FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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




NOT FORCONSTRUCTION



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


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.




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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




NOT FORCONSTRUCTION



Dig Safely.


EXISTING GRAVEL DRIVE APPROXIMATELY 12-FT WIDE

EXISTING OVERHEAD ELECTRIC UTILITY

EXISTING NATURAL GAS TANKS

EXISTING NATURAL GAS TANK


EXISTING FENCE

EXISTING FENCE

EXISTING FENCE

EXISTING FENCE

EXISTING UTILITY POLE AND GUY WIRE



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


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.




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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




NOT FORCONSTRUCTION



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 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



ROADR.O.W.66-FT




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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




NOT FORCONSTRUCTION



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


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 50

SCALE IN FEET

100



ROADR.O.W.66-FT




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 4:52 PM


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


CD-1.2117

TYPICAL5 STRAND BARBED WIRE FENCE

30.0-FT

PROPOSED DEEPDISPOSAL WELL

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.


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 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


EXISTING 24" CMPCULVERT


BENCH MARK

BENCH MARK

BACKUP PONDSEE SHEET

C-3.3


CD-1.0110


CD-1.0110


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



ROADR.O.W.66-FT




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 6:15 PM


TBK




NOT FORCONSTRUCTION



Dig Safely.

EXISTING FENCE

EXISTING FENCE

16' x 14' CONCRETEYELLOW CAKE

LOADING DOCKFUTURE


FUTURERESIN TRUCKUNLOADING BAY

BACKUP PONDSEE SHEET C-3.3


FFE = 5169.5

CD-1.0110


CD-1.0110


LAYDOWN AREA1.5 ACRES



CD-1.0111


CD-1.0111


CD-1.0105

TYPICALGRAVEL YARD AREA



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.


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


PROPOSED DOMESTIC WATER WELL

BENCH MARK

BENCH MARK


SEE SHEET C-9.2

CD-1.0110


FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N




NOT FORCONSTRUCTION



Dig Safely.

N

0 50

SCALE IN FEET

100


ROADR.O.W.66-FT

NOTES:

1. VEHICLE PROTECTION BOLLARDS WILL BE LOCATED AND DETAILED AFTER FACILITYUTILITIES AND STORAGE TANKS LOCATIONS HAVE BEEN FINALIZED




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 4:52 PM


TBK

EXISTING FENCE

FUTURE SEPTIC

DRAIN FIELD

PROPOSED SEPTIC

DRAIN FIELD

SEE SHEET C-5.0


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


OFFICEFFE = 5169.5

SHOPFFE = 5169.5

CD-1.0110


CD-1.2117

TYPICAL5 STRAND BARBED WIRE FENCE

59.4-FT

TRUCK ROUTE LEGEND

TRUCK DRIVE PATH (AASHTO WB-67)

LAY DOWN AREA





HCL TANK

CO2 TANK

H2O2 TANK

O2 TANK

PIPE VAULT

GENERATOR PAD

LP TANK

USED OIL TANK

DIESEL TANK


EXISTING OVERHEAD ELECTRIC UTILITY LINE

PARKING AREA

PARKING AREA

200.0-FT

CONCRETEYELLOW CAKE

LOADING DOCK

TRUCK PROFILE (AASHTO WB-67)


BENCH MARK


WEST CULVERT24" DIA. CPEP WITH F.E.S.SEE SHEET C-9.2

CD-1.0111


CD-1.0111


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 100

SCALE IN FEET

200



ROADROW66-FT




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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


HCL TANK

CO2 TANK

H2O2 TANKO2 TANK

PIPE VAULT

GENERATOR PAD



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



FLOW

FLOW

FLOW

FLOW

FLOW

FLOW

FLO

W

LIMITS OFGRAVEL

SURFACING

LIMITS OFGRAVEL

SURFACING

LIMITS OFGRAVEL

SURFACING


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


SEE SHEET C-9.2


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 50

SCALE IN FEET

100




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 3:31 PM


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 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


LIMITS OFGRADING

R100'

CD-2.0.225

TYPICALRIPRAP APRON

CD-2.0225

TYPICALRIPRAP APRON



NOTES:


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 50

SCALE IN FEET

100




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 3:31 PM


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


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



C-4.0E

10%

10%

3%

FLOW


EXISTING FENCE

CD-2.0.225

TYPICALRIPRAP APRON

NOTES:




BENCH MARK

FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N

5160

5160

5165

5160

5165




NOT FORCONSTRUCTION



Dig Safely.

N

0 20

SCALE IN FEET

40




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 3:31 PM


TBK

C-4.0G

C-4.0G

C-4

.0F

C-4

.0F

3H:1

V3H

:1V

3H:1V

LIMITS OFGRADING


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:




4. PIPING TO AND FROM THE POND NOT SHOWN FOR CLARITY

CD-2.0200

TYPICALDIVERSTION V-DITCH

CD-2.0200


BENCH MARK

FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N




NOT FORCONSTRUCTION



Dig Safely.

12'MIN.

127'

62'




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 3:31 PM


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




NOT FORCONSTRUCTION



Dig Safely.




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


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CADD CHECK APP'D

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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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


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


FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N

5165

5155




NOT FORCONSTRUCTION



Dig Safely.

N

0 20

SCALE IN FEET

40




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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


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



SANITARY SEWER1500 GAL. DOSE TANK


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 50

SCALE IN FEET

100




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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:


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



HCL TANK

CO2 TANK

H2O2 TANK

O2 TANKPIPE VAULT

CONCRETEYELLOW CAKE

LOADING DOCK

LP TANKUSED OIL TANK

DIESEL TANK



GENERATOR PAD


SEE SHEET C-9.2



FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N

5165

5145

5155

5160




NOT FORCONSTRUCTION



Dig Safely.

N

0 30

SCALE IN FEET

60




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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




EXISTING FENCE

USED OIL TANK

DIESEL TANK

HCL TANK

CO2 TANK

H2O2 TANK

O2 TANK

PIPE VAULT


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 100

SCALE IN FEET

200




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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



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


HCL TANK

CO2 TANK

H2O2 TANKO2 TANK

PIPE VAULT

GENERATOR PAD



YELLOW CAKE LOADING DOCK


BACKUPPOND




FLOW

FLOW

FLOW

FLOW

FLOW

FLOW

FLO

W

LIMITS OFGRAVEL

SURFACING

LIMITS OFGRAVEL

SURFACING

LIMITS OFGRAVEL

SURFACING



SEE SHEET C-9.2


30' WIDE CATTLE GUARDSEE SHEET CD-1.3

FLOW

FLOW

FLOW

FLO

W

FLOWFLOW

FLO

W

FLOWFLOW

NOTES:



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




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 4:51 PM


TBK




NOT FORCONSTRUCTION



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



CD-2.0229

TYPICAL DETAILFRENCH DRAIN

H2O2 TANK

O2 TANKPIPE VAULT

GENERATOR PAD

SEPTIC SYSTEM TANKSSEE SHEET C-5.0

CD-2.0229


CD-2.0225

TYPICAL DETAILRIPRAP APRON

CD-2.0225


CD-2.0225


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




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 4:51 PM


TBK




NOT FORCONSTRUCTION



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


FLOW

FLOW

FLOW

FLOW

FLOW

MIN. 3' COVERMIN. 3' COVER

EXISTINGDRAINAGE

CENTERLINE

NOTES:


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




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 4:51 PM


TBK




NOT FORCONSTRUCTION



Dig Safely.

LIMITS OFGRADING

℄ EXISTINGGRADE

℄ DITCHINVERT

SCALE IN

FEET

30

30

LIMITS OFGRADING

BACKUP POND


3H:1V3H:1V

3H:1

V3H

:1V

3H:1

V

FLO

W

EXISTINGPROPERTYLIMITS

EXISTINGFENCE

FLO

W

FLOWFLOW

FLOW

NOTES:


CD-2.0200


CD-2.0200


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




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


www.treccorp.com



INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 4:51 PM


TBK




NOT FORCONSTRUCTION



Dig Safely.

LIMITS OFGRADING

℄ EXISTING GRADE℄ DITCH INVERT

SCALE IN

FEET

20

20

LIMITS OFGRAVELSURACE


℄ FINAL GRADE

CD-2.0229


4% 3%

4%3%

3%

3%

1%

1%

4%3%

CD-2.0229


CD-2.0225


NOTES:


2. CONTRACTOR TO SMOOTH TRANSITIONS

2H:1V

2H:1V

FRENCH DRAIN (APPROX. 225 LF)

CD-2.0225


CD-2.0200


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




NOT FORCONSTRUCTION



Dig Safely.

N

0 100

SCALE IN FEET

200






Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

POST-BIDPRE-BID1


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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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


CO2 TANK

H2O2 TANKO2 TANK

PIPE VAULTGENERATOR PAD

YELLOW CAKELOADING DOCK

11.e(2) WASTE STORAGE AREARESIN TRUCKUNLOADING BAY


BACKUPPOND


FFE = 5169.5

LP TANK

USED OIL TANKDIESEL TANK

55.7-FT

OFFICEFFE = 5169.5

SHOPFFE = 5169.5

DEEP DISPOSAL WELL


FRENCH DRAINRIPRAP APRON

RIPRAP APRON

RIPRAP APRON

STORMWATER INTERCEPTOR DITCH

STORMWATER INTERCEPTOR DITCH

PARKING AREA

50.0-FT

STRIPPED TOPSOILSTOCKPILE


30' WIDE CATTLE GUARD


SEE SHEET C-9.2

SECURITY GATE

FRENCH DRAIN

ROADROW66-FT


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


B-3BAR LENGTH


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





Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





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




NOT FORCONSTRUCTION



Dig Safely.

NOTE:

1. REFER TO PROJECT SPECIFICATIONS FOR CHAIN LINK FENCE FABRIC

NOTE:


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


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


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




Butte, MT 59701Tel: (406) 491-0912


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INCH ADJUSTSCALES

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10/2/2012 3:39 PM


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Dig Safely.

NOTE:


NOTE:


NOTE:


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


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


PAINTED SAFETY YELLOW

-140 HEAVY DUTYSTANDARD BOLLARD DETAIL

NTS




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


DRAWING:

CADD CHECK APP'D

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INCH ADJUSTSCALES

ACCORDINGLY

APPROVED BY:





10/2/2012 3:39 PM


TBK




NOT FORCONSTRUCTION



Dig Safely.

FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N




NOT FORCONSTRUCTION



Dig Safely.




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


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INCH ADJUSTSCALES

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10/2/2012 3:39 PM


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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


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


SECTION AT ROAD ℄

SECTION Z-Z

SECTION Y-Y

ELEVATION

PLAN

-170

TYPICALSTEEL PIPE CATTLE GUARD GRID

FEASIBILI

TY LEVEL

NOT FOR CONSTRUCTIO

N




Butte, MT 59701Tel: (406) 491-0912


Casper, WY 82601Tel: (307) 265-0696Fax: (307) 265-2498


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APPROVED BY:





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

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NOT FORCONSTRUCTION



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

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