Amendment 0002 - TN ERFO FS CHRKE804 2020-2(1).pdf

(x)

693C7326B000011 x x

1 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

ASHBURN VA 20147

ATTN: Construction

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: Acquisition & Contracts

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1406/17/20260002

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

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)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

05/06/2026

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.)

TN ERFO FS CHRKE804 2020-2(1)

The purpose of this Amendment is to:

1. Provide a summary of responses to questions/clarifications asked by interested bidders.

2. Provide an amended bid schedule pages B-1 through B-5.

3. Provide amended plan sheets A04, A05, A06, B01, B03, C03, C08, C10, D13, D14, M13, and

M15.

4. Reschedule the bid opening date to Thursday, July 9, 2026, at 2:00 p.m. EDT.

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)

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 .

Amendment 0002

Information Page 1 of 3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002

Project TN ERFO FS CHRKE804 2020-2(1)

Cherokee National Forest

Solicitation: 693C73-26-B-000011

The purpose of this Amendment is to:

1. Provide a summary of responses to questions/clarifications asked by interested bidders.

2. Provide an amended bid schedule pages B-1 through B-5.

3. Provide amended plan sheets A04, A05, A06, B01, B03, C03, C08, C10, D13, D14, M13, and M15.

4. Reschedule the bid opening date to Thursday, July 9, 2026, at 2:00 p.m. EDT.

Questions / Clarifications

The following questions and issues were submitted to EFLHD at eflhd.contracts@dot.gov. The

Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised, and some questions may not have been included. The Government’s direct response to the sender may also have been updated below for better clarity.

1. Sheets D13 & D14: The current scale does not fully depict the project area. Response:

The scale has been adjusted. See amended Sheets D13 and D14.

2. Sheet D14 (Station +8): The schedules on Sheet C08 indicate 5 cubic yards of Class 2 riprap at Station +8. However, Sheet D14 does not show any work at this location that would require riprap. Response: The Sheet reference on Sheet C08 has been corrected. See amended Sheet C08.

3. Sheet D14 (Station 1+01): The schedule lists 151 cubic yards of Class 4 riprap here. I assume this is for the elliptical culvert outfall, but the drawing does not show the extent of the placement Response: The scale has been adjusted. See amended Sheet D14.

4. Sheet M15: I reviewed the E&S plan to see if the LOD indicates the length of the Class 4 riprap, but the LOD does not appear to extend to the end of the riprap placement area.

Response: The scale has been adjusted. See amended Sheet M15.

5. Will the work at the other sites potentially jeopardize the schedule due to anticipated road closures? Response: Projects have been arranged such that there is at least one access route to the sites that does not involve going through other projects. All projects are constructed with periods of complete road closures so bidders should plan accordingly.

file://///fhfl15fileserve.flhd.fhwa.dot.gov/data/PROJECTS/_ACCESS/NY/Projects/natr/1e10/Proj_Dev/Eng_Coord/3Advertisement/Amendments/Amendment%201/Final%20Documents/eflhd.conracts@dot.gov

Information Page 2 of 3

6. A dry stack stone retaining wall exists at the location for the MSE wall on Paint

Mountain Road. Is this wall considered a historic feature. Response: The wall is not considered a historic feature.

7. Typically for FHWA project we will see Line Items associated for Temporary Water

Diversions. The large diameter culvert pipe (54" and 60" SCH A, 72" SCH B) will require some type of temporary diversion for pipe replacement. Please Advise if this needs to be added to the price schedules? Response: Any required temporary diversion needed for the pipe replacement is incidental to the pipe replacement.

8. Drawing D12, Flatwoods Road, MP 5.78, shows installing a MSE wall. The roadway in this area is existing asphalt paving. In order to install the MSE wall, the roadway will have to be excavated, and the asphalt will be removed. There are currently no line items for asphalt pavement repair. Please Advise if this needs to be added to the price schedules? Response: Asphalt pavement repair details and pay items have been added.

9. Drawing M13, Flatwoods Road, MP 5.78, shows installing a Cellular Confinement

System for Slope Stabilization. This drawing also outlines the LOD (limits of disturbance). Drawing B03 shows a typical section for the Cellular Confinement System, which shows the top section turned under, and what we assume is buried once trenched in the ground. The LOD doesn't allow enough room to allow this to happen. Are we allowed to clear additional to make this work? If so, how far back are we allowed to clear back? Also, the grade is too steep to access equipment. Will the contractor be allowed to gain access from another location that is safer to gain access to the top of the cellular construction area? Response: Sheet B03 has been updated to provide the dimensions for the limits of disturbance. Additional access points must be approved by the CO prior to bringing work.

10. Drawing D13, Paint Mountain Road, MP 4.81, shows installing a MSE Wall. This location seems to be directly over an existing drainpipe that carries a lot of water. Is the government expecting the MSE wall foundation to be above the existing large drain and go over? Or does a new culvert/box culvert etc. need to be installed at this location? If so, what size? Response: As shown on Sheet D13, backfill the existing 15-inch CPM at invert elevation 1293.46 with non-shrink grout.

11. In relation to the MSE walls designated in the plans, is there a particular style of facing that EFL is looking to have designed or does the contractor have flexibility in the design as long as it's not gabion? Response: The contractor may select the wall facing and must be approved by the CO prior to bringing work.

Information Page 3 of 3

12. Can EFL provide more information regarding the cellular confinement system? Sheet 18 has very limited information. Section sheets in the back of the plan set seem to show anchorage devices, but no details are provided in the plans. After visiting the site it would seem that re-grading the washed out area prior to installing geo confinement would be prudent, but those details are unclear. The types of geocell that would be acceptable is not clear. Is the expectation that the contractor will design this system? Response: See FP-24

Section 629 for additional requirements.

Bid Schedule (B Pages) Changes

Delete Bid Schedule pages B-1 through B-5 and substitute with the amended Bid Schedule pages

B-1 through B-5.

1. Revise Schedule C to add pay items 30101-2000 and 40301-0100 for asphalt and aggregate base.

Plan Sheet Changes

Delete plan sheets A04, A05, A06, B01, B03, C03, C08, C10, D13, D14, M13, and M15 and replace them with amended plan sheets A04, A05, A06, B01, B03, C03, C08, C10, D13, D14, M13, and M15.

1. Updated latitude and longitude callouts on sheets A04, A05, A06.

2. Added typical section on sheet B01.

3. Added dimensions and note on sheet B03.

4. Added pay items for asphalt and aggregate base on sheet C03.

5. Updated page reference on sheet C08.

6. Added pay items for asphalt and aggregate base on sheet C10.

7. Updated viewport area on sheets D13 and D14.

8. Added hatching for asphalt and label on sheet M13.

9. Revised LOD and updated viewport area on sheet M15.

BID SCHEDULE

Project No : TN ERFO FS CHRKE804 2020-2(1) Schedule : A

Project Name : Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road (FS 188), and Flatwoods Road (FS 87)

Schedule Type : Base

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION ALL LPSM

A0040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

A0060 15401-0000 CONTRACTOR

TESTING ALL LPSM

A0080 15701-0000 SOIL EROSION

CONTROL ALL LPSM

A0100 20101-0000 CLEARING AND

GRUBBING 0.600 ACRE

A0120 20104-0000 CLEARING 8.800 ACRE

A0140 20301-1200 REMOVAL OF

HEADWALL 7.000 EACH

A0160 20301-1900 REMOVAL OF PIPE

CULVERT 29.000 EACH

A0180 20420-0000 EMBANKMENT

CONSTRUCTION 2,743.000 CUYD

A0200 20425-1000 DITCH, EXCAVATION 46.000 LNFT

A0220 20443-0000 BERMS 11.000 LNFT

A0240 25101-0200 PLACED RIPRAP,

CLASS 2 294.000 CUYD

A0260 25101-0300 PLACED RIPRAP,

CLASS 3 16.000 CUYD

A0280 25101-0400 PLACED RIPRAP,

CLASS 4 285.000 CUYD

A0300 25501-0000

MECHANICALLY

STABILIZED EARTH

WALL

2,880.000 SQFT

A0320 25701-0000

CONTRACTOR

PROVIDED RETAINING

STRUCTURE DESIGN

ALL LPSM

A0340 30101-2000 AGGREGATE BASE

GRADING D 14,548.000 TON

A0380 30301-6000 ROADWAY

RECONDITIONING 4.920 MILE

A0400 30302-1000 DITCH

RECONDITIONING 53.000 LNFT

A0420 55201-1200

STRUCTURAL

CONCRETE, CLASS S

(SEAL)

2.000 CUYD

A0440 60201-0800 24-INCH PIPE

CULVERT 787.000 LNFT

A0460 60201-0900 30-INCH PIPE

CULVERT 37.000 LNFT

A0480 60201-1100 42-INCH PIPE

CULVERT 58.000 LNFT

A0500 60201-1200 48-INCH PIPE

CULVERT 115.000 LNFT

B-1Bid Schedule Project: TN ERFO FS CHRKE804 2020-2(1), Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road (FS 188), and Flatwoods Road (FS 87)

A0520 60201-1300 54-INCH PIPE

CULVERT 115.000 LNFT

A0540 60201-1400 60-INCH PIPE

CULVERT 81.000 LNFT

A0560 60704-0000 CLEANING CULVERT

IN PLACE 24.000 EACH

A0580 62501-0000 TURF

ESTABLISHMENT 0.400 ACRE

A0600 62903-0000

CELLULAR

CONFINEMENT

SYSTEM

316.000 SQYD

A0620 63501-0000 TEMPORARY TRAFFIC

CONTROL ALL LPSM

A0640 63701-0000 FIELD OFFICE 1.000 EACH

Submitted By: Schedule Total:

B-2Bid Schedule Project: TN ERFO FS CHRKE804 2020-2(1), Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road

Project No : TN ERFO FS CHRKE804 2020-2(1) Schedule : B

Project Name : Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road (FS 188), and Flatwoods Road (FS 87)

Schedule Type : Option

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

B0020 15101-0000 MOBILIZATION ALL LPSM

B0040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

B0060 15401-0000 CONTRACTOR

TESTING ALL LPSM

B0080 15701-0000 SOIL EROSION

CONTROL ALL LPSM

B0100 20101-0000 CLEARING AND

GRUBBING 0.300 ACRE

B0120 20301-1900 REMOVAL OF PIPE

CULVERT 1.000 EACH

B0140 25101-0200 PLACED RIPRAP,

CLASS 2 6.000 CUYD

B0160 25101-0400 PLACED RIPRAP,

CLASS 4 181.000 CUYD

B0180 25501-0000

MECHANICALLY

STABILIZED EARTH

WALL

1,020.000 SQFT

B0200 25701-0000

CONTRACTOR

PROVIDED RETAINING

STRUCTURE DESIGN

ALL LPSM

B0220 60201-0800 24-INCH PIPE

CULVERT 35.000 LNFT

B0240 60202-1200

72-INCH EQUIVALENT

DIAMETER ARCH OR

ELLIPTICAL PIPE

CULVERT

41.000 LNFT

B0260 62501-0000 TURF

ESTABLISHMENT 0.130 ACRE

B0280 63501-0000 TEMPORARY TRAFFIC

CONTROL ALL LPSM

Submitted By: Schedule Total:

B-3Bid Schedule Project: TN ERFO FS CHRKE804 2020-2(1), Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road

Project No : TN ERFO FS CHRKE804 2020-2(1) Schedule : C

Project Name : Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road (FS 188), and Flatwoods Road (FS 87)

Schedule Type : Option

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

C0020 15101-0000 MOBILIZATION ALL LPSM

C0040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

C0060 15401-0000 CONTRACTOR

TESTING ALL LPSM

C0080 15701-0000 SOIL EROSION

CONTROL ALL LPSM

C0100 20101-0000 CLEARING AND

GRUBBING 0.700 ACRE

C0120 25501-0000

MECHANICALLY

STABILIZED EARTH

WALL

3,456.000 SQFT

C0140 25701-0000

CONTRACTOR

PROVIDED RETAINING

STRUCTURE DESIGN

ALL LPSM

A002 C0145 30101-2000 AGGREGATE BASE

GRADING D 199.000 TON

A002 C0150 40301-0100 ASPHALT CONCRETE

PAVEMENT, TYPE 1

(TDOT grading D, PG64

-22) 108.000 TON

C0160 62501-0000 TURF

ESTABLISHMENT 0.530 ACRE

C0180 62903-0000

CELLULAR

CONFINEMENT

SYSTEM

697.000 SQYD

C0200 63501-0000 TEMPORARY TRAFFIC

CONTROL ALL LPSM

Submitted By: Schedule Total:

B-4Bid Schedule Project: TN ERFO FS CHRKE804 2020-2(1), Repair storm and flood damage on Paint Mountain Road (FS 54), Briar Creek Road

B-5

BID SUMMARY

Project TN ERFO FS CHRKE804 2020-2(1)

(1) Schedule A (Base Contract) BID Total (from Page B-2) = (1) $_________________________

(2) Schedule B (Government Option 1) BID Total (from Page B-3) = (2) $_________________________

(3) Schedule C (Government Option 2) BID Total (from Page B-4) = (3) $_________________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT =

(1) + (2) + (3) $_________________________

Maximum Time Allowed for the Contract if Schedules A, B, and C are Awarded at the Same Time:

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 239 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the contract as Schedule A only, the performance period to complete all

Schedule A work will be 107 calendar days and will start on the effective date of Schedule A’s Notice to

Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 67 calendar days and will start on the effective date of

Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 105 calendar days and will start on the effective date of

Schedule C’s Notice to Proceed.

SCHEDULE A

BRIAR CREEK ROAD

N

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION

Longitude: -82.4014082°

Latitude: 36.2276960°

Begin Project

Longitude: -82.3652227°

Latitude: 36.2209167°

End Project

Dry Creek Road

CHEROKEE NATIONAL FOREST

Scale in Feet

0 60003000

VICINITY MAP

:0

P

M

J u n e

N e w

B C

S h e e t] c p w w o r k in g

\i n f r a

\j f ie ld s \d

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06/15/26 JMF AMD #2 - Updated Latitude/Longitude callouts.

AMENDMENT NO.2 PROJECT

NUMBER

SHEET

A04

TN ERFO FS CHRKE804 2020-2(1)

FS 188

Briar Creek Road

SCHEDULE B

PAINT MOUNTAIN ROAD

N

Longitude: -82.8971393°

Latitude: 35.9469522°

Begin Project

Longitude: -82.8969388°

Latitude: 35.9472709°

End Project

Paint Mountain Road

Lower Paint Creek Road

FS 54

Paint Mountain Road

U.S. DEPARTMENT OF TRANSPORTATION

Longitude: -82.9007443°

Latitude: 35.9537497°

84" by 57" Elliptical (Begin Alignment)

Longitude: -82.9006474°

Latitude: 35.9537937°

84" by 57" Elliptical (End Alignment)

0 40002000

VICINITY MAP

:3

J u n e

N e w

P M

S h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\A

M E

N D

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06/15/26 JMF AMD #2 - Updated Latitude/Longitude callouts.

AMENDMENT NO.2 PROJECT

A05

SCHEDULE C

FLATWOODS ROAD

N

Longitude: -82.0382773°

Latitude: 36.5147551°

End Project

Little Oak Road

U.S. DEPARTMENT OF TRANSPORTATION

Longitude: -82.0392781°

Latitude: 36.5144037°

Begin Project

Big Creek Road

FS 87

Flatwoods Road

0 40002000

VICINITY MAP

:3

J u n e

N e w

F W

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06/15/26 JMF AMD #2 - Updated Latitude/Longitude callouts.

AMENDMENT NO.2 PROJECT

A06

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

NOT TO SCALE

See Detail A the subgrade elevation minimum of 6 inches below

Reestablish ditch flow line a

Abutment face class seal S

Structural concrete, Fill void with

Existing footing

See Detail A

See Detail A

FLATWOODS ROAD (FS 87)

204+93 TO 206+93

159+69 TO 161+19

136+31 TO 145+00

124+25 TO 127+90

80+00 TO 90+20

2+20 TO 30+50

2+20 TO 249+61

NOTES:

restabilize foundation to prevent undermining.

Clean up debris and grade to drain. Grout underneath to

AOP Foundation Repair the plans or as directed by the CO.

Regrade all existing roadway ditches to the limits shown in

Ditch reconditioning turnouts, and other road structure variations.

way width. Travel way includes shoulders, curve widening, Place aggregate within traveled way. Match existing travel

Traveled way widths.

necessary or as directed by the CO.

road aggregate to large rocks. Remove protruding rocks as and provide a minimum cover of 6 inches from bottom of

Reconstruct roadbed to reestablish roadway cross slopes

Embankment construction proposed roadway surface.

trunk as practicable and to a height of 14 feet above the removal. Trim tree limbs by sawing as near flush with the from a stream course unless tree is specifically marked for stream side of road when road edge is less than 100 feet

Do not clear trees greater than 8 inches in diameter on

Clearing Limits

TYPICAL SECTION

Existing Ground

1.5:1

1.5 :1

4%-6% 4%-6%

6" min.

6" Depth

Grading D, Aggregate Base

Recondition Ditch

V a rie s Traveled Way Varies

(14' +/-)7' 7'1 1

WITH SPECIAL FILL CONDITION

TYPICAL SECTION

Existing Ground

1.5:1

1.5 :1

4%-6% 4%-6%

6" MIN.

6" Depth

Grading D, Aggregate Base

Recondition Ditch

V a rie s

Traveled Way Varies

(14' +/-)7' 7'1 1 when specified in the plans

Special fill embankment construction

Clearing Limits

Roadway Reconditioning Limits

1:1 1.

5:

Detail A

FOUNDATION REPAIR

AOP

124+25

Clearing Limits

Roadway Reconditioning Limits

0+05 TO 2+40

MSE Wall

1.5:1

1.5 :1

2%-10% 2%-10%

6" min.

Recondition Ditch

Traveled Way Varies

(19' +/-)

6" Depth

Grading D, Aggregate Base

3.5" Depth

Pavement, Type 1, Asphalt Concrete

PAVEMENT RESTORATION AT MSE WALL

TYPICAL SECTION

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R o a d w a y T y p ic a l

S e c ti o n s p w w o r k in g

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TYPICAL SECTIONS

AMENDMENT NO.2

06/15/26 JMF AMD #2 - Added typical section.

PROJECT

B01

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

NOT TO SCALE

Geocell with max density

Fill with topsoil

Non-woven geotextile (optional)

Subgrade

FLATWOODS ROAD (FS 87)

BRIAR CREEK ROAD (FS 188)

CELLULAR CONFINEMENT SYSTEM

V a r ie s

GENERALIZED CELLULAR CONFINEMENT SYSTEM SECTION

20+50 to 21+50

2+30 to 3+10 confinement system indicated by hatching on plans.

Complete extents inclusive of anchoring for cellular except paved surfaces, traveled way, or rock face.

Apply turf establishment to all disturbed area approved or directed by the CO.

Adjust the construction limits to fit field conditions as

Refer to the geotechnical report for site conditions.

NOTES:

1'

M

IN

IM

U

M

TYPICAL SECTIONS

AMENDMENT NO.2

06/15/26 JMF AMD #2 - Added dimensions and note.

PROJECT

TN ERFO FS CHRKE804 2020-2(1) B03

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

FLATWOODS ROAD (FS 87)

2 2

2 06/15/2026 JMF AMD #2 - Added pay items for asphalt and aggregate base.2 :4

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C

E

W D ra in

E S

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SCHEDULE C

SUMMARIES AND SCHEDULES

AMENDMENT NO.2 PROJECT

C10

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

1,296 1,296

1,298 1,298

1,300 1,300

1,302 1,302

1,304 1,304

1,306 1,306

1,308 1,308

1,310 1,310

1,312 1,312

1,314 1,314

1,316 1,316

1,318 1,318

1,320 1,320

1,322 1,322

1,324 1,324

1,326 1,326

1,328 1,328

1,330 1,330

END BURIED

G P S

J H

J H

B H

G P S

H

P

LOD

LOD

LOD

LO

D

LO

D

LOD

L O

D

L O

D

L O

D

LO

D

LOD

LOD

LOD

L O

D

LOD

L O

D

LO

D

LO

D

LO

D

O ffs e t

B

B

IE 1

.00

IE

4.

N v a r

E 2886784.152

N 601925.589

0+61.66

BEGIN WORK

E 2886839.798

N 602043.437

1+95.32

END WORK

Centerline

Offset varies 11' to 17'

Bottom of MSE wall, 0+98.00 to 1+48.00

Wall Typical Section

See MSE

IE 1293.46'

Washout

Existing

I N P

R O

F I L E

S E

E N

O T

E

EOT (typ.)

Existing

EOT (typ.)

Existing

See MSE Wall Typical Section

Existing ground

0+98.00 to 1+48.00

Bottom of MSE wall, elev. 1306 existing cross slope or crown.

existing ground elevation. Maintain transitions between the overlay and

NOTE: Provide gradually graded

See Note

Match existing elev.

0+61.66

BEGIN WORK

See Note

Match existing elev.

1+95.32

END WORK

needed to fit field conditions as approved by the CO.

shown on the plans. Adjust proposed pipe locations as alignment data is not provided except for select areas as to follow the existing curvature of the roadway, therefore variations compared to the actual alignment. The intent is

GIS, not from survey equipment. This could result in minor

The project baseline and pipe locations were created from

NOTE

Construct new 24" CMP

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLAN-PROFILE

PAINT MOUNTAIN ROAD (FS 54)

SCHEDULE B

MP 4.81

wall designer.

designed by the Contractor's the stepping of the MSE wall are to be

NOTE: The dimensions and drawings for w/ non-shrink grout

Backfill existing 15" CMP @ IE 1293.46

2%

Underdrain, see Det. E605-A

C

M P e = ___ '70.90L = '36.43T = '125.00R = (RT)32°30'00"Δ = 1+39.52PI e = ___ '6.98L = '3.50T = '50.00R = (LT)08°00'00"Δ = 1+98.26PI

Scale in Feet

CHEROKEE NATIONAL FOREST

0 20 40

Scale in Feet

:1

J u n e p a in t5

-1

S h e p w w o rk in g

\i n fr a

\j fi e ld s \d

\A

M E

N D

T N

E R

F O

-2

-2 (1 p ln p p

.d g n

06/15/26 JMF AMD #2 - Updated viewport area.

AMENDMENT NO.2 PROJECT

D13

Existing EOT (typ.)

Centerline

Existing EOT (typ.)

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLAN-PROFILE

PAINT MOUNTAIN ROAD (FS 54)

SCHEDULE B

MP 0.00

E 2885627.7187

N 604362.5537

0+91.00

BEGIN WORK

E 2885655.9190

N 604379.4676

1+25.00

END WORK

See Note

Match existing elev.

0+91.00

BEGIN WORK

See Note

Match existing elev.

1+25.00

END WORK

existing cross slope or crown.

existing ground elevation. Maintain transitions between the overlay and

NOTE: Provide gradually graded

P-FSR54-1

IE 1565.19

84" by 57" ELLIPTICAL CULVERT

STA 1+00.84

and return to forest service.

Note: Contractor to salvage existing pipe

N32°20'36"W

S '0 "E

P C

.3

PT

.5

P O

B

.0

PO

E 1+

.0

ELLI

PT

ICAL

CULVERT

0+00 0+50 1+00 1+50

1,564 1,564

1,566 1,566

1,568 1,568

1,570 1,570

1,572 1,572

1,574 1,574

1,576 1,576

0+10 0+20 0+30 0+40 0+60 0+70 0+80 0+90 1+10 1+20 1+30 1+40

0 10 20

Scale in Feet

CHEROKEE NATIONAL FOREST

:3

J u n e p a in t5 h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\A

M E

N D

T N

E R

F O p ln p p

.d g n

06/15/26 JMF AMD #2 - Updated viewport area.

AMENDMENT NO.2 PROJECT

D14 needed to fit field conditions as approved by the CO.

shown on the plans. Adjust proposed pipe locations as alignment data is not provided except for select areas as to follow the existing curvature of the roadway, therefore variations compared to the actual alignment. The intent is

GIS, not from survey equipment. This could result in minor

The project baseline and pipe locations were created from

NOTE

.0

2 3

LOD LOD

L O

D L

O D

L O

D L

O D

LOD

LOD

LOD

LOD

L O

DL

O

D

LO

D

LOD

LOD

LOD

L O

D

LOD

LOD

LOD

L O

D L

O D

L O

D

LOD

LOD

LOD

LOD

LOD

L O

D

LOD

R

C P

P

R

EB

-C

A

P

R

EB

-C

A P

C A

M P

TO

M H

O W

A R D R

D

P

TR

A V M

A G

WASHOUT AREA

Centerline

Limits of disturbance

See Detail E157-04

Fiber roll (typ.)

Existing EOT (typ.)

Proposed EOT (typ.)

See Detail E157-04 at 20' max. spacing

Fiber roll check dam (typ.)

MSE wall

Cellular Confinement System Slope Stabilization

U.S. DEPARTMENT OF TRANSPORTATION

FLATWOODS ROAD (FS 87), MP 5.78

CHEROKEE NATIONAL FOREST

Replacement

Full Depth Asphalt

BEGIN WORK

STA 0+01.02

N 817833.346

E 3132465.938

END WORK

STA 3+46.60

N 817483+621

E 3132177.233

Scale in Feet

0 8040

:2

J u n e e s c

F la tw o o d p w w o r k in g \i n f r a \j f ie ld s \d

\A

M E

N D

T

N E

R F

O p ln e c .d g n

SEDIMENT CONTROL PLAN

EROSION AND

AMENDMENT NO.2

06/15/26 JMF AMD #2 - Added hatching for asphalt and label.

PROJECT

M13

LO

D

LO

D

LODLOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

L O

D L

O D

L O

D L

O D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

L O

D

L O

D

L O

D

L O

D

L O

D L

O D

L O

D

L O

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

L O

D

L O

D

N

Centerline

Limits of disturbance

Existing EOT (typ.)

BEGIN WORK

0+91.00

N 604363.7659

E 2885633.4933

Fiber Roll (typ.)

See Detail E157-04

END WORK

1+25.00

N 604379.4676

E 2885655.9190

ELL

IPT

IC

AL

CULVERT

0+18.00

8ft-0in

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN ROAD (FS 54), MP 0.00

CHEROKEE NATIONAL FOREST

Scale in Feet

0 2010 SEDIMENT CONTROL PLAN

EROSION AND 2

:4

J u n e

B

L

P a in t2

S h e p w w o r k in g \i n f r a \j f ie ld s \d

\A

M E

N D

T

N E

R F

O p ln e c .d g n

AMENDMENT NO.2

06/15/26 JMF AMD #2 - Revised LOD and updated viewport area.

PROJECT

M15