Attachment 2 - Spec and Drawings_Briar Patch.pdf

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Attached to
Apalachicola National Forest- Briar Patch Road Maintenance
Solicitation number
12441922R0003
Issued by

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Written by GovTribe AI ·

This document provides specifications and drawings for Briar Patch Road Maintenance services required by the USDA Forest Service Apalachicola National Forest. The scope of work includes soil erosion and pollution control, removing and disposing of old culverts, constructing a 100-foot low water crossing, providing roadway aggregate, roadway reconditioning, road and ditch reconditioning, culvert installation, and temporary traffic control. The location of services is in the Apalachicola National Forest in Liberty County, Florida. A site visit will be held on June 21, 2022. The solicitation will be awarded as a fixed-price contract using lowest price technically acceptable procedures under NAICS code 237310. This is a 100% small business set aside for new requirements with no incumbent contractor.

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Other files

File Type Posted
REVISED Section E - Contract Provisions_Briar Patch.pdf PDF
12441922R0003 Amendment 002.pdf PDF
Questions and Answers_Briar Patch_Amendment 002.pdf PDF
REVISED Attachment 1 - SOW_Briar Patch_070122.pdf PDF
REVISED- Attachment 3 - Supplemental Specifications_Briar Patch.pdf PDF
Pre-bid site visit sign-in_Briar Patch.pdf PDF
Questions and Answers_Briar Patch.pdf PDF
12441922R0003 Amendment 001.pdf PDF
REVISED Section B - Schedule of Items_Briar Patch.pdf PDF
REVISED Attachment 1 - SOW_Briar Patch.pdf PDF
Section D - Contract Documents Exhibits or Attachments_Briar Patch.pdf PDF
Attachment 1 - SOW_Briar Patch.pdf PDF
Attachment 3 -Supplemental Specifications_Briar Patch.pdf PDF
Section C - Contract Clauses_ Briar Patch.pdf PDF
SF-1449 12441922R0003.pdf PDF
Section F - Reps and Certs_ Briar Patch.pdf PDF
Section E - Soliciation Provisions_Briar Patch.pdf PDF
Attachment 5 - Relevant Experience Questionnaire.doc DOC document
Section B - Schedule of Items_Briar Patch.pdf PDF
Attachment 4 - SCA Wage Rates- Liberty County FL.txt TXT text file
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PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF1

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET

2 GENERAL NOTES

3 PROJECT LOCATION MAP

4 PIT LOCATION MAP

5 APPROACH "A" DETAILS

6 APPROACH "B" DETAILS

7 TYPICAL ROADWAY SECTIONS

8 TYPICAL ROADWAY SECTIONS

9 TYPICAL SURFACING SECTIONS

10 TYPICAL LIMEROCK DIP DETAIL

11 TYPICAL CULVERT INSTALLATION

12 DITCH DETAILS

13 EROSION CONTROL DEVICES

14 TYPICAL SEDIMENT BASIN

15 ROLLING DIP

16 SCHEDULE OF ITEMS

To Northern-most project road, NFR 171-H - 23.9 miles from the USDA District Office Ranger Station, Forest Service, 11152 FL-20, Bristol, FL 32321.

From the District Office - Head west 108 ft; Turn left toward FL-20 W 213 ft; Turn right onto FL-20 W 0.4 mi; Turn left onto Co Rd 12 14.1 mi; Continue onto Co Rd 379

- Destination will be on the right 9.3 mi.

RECOMMENDED BY:

REVIEWED BY:

FOREST ENGINEER DATE

T.M.A.

DATE

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Briar Patch Road Maintenance

Woods Road (WR) #2, WR #3, WR #4, NFR 115, NFR 115-H, NFR 115-K, NFR 115-W, NFR 171, NFR 171-A, NFR 171-B, NFR 171-C, NFR 171-D, NFR 171-F, and NFR 171-H will be priority roads for this contract. They must be completed first.

These roads will be completed SECOND: WR #1, NFR 115-A, NFR 115-B, NFR 115-B1, NFR 115-B14, NFR 115-C, NFR 115-C11, NFR 115-C12, NFR 115-C2, NFR 115-C3, NFR 115-G, NFR 115-L, NFR 115-M, NFR 115-N, NFR 115-T, NFR 115-U, NFR 115-V, NFR 115-Y, and NFR 179-J will be completed after the priority roads are completed.

STATE OF FLORIDA

LIBERTY COUNTY

NATIONAL FORESTS IN FLORIDA

APALACHICOLA NATIONAL FOREST

(R08) SOUTHERN REGION

United States Department of Agriculture

Forest Service

APPROVED:

DISTRICT RANGER

DATE

ARCHEOLOGIST

DATE

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GENERAL NOTES

1. APPLICABLE SPECIFICATIONS FOR THE PROJECT ARE THE FEDERAL

HIGHWAYS ADMINISTRATION STANDARD SPECIFICATIONS FOR THE

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS (FP-14) AND THE FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS TO THE FP-14 (FSSS).

2. CONSTRUCTION WARNING SIGNS SHALL BE FURNISHED AND INSTALLED

PERMANENTLY ON POSTS BY THE CONTRACTOR PRIOR TO BEGINNING

CONSTRUCTION IN ACCORDANCE WITH PART “G” OF THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS

(MUTCD), FEDERAL HIGHWAY ADMINISTRATION.

3. ROADS USED AS HAUL ROADS DURING THE CONSTRUCTION SHALL BE

MAINTAINED BY THE CONTRACTOR DURING HAULING OPERATIONS.

4. CONSTRUCTION DURING WET GROUND CONDITIONS WHICH RESULT IN

UNAUTHORIZED BORROW QUANTITY OVER RUNS WILL NOT BE

JUSTIFICATION FOR QUANTITY OR PRICE ADJUSTMENTS. BORROW

ESTIMATES ARE BASED ON CONTRACT QUANTITIES.

5. CONTRACTOR SHALL BEAR THE COST OF TEMPORARY EROSION

CONTROL REQUIRED AS A RESULT OF THE CONTRACTOR’S

INTERRUPTION OF THE ROAD WORK FOR OTHER THAN WEATHER

CONDITIONS.

6. STRAW WATTLES SHALL BE CERTIFIED WEED FREE AND

BIODEGRADABLE.

7. EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LANDS

AND RECYCLED OR DISPOSED OF LEGALLY PER APPLICABLE FEDERAL,

STATE, AND COUNTY LAWS AND CODES.

8. CONSTRUCTION TOLERANCE CLASS “B” PER FSSS SECTION 204.13.

9. ENDANGERED SPECIES PROTECTION: JAN 1st. TO DEC 31st.

10. CLEARING AND GRUBBING, DISPOSAL OF TOP, LIMBS, LOGS, AND

STUMPS SHALL BE ACCORDING TO FSSS SECTION 203.05(f).

11. REMOVE SNAGS WITHIN 100 FEET OF CENTER LINE OF ROAD AS

DETERMINED BY CONTRACTING OFFICER (CO).

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

GENERAL NOTES

02/14/2022

FS090523_R102013_L1-002.dwg

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M.PARRONDO

S.WALLER

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DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

PROJECT

LOCATION MAP

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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PIT DEVELOPMENT NOTES:

1. WORK SHALL CONFORM TO THE REQUIREMENTS OF

FP-14 SECTION 105, AND AS NOTED ON THE PLANS. THIS WORK IS

CONSIDERED INCIDENTAL TO PAY ITEM 32203. NO PIT ENTRY

SHALL BE MADE WITHOUT PRIOR SCHEDULING AND/OR

PERMISSION FROM THE COR/ER; CONTACT THE

APALACHICOLA ENGINEERS OFFICE AT 850-575-9064 EXT.

6608 FOR SCHEDULING.

2. CLEAR AND GRUB AS PER REQUIREMEN TS OF FP- 14

SPECIFICATION 201.

3. EXCAVATION OF MATERIAL FROM PIT: THE MATERIAL

SHALL BE REMOVED FROM THE PIT IN ACCORDANCE WITH THE

COR/ ER, AND NO MA TERI AL SHALL BE REMOVED UNTIL

THEN. MATERIAL PITS SHALL BE EXCAVATED NEATLY TO THE

DEPTH OF THE EXISTING PIT. WHERE THE BOTTOM IS ABOVE

NORMAL WATER TABLE IT SHALL BE SLOPED TO DRAIN AS

DIRECTED BY THE COR/ER.

4. BLENDING MATERIALS: WHERE THE MATERIAL IS

OBTAINED FROM STRATIFIED PITS FOR WHICH BLENDING IN THE PIT

IS NECESSARY IN ORDER TO OBTAIN THE DESIRED SAND/CLAY

BLEND, AS DETERMINED BY THE COR/ER, THE EXCAVATING

EQUIPMENT SHALL WORK THE ENTIRE FACE AS NECESSARY

OR AS DIRECTED.

5. OVERBURDEN NOT USED AS PER NOTE #4, SHALL BE

DISPOSED OF IN THE AREA NOTED ON THE PIT DEVELOPMENT PLAN

OR AS DESIGNATED BY THE COR/ER.

6. RESTORATION:

A. SHAPE PIT SIDE TO A MINIMUM OF 3: 1 SLOPE.

B. UPON COMPLETION OF HAULING, ACCESS ROAD

SHALL BE GRADED AND ANY NECESSARY DRAINAGE WORK DONE

TO PREVENT ENVIRONMENTAL DAMAGE.

C. UPON COMPLETION OF EXCAVATION FROM A WET

PIT, ALL BERMS "SHALL" BE REMOVED.

D. ANY STOCKPILED MATERIAL IN THE PIT PRIOR TO

COMMENCING WORK MAY BE USED BY THE CONTRACTOR, WITH

COR/ER APPROVAL, AND AN EQUAL AMOUNT RESTOCKED AFTER

HAULING OPERATIONS HAVE ENDED.

DESIGNATED HAULING ROUTE

APALACHICOLA DISTRICT:

INTERSECTION OF NFR 174 AND NFR 109 PIT. HAUL WEST

ON NFR 109 TO FL-379 AND SOUTH ON FL-379 TO THE

BRIAR PATCH PROJECT AREA.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

PIT

LOCATION MAP

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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APPROACH "A" DETAILS

NOT TO SCALE

R

℄ ROAD

APPROACH STATION

90° UNLESS OTHERWISE

STATED ON THE PLANS

50' R UNLESS

OTHERWISE STATED

ON THE PLANS

T R

A V

E L

D

W

A Y

A A

PLAN VIEW

10'

TRAVELED WAY

2%

SEEDING LIMITS 10'

CLEARING & GRUBBING LIMITS

2%

1'

SEEDING LIMITS

1'

NOTES

1. COMPACTION SHALL BE ACCOMPLISHED BY HAULING

AND SPREADING EQUIPMENT.

2. UNLESS OTHERWISE APPROVED BY THE CO,

COARSE AGGREGATE SHALL MEET THE

REQUIREMENTS OF FLORIDA DEPARTMENT OF

TRANSPORTATION SPECIFICATION 901-1.4.

SECTION A-A

PROFILE

TRAVELED WAY CONSTR. AND/OR SURFACING LIMITS - 100'

SLOPE VARIES

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

APPROACH "A"

DETAILS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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M

X

APPROACH "B" DETAILS

NOT TO SCALE

℄ ROAD

APPROACH STATION

50' R UNLESS

OTHERWISE STATED

ON THE PLANS

A

T R

A V

E L E

D

W

A Y

A

PLAN VIEW

TRAVELED WAY

10'

2%

10'SEEDING LIMITS

2%

SEEDING LIMITS

1' 1'

CLEARING & GRUBBING LIMITS

NOTES

1. COARSE AGGREGATE SHALL BE TRUCK DUMPED

AND MACHINE SPREAD OVER GEOTEXTILE FABRIC.

2. COMPACTION SHALL BE ACCOMPLISHED BY

OPERATING HAULING AND SPREADING EQUIPMENT

OVER MATERIAL.

3. INSTALL WOVEN GEOTEXTILE FABRIC FOR

SEPARATION AND STABILIZATION PER FP-14 SECTION

207.04 OR MANUFACTURERS SPECIFICATION.

4. UV RESISTANT WOVEN GEOTEXTILE FABRIC FOR

SEPARATION AND STABILIZATION SHALL CONFORM

TO FP-14 SECTION 714 TABLE 714-1.

5. FABRIC OVERLAP SHALL BE MINIMUM OF 3 FEET.

COARSE AGGREGATE SHALL BE PLACED ON LAP

PRIOR TO PLACING COARSE AGGREGATE ON SINGLE

LAYERS OF FABRIC, TO PREVENT LATERAL

MOVEMENT.

6. ALL MATERIALS TO BE PROVIDED BY THE

CONTRACTOR.

7. UNLESS OTHERWISE APPROVED BY THE CO,

COARSE AGGREGATE SHALL MEET THE

REQUIREMENTS OF FLORIDA DEPARTMENT OF

TRANSPORTATION SPECIFICATION 901-1.4.

SECTION A-A

PROFILE

25'

MIN.

35'

MAX.

X

CONSTR. AND/OR SURFACING LIMITS - 100'TRAVELED WAY

UV RESISTANT WOVEN

GEOTEXTILE FABRIC PER

FP-14 SECTION 714

12" F-DOT SIZE NO. 4

COARSE AGGREGATE

90° UNLESS OTHERWISE

STATED ON THE PLANS

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

APPROACH "B"

DETAILS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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M I N

M I N

CLEARING LIMITS

SEEDING

(VARIES)

6' S.L.

10' D.L.

M

A

X

TYPICAL ROADWAY SECTIONS

NOT TO SCALE

6' S.L.

10' D.L.

SEEDING

(VARIES)

1'

MIN.

2% M

IN

C O

N S

T

L

I M

I T

S

NATIVE MATERIAL

SUBGRADE

(RECONSTRUCTION)

FILL SECTION

(RECONSTRUCTION)

2% M

IN

CUT SECTION

6' S.L.

10' D.L.

SEEDING

(VARIES)

1'

MIN.

2% M

IN

C O

N S

T

L

I M

I T

S

1'

MIN.

C O

N S

T

L

I M

I T

S

EXISTING SECTION

SEEDING

(VARIES)

2% M

IN

6' S.L.

10' D.L.

M

A

X

1'

MIN.

C O

N S

T

L

I M

I T

S

M I N

NOTES

1. TRAVELED WAY SHALL BE SHAPED PRIOR TO

PLACEMENT OF MATERIAL.

2. BORROW SHALL BE AT OR BELLOW OPTIMUM

MOISTURE AT THE TIME OF PLACEMENT UNLESS

OTHERWISE APPROVED BY THE CO.

3. AREAS WITHIN CLEARING AND GRUBBING LIMITS

THAT DO NOT REQUIRE WORK HAVE NOT BEEN

INCLUDED IN DESIGN QUANTITIES FOR PAYMENT.

EXISTING SECTION

S E

E

W

O R

K

D

E S

C R

I P

T I O

N

S H

E E

T S

F

O

C T

U A

L

L

E N

G T

H

TYPICAL DOUBLE LANE TRANSITION

GRUBBING LIMITS

SUBGRADE

TRAVELED WAY

CLEARING LIMITS

GRUBBING LIMITS

TRAVELED WAY

T R

A N

S I T

T R

A N

S I T

V A

R I E

S

S.L.

WIDTH

D.L.

WIDTH

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

TYPICAL ROADWAY

SECTIONS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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NOTES

1. TRAVELED WAY SHALL BE SHAPED PRIOR TO

PLACEMENT OF MATERIAL.

2. BORROW SHALL BE AT OR BELLOW OPTIMUM

MOISTURE AT THE TIME OF PLACEMENT UNLESS

OTHERWISE APPROVED BY THE CO.

3. AREAS WITHIN CLEARING AND GRUBBING LIMITS

THAT DO NOT REQUIRE WORK HAVE NOT BEEN

INCLUDED IN DESIGN QUANTITIES FOR PAYMENT.

NOT TO SCALE

TYPICAL ROADWAY SECTIONS

EXISTING SECTION

OUTSLOPE SECTION

(RECONSTRUCTION)

6' S.L.

10' D.L.

SEEDING

(VARIES)

1'

MIN.

2% M

IN

M I N

6' S.L.

10' D.L.

SEEDING

(VARIES)

1'

MIN.

OUTSLOPE WITH DITCH SECTION

(RECONSTRUCTION)

2% M

IN

X

EXISTING SECTION

2% M

IN

M I N

2% M

IN

NATIVE MATERIAL

SUBGRADE

6' S.L.

10' D.L.

SEEDING

(VARIES)

1'

MIN.

6' S.L.

10' D.L.

SEEDING

(VARIES)

1'

MIN.

X

SUBGRADE

CLEARING LIMITS

GRUBBING LIMITS

TRAVELED WAY

CLEARING LIMITS

GRUBBING LIMITS

TRAVELED WAY

NATIVE MATERIAL

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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G;

(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

TYPICAL ROADWAY

SECTIONS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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TYPICAL SURFACING SECTIONS

NOT TO SCALE

TRAVELED WAY

BERM TO CONFINE CLAY

SURFACING WHILE MIXING.

USE BERM MATERIAL TO

DRESS OUT DITCH SLOPE

BOX OUT TRAVEL WAY, APPROACHES AND

INTERSECTIONS BY LIGHTLY GRADING AND FORM

A BERM TO CONFINE SURFACING WHILE MIXING

6' S.L.

10' D.L.

SURFACING SECTION

2%

CRUSHED LIMEROCK AND/OR CLAY

(SEE SURFACING SCHEDULE)

6' S.L.

10' D.L.

DRESS OUT DITCH

SLOPE WITH BERM

MATERIAL

6' S.L.

10' D.L.

FINISH SECTION

TRAVELED WAY

2%

6' S.L.

10' D.L.

CLEARING & GRUBBING LIMITS

COMPACTED

SURFACING MATERIAL

NOTES

1. LIMEROCK SHALL MEET CURRENT FLORIDA

DEPARTMENT OF TRANSPORTATION SPECIFICATION

SECTION 911 FOR LIMEROCK BASE.

2. GRADATION AND SIZE REQUIREMENTS SHALL MEET

THE REQUIREMENTS FOR LIMEROCK ROAD BASE.

SHELL MATERIAL IS NOT ACCEPTABLE.

3. CERTIFICATION OF LIMEROCK QUALITY SHALL BE

FURNISHED BY THE SUPPLIER PRIOR TO PLACEMENT

OF LIMEROCK.

4. OBLITERATE ALL BERMS TO ALLOW UNOBSTRUCTED

FLOW OF RUN-OFF INTO DITCHES.

5. LIMEROCK SURFACING WILL BE FIELD-STAKED BY

THE CO.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

TYPICAL SURFACING

SECTIONS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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NOTES

1. ULTRAVIOLET WOVEN GEOTEXTILE FABRIC SHALL

CONFORM TO FP-14 SECTION 714 TABLE 714-1 FOR

SEPARATION AND STABILIZATION.

2. INSTALL GEOTEXTILE FABRIC FOR SEPARATION AND

STABILIZATION PER FP-14 SECTION 207.04 OR

MANUFACTURERS SPECIFICATION.

3. GRANULAR FILL MATERIAL SHALL BE DUMPED AND

MACHINE SPREAD OVER GEOTEXTILE FABRIC. DO

NOT OPERATE EQUIPMENT DIRECTLY ON THE

SYNTHETIC FABRIC.

4. COMPACTION SHALL BE ACCOMPLISHED BY

OPERATING SPREADING AND HAULING EQUIPMENT

OVER MATERIAL.

5. FABRIC OVERLAP SHALL BE A MINIMUM OF 3 FEET.

COARSE AGGREGATE SHALL BE PLACE ON LAP

PRIOR TO PLACING COARSE AGGREGATE ON SINGLE

LAYERS OF FABRIC, TO PREVENT LATERAL

MOVEMENT.

6. UNLESS OTHERWISE APPROVED BY THE CO,

LIMEROCK SHALL MEET THE REQUIREMENTS OF

F-DOT SIZE NO. 4 COARSE AGGREGATE.

25' 25'

VARIES

(SEE WORK

DESCRIPTION)

EXISTING ROAD

SURFACE

12" F-DOT SIZE NO. 4

COARSE AGGREGATE

VARIES

(SEE WORK

DESCRIPTION)

UV RESISTANT WOVEN

GEOTEXTILE FABRIC PER

FP-14 SECTION 714

PROFILE VIEW

FLAT BOTTOM

PLAN VIEW

C L

E A

R I N

G

G R

U B

B I N

G

L

I M

I T

S

M I N

FLOWLINE

FLOWLINE

25' 25'

EXISTING ROAD

SURFACE

12'

MIN.

3" - 6 " OR AS STAKED

BY THE CO

SECTION A-A

TYPICAL LIMEROCK DIP DETAIL

NOT TO SCALE

UV RESISTANT WOVEN GEOTEXTILE

FABRIC PER FP-14 SECTION 714

A

A

FINISHED GRADE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

TYPICAL LIMEROCK

DIP DETAIL

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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I N

C

O V

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S

N

T

E

TYPICAL CULVERT INSTALLATION

NOT TO SCALE

0%

CROSS SECTION

PROFILE

PREVIOUSLY

COMPACTED SUBGRADE

10% OF "D"

OR "H"

6" MIN.

DIAMETER (D)

OR HEIGHT (H)

X

DIAMETER (D)

OR SPAN (S)

SELECTED

BACKFILL MATERIAL

BORROW MATERIAL

RIPRAP OUTLET DETAIL

X

UV RESISTANT WOVEN GEOTEXTILE

FABRIC PER FP-14 SECTION 714

BEDDING MATERIAL

NOTES

1. INSTALL PER FP-14 SECTION 209. PLACE BEDDING

PER FP-14 SECTION 209.08(b). BACKFILL PER FP-14

209.09.

2. MINIMUM TRENCH WIDTH MUST ALLOW FOR PROPER

COMPACTION OF HAUNCH MATERIALS UNDER THE

PIPE.

3. MINIMUM COVER IS EQUAL TO SUBGRADE BEFORE

SURFACING. MINIMUM COVER HEIGHT PER

MANUFACTURERS SPECIFICATION, OR 1.5 FEET,

WHICHEVER IS GREATER.

4. MINIMUM SPACING BETWEEN CULVERTS, EDGE TO

EDGE, IS 3 FEET OR ½ DIAMETER, OR ½ OF SPAN,

WHICHEVER IS LARGER, UNLESS OTHERWISE

STATED IN THE PLANS.

5. WHEN THE CULVERT IS INSTALLED PRIOR TO

CONSTRUCTING SUBGRADE, THIS DISTANCE SHALL

BE 2 PIPE DIAMETERS OR 12 FEET, WHICHEVER IS

LESS.

6. DIMPLE CONNECTOR BANDS SHALL NOT BE USED.

7. PIPES OVER 3 FEET DIAMETER SHALL BE SUPPLIED

WITH LIFTING RINGS.

8. HELICAL PIPE SHALL HAVE RE-ROLLED ENDS.

9. PROVIDE WATER TIGHT GASKET.

M I N

C

O V

E R

S

T

E

3'±

3'±

VARIES

BEDDING MATERIAL

2' MIN. 2' MIN.

9'

SUBGRADE

3' MIN 3' MIN

FLOWLINE

SUBGRADE

DIAMETER (D)

PROFILE VIEW

END VIEW

UV RESISTANT WOVEN GEOTEXTILE

FABRIC PER FP-14 SECTION 714

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

TYPICAL CULVERT

INSTALLATION

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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1. WING DITCH SLOPE SHALL BE EQUAL TO OR LESS THAN

ROAD GRADE, WITH NOT MORE THAN 2% DIFFERENCE.

2. CONSTRUCT WING DITCHES TO DRAIN TO DAYLIGHT OR

100' MAXIMUM.

DITCH DETAILS

NOT TO SCALE

3' MIN

A

℄ ROAD DITCH

℄ W I

G

D

I

T

C

H

℄ ROAD DITCH

SHOULDER OF SUBGRADE

CONSTRUCT DITCH BLOCK

COMPACT PER SPECIFICATIONS

(SEE DITCH BLOCK DETAILS)

A

V A

R I E

S

CLEARING & SEEDING LIMITS

12' - 16'

EDGE OF

SHOULDER

CATCH POINT

℄ DITCH

V A

R I E

S

DITCH GRADE

SUBGRADE EDGE

COMPACT PER SPECIFICATIONS

PLAN VIEW

PROFILE

PLAN VIEW

WING DITCH DETAILS

SECTION A-A

TYPICAL DITCH BLOCK

M I N

10'

MIN.

V A

R I E

S

CLEARING, GRUBBING & SEEDING LIMITS

12' MIN. 24' MAX.

TYPICAL LEAD-OFF DITCH

NOTES

1. DITCH LOCATIONS SHOWN ON WORK DESCRIPTION TO BE

STAKED BY THE CO WITH SAME DEPTH AS SIDE DITCH.

2. CONSTRUCT LEAD-OFF DITCH TO DRAIN TO DAYLIGHT.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

DITCH DETAILS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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1. CONTRACTOR SHALL REMOVE SILT FENCE UPON

COMPLETION OF WORK AS DIRECTED BY CO.

2. SILT FENCE SHALL BE INSTALLED PER WORK

DESCRIPTION AND AT LOCATIONS STAKED BY THE

CO.

EROSION CONTROL DEVICES

NOT TO SCALE

M I N

8' MAX.

TOP OF FENCE

STREAM CHANNEL

WOOD OR METAL STAKE

WEIGHTED OR STAKED

WOVEN FILTER FABRIC MINIMUM

3 OZ. STAPLED OR TIED WITH

WIRE TO THE STAKE

TYPICAL SILT FENCE INSTALLATION

3' MIN.

TYPICAL STRAW WATTLE INSTALLATION

1" X 2" X 24"

WOOD STAKE

NOTES

1. STAKES SHALL BE DRIVEN PERPENDICULAR TO THE

SLOPE FACE.

2. STRAW WATTLE SHALL BE INSTALLED PER WORK

DESCRIPTION AND AT LOCATIONS STAKED BY THE

CO.

3. STRAW WATTLE SHALL BE CERTIFIED WEED FREE.

9" MIN. STRAW WATTLE

1" X 2" X 24"

WOOD STAKE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

EROSION CONTROL

DEVICES

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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1. SEDIMENT BASIN LOCATIONS SHOWN ON WORK

DESCRIPTION TO BE STAKED BY THE CO.

2. MATERIAL FROM SEDIMENT BASIN CONSTRUCTION

TO BE USED TO CONSTRUCT WATER BAR IN THE

ROAD.

3. SEDIMENT BASIN TO BE SEEDED IMMEDIATELY

FOLLOWING CONSTRUCTION.

TYPICAL SEDIMENT BASIN

NOT TO SCALE

SECTION A-A. TYPICAL SEDIMENT BASIN

WIDTH & DEPTH VARY

LEAD OFF DITCH LENGTH VARIES

(SEE WORK DESCRIPTION)

B

B

SEDIMENT BASIN SIZE VARIES

(SEE WORK DESCRIPTION)

TOP OF WATER BAR END WATER BARBEGIN WATER BAR

DIAMETER & DEPTH VARY

TYPICAL SEDIMENT BASIN

SECTION B-B. TYPICAL LEAD-OFF DITCH

NOTES

1. DITCH LOCATIONS SHOWN ON WORK DESCRIPTION

TO BE STAKED BY THE CO. WITH SAME DEPTH AS

SIDE DITCH.

2. CONSTRUCT LEAD-OFF DITCH TO DRAIN TO

SEDIMENT BASIN.

3. MATERIAL FROM LOD CONSTRUCTION TO BE USED

TO CONSTRUCT WATER BAR IN THE ROAD.

4. LOD TO BE SEEDED IMMEDIATELY FOLLOWING

CONSTRUCTION.

T R

A V

E L E

D

W

A Y

℄ ROAD DITCH

CLEARING & GRUBBING LIMITS (VARIES)

FLOWLINE

-2% MAX.

A

A

FLOW LINE

FLOW LINE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

TYPICAL SEDIMENT

BASIN

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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1. WHEN ROLLING DIPS ARE CONSTRUCTED IN DITCH

SECTIONS, THE DITCH SHALL DRAIN ACROSS THE

ROLLING DIP. RESUME DITCH CONSTRUCTION 25'

DOWNGRADE FROM THE CREST OF THE ROLLING

DIP.

2. OUTLET DRAIN DITCHES SHALL HAVE CUT SLOPES

EQUAL TO OR FLATTER THAN 3:1. EXCAVATION FROM

OUTLET DITCHING SHALL BE WASTED ALONG THE

BACKSLOPES SIDES OF THE DITCH. ALL NECESSARY

CLEARING WILL BE TREATED IN ACCORDANCE WITH

FP-14 SECTION 201.

ROLLING DIP

NOT TO SCALE

BOTTOM OF ROLLING DIP

75'

35'

MIN.

75'

M

I N

ORIGINAL GRADE

-2% TO -4%

PROFILE

PLAN VIEW

CREST OF ROLLING DIP

F

L

O

W

PERSPECTIVE VIEW

NATURAL GROUND

F L

O W

M

I N

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

2 1 3:

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

ROLLING DIP

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

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DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

2 1 3:

D

ON

NA

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CH

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S

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D

DR

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(R08)

SOUTHERN REGION

Briar Patch Road Maintenance

APALACHICOLA NF

APALACHICOLA RD

SCHEDULE OF ITEMS

02/14/2022

FS090523_R102013_L1-002.dwg

D.DITSCHLER

M.PARRONDO

S.WALLER

SCHEDULE OF ITEMS*

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Sheets and Views
Briar Patch Spec and Draw-1 Cover
Briar Patch Spec and Draw-2 Notes
Briar Patch Spec and Draw-3 Location
Briar Patch Spec and Draw-4 Pit
Briar Patch Spec and Draw-5 Approach A
Briar Patch Spec and Draw-6 Approach B
Briar Patch Spec and Draw-7 Subgrade
Briar Patch Spec and Draw-8 Outslope
Briar Patch Spec and Draw-9 Surfacing
Briar Patch Spec and Draw-10 Dip
Briar Patch Spec and Draw-11 Culvert
Briar Patch Spec and Draw-12 Ditch
Briar Patch Spec and Draw-13 Erosion
Briar Patch Spec and Draw-14 Basin
Briar Patch Spec and Draw-15 Rolling Dip
Briar Patch Spec and Draw-16 Schedule

File details come from the government source that posted it. Updated .