B09_-_Amendment_1_-_Cottonwood_Issued_0001.pdf

(x)

140L3622R0009 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

LMALMA

BILLINGS MT 59101

5001 SOUTHGATE DR

BLM MT-STATE OFCMT935

09/13/20220001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning _____1______

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)

Bureau of Land Management Attn: Christine Mundt (cmundt@blm.gov) 5001 Southgate Drive Billings, MT 59101

CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

08/17/2022

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project Title - Cottonwood Road Reconstruction, Montana

See Page 2 of 22 for changes incorporated by this Amendment.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Christine Mundt

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No: 140L3622R0009 PROJECT DESCRIPTION: Cottonwood Road Reconstruction

Amendment No. 0002

Description of Changes - This amendment incorporates the following information:

1. For informational purposes only, the Government is providing the Site Visit Attendance Records from the organized site visit that the Government held on August 30, 2022, at 10:00 am Mountain Time.

2. The Government is providing the attached Questions received from interested offerors and the associated Answers provided by the Government.

3. Remove “Section F – Deliveries or Performance” in its entirety and replace with the updated “Section F – Deliveries or Performance (Revised)” attached hereto.

4. Remove “Section J – List of Documents, Exhibits and Other Attachments” in its entirety and replace with the updated “Section J – List of Documents, Exhibits and Other Attachments (Revised)” attached hereto.

5. Remove “Attachment Number 2 – Technical Drawings – Bureau of Land Management Cottonwood Road Reconstruction” in its entirety and replace with the updated “Attachment Number 2 – Technical Drawings – Bureau of Land Management Cottonwood Road Reconstruction (Revised)” attached hereto.

Acknowledgement - See Block 11 above regarding how to acknowledge this amendment. The Government must receive the acknowledgement at the place designated for receipt of offers (See Block 8 of the Standard Form 1442).

Proposal Response Date - The hour and date for receipt of proposals has been extended to 5:00 pm Mountain Time on September 16, 2022.

Third Party – If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

SITE INSPECTION TOUR / PREBID CONFERENCE RECORD

The Government strongly urges offerors to inspect the site to gain a better understanding of the work requirements and to satisfy themselves regarding all general and local conditions that may affect the cost of performance. In no event shall failure to inspect the site constitute grounds for a claim after award.

Solicitation Number: 140L3622R0009 Project Title: Cottonwood Road Reconstruction, Montana Date and Time: 08/30/2022 from 10:00 am to 12:30 pm, Mountain Time Meeting Place(s): Blue Rooster Café Parking Lot, 310 Railroad Street in Belfry, Montana Conducted by: Mike Studiner, Civil Engineer (Contracting Officer’s Representative) and Clint Andersen, Civil Engineer (Project Inspector)

Attended by:

Name Firm

Kim Wilson Wilson Brothers Construction (Cowley, WY)

Eric Van Hemelryck Weave Construction (Billings, MT)

Dana Babcock EMX (Billings, MT)

THIS PAGE INTENTIONALLY LEFT BLANK

QUESTIONS AND ANSWERS

Offerors for this RFQ, including subcontractors and teammates, shall consolidate questions related to this solicitation and site visit in a Request for Information (RFI) formatted Word document. Any RFI is to be emailed as an editable attachment to Christine Mundt (cmundt@blm.gov) with the subject line: RFI – 140L3622R0009 Cottonwood Road Reconstruction. Only written RFI’s will be considered and responded to. BLM responses to the RFI will be posted as an amendment to the solicitation on https://sam.gov/content/opportunities.

Solicitation Number: 140L3622R0009 Project Title: Cottonwood Road Reconstruction, Montana

Q1: Can clarification be provided on if the pipe run lengths include the FETs or if the FETs are in addition to the pipe run length provided?

A1: The pipe lengths do not include the length of the FETs. The pipe run lengths are for the length of pipe only. The FETs will be in addition to the length of pipe.

Q2: Asphalt coated CMP has kind of gone by the wayside except for structural plate. We now have coatings that MDT has reviewed and approved for 75 year design life which out perform asphalt coated. The usual switch is to polymeric coated CSP. That is the Cadillac of coatings on CSP. The area you are looking at could also allow Aluminized type II CSP but without soil report it may not perform. Do you think we could allow an option to the asphalt coated CSP?

A2: Upon discussion with the TPOC for this project, polymeric coated CSP will be an acceptable alternative to the bituminous coated CSP described in the specs.

Q3: When excess fill material is required per the plans, can the contractor use excess cut material from other culverts?

A3: Yes: Culverts requiring excess fill material per the cut/fill balances on the plans can obtain this fill material from excess cut material at a different culvert or from imported backfill material.

Q4: In areas where the road must be built up to obtain the 1‐foot minimum bury depth over the culvert, what grade should be used or how far out should the material be graded on the road?

A4: Grade the road according to the plan surface contours and profiles shown on the drawings.

Q5: Can the contractor shut the road down at the culvert location they are working on?

A5: Yes: Contractor should plan on having the ability to shut the road down at the culvert they are working on.

If it is possible to keep one lane of traffic open to bypass the project, the Contractor should consider this option for the public’s use of the road. Contractor is required to submit their traffic control plan to the Government for approval, and if they plan to shut the road down at a culvert, their traffic control plan should include signs on either end of the road (the intersection with Schwend Road and the intersection with US Route 310) stating the point on the road at which traffic will not be able to pass and for how long. A map showing the location at which the contractor is working would be a helpful part of the traffic control plan.

Q6: Is rip‐rap required as part of the project?

A6: No: rip‐rap is not required as part of this project.

mailto:cmundt@blm.gov https://sam.gov/content/opportunities

Q7: Is geotextile fabric material and slope seeding required as part of this project?

A7: No: Geotextile fabric and slope seeding will not be required as part of this project.

Q8: Will the Government stake the project?

A8: Yes: The Government will stake the culverts involved in this project upon request of the contractor. The Government will require a minimum 2‐week notice for the staking. The coordinates of each culvert are also shown on the plans and can be imported into a handheld GPS or cell phone.

Q9: Do existing culverts need to be disposed of off‐site?

A9: Yes: All existing culverts that are removed and replaced with new culverts need to be disposed of off‐site.

Q10: Where can the contractor stockpile construction materials?

A10: The Government will allow stockpiling of materials within the road right of way or nearby established parking areas. Removal and cleanup of any excess stockpiled materials will be the responsibility of the contractor. Contractor shall coordinate all stockpiling and/or staging areas with the Government for approval, prior to construction.

Q11: What is the right‐of‐way of the road?

A11: Cottonwood Road Right of way is a total of 100‐feet; 50‐feet either side of the centerline of the road.

Q12: Is there water on site to be used for construction?

A12: Contractor shall plan on providing water needed for construction from off site.

Q13: What is the period of performance for the project?

A13: Per the solicitation, the revised period of performance is 390 calendar days after the contractor receives the Notice to Proceed. The contractor will also be allowed to begin construction this year, and complete it next year, if work is performed within the 390 calendar days.

Q14: What is the size of the existing Culvert 71, Culvert 72, and Culvert 82?

A14: The existing Culvert 71, Culvert 72, and Culvert 82 appear to be incorrectly labeled on the plans.

Assume that the existing Culvert 71 is 36‐inches in diameter, existing Culvert 72 is 36‐inches in diameter, and existing Culvert 82 is 24‐inches in diameter.

See the revised Technical Drawings provided with this Amendment.

Q15: CMP is specified for the culverts. Would an alternate such as RCP or ADS be allowed?

A15: Advanced Drainage System pipe (plastic pipe) will not be allowed. Reinforced Concrete Pipe may be considered on the project as long as construction total is within the Government’s allotted budget. If the Contractor proposes RCP vs. Poly-coated CMP and the government does not have budget, the project will not be awarded.

Q16: Will a road closure be allowed at each location?

A16: Total road closure will be allowed in each installation location with the prior approval/notification of the Government. Close coordination will be required between the contractor, the Contracting Officer, the Contracting Officer’s Representative, Project Inspector, permittees, landowners, and the Field Office.

After award, the Government will generate a list of grazing permit holders and look up landowners as well so that when the time comes, a letter can be sent out ahead of the scheduled work (by BLM). The contractor may do daily updates on approximate locations of work as part of the required Traffic Control Plan.

SECTION F – DELIVERIES OR PERFORMANCE

(REVISED)

F.1 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK APR 1984

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed,

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 390 calendar days after receipt of the notice to proceed.

The time stated for completion shall include final cleanup of the premises.

Note: The Government desires the offeror to commence and prosecute the start of this project work during the 2022 construction season. However, 390 calendar day period of performance will allow the offeror to commence, prosecute, and complete the entire work for use during the 2023 construction season. As such, a Government Shutdown of work due to winter weather is not anticipated. The Government will require close coordination next spring/summer regarding the extent of ground disturbance on either side of the road to determine if a timing stipulation for nesting birds is warranted.

F.2 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS APR 1984

(a) The Contractor shall, within five days after the work commences on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

(b) The Contractor shall enter the actual progress on the chart as directed by the Contracting Officer, and upon doing so shall immediately deliver three copies of the annotated schedule to the Contracting Officer. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

(c) Failure of the Contractor to comply with the requirements of the Contracting Officer under this clause shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

F.3 52.242-14 SUSPENSION OF WORK APR 1984

(a) The Contracting Officer may order the Contractor, in writing, to suspend, delay, or interrupt all or any part of the work of this contract for the period of time that the Contracting Officer determines appropriate for the convenience of the Government.

(b) If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed, or interrupted

(1) By an act of the Contracting Officer in the administration of this contract, or

(2) By the Contracting Officer’s failure to act within the time specified in this contract (or within a reasonable time if not specified), an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) necessarily caused by the unreasonable suspension, delay, or interruption, and the contract modified in writing accordingly. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an equitable adjustment is provided for or excluded under any other term or condition of this contract.

(c) A claim under this clause shall not be allowed-

(1) For any costs incurred more than 20 days before the Contractor shall have notified the Contracting Officer in writing of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a suspension order); and

(2) Unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the suspension, delay, or interruption, but not later than the date of final payment under the contract.

F.4 BLM 1510-

52.211-70 BLM - VARIATION IN QUANTITY (DEVIATION) MAY 1987

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 20 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 120 percent or below 80 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

SECTION J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

(REVISED)

NUMBER DESCRIPTION

NUMBER

OF

PAGES

1 Technical Specifications – BLM Cottonwood Road Reconstruction (Aug 2022) 44

2 Technical Drawings – Bureau of Land Management Cottonwood Road Reconstruction (Revised) 10

3 General Decision Number: MT20220080 (06/03/2022) 8 4 Reference List 2 5 Standard Form 25 Performance Bond 2 6 Standard Form 25A Payment Bond 2

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

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

TI

TL

E

SH

EE

T

JA

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

N

T0.00

M O

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FOR

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\T0.00_BLM_Cottonwood Rd_Culverts.dwg LAST SAVED: 7/1/2022 11:40 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

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

HARDIN

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FOR

ISSE

LANO E

REENIGN

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

G

EN

ER

A

L N

O

TE

S A

N D

C O

N D

IT

IO

N S

JA

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

N

T0.01

M O

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\T0.00_BLM_Cottonwood Rd_Culverts.dwg LAST SAVED: 7/1/2022 11:40 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

1071+11

0+00

50+00

100+00

150+00

200+00

250+00

300+00

350+00

400+00

450+00

500+00

0+

0+

650+00

700+00

0+

0+

850+00

900+00

0+

+0

1050+00

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

PR

O

JE

CT

O V

ER

V

IE

W

JA

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

N

C1.00

M O

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

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

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FOR

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C1.00 _BLM_Cottonwood_Rd_Culverts.dwg LAST SAVED: 6/27/2022 9:50 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

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

CMP

CMP

CMP

CMP

CMP

CMP

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

N

EW

C U

LV

ER

T

SC

H

ED

U

LE

JA

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

N

C1.01

M O

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C1.00 _BLM_Cottonwood_Rd_Culverts.dwg LAST SAVED: 6/27/2022 9:50 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

1 STORM CULVERT

NTS

CMP CULVERT PER

PLAN

3:1MIN

RESTORE TO NATIVE CONDITION

1' M

IN

FLOW

A

A

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.

A

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

G

EN

ER

A

L N

O

TE

S A

N D

D

ET

A

IL

S

JA

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

N

C2.00

M O

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text z:\clientfiles\2021\bureau of land management\210308 idiq\(13) cottonwood road culverts\6 drawings\1 autocad\C2.00 _BLM_Cottonwood_Rd_Culverts.dwg LAST SAVED: 7/1/2022 11:40 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

149+00

(SD) (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

3853.0

3855.0

3860.0

3865.0

.4

0+00

.9

.1

.5

.0

0+50

.0

.4

.3

.1

1+00 1+10

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

4015.0

4020.0

4025.0

4030.0

4013.0

4015.0

4020.0

4025.0

4030.0

.2

.2

0+00

.2

.2

.3

.7

0+50

.5

.1

.0

.4

1+00

.1

.6

1+50

.1

1+75

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) (SD)

LAT: N45.1136

LONG: W108.8549

0+

1+

1+

72" CMP L=100.00 S=-1.50%

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

CU

LV

ER

T

PL

A

N A

N D

P

RO

FI

LE

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

C5.00

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

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'

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

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.dwg LAST SAVED: 9/7/2022 10:19 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

9+

550+00

1+

(SD) (SD) (SD) (SD) (SD)

LAT: N45.0985

LONG: W108.8284

0+

1+

1+

41054110

54" CMP L=125.00 S=-6.00%

4097.0

4100.0

4105.0

4110.0

4115.0

4097.0

4100.0

4105.0

4110.0

4115.0

.9

0+00

.0

.8

.6

.5

0+50

.0

.8

.5

.5

1+00

.4

.5

.0

.9

1+50 1+75

54" CMP L=125.00 S=-6.00%

54" IE OUT: 4099.93

54" IE IN: 4107.43

NEW CULVERT

EXISTING PROPOSED

54" FETS

54" FETS

REMOVE EXISTING

30" CMP CULVERT

567+00

568+00

(SD) (SD)

LAT: N45.0948

LONG: W108.8248

0+

0+

99 40

24" CMP L=54.00 S=-2.00%

4090.0

4095.0

4100.0

4105.0

4110.0

4090.0

4095.0

4100.0

4105.0

4110.0

.3

0+00

.1

.0

.7

.4

0+50

.5

.2

1+00

24" CMP L=54.00 S=-2.00%

24" IE OUT: 4094.40

24" IE IN: 4095.48

NEW CULVERT

EXISTING PROPOSED

24" FETS

24" FETS

REMOVE EXISTING

18" CMP CULVERT

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

CU

LV

ER

T

PL

A

N A

N D

P

RO

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

C5.01

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

3 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'

CULVERT 49 : CL ROAD STA: 549+89.64

-15 15 30

SCALE: 1" =

30'

4 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'

CULVERT 52 : CL ROAD STA: 567+35.96

-15 15 30

SCALE: 1" =

30'

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

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.dwg LAST SAVED: 9/7/2022 10:19 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

4170.0

4175.0

4180.0

4185.0

4190.0

4170.0

4175.0

4180.0

4185.0

4190.0

.4

0+00

.6

.0

.9

.6

0+50

.3

.8

.5

1+00

24" CMP L=64.00 S=-6.50%

24" IE IN: 4180.32

24" IE OUT: 4176.15

NEW CULVERT

EXISTING PROPOSED

24" FETS

24" FETS

REMOVE EXISTING

18" CMP CULVERT

657+00

658+00

(SD) (SD)

LAT: N45.0775

LONG: W108.8020

0+

1+

1+

24" CMP L=64.00 S=-6.50%

707+00

708+00

(SD) (SD) (SD) (SD)

LAT: N45.0668

LONG: W108.7895

0+

1+

1+

36" CMP L=95.00 S=-2.00%

4225.0

4230.0

4235.0

4240.0

4245.0

4225.0

4230.0

4235.0

4240.0

4245.0

.1

.0

0+00

.6

.1

.6

.3

0+50

.3

.8

.7

.9

1+00

.8

.6

1+50

36" CMP L=95.00 S=-2.00%

36" IE OUT: 4227.10

36" IE IN: 4229.00

NEW CULVERT

EXISTING PROPOSED

36" FETS

36" FETS

REMOVE EXISTING

36" CMP CULVERT

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

CU

LV

ER

T

PL

A

N A

N D

P

RO

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

C5.02

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

5 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'

CULVERT 65 : CL ROAD STA: 657+34.53

-15 15 30

SCALE: 1" =

30'

6 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'

CULVERT 71 : CL ROAD STA: 707+91.52

-15 15 30

SCALE: 1" =

30'

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

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.dwg LAST SAVED: 9/7/2022 10:19 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

711+00

712+00

(SD) (SD)

LAT: N45.0661

LONG: W108.7887

0+

0+

42" CMP L=60.00 S=-1.11%

4237.0

4240.0

4245.0

4250.0

4237.0

4240.0

4245.0

4250.0

.3

0+00

.2

.9

.8

.7

0+50

.3

.3

1+00 1+25

42" CMP L=60.00 S=-1.11%

42" IE OUT: 4240.33

42" IE IN: 4241.00

NEW CULVERT

EXISTING PROPOSED

42" FETS 42" FETS

REMOVE EXISTING

36" CMP CULVERT

THIS PAGE INTENTIONALLY LEFT BLANK

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

CU

LV

ER

T

P

LA

N

A N

D P

RO

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

C5.03

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

7 PLAN: 1" = 30' PROFILE: H. 1" = 30' V. 1" = 5'

CULVERT 72 : CL ROAD STA: 711+27.49

-15 15 30

SCALE: 1" =

30'

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

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.dwg LAST SAVED: 9/7/2022 10:19 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

781+00

782+00

(SD) (SD)

LAT: N045° 03' 15.50"

LONG: W108° 46' 07.14"

0+

1+

1+50

36" CMP L=82.00 S=-5.00%

4290.0

4295.0

4300.0

4305.0

4310.0

4290.0

4295.0

4300.0

4305.0

4310.0

.7

.6

.6

.6

0+50

.7

.6

.5

.5

1+00

.1

.1

.7

.6

1+50

36" CMP L=82.00 S=-5.00%

36" IE IN: 4298.40

36" IE OUT: 4294.30

NEW CULVERT

36" FETS

36" FETS

EXISTING PROPOSED

REMOVE EXISTING

24" CMP CULVERT

843+00

844+00

845+00

(SD)(SD)(SD)

LAT: N045° 02' 57.09"

LONG: W108° 44' 46.79"

0+

1+

2+

2+

36" CMP L=142.00 S=4.00%

4361.0

4365.0

4370.0

4375.0

4380.0

4361.0

4365.0

4370.0

4375.0

4380.0

.1

.0

.9

.9

0+50

.5

.5

.0

.9

1+00

.8

.8

.5

.4

1+50

.7

.7

.2

.2

2+00

36" L=142.00 S=4.00%

36" IE OUT 4365.65

NEW CULVERT 36" IE IN: 4371.33

36" FETS

36" FETS

EXISTING PROPOSED

REMOVE EXISTING

36" CMP CULVERT

-0

7-

0% R

ES

U

BM

IT

TA

L

-2

4-

0% R

ES

U

BM

IT

TA

L

-2

5-

0% S

U

BM

IT

TA

L

-0

1-

S

U

BM

IT

TA

L

-0

4-

S

U

BM

IT

TA

L

CU

LV

ER

T

PL

A

N A

N D

P

RO

FI

LE

JA

CK

O

LA

E N

GI

N

EE

RI

N G

AN

D

AR

CH

IT

EC

TU

RE

ED

G

ED

G

RA

Y

JA

C

CO

TT

O N

W O

O D

RD

R

EC

O

N

ST

RU

CT

IO

N

C5.04

M O

N

TA

N A

BI

LL

IN

GS

F

IE

LD

O

FF

IC

E

8 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 5'

CULVERT 82 : CL ROAD STA: 781+70.67

-20 20 40

SCALE: 1" =

40'

9 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 5'

CULVERT 87 : ROAD CL STA: 843+98.19

-20 20 40

SCALE: 1" =

40'

E No.14108 PE

T

L CE SEN DI

P

RIKD.GARBERG

ANANOM

FO

R

ISSE

LANO E

REENIGN

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

AUTOCAD NAME:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DESIGN OFFICE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

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: 9/7/2022 9:55 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE: