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FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
BH1BH2
BH3
BH4 BH5
BH6
BH7
BH-9
BH-10
BH-11
BH-12
BH14BH15
BH16
BH8
S89°39'26"E 1322.02'
N0°
29'4
8"E
132
0.22
'
S0°
27'2
4"W
132
0.83
'
5165
5165
5170
516051
605165
5160
5165
5165
5165
5175
51255130
5135
5140
5145
5150
5155
5160
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:01 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C00-COVER.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
CHEYENNE
GILLETTE
CASPER
WYOMING
CIVIL SITE CONSTRUCTION DRAWINGSRENO CREEK PROJECT
PREPARED FORAUC LLC
CAMPBELL COUNTY, WYOMING
SITE VICINITY MAPSITE LOCATION MAP
(NOT TO SCALE)
SHEET INDEXSHEET DISCRIPTION
C COVER SHEET
CL GENERAL NOTES AND LEGEND
C-1.0 EXISTING CONDITIONS & SURVEY CONTROL
C-1.1 DEMOLITION PLAN
C-2.0 GENERAL SITE PLAN: INDEX
C-2.1 GENERAL SITE PLAN: NORTH HALF
C-2.2 GENERAL SITE PLAN: SOUTH HALF
C-2.3 TRUCK ROUTING PLAN
C-3.0 GRADING: INDEX
C-3.1 GRADING: NORTH HALF
C-3.2 GRADING: SOUTH HALF
C-3.3 GRADING: BACKUP POND
C-3.4 GRADING: BACKUP POND DETAILS
C-4.0 SITE CROSS SECTIONS
C-5.0 SANITARY SEWER: INDEX
C-5.1 SANITARY SEWER: PLAN AND PROFILE
C-5.2 SANITARY SEWER: PLAN AND PROFILE
C-6.0 WET UTILITIES
C-7.0 DRY UTILITIES
C-8.0 PHASE 1: EROSION CONTROL PLAN
C-8.1 PHASE 2: EROSION CONTROL PLAN
C-9.0 STORM DRAINAGE PLAN: INDEX
C-9.1 STORM DRAINAGE: DRIVE ISLE FRENCH DRAIN
C-9.2 STORM DRAINAGE: ACCESS ROAD CULVERTS
C-9.3 STORM DRAINAGE: WEST INTERCEPTOR DITCH
C-9.4 STORM DRAINAGE: EAST INTERCEPTOR DITCH
C-10.0 SITE COMPLETION PLAN
CD-1.0 SITE DETAILS
CD-1.1 SITE DETAILS
CD-1.2 SITE DETAILS
CD-1.3 SITE DETAILS: CATTLE GUARD
CD-2.0 DRAINAGE DETAILS
CD-3.0 WET UTILITY DETAILS
CD-4.0 DRY UTILITIES DETAILS
CD-5.0 SANITARY SEWER DETAILS
CD-6.0 EROSION CONTROL DETAILS
(NOT TO SCALE)
N
OWNER
AUC LLCContact: Leland Huffman528 Sterling DriveCheyenne, WY 82009Phone: 307-514-4292
CIVIL ENGINEER
TREC Engineering & Environmental ManagementContact: Steve Hollister900 Werner Court, Suite 150Casper, Wyoming 82601Phone: 307-265-0696
STRUCTURAL ENGINEER
Company To Be DeterminedContact:AddressCity, State ZipPhone:Fax:
GEOTECHNICAL ENGINEER
Inberg-Miller EngineersContact: Ben Hauser, P.E., G.I.T.1120 East "C" StreetCasper, Wyoming 82601Phone: 307-577-0806Fax: 307-472-4402
ELECTRICAL ENGINEER
Company To Be DeterminedContact:AddressCity, State ZipPhone:Fax:
FIRE SUPPRESSION
Company To Be DeterminedContact:AddressCity, State ZipPhone:Fax:
INTERSTATE
25
38759192
259
50 Cla
rkel
en R
d
PROJECTLOCATION
PROCESS PLANTFFE = 5169.5
OFFICE SHOP
BACKUPPOND
DEEP DISPOSAL WELL
FROM 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.
LAY DOWN AREA(1.5 ACRES)
SEPTIC DRAIN
FIELD
FUTURE SEPTIC
DRAIN FIELD
PROPOSED GATED SITEACCESS ROAD
PARKING AREA
DRAWINGS NOT INCLUDED IN SUBMITTAL
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:01 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C00-COVER.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
EXISTING TOPOGRAPHIC CONTOURS (1' INTERVAL)
EXISTING FENCELINE
EXISTING UNPAVED ROAD
EXISTING PROPERTY BOUNDARY
EXISTING CATTLE GUARD
EXISTING GAS UTILITY
EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
EXISTING STORM SEWER PIPE/CULVERT
EXISTING ROAD RIGHT-OF-WAY
DETAIL/SECTION INDICATORS
CD-1.0153
DETAIL DESCRIPTIONDETAIL NAME
C-4.0A
C-4.0A
DETAIL NUMBER
DRAWING WHERE DETAIL IS LOCATED
SECTION LETTER
DRAWING WHERE SECTION IS LOCATED
DETAIL CALLOUT
SECTION CALLOUT
EXISTING WATER SPIGOT
EXISTING BORE HOLE LOCATIONS
EXISTING UTILITY POLE
EXISTING STRUCTURE
TOPOGRAPHIC CONTOURS AFTER REMOVAL OF 4" OF TOPSOIL (1' INTERVAL)
GENERAL NOTES:
1. 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.
2. REFER TO THE STRUCTURAL DRAWINGS FOR DETAILS OF THE EXTERIOR TANK FOUNDATIONS AND CONTAINMENT BERMS.3. FINAL SEEDING OF GRADED SLOPES AND AREAS NOT RECEIVING GRAVEL SHALL BE IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP).4. REFER TO DETAILS FOR BOLLARD CONSTRUCTION AT THE LOCATIONS INDICATED.5. TOPOGRAPHIC SURVEY PROVIDED BY INBERG-MILLER ENGINEERS. WHILE EVERY EFFORT HAS BEEN MADE TO INCLUDE ALL AVAILABLE UTILITY
INFORMATION, 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.
6. 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.
7. 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.
8. 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.
9. 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.
10. 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.
11. 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.
12. 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.
13. ELECTRONIC FILES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST FOR THE SOLE PURPOSE OF PROVIDING CONSTRUCTION STAKINGFOR GRADING ACTIVITIES.
EXISTING SURVEY BENCHMARK
SURVEY CONTROL POINT
EXISTING SURVEY BRASS CAP MONUMENT
EXISTING DITCH CENTERLINE
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
BH1BH2
BH3
BH4 BH5
BH6
BH7
BH-9
BH-10
BH-11
BH-12
BH14BH15
BH16
BH8
CP 102N 1145142.97
E 518874.20ELEV. = 5146.01
Aluminum Cap Found
CP 104N 1145151.33
E 517582.59ELEV. = 5169.33
PRP
CP 103N 1146471.12
E 517594.79ELEV. = 5171.72
PRP
CP 110N 1146462.92
E 518875.89ELEV. = 5125.10
Rebar Found
S89°39'26"E 1322.02'
N0°
29'4
8"E
132
0.22
'
N89°37'51"W 1322.95'
S0°
27'2
4"W
132
0.83
'
N
0 100
SCALE IN FEET
200
SITEPROPERTYBOUNDARY
EXISTINGSTRUCTURES
SITEPROPERTYBOUNDARY
ROADR.O.W.66-FT
NOTES:
1. 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. 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.
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
9/28/2012 4:36 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C01-EXISTING.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
EXISTING CATTLE GUARD
EXISTING GRAVEL DRIVE APPROXIMATELY 12-FT WIDE
EXISTING OVERHEAD ELECTRIC UTILITY
EXISTING NATURAL GAS TANKS
EXISTING NATURAL GAS TANK
EXISTING CATTLE GUARD
EXISTING FENCE
EXISTING FENCE
EXISTING FENCE
EXISTING FENCE
EXISTING UTILITY POLE AND GUY WIRE
EXISTING UTILITY POLE
EXISTING UTILITY POLE
BRASSCAP
BENCHMARK 1
BENCHMARK 4
BENCHMARK 3
BENCHMARK 2
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
BH1BH2
BH3
BH4 BH5
BH6
BH7
BH-9
BH-10
BH-11
BH-12
BH14BH15
BH16
BH8
CP 102N 1145142.97
E 518874.20ELEV. = 5146.01
Aluminum Cap Found
CP 104N 1145151.33
E 517582.59ELEV. = 5169.33
PRP
CP 103N 1146471.12
E 517594.79ELEV. = 5171.72
PRP
CP 110N 1146462.92
E 518875.89ELEV. = 5125.10
Rebar Found
S89°39'26"E 1322.02'
N0°
29'4
8"E
132
0.22
'
N89°37'51"W 1322.95'
S0°
27'2
4"W
132
0.83
'
N
0 100
SCALE IN FEET
200
SITE PROPERTYBOUNDARY
EXISTING STRUCTURES ANDFOUNDATIONS TO BE REMOVED
SITEPROPERTYBOUNDARY
ROADR.O.W.66-FT
NOTES:
1. 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, 2012
4. PROPERTY CORNERS AND SURVEY MONUMENTS SHALL NOT BE DISTURBED
5. 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.
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
9/28/2012 4:36 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C01-EXISTING.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
EXISTING CATTLE GUARDTO BE REMOVED
EXISTING ROAD
EXISTING OVERHEADELECTRIC UTILITY
EXISTING NATURAL GASTANKS AND CONNECTINGPIPES TO BE REMOVED
EXISTING NATURAL GAS TANK AND CONNECTING PIPELINE TO BE REMOVED
EXISTING CATTLE GUARDTO BE REMOVED
85 LF EXISTINGFENCE TO BE
REMOVED
330 LF OF EXISTING FENCE TO BE REMOVED
EXISTING FENCE
EXISTING FENCE
EXISTING UTILITY POLES TO BE REMOVED
EXISTING UTILITY POLE(PROTECT IN PLACE)
LIMITS OF DISTURBANCE
550 FEET OF OVERHEAD ELECTRICUTILITY TO BE REMOVED
LIMITS OF DISTURBANCE
60 LF OF EXISTING UNDERGROUNDELECTRIC LINE TO BE REMOVED
75 LF EXISTING FENCETO BE REMOVED
95 LF EXISTING FENCETO BE REMOVED
TOP SOIL TO BESTRIPPED TO A DEPTHOF 4" WITHIN LIMITS OF
DISTURBANCE(APPROX. 14.0 ACRES)
EXISTING UTILITY POLES AROUNDSTORAGE CONTAINERS TO BE REMOVED
STRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
EXISTING TOPOGRAPHIC CONTOURS (1' INTERVAL)
EXISTING FENCELINE
EXISTING UNPAVED ROAD TO BE DEMOLISHED
EXISTING PROPERTY BOUNDARY
EXISTING CATTLE GUARD TO BE DEMOLISHED
EXISTING GAS UTILITY TO BE DEMOLISHED
EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC TO BE DEMOLISHED
EXISTING STORM SEWER PIPE/CULVERT
EXISTING ROAD RIGHT-OF-WAY
EXISTING WATER SPIGOT TO BE DEMOLISHED
EXISTING BORE HOLE LOCATIONS
EXISTING UTILITY POLE
EXISTING STRUCTURE TO BE DEMOLISHED
EXISTING UTILITY POLE TO BE DEMOLISHED
EXISTING OVERHEAD ELECTRIC TO BE DEMOLISHED
EXISTING UNPAVED ROAD
EXISTING CONCRETE TO BE DEMOLISHED
AREA OF DISTURBANCE REQUIRING 4" TOPSOIL REMOVAL
EXISTING FENCE LINE TO BE DEMOLISHED
STRIPPED TOPSOIL STOCKPILE
BENCHMARK 1
BENCHMARK 4
BENCHMARK 3
BENCHMARK 2
BRASSCAP
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
CP 102N 1145142.97
E 518874.20ELEV. = 5146.01
Aluminum Cap Found
CP 104N 1145151.33
E 517582.59ELEV. = 5169.33
PRP
CP 103N 1146471.12
E 517594.79ELEV. = 5171.72
PRP
CP 110N 1146462.92
E 518875.89ELEV. = 5125.10
Rebar Found
N
0 100
SCALE IN FEET
200
SITEPROPERTYBOUNDARY
SITEPROPERTYBOUNDARY
ROADR.O.W.66-FT
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:52 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C02-SITE.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
HCL TANK
EXISTING FENCE
EXISTING FENCE
EXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGN
CO2 TANK
H2O2 TANKO2 TANKPIPE VAULT
GENERATOR PAD
CONCRETEYELLOW CAKE
LOADING DOCK
11.e(2) WASTE STORAGE AREARESIN TRUCK
UNLOADING BAY
RESIN TRUCKUNLOADING BAY
BACKUP PONDSEE SHEET
C-3.3
PROPOSED ISRPROCESSING
PLANTFFE = 5169.5
200.0-FT
350.0-FT
100.0-FT
60.0-FT
30.0-FT
69.0-FT
110.0-FT
175.0-FT
443.6-FT
LP TANK
USED OIL TANK
DIESEL TANK
55.7-FT
50.0-FT
76.0-FT
415.0-FT
157.4-FT
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LAYDOWN AREA1.5 ACRES
30.0-FT
DEEP DISPOSAL WELL
LIMITS OF GRADINGSEE SHEET C-3.0LIMITS OF GRADING
SEE SHEET C-3.0 NOTES:
1. EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERSENGINEERS IN JUNE 2012 AND MODIFIED TO REFLECT POST-DEMOLITION CONDITIONS
2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMINGCONSTRUCTION ACTIVITIES
3. ALL GRADING AND FOUNDATION CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 2012
4. 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 FINALIZED
7. ELECTRICAL TRANSFORMER LOCATION IS UNKNOWN AT THIS TIME AND WILL BE VERIFIED BYSUB-CONSULTANT PRIOR TO FINAL SUBMITTAL
8. WET UTILITIES AND APPURTENANCES LOCATIONS TO BE FINALIZED UPON FINAL SUBMITTAL
LIMITS OFGRAVEL
SURFACING
LIMITS OF GRAVELSURFACING
LIMITS OFGRAVEL
200.0-FT
PROPOSED SEPTICDRAIN FIELDSEE SHEET C-5.0
FUTURE SEPTICDRAIN FIELD
SEE SHEET C-2.2
SEE SHEET C-2.1
759.5-FT
PROPOSEDSECURITYFENCE
PROPOSED CATTLE GUARDSEE SHEET CD-1.3 STRIPPED TOP SOIL STOCKPILE LOCATION
MAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
PROPOSEDPARKING AREA
PROPOSEDDOMESTIC
WATER WELL
EXISTING DITCH CENTERLINE
BENCH MARK
BENCH MARK
BENCH MARK
BENCH MARK
EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
EXISTING CULVERT
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
CP 103N 1146471.12
E 517594.79ELEV. = 5171.72
PRP
CP 110N 1146462.92
E 518875.89ELEV. = 5125.10
Rebar Found
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 50
SCALE IN FEET
100
SITEPROPERTYBOUNDARY
SITEPROPERTYBOUNDARY
ROADR.O.W.66-FT
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:52 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C02-SITE.dwg
TBK
HCL TANK
EXISTING FENCE
EXISTING FENCEEXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGN
CO2 TANK
H2O2 TANK
O2 TANK
PIPE VAULT
GENERATOR PAD
FUTURE SEPTIC
DRAIN FIELD
PROPOSED SEPTIC
DRAIN FIELD
SEE SHEET C-5.0
PROPOSED ISRPROCESSING PLANT
FFE = 5169.5
100.0-FT
100.0-FT 100.0-FT
80.0-FT
60.0-FT
30.0-FT
LP TANK
USED OIL TANKDIESEL TANK
55.7-FT
50.0-FT
CD-1.0111
8' HIGH, 26' WIDESECURITY FENCE DOUBLE SWING GATE
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
CD-1.2117
TYPICAL5 STRAND BARBED WIRE FENCE
30.0-FT
PROPOSED DEEPDISPOSAL WELL
LIMITS OF GRADINGSEE SHEET C-3.0
LIMITS OF GRADINGSEE SHEET C-3.0
LIMITS OF GRADINGSEE SHEET C-3.0
CD-1.3170
30' WIDECATTLE GUARD CROSSING
NOTES:
1. EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERS ENGINEERS IN JUNE 2012 ANDMODIFIED TO REFLECT POST-DEMOLITION CONDITIONS
2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMING CONSTRUCTIONACTIVITIES
3. ALL GRADING AND FOUNDATION CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONSMADE IN THE GEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 2012
4. 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 FINALIZED
7. ADA PARKING REQUIREMENTS TO BE ADDRESSED IN FINAL DESIGN SUBMITTAL.
CD-1.0105
TYPICALGRAVEL ACCESS ROAD
CD-1.0105
TYPICALGRAVEL SURFACED YARD AREA
LIMITS OFGRAVELSURFACING
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVELSURFACING
LIMITS OFGRAVEL
SURFACING
SEE SHEET C-2.2
200.0-FT
142.0-FT
76.0-FT
CLA
RK
ELL
EN
RO
AD
PROPOSED PARKING AREA
STRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
EXISTING 24" CMPCULVERT
EXISTING DITCH CENTERLINE
BENCH MARK
BENCH MARK
BACKUP PONDSEE SHEET
C-3.3
EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
CP 102N 1145142.97
E 518874.20ELEV. = 5146.01
Aluminum Cap Found
CP 104N 1145151.33
E 517582.59ELEV. = 5169.33
PRP
N
0 50
SCALE IN FEET
100
SITEPROPERTYBOUNDARY
SITEPROPERTYBOUNDARY
ROADR.O.W.66-FT
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 6:15 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C02-SITE.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
EXISTING FENCE
EXISTING FENCE
16' x 14' CONCRETEYELLOW CAKE
LOADING DOCKFUTURE
RESIN TRUCKUNLOADING BAY
FUTURERESIN TRUCKUNLOADING BAY
BACKUP PONDSEE SHEET C-3.3
PROPOSED ISRPROCESSING PLANT
FFE = 5169.5
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
LAYDOWN AREA1.5 ACRES
LIMITS OF GRADINGSEE SHEET C-3.0
LIMITS OF GRADINGSEE SHEET C-3.0
CD-1.0111
8' HIGH, 12' WIDESECURITY FENCE DOUBLE SWING GATE
CD-1.0111
8' HIGH, 12' WIDESECURITY FENCE DOUBLE SWING GATE
CD-1.0105
TYPICALGRAVEL YARD AREA
LIMITS OF GRAVELSURFACING
LIMITS OFGRAVELSURFACING
LIMITS OFGRAVEL
SURFACING
SEE SHEET C-2.1
106.0-FT200.0-FT
24.0-FT
142.0-FT200.0-FT
126.0-FT
425.0-FT
323.8-FT
NOTES:
1. EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERS ENGINEERS IN JUNE 2012 AND MODIFIED TOREFLECT POST-DEMOLITION CONDITIONS
2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMING CONSTRUCTION ACTIVITIES
3. ALL GRADING AND FOUNDATION CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THEGEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 2012
4. 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 FINALIZED
7. WET UTILITIES AND APPURTENANCES LOCATIONS TO BE FINALIZED UPON FINAL SUBMITTAL
11.e(2) WASTE STORAGE AREA
14.0-FT
CD-1.1112
8' HIGH (TYPICAL)CHAIN LINK FENCING
CD-1.1113
8' HIGH. 12' WIDECHAIN LINK DOUBLE SWING GATE
60' x 16' CONCRETEYELLOW CAKE
LOADING DOCK RAMP
EXISTING DITCH CENTERLINE
PROPOSED DOMESTIC WATER WELL
BENCH MARK
BENCH MARK
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 50
SCALE IN FEET
100
SITEPROPERTYBOUNDARY
ROADR.O.W.66-FT
NOTES:
1. VEHICLE PROTECTION BOLLARDS WILL BE LOCATED AND DETAILED AFTER FACILITYUTILITIES AND STORAGE TANKS LOCATIONS HAVE BEEN FINALIZED
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:52 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C02-SITE.dwg
TBK
EXISTING FENCE
FUTURE SEPTIC
DRAIN FIELD
PROPOSED SEPTIC
DRAIN FIELD
SEE SHEET C-5.0
PROPOSED ISRPROCESSING PLANT
FFE = 5169.5
200.0-FT
350.0-FT
80.0-FT
60.0-FT
30.0-FT
50.0-FT
185.9-FT
240.0-FT
466.2-FT
55.7-FT
76.0-FT
200.0-FT
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
CD-1.0110
8' HIGH (TYPICAL)SECURITY FENCING
CD-1.2117
TYPICAL5 STRAND BARBED WIRE FENCE
59.4-FT
TRUCK ROUTE LEGEND
TRUCK DRIVE PATH (AASHTO WB-67)
LAY DOWN AREA
LIMITS OF GRAVELSURFACING
LIMITS OF GRAVELSURFACING
LIMITS OFGRAVELSURFACING
11.e(2) WASTE STORAGE AREA
HCL TANK
CO2 TANK
H2O2 TANK
O2 TANK
PIPE VAULT
GENERATOR PAD
LP TANK
USED OIL TANK
DIESEL TANK
EXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGN
EXISTING OVERHEAD ELECTRIC UTILITY LINE
PARKING AREA
PARKING AREA
200.0-FT
CONCRETEYELLOW CAKE
LOADING DOCK
TRUCK PROFILE (AASHTO WB-67)
STRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
BENCH MARK
EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2
WEST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2
CD-1.0111
8' HIGH, 26' WIDESECURITY FENCE DOUBLE SWING GATE
CD-1.0111
8' HIGH, 12' WIDESECURITY FENCE DOUBLE SWING GATE
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
CP 102N 1145142.97
E 518874.20ELEV. = 5146.01
Aluminum Cap Found
CP 104N 1145151.33
E 517582.59ELEV. = 5169.33
PRP
CP 103N 1146471.12
E 517594.79ELEV. = 5171.72
PRP
CP 110N 1146462.92
E 518875.89ELEV. = 5125.10
Rebar Found
5165
5165
5170
5160
516051
65
5160
5165
5165
5165
5175
51255130
5135
5140
5145
5150
5155
5160
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 100
SCALE IN FEET
200
SITEPROPERTYBOUNDARY
SITEPROPERTYBOUNDARY
ROADROW66-FT
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:31 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C03-GRADING.dwg
TBK
EXISTING FENCE
EXISTING FENCE
C-4.0B
C-4.0B
C-4.0A
C-4.0A
C-4
.0C
C-4
.0C
C-4
.0D
C-4
.0F
C-4.0G
SEE SHEET C-3.1
SEE SHEET C-3.2
SEE SHEET C-3.3
PROCESSPLANT
FFE = 5169.5
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LIMITS OFGRADING
LIMITS OFGRADING
LIMITS OFGRADING
NOTES:
1. EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERSENGINEERS IN JUNE 2012
2. POST STRIPPING (4" DEPTH) EXISTING CONTOURS SHOWN AS DASHED LINES
3. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMINGGRADING ACTIVITIES
4. ALL GRADING IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THEGEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 2012
5. GRADES REPRESENT APPROXIMATE BALANCED SITE CONDITIONS.
6. ALL GRADES SHOWN ARE FINISHED GRADE, REFER TO PROJECT DETAILS FOR YARD/ROAD GRAVELDEPTHS
7. PROPOSED UTILITIES SHOWN SHADED BACK TO PREVENT VISUAL CONFLICT WITH FINAL GRADECONTOUR LINES
8. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
LP TANK
USED OIL TANK
DIESEL TANK
11.e(2) WASTE STORAGE AREA
HCL TANK
CO2 TANK
H2O2 TANKO2 TANK
PIPE VAULT
GENERATOR PAD
RESIN TRUCKUNLOADING BAY
RESIN TRUCKUNLOADING BAY
YELLOW CAKE LOADING DOCK
EARTHWORKS QUANTITIES
Name Cut(Cu. Yd.) Fill(Cu. Yd.) Net(Cu. Yd.)FG_VOLUME 53070.42 55277.47 2207.08<Fill>BACKUP_VOLUME 2355.87 2509.16 153.29<Fill>TOTAL EARTHWORKS 55426.29 57786.63 2360.37<Fill>
*EARTHWORKS QUANTITIES SHOWN ABOVE DO NOT INCLUDE IMPORTED MATERIALSSUCH AS GRAVEL AND CONCRETE. IT IS ESTIMATED THAT APPROXIMATELY 9800 CY OFGRAVEL MATERIAL FOR SURFACING AND CONCRETE FOR BUILDING PADS WILL HAVE TOBE IMPORTED ONTO THE SITE TO ACHIEVE FINISH GRADES. QUANTITIES ALSO DO NOTINCLUDE SHRINK OR SWELL POTENTIAL.
SEPTIC SYSTEMDRAIN FIELDS
BACKUPPOND
STORM DRAINRIPRAP APRON
STORM DRAINRIPRAP APRON
STORM DRAINRIPRAP APRON
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLO
W
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVELSURFACING
EAST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
30' WIDE CATTLE GUARDSEE SHEET CD-1.3
C-4.0E
FLOW
FLOW
FLOW
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
STRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
BENCH MARK
BENCH MARK
BENCH MARK
BENCH MARK
EXISTING 24" CULVERT
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N51
65
5165
0+00
1+00
2+00
3+00
4+00
5+00
6+007+00
8+00 9+00 10+00 10+96
51255130
5135
5140
5145
5150
5155
5160
ELE
VA
TIO
N
ELE
VA
TIO
N
511051205130514051505160517051805190520052105220523052405250526052705280
511051205130514051505160517051805190520052105220523052405250526052705280
-0+2
5
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50
10+0
0
10+5
0
11+0
0
11+2
5
-0+2
5
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50
10+0
0
10+5
0
11+0
0
11+2
5
0.5%
-5.1%
-2.0%
GR
AD
E B
RE
AK
STA
= 0
+00.
00
ELE
V =
516
2.07
7
GR
AD
E B
RE
AK
STA
= 1
0+67
.46
ELE
V =
512
8.33
4
200VCPVI STA. = 2+80.05PVI ELEV. = 5163.4
200VCPVI STA. = 8+99.59PVI ELEV. = 5131.7
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 50
SCALE IN FEET
100
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:31 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C03-GRADING.dwg
TBK
C-4
.0D
C-4.0A
C-4.0A
EXISTING GRADE AT CENTER LINE
PROPOSED 30' WIDEACCESS ROADCENTER LINE
SCALE IN
FEET
50
50
C-4
.0C
4%4%
3H:1
V
3H:1V
FRENCH DRAINSEE SHEET C-9.1
EAST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
3%
3%
LIMITS OFGRADING
LIMITS OFGRADING
LP TANK
USED OIL TANK
DIESEL TANK
10%
3H:1V
10%
3H:1
V
PROCESSPLANT
FFE = 5169.5
1.74%
2%2%
1.74% 1.74%1.74%
5%
4%
4%
3%
3%
10%
10%
HCL TANK
CO2 TANK
H2O2 TANK
O2 TANKPIPE VAULT
GENERATOR PAD
3%10
%
PROPOSED 30' WIDEACCESS ROAD
CENTER LINE
SEE SHEET C-3.2
ROADROW66-FT
ACCESS ROAD PROFILE
SEPTIC SYSTEMDRAIN FIELDSSEE SHEET C-5.0
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVELSURFACING
LIMITS OFGRAVEL
SURFACING
R100'
24" DIA. CPEP CULVERT WITH F.E.S.SEE SHEET C-9.2
CLA
RK
ELL
EN
RO
AD
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
10%
CD-1.3170
30' WIDECATTLE GUARD CROSSING
SITEPROPERTYBOUNDARY
LIMITS OFGRADING
R100'
CD-2.0.225
TYPICALRIPRAP APRON
CD-2.0225
TYPICALRIPRAP APRON
FRENCH DRAINSEE SHEET C-9.1
STRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
2. CONTRACTOR TO SMOOTH TRANSITIONS IN GRADING
3. SLOPES TO BE SEEDED AND REVEGETATED AS PER THE SWPPP
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5170
5165
5165
5175
SE
E S
HE
ET
C-3
.3
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 50
SCALE IN FEET
100
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:31 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C03-GRADING.dwg
TBK
C-4.0B
C-4.0B
C-4
.0C
SEE SHEET C-3.1
PROCESSPLANT
FFE = 5169.5
4%
4%
3%
3%
3%
3%
4%
10%
10%
LIMITS OFGRADING
EAST INTERCEPTOR DITCHSEE SHEET C-9.4
11.e(2) WASTE STORAGE AREA
3H:1V
3%
3%
3%
3%
3%
3%
1%
3H:1
V
1%
CONCRETE YELLOW CAKE LOADING DOCK
ROADROW66-FT
4%
3%
3%
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVELSURFACING
FRENCH DRAINSEE SHEET C-9.4
C-4.0E
10%
10%
3%
FLOW
SITEPROPERTYBOUNDARY
EXISTING FENCE
CD-2.0.225
TYPICALRIPRAP APRON
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
2. CONTRACTOR TO SMOOTH TRANSITIONS IN GRADING
3. SLOPES TO BE SEEDED AND REVEGETATED AS PER THE SWPPP
BENCH MARK
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5160
5160
5165
5160
5165
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 20
SCALE IN FEET
40
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:31 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C03-GRADING.dwg
TBK
C-4.0G
C-4.0G
C-4
.0F
C-4
.0F
3H:1
V3H
:1V
3H:1V
LIMITS OFGRADING
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
WEST INTERCEPTOR DITCHSEE SHEET C-9.3
1.5%1.5%
1.5%1.5%
1.5%1.5%
2.5%
1.0%
1.0%
1.0%
1.0%
1.0%
BACKUP PONDTOP AREA OF POND = 0.44 acTOTAL DEPTH = 8.0'OPERATING LEVEL DEPTH = 6.0'FREEBOARD = 2.0'TOTAL VOLUME = 105,000 CFOPERATING VOLUME = 70,000 CF
C-3.4950
TYPICALBACKUP POND DETAIL
SE
E S
HE
ET
C-3
.1S
EE
SH
EE
T C
-3.2
LIMITS OFGRAVEL
SURFACING
3H:1V 3H:1V
3H:1
V3H
:1V
LIMITS OFGRAVEL
SURFACING
24'
10' 10'
R15'
R15'
LEAK DETECTION TAPSEE SHEET C-3.4
LEAK DETECTION TAPSEE SHEET C-3.4
CD-2.0225
TYPICALRIPRAP APRON
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
2. CONTRACTOR TO SMOOTH TRANSITIONS IN GRADING
3. SLOPES TO BE SEEDED AND REVEGETATED AS PER THE SWPPP
4. PIPING TO AND FROM THE POND NOT SHOWN FOR CLARITY
CD-2.0200
TYPICALDIVERSTION V-DITCH
CD-2.0200
TYPICALDIVERSTION V-DITCH
BENCH MARK
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
12'MIN.
127'
62'
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:31 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C03-GRADING.dwg
TBK
NOTES:
1. ALL LINER PRODUCTS ARE TO BE INSTALLED PER MANUFACTURESRECOMMENDATIONS
2. LEAK DETECTION TAP: 6" MIN. DIA. HDPE PIPE3. LEAK DETECTION TAPS USED AS WATER RETRIEVAL POINTS
1.0% MIN.1.0%MIN. 1.0% MIN.1.0% MIN.1.0% MIN.2.5%
950 BACKUP POND DETAILPLAN VIEW
NTS
II BACKUP POND DETAILCROSS SECTION: BACKUP POND NORTH/SOUTH
NTS
175'
25' 30' 10' 30' 10' 22'
40' 40'
1.5' TYP.
2.0' FREEBOARD
C-3.4I
C-3.4I
110'
3H:1V 3H:1V
3H:1
V
3H:1
V
C-3.4H
C-3.4H
8'
NORMAL OPERATING LEVEL
LEAK DETECTION TAP
LEAK DETECTION SUMP LOCATIONS
GEOTEXTILEDRAIN MATERIAL
HDPE LINER MATERIAL
HDPE LINER
955 BACKUP POND DETAILPIPE BOOT DETAIL
NTS
PIPE WALL
BOOT TUBESEALANT
2" STRIP OFLINER MATERIAL
STAINLESSSTEEL BAND
LINER SLEEVE
BOOT APRON
EXTRUSION WELD
LINERMATERIAL
SEAM (TYPICAL)
PIPE
FILL
HH BACKUP POND DETAILCROSS SECTION: BACKUP POND EAST/WEST
NTS
6" DIA. (MIN.) HDPE REMOVABLE CAP
LEAK DETECTION TAP
GEOTEXTILE DRAIN MATERIAL
1.5% MIN.1.5% MIN.
HDPE LINER MATERIAL (TWO LAYERS)
C-3.5955
TYPICALPIPE BOOT DETAIL
6" DIA. (MIN.) HDPE REMOVABLE CAP
LEAK DETECTION TAP
6" DIA. (MIN.) HDPE SOLIDLEAK DETECTION PIPING
HDPE LINER
957 BACKUP POND DETAILLINER ANCHOR DETAIL
NTS
3' (MIN.)
2' (MIN.)
2'
4' (MIN.)
2' (MIN.)
EXTEND TOP LINER 4' ALONGTOP OF BERM BEFORE
NOTCHING 2' VERTICALLYEXTEND AN ADDITIONAL 2'HORIZONTALLY AND COVERLINER WITH BERM MATERIAL
LEAK DETECTIONSUMP LOCATIONS
BERM CREST
LEAK DETECTION TAPS LEAK DETECTION TAPS
LEAK DETECTION TAPS
GEOTEXTILEDRAIN MATERIAL
EXTEND BOTTOM LINER A MIN.OF 3' TO AVOID NOTCHEDANCHOR OF TOP LINER
31
31
31
31
NOTE:
1. ANCHOR TRENCH IS TO BE CONSTRUCTED PER MANUFACTURESRECOMMENDATIONS.
2. LINER MATERIALS SHOWN AS SEPARATED FOR VISUAL CLARITY. PVC LINER,GEOTEXTILE, AND HDPE LINER ABUTTED AGAINST EACH OTHER.
3. REMOVE ALL DELETERIOUS AND LINER DAMAGE CAUSING DEBRIS PRIOR TOINSTALLING PVC LINER.
CLEAN GRANULAR FILL
18"
12"
GEOTEXTILE DRAIN MATERIAL
959 BACKUP POND DETAILLEAK DETECTION SUMP
NTS
C-3.5959
TYPICALLEAK DETECTION SUMP
C-3.5959
TYPICALLEAK DETECTION SUMP
6" DIA. (MIN.) HDPELEAK DETECTION TAP
4"-6" HIGH x 12" WIDE BERM
NOTE:
1. LINER SUB-BASE PREPARATION OF NATIVE SOILS TO BECOMPACTED TO 95% (MIN.) OF STANDARD PROCTOR
6" DIA. (MIN.) HDPE SOLIDLEAK DETECTION PIPING
PVC LINER MATERIAL
HDPE LINER MATERIAL
PVC LINER MATERIAL
NOTE:
1. LINER MATERIALS SHOWN AS SEPARATED FOR VISUAL CLARITY. PVC LINER,GEOTEXTILE, AND HDPE LINER ABUTTED AGAINST EACH OTHER.
FINISHED GRADE
FINISHED GRADE
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
ELE
VA
TIO
N
ELE
VA
TIO
N
Section AA
5110512051305140515051605170518051905200
5110512051305140515051605170518051905200
-4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
-4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
ELE
VA
TIO
N
ELE
VA
TIO
N
Section BB
512051305140515051605170518051905200
512051305140515051605170518051905200
-4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
-4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
ELE
VA
TIO
N
ELE
VA
TIO
N
Section CC
51305140515051605170518051905200
51305140515051605170518051905200
-5+50 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
-5+50 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
ELE
VA
TIO
N
ELE
VA
TIO
N
Section DD
5100511051205130514051505160
5100511051205130514051505160
-1+00 -0+50 0+00 0+50 1+00
-1+00 -0+50 0+00 0+50 1+00
ELE
VA
TIO
N
ELE
VA
TIO
N
Pond Section FF
5130514051505160517051805190
5130514051505160517051805190
-1+50 -1+00 -0+50 0+00 0+50 1+00 1+50
-1+50 -1+00 -0+50 0+00 0+50 1+00 1+50
ELE
VA
TIO
N
ELE
VA
TIO
N
Pond Section GG
5130514051505160517051805190
5130514051505160517051805190
-2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00
-2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00
ELE
VA
TIO
N
ELE
VA
TIO
N
Section EE
5140515051605170518051905200
5140515051605170518051905200
-0+50 0+00 0+50 1+00 1+50
-0+50 0+00 0+50 1+00 1+50
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
9/27/2012 12:08 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C04-SECTIONS.dwg
TBK
SCALE IN
FEET
50
50
EXISTING GRADEPROPOSED FINAL GRADE
PROPOSED PROCESS PLANTFFE = 5169.5
10% 10%
EXISTING GRADEPROPOSED FINAL GRADE
PROPOSED PROCESS PLANTFFE = 5169.5
10% 10%
EXISTING GRADE
PROPOSED FINAL GRADE PROPOSED PROCESS PLANTFFE = 5169.5
10% 10% 10%
4%
4%
4%
4%
10%
30' WIDE SITE ACCESS ROAD2% CROWN, 5.1% MAX. GRADE
13
13
13
13
13
13
13
13
EXISTINGGRADE
PROPOSED 30' WIDEACCESS ROAD
EXISTING GRADE
PROPOSED FINAL GRADE
EXISTING GRADE
PROPOSED FINAL GRADE
DRIVE ISLE FRENCH DRAIN
1.5% 1.5%2%
1%2.5% 1% 1% 1% 1%2%2%
2% 2%
13
3%
3%
3%3%
3%
3%5% 5% 4%4%
0.5%
YELLOW CAKELOADING DOCK
OFFICE/SHOPFFE = 5169.5
NOTE:
1. FINISHED GRADE IS TO SLOPE AWAY FROM ALLSTRUCTURES AT A MINIMUM SLOPE OF 10% FOR AMINIMUM DISTANCE OF 10 FEET
DRIVE ISLE FRENCH DRAIN
PROPOSED PROCESS PLANTFFE = 5169.5
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5165
5155
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 20
SCALE IN FEET
40
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
9/28/2012 5:20 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C05-SEPTIC.dwg
TBK
PROCESS PLANTFFE = 5169.5
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LIMITS OFGRADING
LIMITS OFGRADING
SANITARY SEWERMANHOLESANITARY SEWER
CLEANOUT
SANITARY SEWERCLEANOUT
SANITARY SEWERBUILDING CONNECTION
SANITARY SEWERBUILDING CONNECTION
SANITARY SEWER 3000 GAL.SEPTIC TANK
DRAIN FIELD
FUTUREDRAIN FIELD
54.8'
100.0'
NOTES:
1. EXISTING CONDITIONS INFORMATION PROVIDED BY SURVEY PERFORMED BY INBERG-MILLERSENGINEERS IN JUNE 2012
2. EXISTING CONTOURS REFLECT POST-DEMOLITION AND STRIPPING CONDITIONS WITHIN LIMITS OFGRADING
3. POST STRIPPING (4" DEPTH) EXISTING CONTOURS SHOWN AS DASHED LINES
4. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMINGGRADING ACTIVITIES
5. ALL TRENCHING AND BACKFILL IS TO BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 2012
6. ALL SANITARY SEWER PIPES ARE TO BE A MINIMUM OF 36" BELOW FINISHED GRADE INACCORDANCE WITH CAMPBELL COUNTY REGULATIONS
7. SANITARY SEWER FEATURES ARE CONCEPTUAL AND SUBJECT TO CHANGE PRIOR TO 95%SUBMITTAL
8. NON-SANITARY SEWER PROPOSED UTILITIES SHOWN SHADED BACK TO PREVENT VISUALCONFLICT WITH SANITARY SEWER LINES
LIMITS OF GRAVELSURFACING
LIMITS OF GRAVELSURFACING
SANITARY SEWER1500 GAL. DOSE TANK
SITEPROPERTYBOUNDARY
EXISTING FENCE
O2 TANK
PIPE VAULT LOCATIONPROCESS PIPING ACCESS POINT FOR FACILITY NOT DETERMINEDAT THIS TIME AND PIPE VAULT LOCATION IS SUBJECT TO CHANGE
UTILITY CROSSINGS
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5165
5165
5160
5160
5165
5165
5165
5165
5135
5140
5145
5150
5155
5160
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 50
SCALE IN FEET
100
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:51 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C06-UTILITIES_WET.dwg
TBK
PROCESSPLANT
FFE = 5169.5
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LIMITS OFGRADING
LIMITS OFGRADING
NOTES:
1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMINGGRADING ACTIVITIES
2. ALL TRENCHING AND BACKFILL IS TO BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT BY INBERG-MILLER DATED JULY 9, 2012
3. ALL WATER UTILITY PIPELINES ARE TO BE A MINIMUM OF 48" BELOW FINISHED GRADE
4. WATER UTILITY FEATURES ARE CONCEPTUAL AND SUBJECT TO CHANGE PRIOR TO 95% SUBMITTAL
5. NON-WATER UTILITY PROPOSED UTILITIES SHOWN SHADED BACK TO PREVENT VISUAL CONFLICTWITH WATER UTILITY PIPELINES
DOMESTIC WATER WELL EXACTLOCATION NOT DETERMINED AT
TIME OF SUBMITTAL
DOMESTIC WATER PIPELINEBUILDING CONNECTION
LIMITS OFGRADING
DOMESTIC WATER PIPELINEBUILDING CONNECTION
35.6'
SEPTIC SYSTEM
DRAIN FIELD
FUTURE SEPTIC
SYSTEM DRAIN FIELD
LIMITS OF GRAVELSURFACING
LIMITS OF GRAVELSURFACING
HCL TANK
CO2 TANK
H2O2 TANK
O2 TANKPIPE VAULT
CONCRETEYELLOW CAKE
LOADING DOCK
LP TANKUSED OIL TANK
DIESEL TANK
LIMITS OFGRAVELSURFACING
11.e(2) WASTE STORAGE AREA
GENERATOR PAD
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
STORM DRAINRIPRAP APRON
STORM DRAINRIPRAP APRON
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5165
5145
5155
5160
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 30
SCALE IN FEET
60
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 10:12 AM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C07-UTILITIES_DRY.dwg
TBK
PROCESSPLANT
FFE = 5169.5
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LIMITS OFGRADING
LIMITS OFGRADING
NOTES:
1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONSPRIOR TO PERFORMING GRADING ACTIVITIES
2. ALL TRENCHING AND BACKFILL IS TO BE PERFORMED IN ACCORDANCEWITH THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT BYINBERG-MILLER DATED JULY 9, 2012
3. ALL SANITARY SEWER PIPES ARE TO BE A MINIMUM OF 36" BELOWFINISHED GRADE IN ACCORDANCE WITH CAMPBELL COUNTYREGULATIONS
4. SANITARY SEWER FEATURES ARE CONCEPTUAL AND SUBJECT TOCHANGE PRIOR TO 95% SUBMITTAL
5. NON-SANITARY SEWER PROPOSED UTILITIES SHOWN SHADED BACK TOPREVENT VISUAL CONFLICT WITH SANITARY SEWER LINES
6. VEHICLE PROTECTION BOLLARDS WILL BE LOCATED AND DETAILEDAFTER FACILITY UTILITIES AND STORAGE TANKS LOCATIONS HAVE BEENFINALIZED
7. ELECTRICAL TRANSFORMER LOCATION IS UNKNOWN AT THIS TIME ANDWILL BE VERIFIED BY SUB-CONSULTANT PRIOR TO FINAL SUBMITTAL
PHONE/DATA LINE PULL BOXVEHICLE RATED
DRY UTILITIESBUILDING CONNECTION
FUTURE SEPTIC
DRAIN FIELD
54.8'
PHONE/DATA LINE PULL BOXPHONE/DATA LINE PULL BOX
CONNECTION OF EXISTING OVERHEADELECTRIC UTILITY TO PROPOSEDUNDERGROUND ELECTRIC UTILITY LINE
UNDERGROUND ELECTRIC UTILITYLINE PULL BOX
VEHICLE RATED
UNDERGROUND ELECTRICUTILITY LINE PULL BOX
PHONE/DATA LINE PULL BOXVEHICLE RATED
UNDERGROUND ELECTRIC UTILITY LINE PULL BOXVEHICLE RATED
GENERATOR PAD AND BUILDINGELECTRICAL CONNECTION
LP GAS PIPELINE BUILDING CONNECTION
LP GAS STORAGE TANK
PHONE/DATA LINE CONNECTED TO EXISTINGUTILITY EXTENDED FROM HWY 387
LIMITS OF GRAVELSURFACING
LIMITS OF GRAVELSURFACING
SITEPROPERTYBOUNDARY
EXISTING FENCE
USED OIL TANK
DIESEL TANK
HCL TANK
CO2 TANK
H2O2 TANK
O2 TANK
PIPE VAULT
STORM DRAINRIPRAP APRON
SEPTIC SYSTEM
DRAIN FIELD
SEE SHEET C-5.0
UTILITYCROSSINGS
CLA
RK
ELL
EN
RO
AD
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5165
5165
5170
5160
516051
65
5160
5165
5165
5165
5175
51255130
5135
5140
5145
5150
5155
5160
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 100
SCALE IN FEET
200
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:51 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C09-STORM.dwg
TBK
FRENCH DRAIN AND EASTDRAINAGE INTERCEPTOR DITCHSEE SHEET C-9.4
WEST DRAINAGE INTERCEPTOR DITCHSEE SHEET C-9.3
DRIVE ISLEFRENCH DRAIN
SEE SHEET C-9.1
SITEPROPERTYBOUNDARY
SITEPROPERTYBOUNDARY
ROADROW66-FT
EXISTING FENCE
EXISTING FENCE
PROCESSPLANT
FFE = 5169.5
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LIMITS OFGRADING
LIMITS OFGRADING
LIMITS OFGRADING
LP TANK
USED OIL TANK
DIESEL TANK
11.e(2) WASTE STORAGE AREA
HCL TANK
CO2 TANK
H2O2 TANKO2 TANK
PIPE VAULT
GENERATOR PAD
RESIN TRUCKUNLOADING BAY
RESIN TRUCKUNLOADING BAY
YELLOW CAKE LOADING DOCK
SEPTIC SYSTEMDRAIN FIELDS
BACKUPPOND
STORM DRAINRIPRAP APRON
STORM DRAINRIPRAP APRON
STORM DRAINRIPRAP APRON
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLO
W
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVEL
SURFACING
LIMITS OFGRAVELSURFACING
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2
30' WIDE CATTLE GUARDSEE SHEET CD-1.3
FLOW
FLOW
FLOW
FLO
W
FLOWFLOW
FLO
W
FLOWFLOW
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
STRIPPED TOP SOIL STOCKPILE LOCATIONMAX. HEIGHT = 3', MAX. SLOPE = 5H:1V
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5165
7+450+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
ELE
VA
TIO
N
ELE
VA
TIO
N
5130
5140
5150
5160
5170
5180
5190
5200
5210
5130
5140
5150
5160
5170
5180
5190
5200
5210
-0+5
0
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
-0+5
0
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
2.0% 1.7% 1.6% 2.5% -2.5%-1.7%
0.9% 5.7% -2.6% -6.3%-1.7% -1.7%
N
0 30
SCALE IN FEET
60
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:51 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C09-STORM.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
PROCESSPLANT
FFE = 5169.5
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
LIMITS OFGRADING
NOTES:
1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO PERFORMING GRADING ACTIVITIES
2. ALL TRENCHING AND BACKFILL IS TO BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE GEOTECHNICALREPORT BY INBERG-MILLER DATED JULY 9, 2012
3. SUB SURFACE UTILITIES SHOWN SHADED BACK TO PREVENT VISUAL CONFLICT WITH STORM WATER DRAINAGE FEATURES
LIMITS OFGRADING
SEPTIC SYSTEM
DRAIN FIELD
FINISHEDGRADE
EXISTINGGRADE
2'x2' FRENCH DRAIN INVERT
SCALE IN
FEET
30
30
LIMITS OF GRAVELSURFACING
LIMITS OF GRAVELSURFACING
CD-2.0229
TYPICAL DETAILFRENCH DRAIN
H2O2 TANK
O2 TANKPIPE VAULT
GENERATOR PAD
SEPTIC SYSTEM TANKSSEE SHEET C-5.0
CD-2.0229
TYPICAL DETAILFRENCH DRAIN
CD-2.0225
TYPICAL DETAILRIPRAP APRON
CD-2.0225
TYPICAL DETAILRIPRAP APRON
CD-2.0225
TYPICAL DETAILRIPRAP APRON
CD-2.0225
TYPICAL DETAILRIPRAP APRONWATER UTILITY
CROSSINGGAS UTILITY
CROSSINGDRY UTILITYCROSSING
SANITARY SEWERCROSSING
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
ELE
VA
TIO
N
ELE
VA
TIO
N5140
5150
5160
5170
5180
5190
5200
5140
5150
5160
5170
5180
5190
5200
-0+2
2-0
+20
0+00
0+20
0+40
0+60
0+80
0+82
-0+2
2-0
+20
0+00
0+20
0+40
0+60
0+80
0+82
65 LF @ 1.6%, 24" DIA. CPEP WITH F.E.S.
STA
.=0+
00.0
0IE
= 5
157.
95
STA
.=0+
64.7
4IE
= 5
158.
92 ELE
VA
TIO
N
ELE
VA
TIO
N
5110
5120
5130
5140
5150
5160
5170
5110
5120
5130
5140
5150
5160
5170
-0+2
2-0
+20
0+00
0+20
0+40
0+60
0+80
1+00
1+20
1+22
-0+2
2-0
+20
0+00
0+20
0+40
0+60
0+80
1+00
1+20
1+22
100 LF @ 1.6%, 24" DIA. CPEP WITH F.E.S.
STA
.=0+
00.0
0IE
= 5
123.
17
STA
.=1+
00.0
0IE
= 5
125.
00
0 10
SCALE IN FEET
20
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:51 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C09-STORM.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
LIMITS OFGRADING
EXISTINGDRAINAGE
CENTERLINE
POND ACCESS ROAD
SCALE IN
FEET
10
10
LIMITS OFGRADING
LIMITS OFGRADING
SITE ACCESS ROAD
SCALE IN
FEET
10
10
LIMITS OFGRADING
LIMITS OF GRAVEL SURFACING
LIMITS OF GRAVELSURFACING
FLOW
FLOW
FLOW
FLOW
FLOW
MIN. 3' COVERMIN. 3' COVER
EXISTINGDRAINAGE
CENTERLINE
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
WEST CULVERT
PROFILE
PLAN
EAST CULVERT
PROFILE
PLAN
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
NE
LEV
ATI
ON
ELE
VA
TIO
N
5140
5150
5160
5170
5180
5190
5200
5210
5220
5230
5240
5250
5260
5270
5280
5140
5150
5160
5170
5180
5190
5200
5210
5220
5230
5240
5250
5260
5270
5280
-0+5
0
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
-0+5
0
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
1.3% 3.7% 5.3% -1.8% -4.2% -5.5% -6.2% -3.4% -1.6% -1.0%
1.2%
GR
AD
E B
RE
AK
STA
= 0
+00.
00
ELE
V =
515
9.06
7
GR
AD
E B
RE
AK
STA
= 1
+52.
99
ELE
V =
516
3.00
0
GR
AD
E B
RE
AK
STA
= 3
+10.
00
ELE
V =
516
6.84
1
GR
AD
E B
RE
AK
STA
= 4
+14.
76
ELE
V =
516
4.95
7
GR
AD
E B
RE
AK
STA
= 5
+22.
68
ELE
V =
515
9.00
0
GR
AD
E B
RE
AK
STA
= 6
+19.
99
ELE
V =
515
6.91
1
0 30
SCALE IN FEET
60
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:51 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C09-STORM.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
LIMITS OFGRADING
℄ EXISTINGGRADE
℄ DITCHINVERT
SCALE IN
FEET
30
30
LIMITS OFGRADING
BACKUP POND
LIMITS OFGRAVELSURFACING
3H:1V3H:1V
3H:1
V3H
:1V
3H:1
V
FLO
W
EXISTINGPROPERTYLIMITS
EXISTINGFENCE
FLO
W
FLOWFLOW
FLOW
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
CD-2.0200
TYPICALDIVERSTION V-DITCH
CD-2.0200
TYPICALDIVERSTION V-DITCH
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
NE
LEV
ATI
ON
ELE
VA
TIO
N
5155
5160
5170
5180
5190
5155
5160
5170
5180
5190
-0+0
20+
00
0+20
0+40
0+60
0+80
1+00
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
2+80
3+00
3+20
3+40
3+60
3+80
4+00
4+02
-0+0
20+
00
0+20
0+40
0+60
0+80
1+00
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
2+80
3+00
3+20
3+40
3+60
3+80
4+00
4+02
-0.8% -0.9% -0.8% -1.5% -0.1% -1.9%
N
0 20
SCALE IN FEET
40
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:51 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C09-STORM.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
LIMITS OFGRADING
℄ EXISTING GRADE℄ DITCH INVERT
SCALE IN
FEET
20
20
LIMITS OFGRAVELSURACE
11.e(2) WASTE STORAGE AREA
℄ FINAL GRADE
CD-2.0229
TYPICAL DETAILFRENCH DRAIN
4% 3%
4%3%
3%
3%
1%
1%
4%3%
CD-2.0229
TYPICAL DETAILFRENCH DRAIN
CD-2.0225
TYPICAL DETAILRIPRAP APRON
NOTES:
1. CULVERT SIZING AND DITCH LOCATIONS TO BE FINALIZED ON 95% SUBMITTAL WITH FINALPLACEMENT AND LOCATIONS OF EQUIPMENT
2. CONTRACTOR TO SMOOTH TRANSITIONS
2H:1V
2H:1V
FRENCH DRAIN (APPROX. 225 LF)
CD-2.0225
TYPICAL DETAILRIPRAP APRON
CD-2.0200
TYPICALDIVERSTION V-DITCH
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
5165
5165
5170
5160
516051
65
5160
5165
5165
5165
5175
51255130
5135
5140
5145
5150
5155
5160
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
N
0 100
SCALE IN FEET
200
SITEPROPERTYBOUNDARY
SITEPROPERTYBOUNDARY
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 4:49 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_C10-SITE_COMPLETE.dwg
TBK
HCL TANK EXISTING FENCE
EXISTING FENCE
EXISTING UTILITY POLESEE SHEET C-7.0 FORDRY UTILITY DESIGN
CO2 TANK
H2O2 TANKO2 TANK
PIPE VAULTGENERATOR PAD
YELLOW CAKELOADING DOCK
11.e(2) WASTE STORAGE AREARESIN TRUCKUNLOADING BAY
RESIN TRUCKUNLOADING BAY
BACKUPPOND
PROPOSED ISRPROCESSING PLANT
FFE = 5169.5
LP TANK
USED OIL TANKDIESEL TANK
55.7-FT
OFFICEFFE = 5169.5
SHOPFFE = 5169.5
DEEP DISPOSAL WELL
LIMITS OF GRADINGSEE SHEET C-3.0
FRENCH DRAINRIPRAP APRON
RIPRAP APRON
RIPRAP APRON
STORMWATER INTERCEPTOR DITCH
STORMWATER INTERCEPTOR DITCH
PARKING AREA
50.0-FT
STRIPPED TOPSOILSTOCKPILE
EAST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2
30' WIDE CATTLE GUARD
WEST CULVERT24" DIA. CPEP WITH F.E.S.
SEE SHEET C-9.2
SECURITY GATE
FRENCH DRAIN
ROADROW66-FT
SEPTIC SYSTEMDRAIN FIELDS
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
REFER TO PROJECT SPECIFICATIONS
SUB-GRADESEE PROJECT SPECIFICATIONS
EXISTING SOILS
NOTES:1. ASPHALT CONCRETE (A.C.) PAVEMENT TO BE PLACED IN LIFTS TO THE DEPTH
SHOWN AND PER PROJECT SPECIFICATIONS2. SUB-BASE IS TO BE PREPARED IN ACCORDANCE WITH PROJECT SPECIFICATIONS
AND TO THE DEPTH SHOWN
-100 REGULAR DUTYTYPICAL A.C. PAVEMENT SECTION DETAIL
NTS
8.0"GRAVEL
12.0"MODIFIED SUBGRADE
EXISTING SOILS
SUB GRADE SHALL BE SCARIFIEDTO THE DEPTH INDICATED.MOISTURE CONDITIONED ASNECESSARY TO ACHIEVE A NEAROPTIMUM MOISTURE CONTENT ANDRECOMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY
CLASS 2 AGGREGATE BASE SHALL BEPLACED IN ACCORDANCE WITH ASTM
D1557-76. SHALL BE COMPACTEDUNDER OPTIMUM MOISTURE TO 95%
STANDARD COMPACTION
-105 REGULAR DUTYTYPICAL GRAVEL DRIVE SECTION DETAIL
NTS
13'-8" [4166MM]
12'-8" [3861MM]
11'-8" [3556MM]
9'-8" [2946MM]
10'-8" [3251MM]
8'-8" [2642MM]
FENCE HEIGHT
12'-0" [3658MM]
11'-0" [3353MM]
10'-0" [3048MM]
9'-0" [2743MM]
8'-0" [2438MM]
7'-0" [2134MM]
15'-0" [4572MM] 12'-0 5/8" [3674MM]
10'-0 5/8" [3064MM]
7'-0 5/8" [2150MM]
8'-0 5/8" [2454MM]
9'-0 5/8" [2759MM]
11'-0 5/8" [3369MM]
UPRIGHT END & CORNER POSTS
10'-0" [3048MM]
11'-0" [3353MM]
12'-0" [3658MM]
13'-0" [3962MM]
14'-0" [4267MM] 10'-0 5/8" [3064MM]
11'-0 5/8" [3369MM]
9'-0 5/8" [2759MM]
8'-0 5/8" [2454MM]
7'-0 5/8" [2150MM]
6'-0 5/8" [1845MM]
CORNER POSTS WITH CORNER ARM
14'-0" [4267MM]10'-8 7/8" [3273MM]
7'-8 7/8" [2359MM]
6'-8 7/8" [2054MM]
5'-8 7/8" [1749MM]
9'-8 7/8" [2969MM]
8'-8 7/8" [2664MM]
LINE POSTS
10'-0" [3048MM]
11'-0" [3353MM]
12'-0" [3658MM]
13'-0" [3962MM]
9'-0" [2743MM]
10'-0" [3048MM] MAX SPACING
B-1
H-1
B-3
H-3 H-2
B-2
FENCE SECTION ELEVATIONWITH TOP RAIL & WITH BARBED WIRE
NOM HT INCLUDINGBARBED WIRE
B-1BAR LENGTH
H-1HEIGHT ABOVE GRADE
B-2BAR LENGTH
H-2HEIGHT ABOVE GRADE
B-3BAR LENGTH
H-3HEIGHT ABOVE GRADE
CHAIN LINK
3 STRANDS OF BARBED WIRE
BRACE RAIL
END & CORNER POST
CORNER ARM(OPTION)
LINE POST
TRUSS ROD
TENSION WIRE OPTIONAL,SPECIFY WHEN REQUIRED
GRADE
-110 PERIMETER FENCECHAIN LINK SECURITY FENCE
NTS
CONCRETE, REFER TOPROJECT SPECIFICATIONS
PLAN 3 STRANDS OF BARBED WIRE (TYP.)
FENCE FABRIC (TYP.)FENCE FABRIC (TYP.)
3 HORIZONTAL STRANDSOF BARBED WIRE
ELEVATION
GATE FRAME
LEAF 3 STRANDS OF BARBED WIRE (TYP.)
TOP TENSION WIRE OR RAILAS SPECIFIED (TYP.)
GATE WIDTHREFER TO PLANS
FENCEFABRIC
1'-0"
LINE POST
LINE POST
TRUSS ROD (TYP.)BRACE RAIL (TYP.)
GRADE LINE
BRACE RAIL (TYP.)
BOTTOM TENSIONWIRE (TYP.)
HINGES (TYP.)
CHAIN LINKFABRIC
GATE FRAME
3'-10" FOR POSTS 8-5/8" O.D.3'-4" FOR POSTS 6-5/8" O.D.
2'-10" MIN. FOR POSTS 4" O.D. AND LESS
6"
DROP ROD
16" Ø MIN. FOR GATE POSTS 4" O.D. AND LESS24" Ø FOR GATE POSTS OVER 4" O.D.
LATCHASSEMBLY
3/8" Ø TRUSSRODS (TYP.) 4" MAX.
2' DEEP AND 6" Ø WITH 1" Ø STEEL PIPEINSET IN CENTER TO ALLOW GATEDROP ROD TO INSERT FREELY
-111 SECURITY FENCEDOUBLE SWING GATE
NTS
CONCRETE, REFER TOPROJECT SPECIFICATIONS
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:39 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_CD01-SITE_DETAILS.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
NOTE:
1. REFER TO PROJECT SPECIFICATIONS FOR CHAIN LINK FENCE FABRIC
NOTE:
1. REFER TO PROJECT SPECIFICATIONS FOR CHAIN LINK FENCE FABRIC
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
NGRADE
10'-0 5/8" [3064MM]
5'-0 5/8" [1540MM]
6'-0 5/8" [1845MM]
7'-0 5/8" [2150MM]
8'-0 5/8" [2454MM]
9'-0 5/8" [2759MM]
12'-0 5/8" [3674MM]
11'-0 5/8" [3369MM]
HEIGHT ABOVE GRADE
15'-0" [4572MM]12'-0" [3658MM]
BAR LENGTH
8'-0" [2438MM]
9'-0" [2743MM]
10'-0" [3048MM]
11'-0" [3353MM]
12'-0" [3658MM]
13'-0" [3962MM]
14'-0" [4267MM]11'-0" [3353MM]
10'-0" [3048MM]
9'-0" [2743MM]
8'-0" [2438MM]
7'-0" [2134MM]
6'-0" [1829MM]
5'-0" [1524MM]
NOMINALHEIGHT
FENCE HEIGHT END & CORNER POSTS
B-1 H-1
14'-8" [4470MM] 11'-8 7/8" [3578MM]
LINE POSTS
7'-8" [2337MM]
8'-8" [2642MM]
10'-8" [3251MM]
9'-8" [2946MM]
11'-8" [3556MM]
12'-8" [3861MM]
13'-8" [4166MM]
BAR LENGTHB-2
4'-8 7/8" [1445MM]
5'-8 7/8" [1749MM]
6'-8 7/8" [2054MM]
7'-8 7/8" [2359MM]
8'-8 7/8" [2664MM]
9'-8 7/8" [2969MM]
10'-8 7/8" [3273MM]
HEIGHT ABOVE GRADEH-2
LINE POST
10'-0" [3048MM] MAX SPACING
B-1
H-1
TRUSS ROD
CHAIN LINK
H-2
B-2
FENCE SECTION ELEVATIONWITH TOP RAIL & WITHOUT BARBED WIRE
TENSION WIREOPTIONAL,SPECIFY WHENREQUIRED.
END & CORNERPOST
-112 NON-SECURITYCHAIN LINK FENCE DETAIL
NTS
CONCRETE, REFER TOPROJECT SPECIFICATIONS
ELEVATION
LEAF
TOP TENSION WIRE OR RAILAS SPECIFIED (TYP.)
FENCEFABRIC
LINE POST
LINE POST
TRUSS ROD (TYP.)BRACE RAIL (TYP.)
GRADE LINE
BRACE RAIL (TYP.)
BOTTOM TENSIONWIRE (TYP.)
HINGES (TYP.)
CHAIN LINKFABRIC
GATE FRAME
3'-10" FOR POSTS 8-5/8" O.D.3'-4" FOR POSTS 6-5/8" O.D.
2'-10" MIN. FOR POSTS 4" O.D. AND LESS
6"
DROP ROD
16" Ø MIN. FOR GATE POSTS 4" O.D. AND LESS24" Ø FOR GATE POSTS OVER 4" O.D.
LATCHASSEMBLY
3/8" Ø TRUSSRODS (TYP.) 4" MAX.
2' DEEP AND 6" Ø WITH 1" Ø STEEL PIPEINSET IN CENTER TO ALLOW GATEDROP ROD TO INSERT FREELY
-113 CHAIN LINK FENCEDOUBLE SWING GATE DETAIL
NTS
CONCRETE, REFER TOPROJECT SPECIFICATIONS
XX
X
38"
8'-0"6.625"13' 40"42"16"44"40"36"44"40"36"
46"42"38"46"42"
18"16"14"16"14"12"
7' TO 12' 4.000"10' TO 12'
6' TO 9'3' TO 5'
10' TO 12'6' TO 9'3' TO 5'
3' TO 6' 2.875"
30"36"36"36"36"40"40"
30"30"24"
42"42"38"38"38"38"32"32"32"
24"24"18"18"12"12"
TERMINALLINE
10"8"
10"26"
13'-0" TO 18'-0"
10'-0" TO 12'-0"
6'-0" TO 9'-0"
5'-0"
TERMINALLINE
TERMINALLINE
TERMINALLINE
6"TERMINAL
LINE3'-0" TO 4'-0"
"C" POSTEMBEDMENT
"B"DEPTH
"A"DIAM
TYPEPOST
FABRICHEIGHT
"C"POST
EMBED.
"B"DEPTH
"A"DIAM
FABRICHEIGHT
GATEPOST(OD)
GATELEAF
WIDTH
10' CENTER OF POST TOCENTER OF POST (MAXIMUM)
NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS
LINE AND TERMINAL POSTS
GATE POST
TOP RAIL
SUPPORT ARM W/3STRANDS OF BARBEDWIRE WHERE SPECIFIED
DIA. OFPOST AS
SPECIFIED
BOTTOM RAIL OR TENSIONWIRE, AS SPECIFIED
GRADE
CONCRETE FOOTING, REFER TO PROJECT SPECIFICATIONS
FABRICHEIGHT
2" (TYP.)
"B"
1"(TYP.)
"C"
"A"
-115 TYPICALCHAIN LINK FENCE FOUNDATION DETAIL
NTS
34" DIA. COPPER-CLADSTEEL GROUND ROD
MOLDED EXOTHERMIC WELDOR APPROVED CLAMP-TYPEFITTING OF COPPER
#8 AWG SOLID COPPER WIRE
FENCE POST
1'-0"
10'-0"
NOTE:1. GROUND EACH GATE POST
AND 50' O.C. ON BOTH SIDESOF GATE POSTS
-116 TYPICALFENCE GROUNDING DETAIL
NTS
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:39 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_CD01-SITE_DETAILS.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
NOTE:
1. REFER TO PROJECT SPECIFICATIONS FOR CHAIN LINK FENCE FABRIC
NOTE:
1. REFER TO PROJECT SPECIFICATIONS FOR CHAIN LINK FENCE FABRIC
NOTE:
1. REFER TO PROJECT SPECIFICATIONS FOR CHAIN LINK FENCE FABRIC
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
DAP
END OR CORNER POST-WOOD8" DIA. (TOP) x 7'-6" LONG
4" x 4" WOOD BRACE
LOOP OF 9-GAGE WIRETWISTED TO TIGHTEN
LOOP OF 9-GAGE WIRETWISTED TO TIGHTEN
GRADE
BARBED WIRE
END OR CORNER BRACE POST-WOOD8" DIA. (TOP) x 7'-6" LONG
DAP
4" x 4" WOODBRACE
TERMINAL LINE POST-WOOD6" DIA. (TOP) x 7'-6" LONG
LINE POST-WOOD 4" DIA. (TOP) x 7'-0" LONG
DAP
10'-0"END OR CORNER PANEL
9'-0"END OR CORNER PANEL BRACE
2"
3'-0" 3'-0"
2"
2'-6"
2"
4'-6"
CLEARANCEMIDSPAN
TO BE3" MIN.6" MAX
6"
10.5"
10.5"
10.5"
10.5"
6"
10.5"
10.5"
10.5"
10.5"
6" 8"
-117 TYPICAL 5 STRAND BARBED-WIRE FENCE DETAIL
NTS
16'-0" MAXLINE PANEL
3' MIN.
6" Ø S40 STEEL PIPEFILLED WITH CONCRETE
5' MIN.
2' MIN.
4" THICK GRAVEL BASE
VARIES
CONCRETE, REFER TOPROJECT SPECIFICATIONS
PAINTED SAFETY YELLOW
-140 REGULAR DUTYSTANDARD BOLLARD DETAIL
NTS
3' MIN.
8" Ø S40 STEEL PIPEFILLED WITH CONCRETE
7.25' MIN.
2.5' MIN.
4" THICK GRAVEL BASE
VARIES
CONCRETE, REFER TOPROJECT SPECIFICATIONS
PAINTED SAFETY YELLOW
-140 HEAVY DUTYSTANDARD BOLLARD DETAIL
NTS
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:39 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_CD01-SITE_DETAILS.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 3:39 PM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_CD01-SITE_DETAILS.dwg
TBK
170 TYPICALSTEEL PIPE CATTLE GUARD GRID
NTS
V
1/4"typ.
3/16"
2"
1-1/4" TO 1-1/2"
(ft)L =
H =
W = (ft)
(ft)
DIMENSIONS
3/16"
1"
V
STRINGERS MAX. 24" ON CENTERS
15 R
AIL
S M
AX
. 4-1
/2" C
LEA
R S
PA
CE
W
typ.1/4"
1/4"
H
A
C
B
A
B
3/4"
3/16
"
A =
B =
(ft)
(ft)
D =
C =
(ft)
(ft)
SECTION V-V
PLAN VIEW
TYP ALL RAILS
ANCHOR CLIPS, BOTH SIDES(FURNISH LOOSE AND FIELD WELDED,OR SHOP WELD, AS SPECIFIED) SEEDETAIL B 3" X 3" X 3" X 3/8" ANGLE
TORQUE BARS LOCATED ATENDS AND CENTERED ON GRID
DRILL HOLES TO MATCHWING, BOTH SIDES.
RAIL, COLD-FROMEDFROM ASTM A242
STEEL PLATE 7 GUAGEMIN. THICKNESS
RAIL, COLD-FROMEDFROM ASTM A500 ST.
TUBING, GRADE BTS3"X2"X0.1875"
SIDE PLATE
DETAIL CCROSS SECTION OF RAIL
ALTERNATE RAIL
1/4" X 1-1/2"TORQUE BAR
ANCHOR CLIP - DETAIL B
1/4" END PLATE
ANCHOR CLIP
1/4" HEADER PLATE
1/4"
EN
D P
LATE
RAILS
TYP.
3" X 3" X 3" X 3/8" ANGLE
DRAWING NOT TO SCALE. STANDARDIZEDDRAWING MUST BE ADAPTED TO THESPECIFIC SITE.
SIDE VIEW
Detail B
X
X
FRONT VIEW
5"
2"
4"
2"
31°
1"
5-1/4"
2"
3"
1"
1-9"
15"
15"
15"6"
4'-3"
8'-0"
45°
172 TYPICALANGLE IRON CATTLE GUARD WINGS
NTS
9/16"Ø HOLEFOR 1/2" X 2"
MACHINE BOLT
1-3/4"X1-3/4"X1/4" ANGLE- HORIZONTAL STRUT
DETAIL Awoodpost
2"X2"X5/16" ANGLEDIAGONAL BRACE
1/4" PLATE
9/16"Ø HOLEFOR 1/2"X2"
MACHINE BOLT
2"x2"x516" ANGLE
COPE ONE LEG AND BEND
C8x13.75 BEAM
5/16" BENT PLATE
DRAWING NOT TO SCALE. STANDARDIZEDDRAWING MUST BE ADAPTED TO THESPECIFIC SITE.
9/16"Ø HOLEFOR 1/2" X 10"MACHINE BOLT
ANGLE IRON END WING
DETAIL B
FRONT VIEW
SIDE VIEW
END ELEVATIONSECTION X-X
DETAIL A
YY
3'-0
"
CL
Z
Z
L
6"
8"
8"
2"4"
3" c
lr
3'-0
"
8"
7" 10"
1-1/
2" c
lr
5"1-1/2" clr
11"
2'-7
"
1'-1
0"
#4
6"
8"
(ft)L =
W = (ft)
DIMENSIONS
175 CAST IN PLACECATTLE GUARD CONCRETE FOUNDATION
NTS
3/4"ØX12" ANCHOR BOLTSW/2" PROJECTION SET TO
MATCH CATTLE GUARD
#4x8'-11"
#4 stirrup
1/2"ØX5" WELDEDSTUDS @ 2' C-C
2"X2"X1/4"ANGLE GALV.
AFTER FAB.
5#4 CONT. EA.FOOTING, TYP.
4#4, SEESECTION Y-Y
#4 STIRRUP14"
#4 TIES, TYP FINISHEDGRADE
#4 STIRRUP
#4 TIES @ 1'-6" C-C
#4X8'-11" (DO NOT SPLICE)
#4 @ 1'-6" C-C MATCH ROADTEMPLATE WHERE REQUIRED
SYMMETRICAL AB0UT CENTERLINE
(CAST-IN-PLACE CONCRETE)
2"x2"x1/4" ANGLE
W/2
W =
TO
TAL
WID
TH
DRAWING NOT TO SCALE. STANDARDIZEDDRAWING MUST BE ADAPTED TO THESPECIFIC SITE.
SECTION AT ROAD ℄
SECTION Z-Z
SECTION Y-Y
ELEVATION
PLAN
-170
TYPICALSTEEL PIPE CATTLE GUARD GRID
FEASIBILI
TY LEVEL
NOT FOR CONSTRUCTIO
N
SHEETBOZEMAN OFFICE1800 West Koch, Suite 6
Bozeman, MT 59715Tel: (406) 586-8364Fax: (406) 522-8460
BUTTE OFFICE521 East Front Street
Butte, MT 59701Tel: (406) 491-0912
CASPER OFFICE900 Werner Court, Suite 150
Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498
NO: DATE ISSUE / REVISION DESCRIPTION
DRAWING:
CADD CHECK APP'D
POST-BIDPRE-BID1
TREC, Inc.Engineering & Environmental Management
www.treccorp.com
PROJECT NO.: CADD: CHECKED BY: PLOT DATE:
IF THIS BAR DOESNOT EQUAL ONE
INCH ADJUSTSCALES
ACCORDINGLY
APPROVED BY:
NO: DATE ISSUE / REVISION DESCRIPTIONCADD CHECK APP'D
DRAWING REVISIONS TYPES: 1 POST IFC1
Copyright 2012, TREC Inc.
GREAT FALLS OFFICE600 Central, Suite 204Great Falls, MT 59401Tel: (406) 952-0745
10/2/2012 10:20 AM
Z:\Current_Projects\2012-250_AUC_Prefeasibility_Study\020-CAD\Sheets\Civil Site\2012-250_CD02-GRADING_DETAILS.dwg
TBK
AUC LLC2012-250 RRU SLH
RENO CREEK PROJECTPREPARED FOR
AUC LLCCAMPBELL COUNTY, WYOMING
NOT FORCONSTRUCTION
90% REVIEW SETAUC LLC
If you need a locateplease call this number811 or 800-849-2476
Dig Safely.
DITCH ℄
1
3 3
1
VARIES
VARIES
1.5-FT MIN.
200 TYPICALDIVERSION V-DITCH
NTS
0.5-FT COMPACTEDGRAVEL DRIVE
GENERAL FILL OR NATIVE SOILS
2.00-FT
1.50-FTMIN.
GEOSYNTHETICDRAINAGE NET
1-FT MIN. 1-FT MIN.
229 TYPICAL DETAILFRENCH DRAIN
NTS
WASHED 1-INCH GRAVEL
225 TYPICALRIPRAP APRON
NTS
10' MIN.RIPRAPMIN. 6" DEPTH
STORM WATER PIPE
3-FT
SLOPE
SLOPE
SLOPE