CORRECTED Attch 5 SRS Road Maintenance Typical Drawings.pdf

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Road Maintenance IDIQ Federal contract opportunity
Solicitation number
12467020R0032
Issued by
Department of Agriculture Forest Service R8-Southern Region

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CORRECTED Attch 9 exp questionnaire.docx DOCX document
CORRECTED Attch 7 DOL Wage Rate 1.pdf PDF
CORRECTED Attch 6 DOL wage Rate.pdf PDF
CORRECTED Attch 3 Special SR Requirements (002).docx DOCX document
CORRECTED SF1449.doc DOC document
CORRECTED Attch 1 Schedule of Items_ Road Maintenance (002).xlsx XLSX spreadsheet
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CORRECTED SF1449 cont - for merge.rtf RTF text file
CORRECTED Attch 2 SOW_ FY20 Road Maintenance IDIQ.DOCX DOCX document
ATch 1 Schedule_Of_Items_CaClFY2019.docx DOCX document
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Atch 2 SOW_Calcium_ChlorideSpecs_FY2019.docx DOCX document
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Visitor Access to the US Forest Service.doc DOC document
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United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

SCALED TO A 11x17

SITE MAP

NO SCALE

Georgia Carolina South

SRS

PROJECT LOCATION

STATE MAP

NO SCALE

INDEX

SHEET SUB SHEET SHEET TITLE

1 G-101 TITLE SHEET

2 C-101 TYPICAL ROADWAY AND LEAD OFF DITCH DETAILS

3 D-101 GEOCELL DETAIL

4 D-102 TYPICAL ROAD MILLING DETAIL

5 D-103 SILT FENCING DETAIL

6 D-104 SEDIMENT WATTLE DETAIL

7 C-102

STORM DRAINAGE DITCH & BIODEGRADABLE

EROSION CONTROL BLANKET FOR DITCHES, &

RIPRAP ARMOUR DETAIL

8 D-105 ROADSIDE BRUSHING DETAIL

DRAWING TITLE

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

TITLE SHEET

G-101

DATE

REVIEWED BY: PLANNING &

DESIGN PROGRAM MANAGER

DATE

DATE

APPROVED BY ASSISTANT

MANAGER, ENGINEERING &

ENVIRONMENTAL SERVICES

E. WHATLEY

E. WHATLEY

SUBMITTED BY DESIGNER DATE

REVIEWED BY: OPERATIONS &

MAINTENANCE PROGRAM MANAGER

SRS ROAD

MAINTENANCE IDIQ

TYPICAL DRAWINGS

SAVANNAH RIVER

SITE (SRS)

E. WHATLEY 04/15/2019

E. WHATLEY

01/20/2020

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KEY PLAN

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SRS

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LOUISVILLE

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SWAINSBORO

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WRENS

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WILLISTON

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ALLENDALE

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MILLEN

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BUSH

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RES.

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HILL

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CLARKS

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BATESBURG

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SALUDA

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METRO

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COLUMBIA

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ALLENDALE

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TO

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MILLET

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BARNWELL CO

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ALLENDALE CO

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TO WILLISTON

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AIKEN COUNTY

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BARNWELL COUNTY

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BARRICADE 2 GATE HOUSE

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BARRICADE 1 GATE HOUSE

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TO BARNWELL 6 MILES

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BARNELL COUNTY INDUSTRIAL PARK

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P-AREA

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BARRICADE 5 GATE HOUSE

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ABANDONED CSX TRACK

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U.S. FOREST SERVICE

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AQUATIC ECOLOGY LAB

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THIS DRAWING

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BARRICADE 7 GATE HOUSE

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TRUE NORTH

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STATE ROUTE

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SRS ROUTE

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RAIL ROAD TRACK

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LEGEND

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CONSTRUCT BACKSLOPE/SIDELSOPE.

BACKSLOPE SHALL BE 1V:2H OR

FLATTER, TYP. SEE "CUT AND FILL

SLOPE TRANSITION DETAIL"

UNDISTURBED

MATERIAL

EDGE OF ROAD

SEEDING AND MULCHING

COVERED IN PAY ITEM, TYP

12"

2'

INSTALL COCONUT MATTING (EXTEND

FROM SHOULDER TO DICTH BOTTOM

TO DAYLIGHT CATCHPOINT. BLANKET

SHALL BE 100% BIODEGRADABLE EROSION

CONTROL BLANKET OR MATTING FOR SLOPES.

1'

EXTEND SLOPE BLANKET 1' INTO

ROADWAY BELOW AGGREGATE

OR BASE SURFACE

FORESLOPE,

TYP

DAYLIGHT CUT/ BACKSLOPE,

TYP

EXISTING

ROADWAY ℄

UNDISTURBED SOIL

BOTTOM OF DITCH

LEAD-OFF DITCH

BACKSLOPE

CONSTRUCT LEAD-OFF

DITCH UNTIL DAYLIGHT

(-2% MINIMUM)

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.

OUTSLOPE SECTION

AS DETERMINED BY DESIGN DRAWINGS OR C.O.

IN-SLOPE WITH DITCH SECTION

AS DETERMINED BY DESIGN DRAWINGS OR C.O.

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

OR FLATTER 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

OR FLATTER 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.

14' - 20' FULL WIDTH OF ROADWAY

1' SHOULDER

TYP.

1' SHOULDER

TYP.

1' SHOULDER

TYP.

FINISHED COMPACTED

SURFACE

5' - 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

T

C

U

Y

P

D

A

Y

L

I

G

F

I

L

L

P

1'

MIN.

D

A

Y

L

I

G

P

D

A

Y

L

I

G

I

L

P

C O

N S

T

L I M

I T

S

1'

MIN.

EXISTING GROUNDLINE

V

H

V

H

O

R

A

T

T

E

R

A

T

T

E

R

2' WIDE FLAT

BOTTOM DITCH

CROWNED ROADWAY SECTION

AS DETERMINED BY DESIGN DRAWINGS OR C.O.

CONSTRUCT CUTSLOPE/

BACKSLOPE UNTIL DAYLIGHT

CATCHPOINT, TYP. CATCHPOINTS

VARIES.

"L"

SEE NOTE 1

℄ OF NEW CONSTRUCTED

ROAD OR WELL PAD OR

CUL-DE-SAC

DITCH ℄

FILL SLOPE DAYLIGHT

CATCHPOINT, TYP

1V:2H OR FLATTER CUTSLOPE/

BACKSLOPE

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

E.WHATLEY

C-101

DRAIN DITCH W/ BACKSLOPE EXCAVATION DETAIL

TYPICAL TO BOTH SIDES (NTS)

LEAD-OFF DITCH DETAIL (MITRE DRAIN)

TYPICAL TO BOTH SIDES (NTS)

DRAWING TITLE

ARCHIVE NO.

TYPICAL ROADWAY

AND LEAD OFF

DITCH DETAILS

DATE SIGNED

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

SAVANNAH RIVER

SITE (SRS)

SRS ROAD

MAINTENANCE IDIQ

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.

EMBANKMENT CONSTRUCTION NOTES:

1. BREAK UP THE EXISTING ROADWAY GROUND SURFACE TO A MINIMUM DEPTH OF 6 INCHES BY PLOWING OR SCARIFYING.

COMPACT THE GROUND SURFACE WITH COMPACTION EQUIPMENT BEFORE CONSTRUCTING ROADWAY EMBANKMENT.

2. PLACE EMBANKMENT MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING 12 INCHES IN COMPACTED THICKNESS.

COMPACT EACH LAYER BEFORE PLACING THE NEXT LAYER.

3. COMPACT EMBANKMENT SIDE SLOPES WITH A TAMPING FOOT ROLLER, BY WALKING WITH A DOZER, OR BY

OVER-BUILDING THE FILL AND THEN REMOVING EXCESS MATERIAL TO THE FINAL SLOPE LINE.

4. AT THE END OF EACH DAY'S OPERATIONS, SHAPE TO DRAIN AND COMPACT THE EMBANKMENT SURFACE TO A UNIFORM

CROSS-SECTION. ELIMINATE RUTS AND LOW SPOTS THAT COULD HOLD WATER.

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E

SUBGRADE

AGGREGATE SUBBASE

(OPTIONAL AS SPECIFIED

BY ENGINEER BASED ON

FIELD SOIL CONDITIONS)

AGGREATE

SUBBASE

AGGREATE

INFILL

(#67 AGGR)

PLACE INFILL MATERIAL

(AASHTO M43 #67 AGGREGATE)

2" ABOVE CELL WALLS

6" CELL OR 8" CELL

COVERED IN PAY ITEMS

340(01) AND 340(02)

4" DEPTH GABC,

RIDING SURFACE

AGGREGATE INFILL

AASHTO M43 #67

AGGREGATE OR

EQUAL

CRUSHED AGGREGATE, GABC

FINISHED GRADE (RIDING SURFACE)

GEOTEXTILE (COVERED IN PAY ITEM 270(04)

TOP OF CELL

GEOCELL

4" SUBBASE

DEPTH

SUBGRADE

GEOTEXTILE (COVERED

IN PAY ITEM 340(03) OR

340(04) AS SPECIFIED

BY ENGINEER)

AGGREATE

INFILL

(#67 AGGR)

PLACE INFILL MATERIAL

(AASHTO M43 #67 AGGREGATE)

2" ABOVE CELL WALLS

6" CELL OR 8" CELL

COVERED IN PAY ITEMS

340(01) AND 340(02)

4" DEPTH GABC,

RIDING SURFACE

AGGREGATE INFILL

AASHTO M43 #67

AGGREGATE OR

EQUAL

CRUSHED AGGREGATE, GABC

FINISHED GRADE (RIDING SURFACE)

GEOTEXTILE (COVERED IN PAY ITEM 270(04)

TOP OF CELL

GEOCELL

GEOTEXTILE (COVERED

IN PAY ITEM 340(03) OR

340(04) AS SPECIFIED

BY ENGINEER)

GENERAL NOTES:

1. PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION

DRAWINGS. COMPACT THE SOIL TO A MINIMUM 95% STANDARD

PROCTOR OR UNTIL NO VISUAL DISPLACEMENT AS APPROVED

BY THE C.O.. IF EXISTING SUBGRADE MATERIAL IS

UNACCEPTABLE, NO WORK SHALL COMMENCE. THE C.O.

SHALL BE NOTIFIED IN WRITING BEFORE ANY WORK MAY

COMMENCE. IF FOUND TO BE "DIFFERING SITE CONDITIONS"

AS APPOINTED BY THE C.O., THE C.O. SHALL MAKE THE

DECISION TO HAVE SOILS REMOVED AND REPLACED.

ADDITIONAL COMPENSATION SHALL BE COVERED AS

APPROVED BY THE C.O.

2. AS SHOWN IN DETAIL DRAWING, PROVIDE SPECIFIED

GEOTEXTILE SEPARATION LAYER. GEOTEXTILE SHALL HAVE A

MIN. OF 2 FT. LONGITUDINAL OVERLAP. GEOTEXTILE ARE

COVERED IN SEPARATE PAY ITEM.

3.

4.

5.

6.

WHERE REQUIRED, PLACE AND COMPACT SUBBASE MATERIAL

TO A MINIMUM 95% STANDARD PROCTOR OR UNTIL NO VISUAL

DISPLACEMENT AS APPROVED BY THE C.O.. SUBBASE

MATERIAL ARE COVERED IN SEPARATE PAY ITEM.

EXPAND THE GEOCELL (GEOWEB OR EQUAL) SECTIONS INTO

POSITION AND CONNECT THE END TO END AND INTERLEAF

CONNECTIONS WITH ATRA KEYS AND ALL ACCESSORIES

NEEDED TO PLACE AND ERECT (INCIDENTAL TO PAY ITEM

340(01) AND 340(02).

PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE

CELL WALLS AND COMPACT TO A MINIMUM 95% STANDARD

PROCTOR OR UNTIL NO VISUAL DISPLACEMENT AS APPROVED

BY THE C.O.. INFILL MATERIAL ARE COVERED IN SEPARATE

PAY ITEM.

PROVIDE ADDITIONAL SURFACE MATERIAL, AS SHOWN IN

DETAIL DRAWING OR AS SPECIFIED. SURFACE MATERIAL ARE

COVERED IN SEPARATE PAY ITEM.

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

GEOCELL DETAIL

D-101

PROJECT NAME

SAVANNAH RIVER

SITE (SRS)

DRAWING TITLE

ARCHIVE NO.

SRS ROAD

MAINTENANCE

IDIQ

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

VERY POOR SOILS STABILIZATION DETAIL A-A

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SLOPE -2% SLOPE -2%

7' - 9' 7' - 9' 1'

TYP

ROADWAY

15' - 19' FULL WIDTH OF ROADWAY

SHOULDER

EDGE

TRAVELED

WAY

EDGE

EMBANKMENT MATERIAL

OR UNDISTURBED MATERIAL

OF ORIGINAL GROUND

10"- 12" NOMINAL

DITCH BOTTOM DEPTH,

TYP TO BOTH SIDES

DAYLIGHT CUT DAYLIGHT CUT

SHOULDER

EDGE

1V:2H OR FLATTER

FORESLOPE TYP

TO BOTH SIDES,

ALL SECTIONS

COMPACTED

DEPTH OF AGGR.

COMPACTED SUBGRADE

DAYLIGHT FILL, TYP

1V:2H FILL SLOPE OR

FLATTER TYP, ALL SECTIONS

SLOPE -2% SLOPE -2%

6' 6' 1'

TYP

ROADWAY

14' FULL WIDTH OF ROADWAY

SHOULDER

EDGE

TRAVELED

WAY

EDGE

EMBANKMENT MATERIAL

OR UNDISTURBED MATERIAL

OF ORIGINAL GROUND

10"- 12" NOMINAL

DITCH BOTTOM DEPTH,

TYP TO BOTH SIDES

DAYLIGHT CUT

SHOULDER

EDGE

1V:2H OR FLATTER

FORESLOPE TYP

TO BOTH SIDES,

ALL SECTIONS

COMPACTED

DEPTH OF AGGR.

COMPACTED SUBGRADE

DAYLIGHT FILL, TYP

1V:2H FILL SLOPE OR

FLATTER TYP, ALL SECTIONS

FILL SLOPE, TYP

TO OPPOSITE SIDE

SLOPE -2%

6' 6' 1'

TYP.

ROADWAY

14' FULL WIDTH OF ROADWAY

SHOULDER

EDGE

TRAVELED

WAY

EDGE

EMBANKMENT MATERIAL

OR UNDISTURBED MATERIAL

OF ORIGINAL GROUND

1V:2H FILL SLOPE

OR FLATTER TYP,

ALL SECTIONS TYP.

TO BOTH SIDES

SHOULDER

EDGE

1V:2H FILL SLOPE

OR FLATTER TYP,

ALL SECTIONS TYP.

TO BOTH SIDES

COMPACTED SUBGRADE

1V:2H OR FLATTER

FORESLOPE TYP

TO BOTH SIDES,

ALL SECTIONS

SLOPE -2%

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.

NOTES:

1. WHERE EMBANKMENT SOIL IS

UNSTABLE OR ON STEEPER

GRADES WHERE OUTSLOPING IS

NOT RECOMMENDED, CONSIDER

APPLYING AN INSLOPE ROAD

TEMPLATE.

2. DEPENDING ON LOCAL

CONDITIONS, A DITCH MAY BE

REQUIRED. INSLOPE SECTIONS

COLLECT WATER AND WILL

REQUIRE CROSS DRAINS.

NOTES:

1. DOUBLE-LANE ROADS USUALLY

HAVE A CROWN SURFACE.

2. SINGLE-LANE ROADS MAY HAVE

A CROWN SURFACE.

10" - 12"

UNDISTURBED

MATERIAL

EDGE OF ROAD

MATCH EXISTING

BACKSLOPE, 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.

LEAD-OFF DITCH

BACKSLOPE

CONSTRUCT LEAD-OFF

DITCH UNTIL DAYLIGHT

(-2% MINIMUM)

SPECIFIED

RECLAMATION

EQUIPMENTCONTRACTOR SHALL

WINDROW AND SPREAD

MILLING MATERIAL AT

4" SPECIFIED DEPTH

BEFORE OPERATING

SPECIFIED RECLAMATION

EQUIPMENT

SPREAD, MIX, AND COMPACT

ROTOR

ANTICIPATE SETTING DEPTH AT 7" - 8"

(REFER TO MILLINGS SCHEDULE SHEET)

EXISTING AGGREGATE

ROADWAY BASE MATERIAL.

IMPORT AGGR. AS NEEDED.

(REFER TO MILLINGS

SCHEDULE SHEET)

United States Department of Agriculture Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

SRS ROAD

MAINTENANCE IDIQ

DRAWING TITLE

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

TYPICAL ROAD

MILLING DETAIL

4OF 8

D-102

CROWN ROADWAY GRADING DETAIL

NTS

DITCH ESTABLISHMENT AND CLEANING DETAIL

TYPICAL TO BOTH SIDES (NTS)

LEAD-OFF DITCH DETAIL (MITRE DRAIN)

TYPICAL TO BOTH SIDES (NTS)

INSLOPED ROADWAY GRADING DETAIL

TYP. TO BOTH SIDES (NTS)

SRS SAVANNAH RIVER SITE

OUTSLOPED ROADWAY GRADING DETAIL

TYP. TO BOTH SIDES (NTS)

RECLAMATION DETAIL (NTS)

GENERAL NOTES

1. CONTRACTOR SHALL DUMP ANY IMPORTED MATERIAL ONTO THE ROAD AND FORM BY THE GRADER

INTO A WINDROW, FORMING A LONG ROW PARALLELING THE ROADWAY CENTERLINE.

2. ANY IMPORTED AGGREGATE SHALL BE SPREAD AND GRADED IN UNIFORM MANNER PRIOR TO

IMPORTED MILLING MATERIAL. WATER SHALL BE ADDED TO THE AGGREGATE AS NECESSARY TO

ACHIEVE A UNIFORM BLEND WITH THE PROPER MOISTURE CONTENT.

3. CONTRACTOR SHALL USE THE GRADER TO SPREAD ALL IMPORTED MILLINGS (RAP) BY CUTTING

MATERIAL FROM THE WINDROW WITH THE END OF ITS BLADE AND CARRYING THE MATERIAL

ACROSS THE ROAD BEFORE RECLAIMER EQUIPMENT IS USED.

4. CONTRACTOR SHALL COMPACT IN ACCORDACE TO FSSS SECTION 301.05(B) AND FINISH IN

ACCORDANCE TO FP-14 SECTION 301.06 AND PRODUCE A SURFACE FREE OF LOOSE MATERIAL

A

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.)

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

SEE NOTE 3

END POSTS

SEE END POSTS DETAIL

T O

E

O

F

S

L O

P E

F

I

S

O

P

E

ELEVATION PLAN

STEEL OR WOOD POST

STAPLE OR TIE

GEOTEXTILE FABRIC

PLAN

LIMITS OF CLEARING

EXISTING GROUND

UNDISTURBED

VARIES

FLOW

F

I

O

P

E

ELEVATION

VARIES

FLOW

PLAN

SEE NOTE 4

FOR SPACING

T O

E

O

F

S

L O

P E

TOE OF SLOPE

EDGE OF SHOULDER

EDGE OF SHOULDER

SILT FENCE

ROADWAY

TOE OF SLOPE

PLAN

EXISTING RGOUND

S

H

E

O

W

FILL

SILT FENCE

SECTION A-A

FLOW

STAPLE OR TIE

GEOTEXTILE FABRIC

SECTION B

STEEL OR WOOD POSTS

POST DRIVEN TIGHTLY TOGETHER.

TOP OF POSTS TIED TOGETHER

GEOTEXTILE FABRIC

SECTION A

FOLD GEOTEXTILE FABRIC

AROUND EACH POST ONE FULL TURN.

FASTEN FABRIC TO POSTS.

PLAN

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

D-103

DRAWING TITLE

ARCHIVE NO.

SILT FENCING

DETAIL

DATE SIGNED

PROJECT NAME

SILT FENCE AS PERIMETER CONTROLEND POSTS DETAIL

END DETAIL

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

POSTS AT JOINTS

SAVANNAH RIVER

SITE (SRS)

SRS ROAD

MAINTENANCE IDIQ

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ELEVATION

PLAN

BACKFILLED AND COMPACTED

SOIL TO MATCH GROUND LEVEL

D

IR

E C

T

IO

N O

F R

U N

O F

F

F R

O M

D

IS

T U

R B

E D

A R

E A

S

EXCAVATE TRENCH 2"

LARGER THAN WATTLE

EXISTING GROUND (TYP.)

EXISTING GROUND

SEDIMENT WATTLE

F

I

O

P

E

STEP 1: EXCAVATE TRENCH AND

INSTALL SEDIMENT WATTLES

STEP 2: BACKFILL SOIL AGAINST

SEDIMENT WATTLES

FLOW DIRECTION

T O

E

O

F

F

I L

L

S

L O

P E

GENERAL NOTES:

1. DRIVE STAKES AT EACH END AND AT 4-FOOT

SPACING UNTIL WATTLE IS SECURE TO SLOPE. LIVE

STAKES MAY BE USED FOR PERMANENT

INSTALLATIONS. DO NOT CRUSH WATTLE WHILE

STAKING.

2. OVERLAP WATTLES 12-INCH MINIMUM. DRIVE

STAKES AT 6-INCHES FROM WATTLES END ANGLES

TOWARDS THE ADJACENT WATTLES AND SPACE

STAKES AT 4-FOOT MAX.

3. ALL SOIL EROSION CONTROL MEASURES ARE

COVERED IN PAY ITEM 15713.

SLOPE

SEDIMENT WATTLE

1"X1" OR 1"Ø WOOD STAKES. SEE NOTE 2

PLACE EXCAVATED MATERIAL ON

UPHILL SIDE OF SEDIMENT WATTLE

STAGGER JOINT (TYP.)

SLOPE

1"x1" WOOD STAKE

12"

24"

2" TO 3"

2"

SLOPE SPACING (FT)

1:4 OR FLATTER

1:3

1:2

1:1

STAKES REQUIRED

FOR EACH WATTLE

WATTLE LENGTH

(FT.)

STAKES REQUIRED

WATTLE SPACING

F

L

O

W

S

W

T

T

L

E

S

P

A

C

I

N

G

A

R

T

F

L

O

W

INSTALL WATTLES

ALONG CONTOURS

3" MIN. OR AS

SPECIFIED IN PLANS

RUNOFF FROM

DISTURBED AREAS

3" MIN.

DIRECTION OF RUNOFF

INSTALLATION BEYOND TOE OF SLOPE

PROPERLY STAKED AND ENTRENCHED SEDIMENT WATTLE

SEDIMENT WATTLE STAKING DETAIL

SEDIMENT WATTLE LAPPING DETAIL

INSTALLATION ALONG SLOPES

ALTERNATE SEDIMENT WATTLE JOINT DETAIL

SLOPE PROTECTION INSTALLATION

SEDIMENT WATTLE

12" MIN.

OVERLAP

D

I

R

E

C

T

I

N

N

O

F

F

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

D-104

DRAWING TITLE

ARCHIVE NO.

SEDIMENT WATTLE

DETAIL

DATE SIGNED

PROJECT NAME

SRS ROAD

MAINTENANCE IDIQ

SAVANNAH RIVER

SITE (SRS)

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TOE OF SLOPE

CREST OF SLOPE

CRITICAL POINTS

DETAIL "D"

3"

BLANKET 1

BLANKET 3

PROFILE VIEW

DETAIL "A"

F

L

O

W

BLANKET 1

3"

BLANKET 2

CROSS SECTION VIEW

DETAIL "B"

DETAIL "D"

DETAIL "C"

DETAIL "B"

DETAIL "A"

DETAIL "D"

EROSION CONTROL BLANKET STORM

DRAIN DITCH CHANNEL INSTALLATION

(COVERED IN PAY ITEM 15715)

GENERAL NOTES:

** EROSION CONTROL BLANET LINE ITEM = S.Y. SEEDING LINE ITEM = ACRE

1. PREPARE SMOOTH CHANNEL BOTTOM AND CHANNEL SIDE SLOPES. AMEND SOIL AND SEED, AS SPECIFIED. CONSTRUCT A 6'' X

12'' ANCHOR TRENCH AT THE BEGINNING OF THE CHANNEL. LINE THE ANCHOR TRENCH WITH EROSION CONTROL BLANKET (ECB)

LEAVING 12'' EXTENDING PAST THE ANCHOR TRENCH. FASTEN THE ECB MATERIAL INTO THE ANCHOR TRENCH ON 12'' CENTERS.

BACKFILL THE TRENCH WITH TOPSOIL AND COMPACT. COVER THE AREA WITH THE REMAINING 12'' OF THE ECB'S TERMINAL END

LEAVING 6'' TO OVERLAP THE EROSION CONTROL BLANKET. SECURE THE 6'' OVERLAP WITH STAPLES ON 12'' CENTERS.

2. UNROLL THE ECB PARALLEL TO THE PRIMARY DIRECTION OF WATER FLOW AND PLACE IN DIRECT CONTACT WITH THE SOIL

SURFACE. DO NOT STRETCH OR ALLOW THE MATERIAL TO BRIDGE OVER SURFACE INCONSISTENCIES.

3. EXCAVATE 6'' X 6'' CHECK SLOTS EVERY 25' ALONG THE LENGTH OF THE CHANNEL. LINE THE SIDE AND BOTTOM OF THE SLOT

WITH THE ECB AND THEN PULL BACK OVER. FASTEN WITH STAPLES ON 12'' CENTERS. FILL THE CHECK SLOT WITH TOPSOIL, COMPACT, AND CONTINUE UNROLLING ECB DOWN THE CHANNEL.

4. CONTINUE UNROLLING THE ECB DOWNSTREAM OVER THE COMPACTED SLOT TO THE NEXT CHECK SLOT OR TERMINAL ANCHOR

TRENCH. IF MORE THAN ONE SECTION OF ECB IS USED OVERLAP UPSTREAM ECB OVER TOP OF THE DOWNSTREAM ECB 3'' AND

SECURE STAPLES ON 12'' CENTERS.

5. SECURE ECB WHILE UNROLLING ON SIDESLOPES AND CHANNEL BOTTOMS WITH STAPLES AT A FREQUENCY THE TABLE

INDICATES. USE STAPLES HAVING SUFFICIENT GROUND PENETRATION TO RESIST PULLOUT. INCREASE ANCHORING FREQUENCY

AS DIRECTED BY THE ENGINEER AND MANUFACTURER'S REPRESENTATIVE.

6. APPLY SEEDING AND PROTECTION ACCORDING TO SPECIFICATIONS USING APPROVED SEED MIX. DIRECTLY AFTER APPLYING

SEEDING, BUT BEFORE APPLYING MULCHING: INFILL THE VOID SPACES IN THE ECB WITH

OF TOPSOIL. TOPSOIL IS THE SOIL

PROFILE DEFINED TECHNICALLY AS ''A'' HORIZON BY THE SOIL SCIENCE SOCIETY OF AMERICA. USE LOOSE, FRIABLE TOPSOIL

THAT IS FREE OF STONES 1'' OR GREATER IN OVERALL DIMENSIONS, ADMIXTURE OF SUBSOIL, REFUSE, STUMPS, ROOTS, BRUSH, WEEDS AND OTHER MATERIALS THAT PREVENT THE FORMATION OF A SUITABLE SEED BED.

SLOPE GRADE

UP TO 1V:2H

1V:2H TO 1V:1H

STEEPER THAN 1V:1H

AND CHANNEL BOTTOMS

ANCHORING FREQUENCY

1.5 ANCHORS / SQ/YD

2.0 ANCHORS / SQ/YD

3.0 ANCHORS / SQ/YD

6"6"

12"

STAPLE

COMPACTED BACKFILL

SOIL

EROSION CONTROL

BLANKET

6"

6"

STAPLE

FLOW

PROFILE VIEW

DETAIL "C"

CHANNEL CHECK SLOT 3

STAPLE

STAPLE

STAPLE

2'-00" TYP.

CULVERT

DETAIL "D"

2'

BOTTOM OF STORM

DRAIN DITCH

1V

2.0H

OR

FLATTER

TYP.

PREP CHANNEL AND ALL SLOPES

AND PLACE SEEDING BEFORE

BLANKET INSTALLATION

DAYLIGHT TO EXISTING

GROUND (BOTH SIDES)

STORM DRAIN

DITCH DEPTH VAIRES

(1-FT DEPTH MIN.

OR OTHERWISE SPECIFIED)

BIODEGRADABLE EROSION

CONTROL BLANKET PLACED

IN DITCH, TYP... INSTALL TO

DETAILS ABOVE. COVERED IN

PAY ITEM 360(02).

UNDISTURBED GROUND

FULL DRAIN DITCH DETAIL

DRAIN DITCH

SEPARATION & STABILIZATION GEOTEXTILE

TYPE CLASS I TYPE C (INCLUDES FURNISHING

AND PLACEMENT). PLACE BENEATH ALL RIPRAP

FOR FULL LENGTH. COVERED IN PAY ITEM 270(04).

STABILIZE WITH MACHINE

(MACHINE PLACED ROCK

RIPRAP, CLASS II, III, OR IV

AS SPECIFIED IN PAY ITEM

270(01), 270(02), AND 270(03).

TYP

2H

OR

FLATTER

ROADWAY EMBANKMENT

ROADWAY

EMBANKMENT

15"

APPROX.

KEYWAY 15"

APPROX.

EXISTING

GROUND

FG

*FG= FINISHED GRADE

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

STORM DRAINAGE DITCH &

BIODEGRADABLE

EROSION CONTROL

BLANKET FOR DITCHES, &

RIPRAP ARMOR DETAIL

C-102

PROJECT NAME

DRAWING TITLE

ARCHIVE NO.

DATE SIGNED

SRS ROAD

MAINTENANCE IDIQ

SAVANNAH RIVER

SITE (SRS)

FILL SLOPE ARMOR DETAIL

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United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

SRS ROAD

MAINTENANCE IDIQ

SAVANNAH

RIVER SITE (SRS)

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

ROADSIDE

BRUSHING DETAIL

D-105

ROADSIDE BRUSHING DETAIL PER ACTIVITY CODE - 330

(NTS)

10' MAX

5' MIN.

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1 TITLE SHEET-1 TITLE SHEET
Sheets and Views
1 TITLE SHEET
2 ROAD DETAILS
Sheets and Views
6
3 Geocell Detal Drawing
Sheets and Views
geoweb
4 Rap Drawing
5 SILT FENCING
Sheets and Views
5 Silt Fencing Detail
6 WATTLE DETAIL
Sheets and Views
6 wattle
7 DRAINAGE DITCH
Sheets and Views
STORM DRAINAGE FILL SLOPE ARMOR
8 ROADSIDE BRUSHING DETAIL-5
Sheets and Views
5

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