Attachment_2_-_Technical_Drawings___Bureau_of_Land_Management_Cottonwood_Road_Reconstruction.pdf
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NEAR BRIDGER, MONTANA
BUREAU OF LAND MANAGEMENT
T0.00 TITLE SHEET
INDEX OF DRAWINGS
LATEST REVISIONSHEET # SHEET TITLE RELEASE DATE
06/24/22
COTTONWOOD ROAD
RECONSTRUCTION
07/07/22
MONTANA
IDAHO
WYOMING
SITE VICINITY PLAN
T0.01 GENERAL NOTES AND CONDITIONS
BILLINGS
BOZEMAN
COTTONWOOD ROAD
06/24/22 06/24/22 06/24/22
06/24/22
BRIDGER
06/24/22
06/24/22 06/24/22 06/24/22
06/24/22
C1.00 PROJECT OVERVIEW
C1.01 NEW CULVERT SCHEDULE
C2.00 GENERAL NOTES AND DETAILS
C5.00 CULVERT 13 & 42 PLAN AND PROFILE
C5.01 CULVERT 49 & 52 PLAN AND PROFILE
C5.02 CULVERT 65 & 71 PLAN AND PROFILE
C5.03 CULVERT 72 PLAN AND PROFILE
C5.04 CULVERT 82 & 87 PLAN AND PROFILE
07/07/22 07/07/22 07/07/22 07/07/22 07/07/22 07/07/22 07/07/22 07/07/22 07/07/22
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SITE LOCATION MAPS GENERAL NOTES AND CONDITIONS
1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING CODES, ORDINANCES AND
AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND
PAYING FOR ALL REQUIRED CONSTRUCTION PERMITS.
2. ALL MATERIAL SPECIFIED IS TO BE NEW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN
ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS,
WITHOUT CONTRACTING OFFICER'S APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY
RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE.
3. CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO
COMMENCING WORK. ANY CONDITIONS NOT INDICATED ON CONTRACT DOCUMENTS ARE TO BE
REPORTED TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK.
4. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, EQUIPMENT, UTILITIES, ETC. FROM
DAMAGE DURING THE COURSE OF CONSTRUCTION.
5. ALL SURFACES AND/OR FINISHES DAMAGED AS A RESULT OF AND ADJACENT TO THE WORK SHALL
BE REPAIRED AND FINISHED TO EQUAL OR BETTER THAN ORIGINAL CONDITION.
6. ALL ITEMS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A
WORKMANLIKE MANNER BY PERSONS SKILLED IN THEIR RESPECTIVE TRADE AND WHO NORMALLY
PARTICIPATE IN THE WORK OF THAT TRADE.
7. THE GOVERNMENT SHALL BE IN THE FIRST INSTANCE THE SOLE INTERPRETER OF THE DRAWINGS
AND SPECIFICATIONS WITH REGARD TO THEIR MEANING OR INTENT.
8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES AND PROCEDURES.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY AND TRAFFIC CONTROL DURING
CONSTRUCTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS.
11. WORK IS ALLOWED ONLY WITHIN THE EXISTING ROW OF THE CORRIDOR.
12. AVOID PERENNIAL POOLS FOR STREAM CROSSING LOCATIONS, ESPECIALLY WITH EMERGENT
VEGETATION.
13. CONSTRUCTION IN THE STREAM CHANNELS COULD OCCUR IN AUGUST, SEPTEMBER, AND OCTOBER.
EQUIPMENT MAY CROSS DRY SECTIONS OF THE STREAM CHANNEL IN JULY IF STANDING WATER IS
NOT PRESENT.
14. ALL VEHICLES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED BEFORE ENTERING THE PROJECT SITE. EQUIPMENT AND VEHICLES SHOULD ALSO BE CLEANED BEFORE BEING TAKEN TO OTHER FIELD
SITES TO PREVENT INVASIVE PLANT DISPERSAL.
15. ORGANIC EROSION MITIGATION DEVICES SUCH AS STRAW WADDLES, BAILS ,ETC. SHALL COME FROM
CERTIFIED WEED FREE SOURCES.
16. OFFSITE TOPSOIL, FILL MATERIAL, RIP-RAP, AND GRAVEL SHALL COME FROM WEED FREE SOURCES.
17. CONSTRUCTION AND MAINTENANCE ACTIVITIES SHALL NOT BE PERFORMED DURING PERIODS
WHEN THE SOIL IS TOO WET TO ADEQUATELY SUPPORT EQUIPMENT/VEHICLES. IF
EQUIPMENT/VEHICLES CREATE RUTS IN EXCESS OF THREE (3) INCHES DEEP, OPERATIONS MUST CEASE AS THE SOIL WILL BE DEEMED TOO WET TO ADEQUATELY SUPPORT EQUIPMENT/VEHICLES.
18. SUITABLE TOPSOIL SHALL BE SALVAGED AND CONSERVED DURING EXCAVATION AND REUSED AS
COVER ON DISTURBED AREAS TO FACILITATE RE-GROWTH OF VEGETATION AND RECLAMATION.
TOPSOIL SHALL BE STRIPPED AND STOCKPILED SEPARATELY FROM SUBSOIL. IN NO INSTANCE WILL SUBSOIL BE ALLOWED TO BE MIXED OR PLACED OVER TOPSOIL. THE ORDER OF SOIL REPLACEMENT SHALL BE THE REVERSE OF REMOVAL, E.G. FIRST OFF, LAST ON. CUT AND FILL SLOPES AND DITCHES SHALL BE COVERED WITH TOPSOIL, STABILIZED WITH BMP'S AND RE-VEGETATED TO REDUCE SOIL
EROSION AND RETURN SOIL PRODUCTIVITY.
19. FIELD ADJUST EXISTING GRADES AS REQUIRED TO ALLOW CULVERT TO DAYLIGHT.
LEGEND
X X X
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
DESIGN CONTOUR
FENCE
STORM CULVERT
BRIDGER
HIGHWAY 72
WYOMING
MONTANA
U.S. ROUTE 310
COTTONWOOD ROAD
SCHWEND ROAD
U.S. ROUTE 310
EXISTING STORM CULVERT(SD)
COTTONWOOD ROAD
BILLINGS
INTERSTATE 90
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1 PROJECT OVERVIEW
-3000 3000 6000
SCALE: 1" =
6000'
CULVERT: 13
CL ROAD STA: 148+87.88
SEE SHEET C5.00
CULVERT: 42
CL ROAD STA: 460+28.12
SEE SHEET C5.00
CULVERT: 49
CL ROAD STA: 549+89.64
SEE SHEET C5.01
CULVERT: 52
CL ROAD STA: 567+35.96
SEE SHEET C5.01
CULVERT: 71
CL ROAD STA: 707+91.52
SEE SHEET C5.02
CULVERT: 82
CL ROAD STA: 781+70.67
SEE SHEET C5.04
CULVERT: 87
CL ROAD STA: 843+98.19
SEE SHEET C5.04CULVERT: 65
CL ROAD STA: 657+34.53
SEE SHEET C5.02
GOLDEN LANE
HIGHWAY 310
CULVERT: 72
CL ROAD STA: 711+27.49
SEE SHEET C5.03
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COTTONWOOD ROAD NEW CULVERTS
SCHEDULE
PIPE ID
CULVERT 13 DESIGN
CULVERT 42 DESIGN
CULVERT 49 DESIGN
CULVERT 52 DESIGN
CULVERT 65 DESIGN
CULVERT 71 DESIGN
CULVERT 72 DESIGN
CULVERT 82 DESIGN
CULVERT 87 DESIGN
SIZE
48.000
72.000
54.000
24.000
24.000
36.000
42.000
36.000
36.000
LENGTH
45.000
100.000
125.000
54.000
64.000
95.000
60.000
82.000
142.000
SLOPE
-1.00%
-1.50%
-6.00%
-2.00%
-6.50%
-2.00%
-1.11%
-5.00%
4.00%
MATERIAL
CMP
CMP
CMP
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1 STORM CULVERT
NTS
CMP CULVERT PER
PLAN
3:1MIN
RESTORE TO NATIVE CONDITION
1' M
IN
FLOW
A
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TYPICAL ROAD CROSS-SECTION
WITH CULVERT
CROSS SECTION A-A
ROAD SURFACE
ROAD SURFACE
NOTES:
1. FIELD ADJUST EXISTING GRADES AS
REQUIRED TO ALLOW CULVERT TO
DAYLIGHT.
2. CONTRACTOR MAY USE NATIVE MATERIAL
FOR BEDDING IF IT MEETS GRADATION
REQUIREMENT.
1' M
IN
CMP CULVERT PER PLAN
PROVIDE 12" OF
PIPE BEDDING PER
SPECIFICATION
FETS
OUTLET FETS 2 NTS
SECTION A-A
A
L
W
SLOPE TO DRAIN
FETS DIMENSIONS
DIA.
(IN)
W
(FT)
L
(FT)
24 4 3.5 36 6.75 5 42 7 5.75 48 7.5 6.5 72 14
12.5 7 7.25
NOTES:
1. FIELD ADJUST EXISTING GRADES AS
REQUIRED TO ALLOW CULVERT TO
DAYLIGHT.
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(SD)
LAT: N45.1877
LONG: W108.9111
0+ 00 1+
1+
48" CMP L=45.00 S=-1.00%
3853.0
3855.0
3860.0
3865.0
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48" CMP L=45.00 S=-1.00%
48" IE IN: 3858.87
48" IE OUT: 3858.42
NEW CULVERT
EXISTING PROPOSED
48" FETS
48" FETS
REMOVE EXISTING
42" CMP CULVERT
4013.0
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72" CMP L=100.00 S=-1.50%
72" IE OUT: 4015.50
72" IE IN: 4017.00
NEW CULVERT
EXISTING PROPOSED
72" FETS72" FETS
REMOVE EXISTING
54" CMP CULVERT
460+00
461+00
(SD) (SD) (SD)
LAT: N45.1136
LONG: W108.8549
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1 PLAN: 1" =30' PROFILE: H. 1" = 30' V. 1" = 5'
CULVERT 13 : CL ROAD STA: 148+87.88
-15 15 30
SCALE: 1" =
30'
2 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'
CULVERT 42 : CL ROAD STA: 460+28.12
-15 15 30
SCALE: 1" =
30'
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LAT: N45.0985
LONG: W108.8284
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4097.0
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LAT: N45.0948
LONG: W108.8248
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3 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'
CULVERT 49 : CL ROAD STA: 549+89.64
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CULVERT 52 : CL ROAD STA: 567+35.96
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AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C5.00 _BLM_Cottonwood_Rd_Culverts.dwg LAST SAVED: 7/5/2022 2:39 PM
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4170.0
4175.0
4180.0
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4190.0
.4
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.6
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24" CMP L=64.00 S=-6.50%
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LAT: N45.0775
LONG: W108.8020
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24" CMP L=64.00 S=-6.50%
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LAT: N45.0668
LONG: W108.7895
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5 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'
CULVERT 65 : CL ROAD STA: 657+34.53
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6 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'
CULVERT 71 : CL ROAD STA: 707+91.52
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AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C5.00 _BLM_Cottonwood_Rd_Culverts.dwg LAST SAVED: 7/5/2022 2:39 PM
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LAT: N45.0661
LONG: W108.7887
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42" CMP L=60.00 S=-1.11%
4237.0
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42" CMP L=60.00 S=-1.11%
42" IE OUT: 4240.33
42" IE IN: 4241.00
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CULVERT 72 : CL ROAD STA: 711+27.49
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AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C5.00 _BLM_Cottonwood_Rd_Culverts.dwg LAST SAVED: 7/5/2022 2:39 PM
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LAT: N045° 03' 15.50"
LONG: W108° 46' 07.14"
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LONG: W108° 44' 46.79"
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CULVERT 82 : CL ROAD STA: 781+70.67
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SHEET
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OF
AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C5.00 _BLM_Cottonwood_Rd_Culverts_40_Scale.dwg LAST SAVED: 7/5/2022 1:36 PM
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| Sheets and Views |
| T0.00_BLM_Cottonwood Rd_Culverts - T0.00 |
| T0.00_BLM_Cottonwood Rd_Culverts - T0.01 |
| C1.00 _BLM_Cottonwood_Rd_Culverts - C1.00 |
| C1.00 _BLM_Cottonwood_Rd_Culverts - C1.01 |
| C2.00 _BLM_Cottonwood_Rd_Culverts - C2.00 |
| C5.00 _BLM_Cottonwood_Rd_Culverts - C5.00 |
| C5.00 _BLM_Cottonwood_Rd_Culverts - C5.01 |
| C5.00 _BLM_Cottonwood_Rd_Culverts - C5.02 |
| C5.00 _BLM_Cottonwood_Rd_Culverts - C5.03 |
| C5.00 _BLM_Cottonwood_Rd_Culverts_40_Scale - C5.04 |
File details come from the government source that posted it. Updated .