Attachment_2_Drawings.pdf

PDF 18 MB Posted Jul 16, 2021

Attached to: PRICE ROAD RECONSTRUCTION Federal contract opportunity
Solicitation number: 140L0621R0022
Issued by: Department of the Interior Bureau of Land Management National Office

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for road reconstruction work. The solicitation number is 140L0621R0022 for the Price Road Reconstruction project through the Department of the Interior Bureau of Land Management National Office. An attachment with drawings related to the project is referenced but not included. The opportunity is for reconstruction of Price Road. No further details on required products, response dates, award timing, pricing terms, or other salient information are provided in this document.

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Other files for this federal contract opportunity

Other files attached to PRICE ROAD RECONSTRUCTION, newest first.
File	Type	Posted
Sol_140L0621R0022_Amd_0002.pdf	PDF	Aug 9, 2021
Attachment_8_Pre-Solicitation_Conference_Meeting_Minutes__0001.pdf	PDF	Jul 29, 2021
Attachment_6_Contractor_QAs_0001.pdf	PDF	Jul 29, 2021
Sol_140L0621R0022_Amd_0001.pdf	PDF	Jul 29, 2021
Attachment_7_revised_SF_1442_Cont_Pages_4_-_38_0001.pdf	PDF	Jul 29, 2021
Attachment_4_DOL_Wage_Determiniation.pdf	PDF	Jul 16, 2021
Attachment_5_Pricing_Worksheet.pdf	PDF	Jul 16, 2021
Attachment_1_Specifications.pdf	PDF	Jul 16, 2021
Attachment_3_Geotechnical_Report.pdf	PDF	Jul 16, 2021
Sol_140L0621R0022.pdf	PDF	Jul 16, 2021

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CP 2

CP 3

CP 4

CP 1

TRAPPER RD

HIGHWAY

NORTH

PLATTE

RIVER

PROPOSED

PRICE ROAD

EXISTING

PRICE ROAD

CP 5

CP 6

CP 7

C O

N T

R O

I A

G R

A M

N D

O N

S T

R U

C T

I O

O T

E S

500 0 500 1000

SCALE FEET

LEGEND

NEW GRAVEL

ACCEPTABLE TURN AROUND ROUTE

(STAY WITHIN WORK ZONE LIMITS)

ACCEPTABLE TURN AROUND ROUTE

(STAY ON EXISTING ROAD)

WORK ZONE LIMITS

EXISTING BARBWIRE FENCE

NEW BARBWIRE FENCE

CONSTRUCTION LIMITS

DITCH FLOWLINE

1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS.

2. ALL CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST REVISION OF THE BUREAU OF LAND MANAGEMENT AND THE

WYOMING DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

3. THE LOCATION OF THE EXISTING UTILITIES AND PIPELINES HAVE BEEN SHOWN ON THE DRAWINGS BASED ON THE LOCATIONS PROVIDED BY THE

OWNERS OF THE UTILITIES AND PIPELINES. THE EXACT LOCATION OF THESE FACILITIES MAY NOT BE SHOWN ACCURATELY ON THE DRAWINGS. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE UTILITYAND/OR PIPELINE COMPANIES IN THE AREA OF THE PLANNED WORK AND

SECURE EXACT LOCATIONS FOR THE FACILITIES. THE CONTRACTOR SHALL REQUEST THE OWNER OF THE UTILITY TO PROVIDE THE NATURE, LOCATION AND ELEVATION OF THE UTILITY AT WHATEVER INTERVAL IS NECESSARY FOR THE WORK. CALL WYOMING ONE-- CALL (1--800--348--1030)

AND CALL BEFORE YOU DIG OF WYOMING (1--800--849--2476) TO LOCATE THE UTILITIES. ONCE FOUND, THE UTILITY SHALL BE TIED BOTH

HORIZONTALLY AND VERTICALLY BY COORDINATES TO A DATUM DETERMINED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SHOW

THE NATURE, LOCATION, AND ELEVATION ON THE CONTRACTOR REDLINES/RECORD DRAWINGS AND PROVED A COPY OF THE INFORMATION TO

THE OWNER. NO TRENCHING OR EXCAVATION OPERATIONS SHALL TAKE PLACE UNTIL ALL UTILITIES HAVE BEEN CONTACTED AND LOCATIONS AND

ELEVATIONS OF THE UTILITIES CONFIRMED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR RELOCATING ANY GAS LINE, TELEPHONE LINE, ELECTRIC, CABLE TELEVISION LINES, OR ANY OTHER UTILITY.

5. ALL CONSTRUCTION AND OPERATIONS SHALL BE CONFINED TO THE CONSTRUCTION LIMITS ON THE PLANS. LIMITS OF CONSTRUCTION MUST BE

STAKED PRIOR TO BRINGING ANY EQUIPMENT ONSITE WITH HIGH VISIBILITY PAINTED LATHE AT A MAXIMUM SPACING OF MARKINGS OF 200 FT OR

5 FT IN VERTICAL CHANGE AND AT HORIZONTAL CHANGES.

6. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PROPERTY TO PRE-CONSTRUCTION CONDITION UNLESS SPECIFIED IN THE CONTRACT

DOCUMENTS, THE PLAN SHEETS, OR DIRECTED BY THE CONTRACTING OFFICER.

7. TOPSOIL SHALL BE STRIPPED TO FULL DEPTH FROM AREAS REQUIRING GRADING AND STOCKPILED FOR REPLACEMENT ONCE THE CONSTRUCTION

ACTIVITY HAS BEEN COMPLETED. TOPSOIL SHALL BE STOCKPILED AT A LOCATION(S) WHERE IT CAN BE EASILY ACCESSED AND WHERE IT DOES

NOT INHIBIT PERFORMANCE OF PROPOSED PROJECT WORK. STRIPPING SHALL BE PHASED TO MINIMIZE DISTURBED AREAS. CONTRACTOR SHALL

REMOVE ALL VEGETATION NECESSARY WITHIN THE PROPERTY BOUNDARY TO COMPLETE THE PROPOSED GRADING ACTIVITIES. ALL REFUSE

MATERIAL SHALL BE HAULED OFF-SITE AND DISPOSED OF IN AN ACCEPTABLE MANNER FOLLOWING NATIONAL AND STATE REGULATIONS.

8. ALL WASTE AND UNUSED MATERIALS SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO BE CARRIED OFF BY WIND.

9. ALL TRAFFIC CONTROL AND SIGNING SHALL BE IN ACCORDANCE WITH MUTCD STANDARDS AND AS IDENTIFIED IN THE CONTRACT DOCUMENTS.

9.1. THE CONTRACTOR SHALL ENSURE THAT PRICE ROAD IS CLOSED TO THE PUBLIC DURING ALL CONSTRUCTION ACTIVITIES.

10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY RESIDENTS, POSTMASTER, SOLID WASTE COLLECTION AGENCIES, EMERGENCY

VEHICLES (POLICE, FIRE, AND, AMBULANCE), CONTRACTING OFFICER, AND OWNER AT LEAST SEVENTY-- TWO (72) HOURS IN ADVANCE OF ANY

ACCESS RESTRICTIONS OR DETOURS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY ACCESS IF DEEMED

NECESSARY BY THE CONTRACTING OFFICER.

11. STORM WATER POLLUTION PREVENTION PLAN (SWPPP): IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NEED FOR, AND IF

REQUIRED, SUBMIT A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER WYOMING DEQ CONSTRUCTION GENERAL PERMIT FOR STORMWATER

DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE APPLICATION FOR CONSTRUCTION ACTIVITY SHALL BE SUBMITTED TO THE

DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. IF REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING

A SWPPP FOR THE CONSTRUCTION SITE.

11.1. THE SITE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL ELEMENTS AND BEST MANAGEMENT PRACTICES (BMP'S) IN

ACCORDANCE WITH THE APPROVED SWPPP AND THESE PLANS.

12. ANY SURVEY MONUMENT, PUBLIC OR PRIVATE, (REBAR, ALUMINUM CAP, BRASS CAP, IRON PIPE, ETC.) LOCATED IN OR NEAR THE CONSTRUCTION

AREA SHALL NOT BE DISTURBED. ANY AND ALL COSTS ASSOCIATED WITH THE REPLACEMENT OR RESTORATION SHALL BE ENTIRELY THE

RESPONSIBILITY OF THE CONTRACTOR, REGARDLESS OF WHETHER OR NOT THE MONUMENT IS LOCATED IN AN EASEMENT.

13. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS OF CONSTRUCTION SAFETY. THE CONTRACTOR AND HIS SUBCONTRACTOR

SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO OSHA REGULATIONS. IT SHALL NOT BE THE

RESPONSIBILITY OF THE OWNER, CONTRACTING OFFICER, OR THEIR REPRESENTATIVES TO DETERMINE IF THE CONTRACTOR, SUBCONTRACTOR, OR THEIR REPRESENTATIVES ARE IN COMPLIANCE WITH THE APPROPRIATE REGULATIONS. THE CONTRACTOR SHALL INDEMNIFY AND HOLD

HARMLESS THE OWNER, CONTRACTING OFFICER, AND THEIR REPRESENTATIVES FROM ALLEGATIONS, DAMAGES, AND CLAIMS ASSERTING

VIOLATIONS OF THESE REGULATIONS.

14. HAUL ROUTES AND HEAVY VEHICLE TRAFFIC SHALL BE SPREAD OUT ACROSS THE SITE AS MUCH AS POSSIBLE, WHILE REMAINING WITHIN THE

ESTABLISHED WORK ZONE LIMITS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REGULATE LOADED EQUIPMENT AXLE WEIGHT TO HELP PREVENT

"FAILED" SUBGRADE.

15. TRAPPER ROAD SHALL NOT BE USED AS A HAUL ROUTE OR TRANSPORTING EQUIPMENT DURING CONSTRUCTION ACTIVITIES. TRAPPER ROAD TO

ONLY BE USED FOR MOBILIZATION AND DEMOBILZATION TO THE SITE FOR EQUIPMENT.

16. MECHANICAL EQUIPMENT NOT ALLOWED OUTSIDE OF WORK ZONE LIMITS. ANY DAMAGED WORK ZONE LIMITS STAKES MUST BE RESTAKED BY END

OF DAY DAMAGE OCCURRED.

EXISTING PRICE ROAD

REHABILITATION AREA 3

EXISTING PRICE ROAD

REHABILITATION AREA 1

AREA 2 REHABILITATION IS

WITHIN CONSTRUCTION

LIMITS AND TO BE RESTORED

PER PLANS

ABBREVIATIONS

BLM BUREAU OF LAND MANAGEMENT

SWPPP STORM WATER POLLUTION PREVENTION PLAN

BMP BEST MANAGEMENT PRACTICES

FETS FLARED END TERMINAL SECTION

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MARK

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APPROVED

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DATE

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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PRICE ROAD 2021

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NATRONA COUNTY

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WYOMING

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L16PD00898

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KLJ

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DJR

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KJH

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DJR/AH

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CONTROL ABSTRACT

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POINT NAME/NUMBER

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POINT ELEVATION

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N OR Y COORDINATE

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E OR X COORDINATE

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LOCATION AND DESCRIPTION

AutoCAD SHX Text 5290.241

AutoCAD SHX Text 50000.00

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CP 1

AutoCAD SHX Text 40FT SOUTH OF THE CATTLE GUARD LOCATED ON PRICE ROAD NEAR THE NORTH INTERSECTION OF TRAPPER ROAD AND PRICE ROAD. 1.5" ALUMINUM CAP ON #4 REBAR.

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CP 2

AutoCAD SHX Text 5353.004

AutoCAD SHX Text 45022.70

AutoCAD SHX Text 48825.71

AutoCAD SHX Text 25FT WEST OF TRAPPER ROAD AT THE SOUTH INTERSECTION OF TRAPPER ROAD AND PRICE ROAD. 2" ALUMINUM CAP ON #4 REBAR.

AutoCAD SHX Text 5265.891

AutoCAD SHX Text 45657.52

AutoCAD SHX Text 51935.74

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CP 3

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EAST OF PRICE ROAD. 120FT EAST AND 85FT NORTH OF THE LARGE TREE. #5 REBAR.

AutoCAD SHX Text 5262.899

AutoCAD SHX Text 51184.99

AutoCAD SHX Text 50884.36

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CP 4

AutoCAD SHX Text NORTH OF PRICE ROAD. 52FT NORTH OF THE NORTHERN MOST POINT OF PRICE ROAD. #5 REBAR.

AutoCAD SHX Text 5297.488

AutoCAD SHX Text 45382.92

AutoCAD SHX Text 50618.99

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CP 5

AutoCAD SHX Text 140FT SOUTH OF PRICE ROAD AND 60FT WEST OF THE GRAVEL PULL OFF FOR FISHING ACCESS. 1.5" ALUMINUM CAP ON #5 REBAR

AutoCAD SHX Text 5267.118

AutoCAD SHX Text 46427.26

AutoCAD SHX Text 52310.60

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CP 6

AutoCAD SHX Text 5278.610

AutoCAD SHX Text 48108.14

AutoCAD SHX Text 51734.84

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CP 7

AutoCAD SHX Text 30FT SOUTH OF PULL OFF ALONG PRICE ROAD AND 12FT EAST OF PRICE ROAD. 1.5" ALUMINUM CAP ON #5 REBAR

AutoCAD SHX Text 115FT SOUTH OF PULL OFF ALONG PRICE ROAD AND 36FT EAST OF PRICE ROAD. 1.5" ALUMINUM CAP ON #5 REBAR

BORE

HOLE

TPB-1

BORE

HOLE

TP-1

BORE

HOLE

TP-2

BORE

HOLE

TP-3

BORE

HOLE

TPB-3

BORE

HOLE

TP-4

TRAPPER RD

PRICE ROAD

EXISTING

PRICE ROAD

HIGHWAY 220

NORTH PLATTE RIVER

BORE

HOLE

TPB-2

PARKING

AREA

TURN AROUND AND

STAGING AREA

TURN AROUND

TURN AROUND AND

STAGING AREA

TURN AROUND

250 0 250 500

SCALE FEET

O V

E R

A L

I T

L A

PRICE ROAD CENTERLINE COORDINATES

POINT

NAME STATION NORTHING EASTING POINT

NAME STATION NORTHING EASTING

BP 0+00.00 45014.42 48860.86 PC 7 48+81.72 47656.30 51712.13

PC 1 3+21.33 45014.47 49182.19 PRC 7 50+86.91 47823.36 51598.11

PT 1 8+10.74 45131.92 49652.28 PT 7 54+08.67 48105.33 51467.99

PC 2 20+53.22 45716.16 50748.82 PC 8 75+05.79 50201.68 51525.27

PT 2 22+58.60 45858.96 50892.32 PT 8 78+14.05 50474.97 51405.50

PC 3 23+27.57 45919.67 50925.05 PC 9 79+85.00 50587.36 51276.68

PT 3 25+54.50 46072.01 51087.87 PT 9 82+46.05 50791.29 51116.13

PC 4 31+95.93 46338.22 51671.45 PC 10 84+31.99 50956.18 51030.19

PT 4 33+38.72 46388.02 51805.15 PT 10 87+92.92 50955.18 50737.04

PC 5 34+08.73 46407.71 51872.34 PC 11 95+63.47 50269.48 50385.52

PT 5 41+44.39 46998.59 52013.61 PT 11 100+30.59 50052.96 50001.31

PC 6 42+36.27 47061.52 51946.66 EP 101+73.00 50063.02 49859.25

PT 6 44+14.96 47211.18 51852.62

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APPROVED BY:

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MARK

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APPROVED

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DATE

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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PRICE ROAD 2021

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NATRONA COUNTY

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WYOMING

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L16PD00898

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KLJ

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DJR

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KJH

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DJR/AH

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AutoCAD SHX Text K:\PROJECTS\FEDERAL\BLM\2001_01309_PRICEROADREDESIGN\DRAWINGS\PLAN SET\CONTROL.DWG

BORE HOLE TPB-1

PRICE ROAD

BORE HOLE TPB-2

C P

EXISTING PRICE ROAD REHABILITATION AREA 1, TYP.

(SEE NOTE 2)

WORK ZONE LIMITS, TYP.

(SEE NOTE 1)

CONSTRUCTION LIMITS, TYP.

(SEE NOTE 4)

BORROW AREA

T R

A P

P E

O A

GRAVEL CHECK DAM, TYP.

SEE DETAIL 2/30

SILT FENCE ALONG RIGHT

WORK ZONE LIMITS,

SEE DETAIL 1/30

EXISTING PRICE ROAD REHABILITATION AREA 2, TYP.

(SEE NOTE 3)

GRAVEL

TURNAROUND AND

PARKING AREA

EXISTING PRICE ROAD REHABILITATION AREA 3, TYP.

(SEE NOTE 4)

STA. 19+05, 475'RT NEW

BOLLARDS SPACED @ 4' O.C.

(TYP. 15) SEE DETAIL 1/29

C P

WORK ZONE COORDINATE TABLE

POINT #

NORTHING

45128.28

44876.27

45072.98

45127.05

45322.26

45409.25

45364.20

45681.90

45426.51

45155.27

EASTING

48869.87

48870.19

49207.54

49155.07

49332.04

49455.56

49866.30

49903.93

50584.05

50609.83

50752.04

WORK ZONE COORDINATE TABLE

POINT #

NORTHING

45225.45

45569.23

45797.21

45860.23

45924.35

45905.14

45722.19

45735.42

45778.16

45855.05

45894.11

EASTING

50899.03

50719.16

50773.91

50714.49

50770.56

50794.18

50974.39

51103.11

51119.86

50995.73

100 0 100 200

SCALE FEET

E N

L A

R G

I T

L A

NOTES:

1. WORK ZONE LIMITS SHALL BE STAKED PRIOR TO THE ARRIVAL

OF ANY EQUIPMENT OR STARTING OF ANY WORK. ALL WORK,

EQUIPMENT, AND PERSONNEL MUST REMAIN WITHIN THE WORK

ZONE LIMITS.

2. SCARIFY AND APPLY 6" OF SALVAGED TOPSOIL, SEEDING, AND

MULCH TO EXISTING PRICE ROAD REHABILITATION AREA 1,

WHICH INCLUDES THE EXISTING PRICE ROAD OUTSIDE OF THE

PROPOSED CONSTRUCTION LIMITS BUT WITHIN THE STAKED

WORK ZONE LIMITS.

3. SCARIFY EXISTING PRICE ROAD REHABILITATION AREA 2, WHICH

INCLUDES THE EXISTING PRICE ROAD WITHIN THE PROPOSED

CONSTRUCTION LIMITS.

4. HAND SEED REHABILITATION AREA 3, WHICH INCLUDES THE

EXISTING PRICE ROAD OUTSIDE OF THE WORK ZONE LIMITS.

HAND SEEDING AREAS ARE TO HAVE NO EQUIPMENT TOUCHING

THE GROUND, ONLY HAND BROADCASTING ALLOWED.

5. CONSTRUCTION LIMITS REFER TO THE SLOPE STAKE LIMITS OF

THE PROPOSED PRICE ROAD.

6. CONTRACTOR SHALL REHABILITATE TURN AROUND ROUTES

AND STAGING AREAS, IF USED, IN ACCORDANCE WITH NOTE 2.

7. AREAS OF DISTURBANCE SHALL BE REGRADED TO PROVIDE FOR

POSITIVE DRAINAGE.

8. RECLAIMED ZONES ARE TO BE LIMITED TO AREAS WITHIN THE

CONSTRUCTION LIMITS. ANY WORK OUTSIDE OF THE

CONSTRUCTION LIMITS AND WITHIN THE WORK ZONE LIMITS ARE

INCIDENTAL TO RECLAMATION AND ARE THE RESPONSIBILITY OF

THE CONTRACTOR.

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MARK

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APPROVED

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DATE

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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PRICE ROAD 2021

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NATRONA COUNTY

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WYOMING

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L16PD00898

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KLJ

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DJR

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KJH

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DJR/AH

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AutoCAD SHX Text K:\PROJECTS\FEDERAL\BLM\2001_01309_PRICEROADREDESIGN\DRAWINGS\PLAN SET\ENLARGED SITE PLAN.DWG

BORE HOLE TP-1

BORE HOLE TP-2

BORE HOLE TP-3

PRICE ROAD

EXISTING PRICE ROAD

REHABILITATION AREA 1, TYP.

(SEE NOTE 2)

WORK ZONE LIMITS, TYP.

(SEE NOTE 1)

CONSTRUCTION LIMITS, TYP.

(SEE NOTE 4)

ALLOWABLE STAGING AREA

ALLOWABLE TURN

AROUND ROUTE (STAY

ON EXISTING ROAD). SEE

NOTE 5.

ALLOWABLE TURN AROUND

ROUTE (STAY WITHIN WORK

ZONE LIMITS). SEE NOTE 5.

STA. 22+25 RT.

CULVERT RIPRAP APRON,

SEE DETAIL 3/30

STA. 45+25 RT.

CULVERT RIPRAP APRON,

SEE DETAIL 3/30

STA. 41+25 RT.

CULVERT RIPRAP APRON,

SEE DETAIL 3/30

STA. 45+00 DITCH BLOCK LT,

SEE DETAIL 4/30

CP 3

STA. 42+80, 26'RT NEW

BOLLARDS SPACED @ 4' O.C.

(TYP. 6) SEE DETAIL 1/29

STA. 43+40 GRAVEL PARKING

PULLOUT. BOLLARDS

SPACED @ 4' O.C. (TYP. 23)

SEE DETAIL 1/29

STA. 21+90 LT.

RIPRAP APRON,

SEE DETAIL 3/30

STA. 48+85, 64'RT NEW

BOLLARDS SPACED @ 4' O.C.

(TYP. 3) SEE DETAIL 1/29

STA. 35+95, 43'RT NEW

BOLLARDS SPACED @ 4' O.C.

(TYP. 3) SEE DETAIL 1/29

STA. 40+50, 43'RT NEW

BOLLARDS SPACED @ 4' O.C.

(TYP. 3) SEE DETAIL 1/29

EXISTING PRICE ROAD

REHABILITATION AREA 3, TYP.

(SEE NOTE 4)

SILT FENCE ALONG RIGHT

WORK ZONE LIMITS, SEE

DETAIL 1/30

GRAVEL CHECK DAM, TYP.

SEE DETAIL 2/30

CP 6

WORK ZONE COORDINATE TABLE

POINT #

NORTHING

46162.99

46226.72

46314.26

46070.38

45998.69

46165.92

46498.96

46506.79

46380.64

46323.50

46498.21

EASTING

51046.37

51186.37

51153.12

51316.77

51410.03

51534.70

51565.38

51701.89

52082.82

52318.18

52362.48

WORK ZONE COORDINATE TABLE

POINT #

NORTHING

46667.16

46878.91

47046.25

47180.23

47302.92

47219.13

46947.41

47181.08

47686.40

47675.69

47742.73

EASTING

52381.36

52345.24

52295.53

52211.18

52090.93

51954.98

51923.48

51757.26

51807.50

51758.18

51580.18

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R G

L A

100 0 100 200

SCALE FEET

NOTES:

1. WORK ZONE LIMITS SHALL BE STAKED PRIOR TO THE ARRIVAL OF ANY EQUIPMENT OR

STARTING OF ANY WORK. ALL WORK, EQUIPMENT, AND PERSONNEL MUST REMAIN WITHIN

THE WORK ZONE LIMITS.

2. SCARIFY AND APPLY 6" OF SALVAGED TOPSOIL, SEEDING, AND MULCH TO EXISTING PRICE

ROAD REHABILITATION AREA 1, WHICH INCLUDES THE EXISTING PRICE ROAD OUTSIDE OF

THE PROPOSED CONSTRUCTION LIMITS BUT WITHIN THE STAKED WORK ZONES.

3. SCARIFY EXISTING PRICE ROAD REHABILITATION AREA 2, WHICH INCLUDES THE EXISTING

PRICE ROAD WITHIN THE PROPOSED CONSTRUCTION LIMITS.

4. HAND SEED REHABILITATION AREA 3, WHICH INCLUDES THE EXISTING PRICE ROAD OUTSIDE

OF THE WORK ZONE LIMITS. HAND SEEDING AREAS ARE TO HAVE NO EQUIPMENT TOUCHING

THE GROUND. ONLY HAND BROADCASTING ALLOWED.

5. CONSTRUCTION LIMITS REFER TO THE SLOPE STAKE LIMITS OF THE PROPOSED PRICE

ROAD.

6. CONTRACTOR SHALL REHABILITATE TURN AROUND ROUTES AND STAGING AREAS, IF USED,

IN ACCORDANCE WITH NOTE 2.

7. AREAS OF DISTURBANCE SHALL BE REGRADED TO PROVIDE FOR POSITIVE DRAINAGE.

8. RECLAIMED ZONES ARE TO BE LIMITED TO AREAS WITHIN THE CONSTRUCTION LIMITS. ANY

WORK OUTSIDE OF THE CONSTRUCTION LIMITS AND WITHIN THE WORK ZONE LIMITS ARE

INCIDENTAL TO RECLAMATION AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.

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MARK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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PRICE ROAD 2021

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NATRONA COUNTY

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WYOMING

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AutoCAD SHX Text K:\PROJECTS\FEDERAL\BLM\2001_01309_PRICEROADREDESIGN\DRAWINGS\PLAN SET\ENLARGED SITE PLAN.DWG

BORE HOLE TPB-3

BORE HOLE TP-4

PRICE ROAD

WORK ZONE LIMITS, TYP.

(SEE NOTE 1)

CONSTRUCTION LIMITS, TYP.

(SEE NOTE 4)

80+00

85+00

GRAVEL CHECK DAM, TYP.

SEE DETAIL 2/30

CP 4

CP 1

STA. 86+00 RT.

RIPRAP APRON,

SEE DETAIL 3/30

ALLOWABLE TURN

AROUND ROUTE (STAY

ON EXISTING ROAD)

STA. 81+55, 37'LT NEW BOLLARDS SPACED

@ 4' O.C. (TYP. 3) SEE DETAIL 1/29

STA. 77+25, 48'RT NEW BOLLARDS SPACED

@ 4' O.C. (TYP. 3) SEE DETAIL 1/29

STA. 82+00 GRAVEL PARKING

PULLOUT. BOLLARDS

SPACED @ 4' O.C. (TYP. 23)

SEE DETAIL 1/29

STA. 75+50 RT.

CULVERT RIPRAP APRON,

SEE DETAIL 3/30

STA. 73+00 DITCH BLOCK LT.

SEE DETAIL 4/30

SILT FENCE ALONG RIGHT

WORK ZONE LIMITS, SEE

DETAIL 1/30

CP 7

ALLOWABLE STAGING AREA

ALLOWABLE TURN AROUND

ROUTE (STAY WITHIN WORK

ZONE LIMITS). SEE NOTE 5.

ALLOWABLE TURN AROUND

ROUTE (STAY WITHIN WORK

ZONE LIMITS). SEE NOTE 5.

WORK ZONE COORDINATE TABLE

POINT #

NORTHING

47937.73

48108.07

48102.61

50192.82

50300.10

50427.06

50472.64

50330.82

50625.35

50986.50

50992.36

EASTING

51396.53

51368.03

51567.96

51611.43

51574.45

51499.29

51527.21

51425.31

51130.03

50886.78

51126.03

WORK ZONE COORDINATE TABLE

POINT #

NORTHING

51217.90

51058.69

50429.97

50185.96

49899.68

49703.81

49934.33

50151.67

49952.38

50142.86

EASTING

50847.88

50684.79

50314.30

50400.37

50540.51

49998.95

50016.26

50023.48

49833.70

49894.33

E N

L A

R G

L A

100 0 100 200

SCALE FEET

NOTES:

1. WORK ZONE LIMITS SHALL BE STAKED PRIOR TO THE ARRIVAL OF ANY EQUIPMENT OR

STARTING OF ANY WORK. ALL WORK, EQUIPMENT, AND PERSONNEL MUST REMAIN WITHIN

THE WORK ZONE LIMITS.

2. SCARIFY AND APPLY 6" OF SALVAGED TOPSOIL, SEEDING, AND MULCH TO EXISTING PRICE

ROAD REHABILITATION AREA 1, WHICH INCLUDES THE EXISTING PRICE ROAD OUTSIDE OF

THE PROPOSED CONSTRUCTION LIMITS BUT WITHIN THE STAKED WORK ZONES.

3. SCARIFY EXISTING PRICE ROAD REHABILITATION AREA 2, WHICH INCLUDES THE EXISTING

PRICE ROAD WITHIN THE PROPOSED CONSTRUCTION LIMITS.

4. HAND SEED REHABILITATION AREA 3, WHICH INCLUDES THE EXISTING PRICE ROAD OUTSIDE

OF THE WORK ZONE LIMITS. HAND SEEDING AREAS ARE TO HAVE NO EQUIPMENT TOUCHING

THE GROUND. ONLY HAND BROADCASTING ALLOWED.

5. CONSTRUCTION LIMITS REFER TO THE SLOPE STAKE LIMITS OF THE PROPOSED PRICE

ROAD.

6. CONTRACTOR SHALL REHABILITATE TURN AROUND ROUTES AND STAGING AREAS, IF USED,

IN ACCORDANCE WITH NOTE 2.

7. AREAS OF DISTURBANCE SHALL BE REGRADED TO PROVIDE FOR POSITIVE DRAINAGE.

8. RECLAIMED ZONES ARE TO BE LIMITED TO AREAS WITHIN THE CONSTRUCTION LIMITS. ANY

WORK OUTSIDE OF THE CONSTRUCTION LIMITS AND WITHIN THE WORK ZONE LIMITS ARE

INCIDENTAL TO RECLAMATION AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.

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AutoCAD SHX Text K:\PROJECTS\FEDERAL\BLM\2001_01309_PRICEROADREDESIGN\DRAWINGS\PLAN SET\ENLARGED SITE PLAN.DWG

MASS DIAGRAM

G R

A M

NOTES:

1) EARTHWORK WAS ANALYZED USING A FILL FACTOR OF 1.18 TO ESTIMATE SHRINK/SWELL OF SOILS. CONTRACTOR MAY ADJUST THE

BORROW AREA CUT/FILL TO ACCOUNT FOR ACTUAL SHRINK/SWELL OF SOILS. ALL WORK MUST REMAIN WITHIN THE WORK ZONE LIMITS.

2) MASS DIAGRAM INCLUDES VOLUME OF TOPSOIL.

STATION 0+09.50

BEGIN PROJECT

STATION 101+60.18

END PROJECT

EXCAVATION 20,817 YD³

EMBANKMENT 17,642 YD³

SCALE:

HORIZONTAL - 1:1000

VERTICAL - 1:2000

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AutoCAD SHX Text K:\PROJECTS\FEDERAL\BLM\2001_01309_PRICEROADREDESIGN\DRAWINGS\PLAN SET\CONTROL.DWG

9" CRUSHED AGG. BASE

COURSE

VARIES

EXISTING GROUND

I E

FINISHED GRADE

10.00'

TRAVEL LANE

10.00'

TRAVEL LANE

20.00'

ROADWAY

1.0'VARIES

CUT DEPTH

AT SLOPE STAKE

FILL HEIGHT

AT SLOPE STAKE

TYPICAL SECTION

SIGN PANEL

GAIN

4" DIA. WOOD

POLE

2"X4"X12"

CLEAT

4" MIN.

" DIA. HEX HEAD BOLT,

PLATE WASHER,

LOCKWASHER AND NUT

2"X4"X12"

CLEAT

FOUNDATION

WOOD POLE

M I N

" CHAMFER

4" MIN.

GAIN

10'

EDGE OF SURFACING

3.0'

EMBEDMENT

SIGN MOUNTING

END PANEL - TYPE II

" MACHINE BOLT

W/LOCKING NUT

ELEVATION

PLAN VIEW

GATE POST

BRACE POST

CLOSED POSITION

FENCE

OPEN POSITION

9-GAUGE SMOOTH WIRE

LOOP, STAPLE TO

BRACE POST

GATE

"X1" METAL STRAP

6" MAX.

6'-6" MIN. 6'-6" MIN.

" DIA. WOOD POST

(TYP. ALL PANEL

POSTS)

4 STRAND BARB WIRE

FENCE, SPACING TO

MATCH EXISTING

DOUBLE WIRE

BRACING, TWISTED

4" DIA. BRACING

(TYP.)

SPIKE BRACING

INTO POST (TYP.)

BARBWIRE FENCE DETAILS

MECHANICAL GATE CLOSER

WIRE GATE - TYPE A

PANEL POST SPACING 16'-6" O.C.

MECHANICAL GATE

CLOSER, SEE DETAIL

4-3" DIA. WOOD STAYS

EVENLY SPACED

9-GAUGE SMOOTH

WIRE LOOP, STAPLE

TO BRACE POST

M I N

SEPARATION/STABILIZATION

GEOTEXTILE

EXISTING GROUND

6 EXCAVATE AS NEEDED

DEPTH = D/4 + 3" + T

2 3"

EXCAVATION FOR BEDDING

1'-0" MIN.

SIDE FILL 3

EXISTING GROUND

CULVERT BEDDING AND BACKFILL DETAIL

0.5D

LOOSE BEDDING MATERIAL

COMPACTED BEDDING MATERIAL

2'-0"

MIN.

2D MIN.

12'-0" MAX.

PIPE BEDDING END DETAIL

BEDDING MATERIAL

10'-0"

UNDISTURBED MATERIAL

F.L. CULVERT

PIPE BEDDING NOTES:

DO NOT EXTEND BEDDING MATERIAL TO THE END OF THE PIPE. LEAVE 10' OF UNDISTURBED MATERIAL AT EACH END UNLESS OTHERWISE

NOTED IN PLANS. SEE PIPE END BEDDING DETAIL.

PLACE LOOSE BEDDING MATERIAL UNIFORMLY IN THE BOTTOM OF THE TRENCH AND SHAPE TO FIT BOTTOM OF PIPE. THE MINIMUM

THICKNESS BEFORE PLACING PIPE IS 3". AFTER LAYING CULVERT, COMPACT BEDDING MATERIAL AT HAUNCHES AND SIDES OF PIPE.

COMPACT AND PLACE SIDE FILL PER SPECIFICATION 02722.

FURNISH BEDDING MATERIAL PER SECTION 02722.

DIMENSIONS D, S AND R ARE INSIDE PIPE DIAMETER, SPAN AND RISE. DIMENSION T IS THE CULVERT SHELL THICKNESS FOR CONCRETE.

EXCAVATE A SUFFICIENT AMOUNT TO PROVIDE A SAFE WORKING ENVIRONMENT AND TO ALLOW ACHIEVEMENT OF ALL CULVERT

INSTALLATION AND COMPACTION REQUIREMENTS. SLOPE, BENCH OR PROVIDE SHORING FOR ALL EXCAVATIONS IN ACCORDANCE WITH

THE U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEALTH REGULATIONS

FOR CONSTRUCTION.

BUILD BERM WITH FILL MATERIAL AS NEEDED TO CONTAIN THE BEDDING MATERIAL TO THE PROPER DEPTH.

SEPARATION/STABILIZATION

GEOTEXTILE

SEPARATION/STABILIZATION

GEOTEXTILE

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SEPARATION/STABILIZATION

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GEOTEXTILE

SEPARATION/STABILIZATION

GEOTEXTILE

6" OF SALVAGED TOPSOIL,

SEEDING, & MULCH

BOX CULVERT BACKFILL DETAIL

10.00' (SPAN)

I S

3.00'

COMPACT SUBGRADE TO

95% OF MAX. DRY DENSITY

6" CRUSHED AGG. BASE COURSE

NATIVE MATERIAL COMPACTED IN 8"

LAYERS TO 95% OF MAX. DRY DENSITY

12"

SMOOTH WIRE ON

BOTTOM ROW

D E

T A

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K:\PROJECTS\FEDERAL\BLM\2001_01309_PRICEROADREDESIGN\DRAWINGS\PLAN SET\DETAILS.DWG

WOOD BOLLARD DETAIL

6" SQUARE

DOUGLAS FIR OR

WESTERN RED

CEDAR POST, SEE

NOTES

GROUND SURFACE

NOTES:

1. WOOD POST MATERIALS AND

INSTALLATION SHALL BE SIMILAR

TO SPECIFICATION SECTION 02834.

2. WOOD TREATMENT REQUIRED

FOR DOUGLAS FIR BUT NOT

WESTERN RED CEDAR

BOX CULVERT

FRONT ELEVATION

SIDE ELEVATION

SECTION A-A

CONCRETE EDGE

PROTECTION

CULVERT CONCRETE EDGE PROTECTION

RIPRAP AS

SPECIFIED

6"X6"XW2.9 WIRE MESH

#4 BARS

4'-0"

6" X 2'-0" DEPTH

4' O.C. SPACING (TYP.)

10.00'

4" TOPSOIL WITH

SEED

4" TOPSOIL WITH SEED

EXISTING GROUND

V A

R I E

CHANNEL CROSS SECTION DETAIL

1" DIA HOLE, TYP.

9" CRUSHED AGG. BASE

COURSE

VARIES

EXISTING GROUND

FINISHED GRADE

10.00'

TRAVEL LANE

10.00'

TRAVEL LANE

20.00'

ROADWAY

FILL HEIGHT

AT SLOPE STAKE

TYPICAL SECTION

SEPARATION/STABILIZATION

GEOTEXTILE

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GEOTEXTILE

6" OF SALVAGED TOPSOIL,

SEEDING, & MULCH

9" CRUSHED AGG. BASE

COURSE

VARIES

EXISTING GROUND

FINISHED GRADE

20.00'

ROADWAY

FILL HEIGHT

AT SLOPE STAKE

TYPICAL SECTION

SEPARATION/STABILIZATION

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SEEDING, & MULCH

D E

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48" MIN. FENCE

POSTS DRIVEN

18" MIN. INTO

GROUND

' M

A X

., 4 ' M

A X

I N

STAKE A

FABRIC A

FABRIC B

STAKE B

FENCE POSTS

48" MIN. FENCE POST *

UNDISTURBED

GROUND

TRENCH WILL BE LINED WITH

FILTER FABRIC AND BACKFILLED

WITH EXCAVATED MATERIAL.

F L O

A X

I N

STORM WATER

INFILTRATION

TOE OF SLOPE

SLOPE

SILT FENCE

END STAKE

SANDBAG BARRIERS

USED TO PREVENT

STORM WATER FROM

MOVING LATERALLY

ALONG SILT FENCE

STORM WATER

PONDING AREA

MAX. REACH = 500'

LOWERED CENTER

SPILLWAY

L O

I N

INSTALL TEMPORARY 8" FIBER

ROLL ON INSLOPE ABOVE THE

END OF EACH CULVERT.

SEE NOTE 1.

A R

I E

L E

MINIMUM 6" FABRIC

ENTRENCHMENT

PERIMETER SILT FENCE

GRAVEL CHECK DAM

NOTES:

1. CONSTRUCT CHECK DAMS AT A DISTANCE THAT WILL ALLOW SMALL

POOLS TO BE FORMED BEHIND EACH DAM.

2. PLACE ROCK BY HAND OR BY MECHANICAL METHOD TO ACHIEVE

COMPLETE DITCH OR SWALE COVERAGE.

3. GRAVEL FOR CHECK DAM CONSTRUCTION MUST BE 100% PASSING THE

2" SCREEN AND 10% MAXIMUM PASSING THE NO. 4 SIEVE. DAM

MATERIAL MAY BE PITRUN OR CRUSHED AGGREGATE.

4. REMOVE SEDIMENT FROM BEHIND THE DAM WHEN IT ACCUMULATES

TO ONE-HALF THE ORIGINAL HEIGHT UNLESS ITS DRAINAGE AREA HAS

BEEN STABILIZED.

5. DISTANCES BETWEEN CHECK DAMS ARE AS FOLLOWS:

-1% DITCH SLOPE - PLACE CHECK DAMS AT 200FT SPACING

-2% DITCH SLOPE - PLACE CHECK DAMS AT 100FT SPACING

-3% DITCH SLOPE - PLACE CHECK DAMS AT 67FT SPACING

-4% DITCH SLOPE - PLACE CHECK DAMS AT 50FT SPACING

NOTES:

1. WHEN POSSIBLE, THE SILT FENCE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE SHAPE WITH THE

ENDS POINTING UPSLOPE TO MAXIMIZE BOTH STRENGTH AND EFFECTIVENESS.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

3. REMOVE SEDIMENT FROM BEHIND THE FENCE WHEN IT ACCUMULATES TO ONE-THIRD THE ORIGINAL HEIGHT.

4. EITHER GRADE AND SEED OR REMOVE SEDIMENT DEPOSITS PRIOR TO REMOVAL OF THE FENCE. REMOVED

SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE

PERMANENTLY STABILIZED.

RIPRAP APRON

PLAN VIEW

(L) VARIES, SEE TABLE

SECTION VIEW

RIPRAP CLASS AND DEPTH

VARIES, SEE TABLE

PERMANENT EROSION

CONTROL GEOTEXTILE

RIPRAP APRON DIMENSIONS

STATION

RIPRAP THICKNESS

(FT)

DIMENSIONS

(FT)

RIPRAP

CLASS

CULVERT VARIES, SEE

PLANS

NOTES:

1. ENTRENCH FIBER ROLLS A MINIMUM OF

2 INCHES BELOW THE GROUND

SURFACE AND SECURE THEM PER

MANUFACTURER RECOMMENDATIONS.

TURN ENDS OF FIBER ROLLS UPSLOPE

TO PREVENT RUNOFF FROM FLOWING

AROUND THE ROLL.

DITCH BLOCK

FINISHED

ROADWAY

SHOULDER

DITCH BLOCK

MAINLINE

DITCH OR

MEDIAN

CROSS DRAIN

D R

A G

NOTES:

1. CONSTRUCT DITCH BLOCKS TO FIT LOCAL CONDITIONS. WHEN

CONDITIONS DO NOT ALLOW 10:1 SLOPES, USE 6:1 SLOPES.

SEE CROSS

SECTIONS FOR

ELEVATION

12" LAP, TYP.

22+35 LT

10'W x 30'L 2.0 3

41+25 RT

10'W x 18.8'L 1.0 1

46+25 RT

12'W x 22.2'L 1.0 1

78+50 RT

8'W x 15.7'L 1.0 1

86+00 RT

5'W x 20'L 1.0 1

21+90 LT

5'W x 40'L 1.0 1

22+25 RT

30'W x 25'L 2.0 3

72+00 RT

12'W x 20.2'L 1.0 1

T A

I L

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AutoCAD SHX Text L

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

RAILS EQUALLY SPACED

AutoCAD SHX Text 5" (127 mm) CLEAR OPENING

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

DETAIL C

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 1/4" (6 mm) HEADER P

AutoCAD SHX Text W8 x 13 STRINGERS

AutoCAD SHX Text L

AutoCAD SHX Text

WELD BEAMS TO

AutoCAD SHX Text HEADER P's

AutoCAD SHX Text

DIM.

AutoCAD SHX Text D

AutoCAD SHX Text

RAILS

AutoCAD SHX Text

DETAIL B

AutoCAD SHX Text C8 x 13.7 (203 mm x 348 mm)

AutoCAD SHX Text

END BEAM WELD TO

AutoCAD SHX Text HEADER P's

AutoCAD SHX Text L

AutoCAD SHX Text

DRILL HOLES TO

AutoCAD SHX Text

MATCH WINGS

AutoCAD SHX Text

BOTH SIDES

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

STRUCTURAL STRINGER

AutoCAD SHX Text 's 2" x 2" x 1/4" x

AutoCAD SHX Text 1'-6" (51 x 51 x 6 x

AutoCAD SHX Text 457 mm) WELDED

AutoCAD SHX Text

%%UDETAIL C

AutoCAD SHX Text

%%UDETAIL D

AutoCAD SHX Text

%%USECTION X-X

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

STEEL TUBING, ASTM A500,

AutoCAD SHX Text GRADE B, MIN. TS3" x 2" x

AutoCAD SHX Text 0.1875" (76 x 51 x 5 mm)

AutoCAD SHX Text

FROM ASTM A242

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text

7-GAUGE MIN.

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

RAIL, COLD-FORMED

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

(CROSS SECTION OF RAIL)

AutoCAD SHX Text

STRINGERS @ EQUAL SPACES

AutoCAD SHX Text 1/4" (6 mm) HEADER PLATE

AutoCAD SHX Text Y

AutoCAD SHX Text

RAILS EQUALLY SPACED

AutoCAD SHX Text 5" (127 mm) CLEAR OPENING

AutoCAD SHX Text

ALL

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

RAILS

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

TORQUE BAR,

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

DETAIL E

AutoCAD SHX Text

WITHOUT CLEANOUT

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%UALTERNATE RAIL

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

RADIUS AROUND

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

TORQUE BAR

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

RAILS

AutoCAD SHX Text

EITHER

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

CAN

AutoCAD SHX Text

USED.

AutoCAD SHX Text

ANCHOR CLIP

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text 1/2"

AutoCAD SHX Text (13 mm)

AutoCAD SHX Text

HEADER

AutoCAD SHX Text 2"

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

TORQUE BARS

AutoCAD SHX Text

%%UDETAIL E

AutoCAD SHX Text (10 mm)

AutoCAD SHX Text

%%UANCHOR CLIP

AutoCAD SHX Text

%%UDETAIL F

AutoCAD SHX Text

%%USECTION Y-Y

AutoCAD SHX Text D

AutoCAD SHX Text

DIM.

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

DRILL HOLES TO

AutoCAD SHX Text

MATCH WINGS

AutoCAD SHX Text

BOTH SIDES.

AutoCAD SHX Text

(SAME NOTES AS SECTION X-X)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

BET. RAILS

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

OR AS

AutoCAD SHX Text

SPECIFIED

AutoCAD SHX Text

%%UMODIFICATION FOR WILD HORSES

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

SPECIFIED) SEE DETAIL F

AutoCAD SHX Text

#8, GRADE-

AutoCAD SHX Text

40, REBAR

AutoCAD SHX Text

SEE SPECIFICATIONS

AutoCAD SHX Text

SEE SPECIFICATIONS

AutoCAD SHX Text

SEE SPECIFICATIONS

AutoCAD SHX Text

SEE SPECIFICATIONS

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

1. DESIGN LOADING OF GRID CONFORMS TO AASHTO H-20-44.

AutoCAD SHX Text

2. PROVIDE 4 - 2" x 1/4" (51 mm x 6 mm) TORQUE BARS ON GRIDS WITHOUT CLEANOUT, AutoCAD SHX Text AS SHOWN, RAILS AS REQUIRED AND AS DESCRIBED IN THE SPECIFICATIONS. SEE DETAIL E.

AutoCAD SHX Text

3. END PLATE FLUSH WITH, AND WELDED TO, RAILS EXCEPT CLEANOUT PANEL.

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

4. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS

AutoCAD SHX Text

FOLLOWING THE ENGLISH UNITS.

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text (51 mm)

AutoCAD SHX Text (35 mm)

AutoCAD SHX Text 2 7/16"

AutoCAD SHX Text 3 7/16"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 2" x 1/2"

AutoCAD SHX Text 13 x 51 mm)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

HOLE IN ANGLE

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text (203 mm)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text (25 mm)

AutoCAD SHX Text (30-38 mm)

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text (19 mm)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

COLD-FORMED STRUCTURAL

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

TO 3 RAILS

AutoCAD SHX Text

HEADER PLATE, TYP.

AutoCAD SHX Text

DIA. ANCHOR BOLTS

AutoCAD SHX Text (76 x 76 x 10 x 76 mm)

AutoCAD SHX Text (203 mm)

AutoCAD SHX Text

PLATE

AutoCAD SHX Text (51 mm)

AutoCAD SHX Text FULL LENGTH, SPACED AS SHOWN, & WELDED WITH 3/16" (5 mm) FILLET WELDS TO TOP OF

AutoCAD SHX Text (203 mm x 330 mm)

AutoCAD SHX Text

%%ULEGEND:

AutoCAD SHX Text

FILLET WELD

AutoCAD SHX Text

%%UWELDING SYMBOLS

AutoCAD SHX Text

BOTH SIDES

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET: 1 OF 1

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DATE: AUGUST 29, 1990

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

STANDARD DETAIL DRAWING NO.

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

REV. NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text 9/30/97

AutoCAD SHX Text

LJP

AutoCAD SHX Text

METRIC CONVERSION ADDED

AutoCAD SHX Text

BY OTHERS

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text 7/31/09

AutoCAD SHX Text

STEEL CATTLE GUARD GRID (WITH & WITHOUT CLEANOUT)

AutoCAD SHX Text

RTH

AutoCAD SHX Text

FORMAT UPDATE

AutoCAD SHX Text 02879-1

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

MUTCD TYPE 2 DELINEATOR (TYP. OF 4)

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2" %%c (13 mm) NUT

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text %%uDETAIL G

AutoCAD SHX Text 4"

AutoCAD SHX Text 3" %%C (76 mm) SCH. 40

AutoCAD SHX Text 3" (76 mm)

AutoCAD SHX Text

MIN. TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text (6 mm)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

%%UCLOSE-LOCK POSITION

AutoCAD SHX Text

%%UDETAIL H

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text MAX. SWING, APPROX. 12" (305 mm)

AutoCAD SHX Text

FROM END OF WING

AutoCAD SHX Text

MOVEABLE

AutoCAD SHX Text

WING

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text (25 mm) TS

AutoCAD SHX Text

%%UDETAIL F

AutoCAD SHX Text 1/4" (6 mm) P

AutoCAD SHX Text L

AutoCAD SHX Text 3"R

AutoCAD SHX Text 1" (25 mm)

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

TYP.

AutoCAD SHX Text (6 mm)

AutoCAD SHX Text

SMOOTH ROD

AutoCAD SHX Text 1 1/2" (38 mm)

AutoCAD SHX Text %%uOPEN POSITION

AutoCAD SHX Text (10 mm)

AutoCAD SHX Text

OPTIONAL SHEEP-TIGHT

AutoCAD SHX Text

FENCE. DO NOT FASTEN TO

AutoCAD SHX Text

SWING-WING. SEE NOTE 2.

AutoCAD SHX Text

9-GAUGE STEEL SUPPORT

AutoCAD SHX Text

WIRE TIED TO CATTLE

AutoCAD SHX Text

GAURD AND POST

AutoCAD SHX Text

12 1/2-GAUGE WIRE FENCING

AutoCAD SHX Text

FASTENED TO SUPPORT WIRE

AutoCAD SHX Text AND BURIED 18" (457 mm)

AutoCAD SHX Text

MIN. 1"

AutoCAD SHX Text (25 mm)

AutoCAD SHX Text

DETAIL F

AutoCAD SHX Text

CATTLE

AutoCAD SHX Text

GUARD

AutoCAD SHX Text SLOPE 1" (25 mm)

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

NOTE 1

AutoCAD SHX Text 3" x 3" %%C

AutoCAD SHX Text (76 x 76 mm)

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

SCH. 40

AutoCAD SHX Text

PIVOT SLEEVE

AutoCAD SHX Text

INSTALL STEEL POST JUST BEFORE

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-11" (1194 mm)

AutoCAD SHX Text 4'-0" (1219 mm)

AutoCAD SHX Text 2"

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

16" MIN.

AutoCAD SHX Text

20" MIN.

AutoCAD SHX Text 4"

AutoCAD SHX Text (102 mm)

AutoCAD SHX Text

SEE DETAIL H

AutoCAD SHX Text 3"

AutoCAD SHX Text %%uSWING WING

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6"

AutoCAD SHX Text FOR 1/2" x 2"

AutoCAD SHX Text (13 x 51 m) M.B.

AutoCAD SHX Text

DETAIL E

AutoCAD SHX Text 4'-3" (1295 mm)

AutoCAD SHX Text 1/2" x 10" MB

AutoCAD SHX Text (13 x 254 mm)

AutoCAD SHX Text

WOOD POST, TYP.

AutoCAD SHX Text %%uANGLE-IRON END WING

AutoCAD SHX Text %%uSECTION Y-Y

AutoCAD SHX Text Y

AutoCAD SHX Text (44 x 44 x 6 mm)

AutoCAD SHX Text

AutoCAD SHX Text 5" (127 mm)

AutoCAD SHX Text 5"

AutoCAD SHX Text (6 mm)

AutoCAD SHX Text

PLATE TYP.

AutoCAD SHX Text

AutoCAD SHX Text (51 x 51 x 8 mm)

AutoCAD SHX Text

COPE ONE

AutoCAD SHX Text

LEG & BEND

AutoCAD SHX Text x 2"M.B.

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text

%%USIDE VIEW

AutoCAD SHX Text 3"

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text %%C (14 mm)

AutoCAD SHX Text

HOLE FOR

AutoCAD SHX Text

AutoCAD SHX Text 1" (25 mm)

AutoCAD SHX Text 2" (51 mm)

AutoCAD SHX Text

%%USIDE VIEW

AutoCAD SHX Text 5"

AutoCAD SHX Text 5/16" (8 mm) BENT P

AutoCAD SHX Text L

AutoCAD SHX Text 45%%D

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text 4'-3" (1295 mm)

AutoCAD SHX Text 6'-0" 1829 mm)

AutoCAD SHX Text 9" (229 mm)

AutoCAD SHX Text 10" (254 mm) O.C.

AutoCAD SHX Text

SEE DETAIL C

AutoCAD SHX Text

WOOD POST, TYP.

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text 7'-2" (2184 mm)

AutoCAD SHX Text 1 %%C (32 mm) SCH. 40

AutoCAD SHX Text

PIPE OR TUBULAR

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

SCH. 40 PIPE

AutoCAD SHX Text

OR TUBULAR

AutoCAD SHX Text

STEEL.

AutoCAD SHX Text

SEE

AutoCAD SHX Text X

AutoCAD SHX Text

%%USECTION X-X

AutoCAD SHX Text %%uTUBULAR END WING

AutoCAD SHX Text

%%UEND ELEVATION

AutoCAD SHX Text (3 mm)

AutoCAD SHX Text

FLATTEN END

AutoCAD SHX Text

OF PIPE

AutoCAD SHX Text %%uDETAIL B

AutoCAD SHX Text %%uFRONT VIEW

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text (32 mm)

AutoCAD SHX Text %%C

AutoCAD SHX Text

AutoCAD SHX Text 5\8"

AutoCAD SHX Text (102 mm)

AutoCAD SHX Text %%uSIDE VIEW

AutoCAD SHX Text (10 mm)

AutoCAD SHX Text (14 mm) HOLE

AutoCAD SHX Text (5 mm)

AutoCAD SHX Text 3"

AutoCAD SHX Text (5 x 6 x 152 mm)

AutoCAD SHX Text

%%UDETAIL C

AutoCAD SHX Text

%%UDETAIL A

AutoCAD SHX Text %%uSIDE VIEW

AutoCAD SHX Text %%uFRONT VIEW

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

1. WING SHALL BE FASTENED TO SEPARATE WOOD FENCE POST, 6" %%C x 6'-0"

AutoCAD SHX Text (152 x 1829 mm) LONG WITH 2'-0" (610 mm) IN THE GROUND.

AutoCAD SHX Text

%%UEND ELEVATION-RIGHT WING

AutoCAD SHX Text

BEND

AutoCAD SHX Text

AutoCAD SHX Text %%C (14 mm) HOLE

AutoCAD SHX Text

AutoCAD SHX Text x 2"

AutoCAD SHX Text 1/2" x 8" MB

AutoCAD SHX Text 1/2"%%C (13 mm)

AutoCAD SHX Text

MIN. ALL

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text

ADJUSTING

AutoCAD SHX Text

BOLT

AutoCAD SHX Text (51 x 51 x 8 mm)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

CUT

AutoCAD SHX Text

2. THE SHEEP FENCE MAY BE INSTALLED WITH CATTLE GUARD WINGS USING 6" x 6"

AutoCAD SHX Text (152 x 152 mm) WOVEN WIRE FENCING OR ACCORDING TO SPECIFICATION SECTION

AutoCAD SHX Text

02824 - WIRE FENCES AND GATES.

AutoCAD SHX Text

SEE WORK DATE

AutoCAD SHX Text

SHEET FOR HEIGHT

AutoCAD SHX Text

TYP. SEE

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text

SEE DETAIL A

AutoCAD SHX Text

WELD AFTER

AutoCAD SHX Text

ADJUSTING

AutoCAD SHX Text

SEE DETAIL G

AutoCAD SHX Text

3. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS FOLLOWING

AutoCAD SHX Text

THE ENGLISH UNITS.

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text (102 mm)

AutoCAD SHX Text (6 mm)

AutoCAD SHX Text

THREAD

AutoCAD SHX Text (13 x 203 mm)

AutoCAD SHX Text (76 mm)

AutoCAD SHX Text 3/8"R

AutoCAD SHX Text 1/4"

AutoCAD SHX Text (51 mm)

AutoCAD SHX Text

AutoCAD SHX Text (508 mm)

AutoCAD SHX Text (406 mm)

AutoCAD SHX Text (76 mm)

AutoCAD SHX Text (152 mm)

AutoCAD SHX Text (76 mm)

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

& NUT, TYP.

AutoCAD SHX Text

AutoCAD SHX Text %%c (19 mm)

AutoCAD SHX Text

SEE DETAIL D

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 3/16"

AutoCAD SHX Text (76 mm)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 9/16" %%C

AutoCAD SHX Text 4"

AutoCAD SHX Text (16 mm)

AutoCAD SHX Text

AutoCAD SHX Text (14 mm)

AutoCAD SHX Text

HOLE

AutoCAD SHX Text

AutoCAD SHX Text x x 6"

AutoCAD SHX Text (127 mm)

AutoCAD SHX Text

6 CROSS-BARS @

AutoCAD SHX Text 8'-0" (2438 mm)

AutoCAD SHX Text

DIAGONAL BRACE

AutoCAD SHX Text 2" x 2" x

AutoCAD SHX Text

HORIZONTAL STRUT

AutoCAD SHX Text 1 x 1 x

AutoCAD SHX Text (127 mm)

AutoCAD SHX Text C8 x 13.75

AutoCAD SHX Text (13 x 51 mm)

AutoCAD SHX Text 2" x 2" x

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

MIN. 1"

AutoCAD SHX Text (133 mm)

AutoCAD SHX Text (102 mm)

AutoCAD SHX Text x 10" MB

AutoCAD SHX Text (13 x 254 mm)

AutoCAD SHX Text (51 mm)

AutoCAD SHX Text 13 x 51 mm) MB

AutoCAD SHX Text

FOR

AutoCAD SHX Text (76 mm)

AutoCAD SHX Text (25 mm)

AutoCAD SHX Text (51 mm)

AutoCAD…

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