.92E 518875.89ELEV. 5125.10Rebar FoundBENCH MARKSTRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT 3', MAX. SLOPE 5H:1V30' WIDE CATTLE GUARDSEE SHEET CD-1.3CC-4.0FET AFO SIR BILC ITO YNST LER VEU LCTIONSEE SHEET C-3.1512551305140FL5160DIESEL TANKOWFLOWAC-4.0OFFICEFFE 5169.5SHOPFFE 5169.5AC-4.0FLOWSTORM DRAINRIPRAP APRONO2 TANKH2O2 TANKGENERATOR PAD5160SEPTIC SYSTEMDRAIN FIELDSPIPE VAULT51655165GC-4.051605165EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.25165LP TANKSTORM DRAINRIPRAP APRONBACKUPPOND5155SEE SHEET C-3.351505514FLUSED OIL TANKOW3551LIMITS OFGRAVELSURFACINGDC-4.0LIMITS OFGRADINGCO2 TANKHCL TANKFC-4.05160BC-4.0PROCESSPLANTFFE 5169.5FLOWYELLOW CAKE LOADING DOCK11.e(2) WASTE STORAGE AREAROADROW66-FTSTORM DRAINRIPRAP APRONWSITEPROPERTYBOUNDARYLIMITS OFGRADINGFLOWOWFLLIMITS OFGRAVELSURFACINGFLONOTES:EXISTING FENCEFLOWRESIN TRUCKUNLOADING BAYBENCH MARKRESIN TRUCKUNLOADING BAY5165LIMITS OFGRADINGBC-4.0FLOWEC-4.0WEST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2SITEPROPERTYBOUNDARYLIMITS OFGRAVELSURFACING5165BENCH MARK51701.EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERSENGINEERS IN JUNE 20122.POST STRIPPING (4" DEPTH) EXISTING CONTOURS SHOWN AS DASHED LINES3.CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMINGGRADING ACTIVITIES4.ALL GRADING IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THEGEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 20125.GRADES REPRESENT APPROXIMATE BALANCED SITE CONDITIONS.6.ALL GRADES
drawing: cadd check app'd 1 pre-bid post-bid trec, inc. engineering & environmental management www.treccorp.com project no.: cadd: checked by: plot date: if this bar does not equal one inch adjust scales accordingly approved by: no: date cadd check app'd issue / revision description drawing r
