ATTACHMENT 3 - Planset Drawings 74-4.6.pdf

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 74 ROAD REPAIR SCHEDULE

4 G4 NFSR 74 ROAD REPAIR SCHEDULE CONT.

5 D1 INTERSECTION& ROLLING DIP DETAIL

6 D2 CULVERT AND DITCHING BLOCK DETAIL

7 D3 TYPICAL ROADWAY SECTIONS

8 D4 GEOCELL 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

G1

DATE

REVIEWED BY ARCHEOLOGIST

DATE

DATE

APPROVED BY DISTRICT RANGER

E. WHATLEY

E. WHATLEY

SUBMITTED BY DESIGNER

DATE

RECOMMENDED BY FOREST ENGINEER

OCALA NATIONAL

FOREST

NFSR 74 (BP)

NFSR 74 PROJECT LOCATION

EOP COORDINATES: 29.474, -81.739

NFSR 74 (EP)

NFSR 74

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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 QUANTITIES74

M.P. 0.00 - 7.058

PAY UNIT

QUANTITIES

Lump Sum ALL

NOTES

Includes equipment, equipment cleaning requirements, fire protection, and all erosion control measures. Conform to FP-14.

30103(A)

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

Cubic Yard 10360

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 D2 and D3.

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

62504

Seeding, dry method

Acre 6.2

62507

Mulching, dry method Acre

6.2

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.

20428 Drainage, type Construct Rolling Dip Each

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

20701

Earthwork geosynthetics, type Woven Geotextile

(Mirafi HP370 or equivalent)

Square Yard 8510

Includes furnishing and installing above road subgrade beneath geocells. Refer to Road

Repair Schedule, detail drawing, FSSS Table 714-8, and geocell maufacture's recommendations.

30307

Roadbed reconditioning, compaction method C

Mile 7.058 Refer to Road Repair Schedule and FSSS Section 303

15713

Soil Erosion & Pollution Control

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

Section 157.04

62902(A)

8-inch Depth, Geocell Confinement System (Geoweb

Confinement System or equivalent)

Square Foot 76,666

Optional Pay Item. Refer to Road Repair Schedule, geocell detail drawing, FSSS Section 629A, and Per Manufacture Recommendations

20427

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

Daylight

Foot 16801

Refer to Road Repair Schedule, FSSS Section 203 & 204 and Drawing sheet D3. Dispose of material as approved by C.O.. Disposal shall conform to FSSS Subection 203.05 (f)

Scattering. Ditch back cut slope catchpoints may vary.

20102

Clearing and grubbing, disposal method, (f)

Scattering

Acre 6.2

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

Refer to Road Repair Schedule and FSSS Section 602

62902(B)

30103(C)

Aggregate base, grading AASHTO #67 Aggregate, compaction method C

Cubic Yard 2,237

Optional pay item. Furnish and place as infill material into 6-inch geocells according to Detail drawing subsheet D4 and manufactures recommendations. Infill material shall fill 2" above cell wall and material shall conform to FSSS Section 703-13.

30103(B)

Aggregate base, grading AASHTO #67 Aggregate, compaction method C

Cubic Yard 2,795

Optional pay item. Furnish and place as infill material into 8-inch geocells according to Detail drawing subsheet D4 and manufactures recommendations. Infill material shall fill 2" above cell wall and material shall conform to FSSS Section 703-13.

71401

Separation and stabilization geotextile type Class I

Type C

Square Yard 8,510

Optional pay item. Place above geocell infill material but beneath riding surface material.

Refer to detail drawing subsheet D4 and FP-14 Table 714-1

6-inch Depth, Geocell Confinement System (Geoweb

Confinement System or equivalent)

Square Foot 76,666

Optional Pay Item. Refer to Road Repair Schedule, geocell detail drawing, FSSS Section 629A, and Per Manufacture Recommendations

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

E.WHATLEY

G2

DRAWING TITLE

ARCHIVE NO.

ESTIMATE OF

QUANTITIES

DATE SIGNED

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA

NATIONALFOREST

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E

USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA NATIONAL

FOREST

DRAWING TITLE

ARCHIVE NO.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

NFSR 74 ROAD

REPAIR SCHEDULE

G3

DATE SIGNED

NFSR 74 ROADWAY REPAIR SCHEDULE

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USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA NATIONAL

FOREST

DRAWING TITLE

ARCHIVE NO.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

NFSR 74 ROAD

REPAIR SCHEDULE

CONT.

G4

DATE SIGNED

NFSR 74 ROADWAY REPAIR SCHEDULE

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MAJOR ROAD

APPROACH STATION

50' RADIUS, TYP OR

MATCH EXISTING

RADIUS AS APPROVED

BY THE C.O.

OF

TRAVELWAY

MAJOR ROAD

APPROACH STATION

50' RADIUS, TYP OR

MATCH EXISTING

RADIUS AS APPROVED

BY THE C.O.

M I N

O R

A

D

OF

TRAVELWAY

M I N

A

D

NOTES

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 1V:3H. 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.

35'

MIN.

75'

6" MIN.

PROFILE VIEW

PLAN VIEW

PERSPECTIVE VIEW

6" MIN.

CREST OF ROLLING DIP

BOTTOM OF ROLLING DIP

90°

90°

-2% TO -4%

75'

ORIGINAL GRADE

NATURAL GROUND

F L O

W

F

L

O

W

SKEW 60°

SKEW 120°

60°

120°

BOP

EOP

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

INTERSECTION &

ROLLING DIP DETAIL

D1

DATE SIGNED

NFSR 74 M.P. 0.994 THREE-WAY INTERSECTION DETAIL

PLAN VIEW (NTS)

NOTES:

1. UNLESS OTHERWISE APPROVED BY THE

CO, COARSE AGGREGATE SHALL MEET

THE REQUIREMENTS OF FLORIDA

DEPARTMENT OF TRANSPORTATION

SPECIFICATION 901-1.4.

2. FOR APPROACH GRADES LESS THAN 3%, A

SIGHT DISTANCE OF 90 FT. ARE REQUIRED

FOR A DESIGN SPEED OF 20 MPH PER

EXHIBIT 14 OF THE "AASHTO GUIDELINES

FOR GEOMETRIC DESIGN OF VERY

LOW-VOLUME LOCAL ROADS (ADT ≤ 400)".

NFSR 74 M.P. 0.656 & M.P. 2.034 FOUR-WAY INTERSECTION DETAIL

PLAN VIEW (NTS)

ROLLING DIP DETAIL

PLAN VIEW (NTS)

CULVERT SKEW DIAGRAM

PLAN VIEW (NTS)

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AS STAKED OR

20' MIN.

AS STAKED OR

20' MIN.

ROADBED

CLEARING &

SEEDING

12"

LEAD OFF DITCH

SEE SHEET D3 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.

6'

1.0'

V

H

V

H

NATURAL

GROUND

NATURAL

GROUND

24" MIN.

COMPACTED

TO 95%±

24" MIN

OR 6"+*D

EDGE OF ROADBED

TOE OF FILL

F L

O W

T

F

I

L

L

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

T

D

T

C

H

D R

A I N

T

L

L

W

I

N

G

D

I

T

C

H

T

P

C

U

T

4' MIN.

1V:2H

SLOPE

*DITCH *DITCH

25' TRANSITION

24" (SEE PROFILE

ALONG DITCH)

SHOULDER

*DITCH

TOP OF CUT

G

R

A

T

A

I N

L

E

A

D

O

T

C

H

F

L

O

W

W

I

N

G

T

C

H

A

A

M

I

N

DITCH BLOCK

SECTION

PROFILE ALONG

DITCH

PLAN

M

I

N

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

6"

DITCH BLOCK

CUT SLOPE

DITCH BOTTOM

6"

DIA.

8"

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

*D

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 D2 AND

SUBSHEET D3. 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

B

D3

B

D3

B

D3

B

D3

B

D3

B

D3

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

D2

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

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10" - 12"

UNDISTURBED

MATERIAL

EDGE OF ROAD

BACKSLOPE SHALL BE 1V:2H

OR FLATTER, TYP

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

OD

TRENCH WIDTH

ROADWAY 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

M

A

X

S

L

O

P

E

NOT STEEPER THAN DEPTH

REQUIRED BY OSHA

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

REINFORCED

CONCRETE PIPE

PIPE

12" MIN.

COVER

4"

14' FULL WIDTH OF ROADWAY

GRUBBING LIMITS

CLEARING LIMITS

12' TRAVELED WAY

1'

MIN.

1'

MIN.

SEEDING

(VARIES)

SEEDING

(VARES)

FINISHED COMPACTED

SURFACE

V

H

1' MIN. NOMINAL

DITCH BOTTOM DEPTH

V

H

EXISTING GROUNDLINE

EXISTING UNDISTURBED

NATIVE MATERIAL

PROPOSED 1V:2.0H

MAX CUT SLOPE

-2% M

IN.

-2% M

IN.

NOTES:

1. TRAVELED WAY SURFACES MAY BE INSLOPED (TOWARD THE CUT SLOPE).

2. WHERE EMBANKMENT SOIL IS UNSTABLE OR ON STEEPER GRADES WHERE

OUTSLOPING IS NOT RECOMMENDED, CONSIDER APPLYING AN INSLOPE ROAD

TEMPLATE.

3. DEPENDING ON LOCAL CONDITIONS, A DITCH MAY BE REQUIRED. INSLOPE

SECTIONS COLLECT WATER AND WILL REQUIRE CROSS DRAINS.

EXISTING GROUND

FINISHED COMPACTED

SURFACE

EXISTING GROUNDLINE

-2

M

IN

-2

M

IN

ROADWAY

14' FULL WIDTH OF ROADWAY

12' TRAVELED WAY

ROADWAY

SEEDING

(VARIES)

SEEDING

(VARIES)

GRUBBING LIMITS

CLEARING LIMITS

1'

MIN.

1'

MIN.

EXISTING UNDISTURBED

NATIVE MATERIAL

PROPOSED 1V:2.0H

MAX CUT SLOPE

EXISTING GROUND

1'

MIN.

V

H

NOTES:

1. A DITCH IS USUALLY NOT NECESSARY, BUT DRAINAGE CONCENTRATION

FROM UPSLOPE AREAS MAY BE HANDLED WITH SHORT DITCH SECTIONS,

CULVERTS, OR SURFACE CROSS DRAINS.

2. MAKE THIS DETERMINATION BASED ON THE EROSIVE CHARACTERISTICS

OF THE SOIL, PRECIPITATION, RUNOFF RATIOS, GRADIENTS, AND THE

LENGTH OF RUN BEFORE THE WATER MAY BE REMOVED.

20' FULL WIDTH OF ROADWAY

1' SHOULDER

TYP.

1' SHOULDER

TYP.

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

M

IN

C O

N S

T

L I M

I T

S

V

H

V

H

D

A

Y

L

I

G

H

Y

P

D

A

Y

L

I

G

L

P

D

A

Y

L

I

G

P

D

A

Y

L

I

G

L

P

C O

N S

T

L I M

I T

S

1'

MIN.

EXISTING GROUNDLINE

NOTES:

1. DOUBLE-LANE ROADS SHALL HAVE

A -2% CROWN SURFACE AS SHOWN.

V

H

V

H

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

E.WHATLEY

D3

DITCH ESTABLISHMENT AND CLEANING DETAIL

TYPICAL TO BOTH SIDES (NTS)

LEAD-OFF DITCH DETAIL (MITRE DRAIN)

TYPICAL TO BOTH SIDES (NTS)

INSLOPED ROADWAY WITH DITCH SECTION DETAIL

TYP. 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

OUTSLOPED ROADWAY SECTION DETAIL

TYP. TO BOTH SIDES (NTS)

CROWNED ROADWAY SECTION DETAIL

TYP. TO BOTH SIDES (NTS)

OCALA

NATIONALFOREST

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SUBGRADE

GEOTEXTILE (COVERED

IN PAY ITEM 20701)

AGGREATE

INFILL

(#67 AGGR)

PLACE INFILL MATERIAL

(AASHTO M43 #67 AGGREGATE)

2" ABOVE CELL WALLS. REFER

TO FSSS SECTION 703 TABLE 703-13

TOP OF CELL

6" OR 8" GEOCELL

COVERED IN PAY ITEM

62902(A) OR 62902(B)

4" DEPTH (AGGREGATE BASE, GRADING C,

COMPACTION METHOD C) RIDING

SURFACE

4" DEPTH (AGGREGATE BASE,

GRADING C, COMPACTION

METHOD C) RIDING SURFACE

AGGREGATE INFILL

AASHTO M43 #67

AGGREGATE OR

EQUAL (COVERED IN

PAY ITEM 30103(B) OR

30103(C)

GEOTEXTILE (COVERED IN OPTIONAL PAY ITEM 71401)

GEOCELL

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

GEOCELL

DETAIL

D4

PROJECT NAME

OCALA NATIONAL

FOREST

DRAWING TITLE

ARCHIVE NO.

DATE SIGNED

TYP. LOAD SUPPORT STRUCTURE

SURFACE MATERIAL

PERFORATED GEOCELL

(GEOWEB OR EQUIVALENT)

PERFORATED GEOCELL

(GEOWEB OR EQUIVALENT)

GRANULAR INFILL MATERIAL

SUBGRADE

GEOTEXTILE

GRANULAR SUBBASE

(OPTIONAL PENDING

SITE CONDITIONS)

A

D

POOR SOILS STABILIZATION DETAIL A-A

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