ATTACHMENT 3 - Planset Drawings_ OCA ERFO NFSR 29-0.0 (1).pdf

PDF 4 MB Posted Jun 3, 2020

Attached to: NFSR 29-0. 0 Road Construction Project (Amendment 2)
Solicitation number: 12467020R0064
Issued by: Department of Agriculture Forest Service R8-Southern Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for a road construction project on National Forest System Road 29 in Florida. Work includes installing culverts, spreading aggregate base, reconditioning the roadbed, excavating ditches and slopes, building lead-off ditches, clearing and grubbing, and seeding and mulching. The project is located near Salt Springs, Florida between mile posts 0.0 and 7.17. The period of performance is 120 days from notice to proceed. The estimated value is between $500,000 and $1 million. Payment and performance bonds are required. The pre-solicitation for Solicitation Number 12467020R0064 from the US Department of Agriculture Forest Service Southern Region is for a 100% small business set-aside contract to be awarded as a firm fixed-price contract. The solicitation is planned for release on or around June 3, 2020.

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Other files

File	Type	Posted
Amendment 2 to 12467020R0064 Sign In Sheet.PDF	PDF	Jun 13, 2020
Amendment 2 to 12467020R0064 Site Visit Minutes.pdf	PDF	Jun 13, 2020
Amendment 2 to 12467020R0064 SF-30.pdf	PDF	Jun 13, 2020
Amendment 1 to 12467020R0064 SF1442.pdf	PDF	Jun 13, 2020
Amendment 1 to 12467020R0064 SF-30.pdf	PDF	Jun 13, 2020
ATTACHMENT 1 - Schedule of Items.xlsx	XLSX spreadsheet	Jun 3, 2020
12467020R0064 Solicitation Body.doc	DOC document	Jun 3, 2020
ATTACHMENT 6 - Relevant Experience Questionaire.doc	DOC document	Jun 3, 2020
ATTACHMENT 4 - Specifications FSSS.pdf	PDF	Jun 3, 2020
12467020R0064 SF1442.pdf	PDF	Jun 3, 2020
ATTACHMENT 2 - Statement of Work_ OCA NFSR 29-0.0 (1).docx	DOCX document	Jun 3, 2020
ATTACHMENT 5 - DOL Wage Determination Marion Co FL20200176.pdf	PDF	Jun 3, 2020

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United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

ABBREVIATIONS

ADA - AMERICANS WITH DISABILITIES ACT

AGG - AGGREGATE

BP - BEGINNING OF PROJECT

BVC - BEGIN OF VERTICAL CURVE

℄ - CENTER LINE

CMP - CORRUGATED METAL PIPE

COR - CONTRACTING OFFICER'S REPRESENTATIVE

DWG - DRAWING

EG - EXISTING GRADE

EOP - END OF PROJECT

EOS - EDGE OF SHOULDER

EP - ENDING OF PROJECT

ETW - EDGE OF TRAVELED WAY

EVC - END VERTICAL CURVE

EXT - EXISTING

FRD - FOREST ROAD DESIGNATION

I.E. - INVERT ELEVATION

NTS - NOT TO SCALE

NFSR - NATIONAL FOREST SYSTEM ROAD

OVERALL HP - OVERALL HIGH POINT

OVERALL LP - OVERALL LOW POINT

PC - POINT OF CURVATURE

PCC - POINT OF COMPOUND CURVATURE

PRC - POINT OF REVERSE CURVATURE

PT - POINT OF TANGENCY

PVI - POINT OF VERTICAL INTERSECTION

TW - TRAVELED WAY

TYP - TYPICAL

USFS - UNITED STATES FOREST SERVICE

VC - VERTICAL CURVE

SCALED TO A 11x17

OCALA NF MAP

NO SCALE

STATE MAP

NO SCALE

INDEX

SHEET SUB SHEET SHEET TITLE

1 G1 TITLE SHEET

2 G2 ESTIMATE OF QUANTITIES

3 G3 NFSR 29 ROAD REPAIR SCHEDULE

4 D1 CULVERT AND DITCHING BLOCK DETAIL

5 D2 TYPICAL ROADWAY SECTIONS

6 D3 SILT FENCING DETAIL

7 D4 SEDIMENT WATTLE DETAIL

LEGEND

COMMON TO ALL

SHEETS

DETAIL

SEE DETAIL

SHEET NUMBER

CONTROL POINT

DRAWING TITLE

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

TITLE SHEET

DATE

REVIEWED BY ARCHEOLOGIST DATE

DATE

APPROVED BY DISTRICT RANGER

E. WHATLEY

SUBMITTED BY DESIGNER DATE

RECOMMENDED BY FOREST ENGINEER

OCALA NATIONAL

FOREST

NFSR 29 ROAD

REHABILITATION

CONSTRUCTION

PROJECT

NFSR 29 (BP)

NFSR 29 PROJECT LOCATION

BP COORDINATES: 29.359788, -81.735011

NFSR 29 (EP)

NFSR 29

E. WHATLEY 12-21-18

12467020R0064

ATTACHMENT 3

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TRUE NORTH

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U.S. ROUTE

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STATE ROUTE

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RAIL ROAD TRACK

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LEGEND

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* DENOTES CONTRACT QUANTITIES

PER FSSS SECTION 109.02 (b)

ROAD NUMBER:

MILE POST:

ITEM NO. DESCRIPTION

15101 Mobilization

ESTIMATE OF QUANTITIES

M.P. 0.00 - 7.17

PAY UNIT

QUANTITIES

Lump Sum ALL

NOTES

Includes equipment, equipment cleaning requirements, and fire protection. Conform to FP-14.

30103

Aggregate base, grading C (Base), compaction method C

Cubic Yard

12045

Includes furnishing, placement and compaction of 4-inch depth aggregate base compacted-in-place. Refer to Road Repair Schedule and FP-14 Section 703 Table 703-2

20423 Drainage Excavation, type Lead Off Ditch *Cubic Yard

Refer to Road Repair Schedule, FSSS Section 203 & 204 and Drawing sheet D1 and D2.

Dispose of material as approved by C.O. to FSSS Subection 203.05 (f) Scattering.

62504

Seeding, dry method

Acre 10.10

62507

Mulching, dry method Acre

10.10

Mulch all ditch, cut slopes, and lead-off ditches disturbed areas with weed free mulch per

FP-14 Section 625 Turf Establishment.

Seed all ditch, cut slopes, and lead-off ditches disturbed areas with approved seed mix per

FSSS Section 625 Turf Establishment.

30307

Roadbed reconditioning, compaction method C

Mile 7.17

Refer to Road Repair Schedule and FSSS Section 303

15713

Soil Erosion & Pollution Control

Includes all soil erosion control measures. Submit Erosion Control Plan in accordance to FSSS

Section 157.04

20427

Excavation, type Ditch With 1V:2H Cut Slope until

Daylight

Foot 17023

Refer to Road Repair Schedule, FSSS Section 203 & 204 and Drawing sheet D2. Dispose of material as approved by C.O.. Disposal shall conform to FSSS Subection 203.05 (f)

Scattering. Scatter excessive excavated material outside roadway prism in a layer of uniform thickness as approved by the C.O.. Ditch back cut slope catchpoints may vary.

20102

Clearing and grubbing, disposal method, (f)

Scattering

Acre 10.10

Refer to Road Repair Schedule, FP-14 and FSSS Section 201 & 203 Dispose of material as approved by C.O. to FSSS Subection 203.05 (f) Scattering.

Lump Sum

60201

24, inch diameter pipe culvert, Metallic-Coated

Corrugated Steel, 16 Gauge

Foot

Includes furnishing and placement of 4" of un-compacted bedding material and furnishing and installation of culverts with backfillingg and compaction. Refer to Road Repair Schedule and FSSS Section 602. Bedding material shall be incidental to this pay item.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

E.WHATLEY

DRAWING TITLE

ARCHIVE NO.

ESTIMATE OF

QUANTITIES

DATE SIGNED

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA NATIONAL

FOREST

NFSR 29 ROAD

REHABILITATION

CONSTRUCTION

PROJECT

12467020R0064

ATTACHMENT 3

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10' WIDE

EXISTING ROADWAY

ABANDON EXISTING

LEAD OFF DITCH

30'

CONSTRUCT 50' RADIUS

CURB ONTO EXISTING

ROADWAY

ABANDON

EXISTING LEAD

OFF DITCH

CONSTRUCT LEAD

OFF DITCH

DOWNHILL

INSTALL 24"Ø X 40'

LENGTH CULVERT

W/ SKEW

CONSTRUCT DITCH

TO INLET OF CULVERT

INSTALL 24"Ø X 36'

LENGTH CULVERT

W/ SKEW

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA NATIONAL

FOREST

DRAWING TITLE

ARCHIVE NO.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

NFSR 29 ROAD

REPAIR SCHEDULE

DATE SIGNED

NFSR 29 ROADWAY REPAIR SCHEDULE

NFSR 29 ROAD

REHABILITATION

CONSTRUCTION

PROJECT

NFSR 29 ROADWAY INTERSECTION @ M.P. 3.917

12467020R0064

ATTACHMENT 3

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AS STAKED OR

20' MIN.

AS STAKED OR

20' MIN.

ROADBED

CLEARING &

SEEDING

12"

LEAD OFF DITCH

SEE SHEET D2 FOR PLAN VIEW

WING DITCH

DITCH BLOCK

NOTES:

1. THE SLOPE OF LEAD-OFF DITCHES SHALL BE CONSTRUCTED TO A MINIMUM

OF -2% FOR A MINIMUM OF 25' OR SHOWN IN REPAIR SCHEDULE. LEAD OFF

DITCHES SHALL BE APPROVED BY C.O. BEFORE CONSTRUCTION CAN

COMMENCE.

2. DITCH BLOCK WILL NOT BE REQUIRED WHEN INLET BASIN IS IN A SAG.

3. DITCH BLOCK ELEVATION SHALL BE 4" LOWER THAN THE ADJACENT

SUBGRADE ELEVATION.

4. DITCHES SHALL BE CONSTRUCTED AT LOCATIONS SHOWN.

5. ROADWAY DITCH AS SHOWN ON TYPICAL SECTIONS.

B L O

C K

D I T

C H

NOTES:

1. WHEN NECESSARY, ALL CULVERTS SHALL HAVE A LEAD OFF DITCH (LOD) OF SUFFICIENT LENGTH AS APPROVED BY THE C.O. TO ASSURE AN ADEQUATE

DRAINAGE OUTLET.

2. CULVERTS SHALL BE SKEWED AS NOTED IN REPAIR SCHEDULE.

3. IN MULTIPLE PIPE INSTALLATIONS, THE ADJACENT SIDES OF PIPE SHALL BE AT LEAST ONE-HALF THE NOMINAL PIPE DIAMETER APART OR 3', WHICHEVER

IS LESS.

4. ALL PIPES SHALL HAVE A MINIMUM OF 12" OF COVER BETWEEN THE TOP OF PIPE AND FINISHED GRADE, MEASURED VERTICALLY.

5. EMBANKMENT & COMPACTION OF SUBGRADE MATERIAL BETWEEN 12" ABOVE PIPE AND SUBGRADE SHALL BE IN ACCORDANCE WITH FP-14 SECTION 208.

6. TOPSOIL OR OTHER MATERIAL CAPABLE OF SUSTAINING VEGETATION SHALL BE UNIFORMLY SPREAD OVER THE COMPLETED SURFACE TO FILL VOIDS

AND PROMOTE VEGETATIVE GROWTH. THE INSTALLATION SHALL THEN BE SEEDED, FERTILIZED, & MULCHED IN ACCORDANCE WITH PAY ITEMS.

7. SKEW ANGLE IS ALWAYS FROM RIGHT OF ℄

EXCAVATED

MATERIAL

CLEARING & SEEDING

8', TYP.

1.0'

NATURAL

GROUND

NATURAL

GROUND

24" MIN.

COMPACTED

TO 95%±

24" MIN

OR 6"+*D

EDGE OF ROADBED

TOE OF FILL

F L

O W

CULVERT

GRADE GRADE GRADE

EDGE OF SHOULDER,

TYP

2*D OR

4' MIN.

BACKSLOPE IN

TAPER SECTION

TO BE SAME AS

SLOPE ON EACH

SIDE

NORMAL BACKSLOPE

OR EXISTING GROUND

12" MIN.

COVER

DISCHARGE ONTO NATURAL

GROUND UNLESS SPECIFIED

OTHERWISE

FILL SLOPES AS

SHOWN ON TYPICAL

OR STAKED

DITCH SLOPE TO FLOW LINE

OF CULVERT TO BE SAME AS

NORMAL DITCH SLOPE

NEW INSTALLED CULVERT

EXISTING

GROUND

FINISH GROUND

DISCHARGE ONTO NATURAL

GROUND UNLESS SPECIFIED

OTHERWISE

FILL SLOPES AS

SHOWN ON TYPICAL

OR STAKED

NEW INSTALLED CULVERT

D R

A I N

4' MIN.

1V:2H

SLOPE

*DITCH *DITCH

25' TRANSITION

24" (SEE PROFILE

ALONG DITCH)

SHOULDER

*DITCH

TOP OF CUT

I N

DITCH BLOCK

SECTION

PROFILE ALONG

DITCH

PLAN

EVENLY GRADE

NORMAL DITCHLINE

SLOPE FROM "A" TO

"B" TO MATCH

CULVERT INVERT

ELEVATION AT "B"

"A""B"

DITCH BLOCK

NORMAL SECTION

OR EXISTING SLOPE

2*D OR

4' MIN.

ROAD

SUBGRADE

TOP DITCH

BLOCK

24"

CULVERT

DITCH F/L

ROAD SUBGRADE

DITCH BLOCK

CUT SLOPE

DITCH BOTTOM

DIA.

GRADE OF THE DITCH

TO EQUAL OR EXCEED

THE CULVERT GRADE

MIN. COMPACTED WIDTH = "D"

PLACE AND COMPACT BACKFILL

MATERIAL IN EVENLY BALANCED

LAYERS ON EACH SIDE OF THE PIPE

TO A HEIGHT OF 12" IN COMPACTED

LAYERS NOT EXCEEDING 6" PER

FP-14

SECTION 209.09(B)

GROUND

LINE

1-1/2 *D OR

AS STAKED

NOTES:

1. *D = DIMATER OF CULVERT

2. CONSTRUCT LEAD OFF DITCHES AS

SHOWN IN LEAD OFF DITCH DETAIL

BELOW PER SUBSHEET D1 AND

SUBSHEET D2. ALL WORK IN

COVERED IN PAY ITEM 20423.

EXISTING GROUND

FINISHED GROUND

PLACE 4" OF UN-COMPACTED BEDDING

MATERIAL IN A LAYER OF UNIFORM

THICKNESS PER FP-14 SECTION 209.08(b)

NOT STEEPER THAN

DEPTH

REQUIRED BY OSHA

12" MIN.

COVER

NOTES:

1. PIPE BEDDING MATERIAL SHALL CONFORM

TO FP-14 SECTION 704.02.

2. EXCAVATION LIMIT AS REQUIRED BY

OSHA.

3. COMPACT BACKFILL PER FP-14 SECTION

209.09

4. ℄ OF PIPE IS SHOWN IN TRENCH

TYPICAL INSTALLATION IN SIDEHILL SECTION

WITH INLET BASIN

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

TYPICAL INSTALLATION IN FILL SECTION

TYPICAL INSTALLATION WITH OUTLET DITCH

SECTION A-A

TYP. BACKFILL DETAIL

PLAN VIEW

NTS

DITCHING DETAILS

NTS

DRAWING TITLE

ARCHIVE NO.

CULVERT AND

DITCHING BLOCK

DETAILS

DATE SIGNED

PROJECT NAME

OCALA NATIONAL

FOREST

NFSR 29 ROAD

REHABILITATION

CONSTRUCTION

PROJECT

12467020R0064

ATTACHMENT 3

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10" - 12"

UNDISTURBED

MATERIAL

EDGE OF ROAD

BACKSLOPE SHALL BE 1V:2H OR

FLATTER, TYP. SEE "CUT AND FILL

SLOPE TRANSITION DETAIL" (ALL

WORK COVERED IN PAY ITEM

20427)

SEEDING AND MULCHING

COVERED IN PAY ITEM, TYP

FORESLOPE,

TYP

DAYLIGHT CUT/

BACKSLOPE, TYP

EXISTING

ROADWAY ℄

UNDISTURBED SOIL

BOTTOM OF DITCH

NOTES:

1. AN OUTLET LEAD-OFF DITCH

CARRIES WATER AWAY FROM A

ROAD TO PREVENT THE ROAD

SUBGRADE FROM BEING

SATURATED OR ERODED.

2. LOCATE AN OUTLET DITCH AT

THE LOWER END OF A CULVERT

OR DRAIN DIP OR AT THE POINT

WHERE A ROADSIDE DITCH

DAYLIGHTS ONTO NATURAL

GROUND.

3. CONSIDER USE OF ENERGY

DISSIPATION MEASURES AS

NEEDED.

4. REPAIR TO REPAIR SCHEDULE

LEAD-OFF DITCH

BACKSLOPE

CONSTRUCT LEAD-OFF

DITCH UNTIL DAYLIGHT

(-2% MINIMUM)

24" ID

TRENCH WIDTH

ROADWAY FINISHED GRADE

EXCAVATION LIMIT AS

REQUIRED BY OSHA

PLACE 4" OF UN-COMPACTED

BEDDING MATERIAL IN A LAYER

OF UNIFORM THICKNESS PER

FP-14 SECTION 209.08(b)

SMOOTH BOTTOM,

FREE OF LOOSE SOIL

OR DEBRIS

STRUCTURAL

BACKFILL

SPRINGLINE

HAUNCH AREA SHALL BE

SHOVEL COMPACTED

APPROX

45°

VERTICAL LINE

FROM EDGE OF

PIPE

COMPACT BACKFILL PER

FP-14 SECTION 209.09

GENERAL NOTES:

1. EXCAVATE TRENCH TO A

WIDTH THAT ALLOWS ROOM

FOR WORK

2. CULVERT SHALL BE A

METALLIC-COATED

CORRUGATED STEEL PIPE.

FURNISH PIPE, SPECIAL

SECTIONS (SUCH AS ELBOWS,

BRANCH CONNECTIONS ETC)

& COUPLING BANDS

CONFORMING TO AASHTO M

36 AND EITHER AASHTO M 218,

AASHTO M 274, OR AASHTO M

289 FOR THE DIMENSIONS &

THICKNESSES SPECIFIED.

3. PIPE BEDDING MATERIAL

SHALL CONFORM TO FP-14

SECTION 704.02.

4. ℄ OF PIPE IN TRENCH

5. INSTALL AT A MIN OF -2.5%

GRADIENT. IF EXISTING

GROUND IS STEEPER, MATCH

EXISTING.

ROUND CORRUGATED

METAL PIPE

PIPE

12" MIN.

COVER

NOT STEEPER THAN DEPTH

REQUIRED BY OSHA

20' FULL WIDTH OF ROADWAY

1' SHOULDER

TYP.

FINISHED COMPACTED

SURFACE

18' TRAVELED WAY

GRUBBING LIMITS

CLEARING LIMITS

SEEDING

(VARIES)

SEEDING

(VARIES)

1' MIN. NOMINAL

DITCH BOTTOM DEPTH

TYP. TO BOTH SIDES

ROADWAY

-2% M

IN.-2

C O

N S

L I M

I T

C O

N S

L I M

I T

MIN.

EXISTING GROUNDLINE

NOTES:

1. DOUBLE-LANE ROADS SHALL HAVE

A -2% CROWN SURFACE AS SHOWN.

CONSTRUCT CUTSLOPE/

BACKSLOPE UNTIL DAYLIGHT

CATCHPOINT, TYP. CATCHPOINTS

VARIES. (COVERED IN PAY ITEM

20427)

"L"

SEE NOTE 1

℄ OF NFSR 29

DITCH ℄

FILL SLOPE DAYLIGHT

CATCHPOINT, TYP

1V:2H CUTSLOPE/

BACKSLOPE

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

E.WHATLEY

DITCH ESTABLISHMENT AND CLEANING DETAIL

TYPICAL TO BOTH SIDES (NTS)

LEAD-OFF DITCH DETAIL (MITRE DRAIN)

TYPICAL TO BOTH SIDES (NTS)

STANDARD TRENCH PIPE INSTALLATION B-B

NTS

MINIMUM HAUCH AREA DETAIL

NTS

DRAWING TITLE

ARCHIVE NO.

TYPICAL ROADWAY

SECTIONS

DATE SIGNED

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA NATIONAL

FOREST

NFSR 29 ROAD

REHABILITATION

CONSTRUCTION

PROJECT

CROWNED ROADWAY SECTION DETAIL

TYP. TO BOTH SIDES (NTS)

CUT AND FILL SLOPE TRANSITIONS DETAIL

PICTORIAL VIEW

GENERAL NOTE:

1. DISTANCE "L" MAY VARY TO ESTABLISH THE

BLEND OF CUT AND FILL SLOPES INTO THE

ORIGINAL GROUND.

12467020R0064

ATTACHMENT 3

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GENERAL NOTES:

1. SILT FENCE MAY BE INSTALLED

USING MACHINE SLICING AS

APPROVED BY THE CO. INSTALL

MACHINE-SLICED SILT FENCE

ACCORDING TO THE

MANUFACTURER'S

RECOMMENDATIONS.

2. INSTALL SILT FENCE TO FOLLOW THE

GROUND CONTOURS AS CLOSELY AS

POSSIBLE.

3. AS THE SLOPE IS CONSTRUCTED,

CURVE THE SILT FENCE UP THE

SLOPE TO PREVENT WATER FROM

RUNNING AROUND THE ENDS.

4. POST SPACING WITH FENCE

SUPPORT MESH = 10 FT. (MAX.)

POST SPACING WITHOUT FENCE

SUPPORT MESH = 6 FT. (MAX.)

5. ALL SOIL EROSION CONTROL

MEASURES ARE COVERED IN PAY

ITEM 15713.

6" MIN. TRENCH

GEOTEXTILE

FENCE SUPPORT MESH (OPTIONAL)

STEEL OR WOOD POST

24" MIN.

30" MIN.

18"

6" MIN.

BACKFILLED AND COMPACTED SOIL

END POSTS

SEE END POSTS DETAIL

SEE NOTE 3

END POSTS

SEE END POSTS DETAIL

T O

L O

P E

ELEVATION PLAN

STEEL OR WOOD POST

STAPLE OR TIE

GEOTEXTILE FABRIC

PLAN

LIMITS OF CLEARING

EXISTING GROUND

UNDISTURBED

VARIES

FLOW

ELEVATION

VARIES

FLOW

PLAN

SEE NOTE 4

FOR SPACING

T O

L O

P E

TOE OF SLOPE

EDGE OF SHOULDER

SILT FENCE

ROADWAY

TOE OF SLOPE

PLAN

EXISTING RGOUND

FILL

SILT FENCE

SECTION A-A

FLOW

STAPLE OR TIE

GEOTEXTILE FABRIC

SECTION B

STEEL OR WOOD POSTS

POST DRIVEN TIGHTLY TOGETHER.