Final_ERFO_FSR_1227_DrawingsSchdA_Attch2.pdf

SCHEDULE A

ROAD NUMBER 1227

TYPE OF CONSTRUCTION: C - CONSTRUCTION, R - RECONSTRUCTION

R

ROAD LOCATION (MILE POST = MP)

0.87

15101 MOBILIZATION LSQ LS 1 1

15713

SOIL EROSION & POLLUTION CONTROL, SILT

FENCE, SEDIMENT TRAPS, AND TEMPORARY

STREAM DIVERSION

LSQ LS 1 1.00

20301

REMOVAL OF EXISTING GEOWEB MATERIAL

& DISPOSAL OFF OF FOREST SERVICE LAND

IN ACCORDANCE TO STATE DISPOSAL LAWS

LSQ LS 1 1.00

20408

ROADWAY EXCAVATION & PREPARATION OF

SITE FOUNDATION FOR CONCRETE PLANK

FORD, COMPACTION METHOD A(1)

CQ MILE 0.03 0.03

30208

1-INCH MINUS SURFACE AGGREGATE,

GEORGIA DOT, GAB GRADATION,

COMPACTION METHOD 1

AQ TON 131 131.00

30320

ROADWAY RECONDITIONING BEFORE &

AFTER CONCRETE PLANK FORD

INSTALLATION SITE, COMPACTION METHOD

A (1)

LSQ LS 1 1.00

55203

PRE-CAST STRUCTURAL CONCRETE

MEMBERS, TYPE LOW WATER CROSSING

INSTALLATION, 8" X 14" X 16' PLANKS

LSQ LS 1 1.00

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

SUMMARY OF

ESTIMATED QUANTITIES

AND GENERAL NOTES

04/04/2018

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J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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SUMMARY OF ESTIMATED QUANTITIES -- FSR 1227 ERFO RECONSTRUCTION --

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TOTALS

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ITEM NO.

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ITEM DESCRIPTION

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METHOD OF MEASURE

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UNIT OF MEASURE

AutoCAD SHX Text NOTES: : CQ = CONTRACT QUANTITY LS = LUMP SUM FT = LINEAR FEET LS = LUMP SUM FT = LINEAR FEET FT = LINEAR FEET AQ = ACTUAL QUANTITY LSQ = LUMP SUM QUANTITY SY = SQUARE YARD LSQ = LUMP SUM QUANTITY SY = SQUARE YARD SY = SQUARE YARD

AutoCAD SHX Text GENERAL NOTES: : CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). SECTION 151: : IN ORDER TO PREVENT THE SPREAD OF NOXIOUS WEEDS WITHIN THE PROJECT AREA, THE CONTRACTOR WILL BE REQUIRED TO USE CERTIFIED WEED-FREE PRODUCTS AND MATERIALS AND WILL NEED TO FURNISH THE FOREST SERVICE PROOF OF WEED-FREE EQUIPMENT AS PROVIDED FOR IN THE CONTRACT. SECTION 156 & SECTION 635: : TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL COSTS ARE INCIDENTAL TO MOBILIZATION, SECTION 151. SECTION 201: : CLEARING AND GRUBBING IS INCIDENTAL TO ALL EXCAVATION AND SLASH WILL BE PLACED BELOW THE WORK SITE AS A SLASH BARRIER DURING ACTIVITIES SECTION 212: : SPREAD WASTE, EXCESS OR UNSUITABLE MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. DO NOT SPREAD WASTE, EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS, UNLESS OTHERWISE APPROVED. SECTION 302: : AGGREGATE AND ROCK FOR PAY ITEM 30208 ARE COMMERCIAL SOURCE. SECTION 625: : 625.01 ALL AREAS OF DISTURBED EARTH OUTSIDE ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED, SHALL BE "SEEDING, DRY METHOD" AS SET FORTH IN SECTION 625 FSSS 625 AND EROSION CONTROL SHEETS 8 - 13. THIS INCLUDES GATE INSTALLATIONS, CULVERT INSTALLATIONS, TURNOUT RECONSTRUCTION, AND LINEAR GRADING OPERATIONS. WEED-FREE CERTIFIED SEED MUST BE USED, AND CERTIFICATION MUST BE FURNISHED TO THE FOREST SERVICE BY THE PURCHASER.

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SCHEDULE A

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

EXISTING SITE SKETCH

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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%%UFSR 1227 MP 0.87 EXISTING SITE SKETCH

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STREAM FLOW

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STREAM FLOW

AutoCAD SHX Text AT THE STREAM CROSSING, THERE IS OLD GEOWEB MATERIAL IN THE ROADBED. ROAD GRADIENT INTO STREAM IS 2% AND OUT OF STREAM IS 2%

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0+00 BEGINNING OF PROJECT BEGIN EXISTING TURNOUT LEFT

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0+44 END TURNOUT LEFT

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0+61 BEGINNING CROSSING APPROACH GEOWEB SHOWING BELOW SURFACE

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0+93 BEGIN CONCRETE PLANK LOW WATER CROSSING

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1+48 EDGE OF STREAM

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1+80 EDGE OF STREAM

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2+18 END CONCRETE PLANK LOW WATER CROSSING

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2+41 BEGIN EXISTING TURNOUT RIGHT

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3+24 END TURNOUT RIGHT EXISTING ROLLING DIP

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3+61 END OF RECONSTRUCTION EOP

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NOT TO SCALE

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PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

:2

7 J

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

ERFO RECONSTRUCTION

PLAN

04/04/2018

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J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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%%UFSR 1227 MP 0.87 ERFO RECONSTRUCTION PLAN

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NOT TO SCALE

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FSR 1227 MP 0.87 WORKLIST

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STATION

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DESCRIPTION OF WORK

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AutoCAD SHX Text BEGINNING OF PROJECT. BEGIN EXISTING TURNOUT LEFT. BEGIN ROADWAY RECONDITIONING AND 6"-DEPTH AGGREGATE SURFACE COURSE, ITEMS 30208 AND 30320, FOR ENTIRE LENGTH OF THE PROJECT, EXCEPT AT THE CONCRETE PLANK CROSSING

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END EXISTING TURNOUT LEFT

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AutoCAD SHX Text REMOVE OLD GEOWEB SHOWING BELOW THE ROAD SURFACE, ITEM 20301. BEGIN TO ROADWAY EXCAVATION RECONSTRUCT FORD APPROACH, ITEM 20408

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AutoCAD SHX Text BEGIN PRE-CAST STRUCTURAL CONCRETE PLANK LOW WATER CROSSING, ITEM 55203, INCLUDING INCIDENTAL SUBEXCAVATION AND PREPARATION OF SITE

AutoCAD SHX Text 1+48

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EXISTING EDGE OF STREAM

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EXISTING EDGE OF STREAM

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AutoCAD SHX Text END CONCRETE PLANK LOW WATER CROSSING AND INCIDENTAL CONSTRUCTION ITEMS. ALSO END ROADWAY EXCAVATION

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BEGIN EXISTING TURNOUT RIGHT, MAINTAIN

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END EXISTING TURNOUT RIGHT AT EXISTING ROLLING DIP

AutoCAD SHX Text 3+61

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END OF PROJECT. END ALL WORK ITEMS

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STREAM FLOW

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STREAM FLOW

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0+00 BEGINNING OF PROJECT BEGIN TURNOUT LEFT

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0+44 END TURNOUT LEFT

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0+61 BEGINNING APPROACH RECONSTRUCT GEOWEB SHOWING BELOW SURFACE

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0+93 BEGIN CONCRETE PLANK LOW WATER CROSSING

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1+48 EDGE OF STREAM

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1+80 EDGE OF STREAM

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2+18 END CONCRETE PLANK LOW WATER CROSSING

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2+41 BEGIN EXISTING TURNOUT RIGHT

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3+24 END TURNOUT RIGHT EXISTING ROLLING DIP

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3+61 END OF RECONSTRUCTION EOP

AutoCAD SHX Text PRE-CAST STRUCTURAL CONCRETE PLANK LOW WATER CROSSING (SEE DETAILS SHEETS 6 AND 7)

AutoCAD SHX Text NOTE: ALL EROSION & POLLUTION CONTROL ALL EROSION & POLLUTION CONTROL MEASURES PLACED AT THE SITE, INCLUDING STREAM DIVERSION METHODS, WILL BE INSPECTED FOR EFFECTIVE PREVENTION OF SILT TRANSPORT FROM THE SITE. ANY CORRECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

:2

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

LOW WATER CROSSING

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

AutoCAD SHX Text

FSR 1227

AutoCAD SHX Text PRE-CAST REINF. CONCRETE PLANKS (8" X 14" X 16'), QTY 100. MAINTAIN 1" SPACING BETWEEN PLANKS (SEE PLANK DETAILS SHEET 7)

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STREAM BED

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BANK

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BANK

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SLOPE 0%

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SEE DETAIL A

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CONCRETE PLANK LOW WATER CROSSING PLAN VIEW

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CONCRETE PLANK LOW WATER CROSSING CENTERLINE PROFILE

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%%UFSR 1227 MP 0.87 LOW WATER CROSSING

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SLOPE 2%%%

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SLOPE 2%%%

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AutoCAD SHX Text 1+48

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(SHEET 7)

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NOT TO SCALE

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SLOPE -3%

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STREAM BED

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FLOW

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CONCRETE PLANK LOW WATER CROSSING TYPICAL CROSS SECTION

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DIRECTION OF FLOW

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L ROAD

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GENERAL NOTES

1. ATTACH INDIVIDUAL PLANKS USING A CONTINUOUS

STAINLESS STEEL CABLE CONNECTION.

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

PLANKS AND CONNECTORS FOR GOVERNMENT

APPROVAL PRIOR TO INSTALLATION. FINAL SHOP

DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL

ENGINEER.

3. REINFORCED CONCRETE PLANKS AND CUTOFF

BLOCKS SHALL MEET HS-20 TRAFFIC LOADING. USE

TYPE II PORTLAND CEMENT.

4. CONCRETE 28-DAY STRENGTH (FP-14 SECTION 501)

F'c =4000 PSI (MIN.) SEE TABLE 501-1

5. EPOXY COATED REINFORCING STEEL (FP-14,

SECTION 554, GRADE 60) Fy = 60 KSI

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

LOW WATER CROSSING

DETAILS

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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%%UFSR 1227 MP 0.87 LOW WATER CROSSING DETAILS

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CONCRETE PLANK PLAN VIEW

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CONCRETE PLANK CROSS SECTION

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CONTINUOUS STAINLESS STEEL CABLE CONNECTION

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PROFILE - DETAIL A

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

:2

7 J

BE

RA

RD

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AY

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W G;

(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

EROSION, SEDIMENT, &

POLLUTION CONTROL NOTES

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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FASTENERS FOR SILT FENCES

OVERLAP AT FABRIC ENDS

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

Sd1-S

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

:2

7 J

BE

RA

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W G;

(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

SILT FENCE DETAILS

04/04/2018

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J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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BEGINNING OF

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FABRIC FENCE

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%%UNOTES

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1. THE FABRIC AND WIRE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS

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MUST BE OVERLAPPED A MINIMUM OF 18" OR WRAPPED TOGETHER AROUND A POST TO

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PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET.

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FRONT VIEWS - NOT TO SCALE

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WOOD POST WITH

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STAPLE PLACEMENT

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WOOD POST WITH

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NAIL PLACEMENT

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TOP VEIW - NOT TO SCALE

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END OF FABRIC

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FENCE

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FABRIC

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POST

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FLOW

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FLOW

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FLOW

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FABRIC (WOVEN WIRE FENCE BACKING)

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TRENCH

AutoCAD SHX Text NOTES: : 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.

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SEDIMENT BARRIERS

BRUSH BARRIER SECTION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

SEDIMENT BARRIER

DETAILS

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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GROUNDLINE

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%%UNOTE

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1. INTERMINGLE BRUSH, LOGS, ETC. SO AS TO NOT FORM A SOLID DAM.

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2. BRUSH SHOULD BE WIND-ROWED ON THE CONTOUR AS CLOSE AS POSSIBLE.

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3. MINIMUM BASE WIDTH FOR BARRIER SHALL BE 5 FEET AND SHOULD BE NO

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WIDER THAN 10 FEET. THE HEIGHT OF THE BARRIER SHOULD BE BETWEEN 3'

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AND 5'.

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4. A COMMERCIALLY AVAILABLE FILTER FABRIC MAY BE PLACED ON THE SIDE

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OF THE BRUSH BARRIER RECEIVING SEDIMENT-LADEN RUNOFF FOR ADDED

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FILTER CAPACITY (LOWER EDGE MUST BE BURIED IN A 6 INCH DEEP TRENCH

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AND THE UPPER EDGE MUST BE FASTENED TO THE BRUSH BARRIER).

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BRUSH BARRIER: SOME

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HEAVIER MATERIALS

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REQUIRED AT THE TOP.

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FILL SLOPE

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DESIGNER

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ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

CHANNEL STABILIZATION

DETAILS

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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DRAWING TITLE

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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7 J

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

SEED MIX DETAILS

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

AutoCAD SHX Text DEFINITION Applying plant residues or other suitable materials, produced on the site if possible, to the soil surface. PURPOSE To reduce runoff and erosion To conserve moisture To prevent surface compaction or crusting To control undesirable vegetation To modify soil temperature To increase biological activity in the soil REQUIREMENT FOR REGULATORY COMPLIANCE Mulch or temporary grassing shall be applied to all exposed areas within 14 days of disturbance. Mulch can be used as a singular erosion control device for up to six months, but it shall be applied at the appropriate depth, depending on the material used, anchored and have a continuous 90% cover or greater of the soil surface. Maintenance shall be required to maintain appropriate depth and 90% cover. Temporary vegetation may be employed instead of mulch if the area will remain undisturbed for less than six months. If any area will remain undisturbed for greater than six months, permanent vegetative tech}niques shall be employed. SPECIFICATIONS Mulching Without Seeding: This standard applies to graded or cleared areas where seedlings may not have a suitable growing season to produce an erosion retardant cover, but can be stabilized with a mulch cover. Site Preparation: 1. Grade to permit the use of equipment for applying and anchoring mulch. Grade to permit the use of equipment for applying and anchoring mulch. 2. Install needed erosion control measures as required such as dikes, diversions, berms, terraces and sediment barriers. Install needed erosion control measures as required such as dikes, diversions, berms, terraces and sediment barriers. 3. Loosen compact soil to a minimum depth of 3 inches. Loosen compact soil to a minimum depth of 3 inches. Mulching Materials: Select one of the following materials and apply at the depth indicated: 1. Dry straw or hay shall be applied at a depth of 2 to 4 inches providing complete soil coverage. One advantage of this material is easy application. Dry straw or hay shall be applied at a depth of 2 to 4 inches providing complete soil coverage. One advantage of this material is easy application. 2. Wood waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should Wood waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should waste (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should (chips, sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should sawdust or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should or bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should bark) shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should shall be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should be applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should applied at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should at a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should a depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should depth of 2 to 3 inches. Organic material from the clearing stage of develop}ment should of 2 to 3 inches. Organic material from the clearing stage of develop}ment should of 2 to 3 inches. Organic material from the clearing stage of develop}ment should 2 to 3 inches. Organic material from the clearing stage of develop}ment should 2 to 3 inches. Organic material from the clearing stage of develop}ment should to 3 inches. Organic material from the clearing stage of develop}ment should to 3 inches. Organic material from the clearing stage of develop}ment should 3 inches. Organic material from the clearing stage of develop}ment should 3 inches. Organic material from the clearing stage of develop}ment should inches. Organic material from the clearing stage of develop}ment should inches. Organic material from the clearing stage of develop}ment should Organic material from the clearing stage of develop}ment should Organic material from the clearing stage of develop}ment should material from the clearing stage of develop}ment should material from the clearing stage of develop}ment should from the clearing stage of develop}ment should from the clearing stage of develop}ment should the clearing stage of develop}ment should the clearing stage of develop}ment should clearing stage of develop}ment should clearing stage of develop}ment should stage of develop}ment should stage of develop}ment should of develop}ment should of develop}ment should develop}ment should develop}ment should should should remain on site, be chipped, and applied as mulch. This method of mulching can greatly reduce erosion control costs. 3. Polyethylene film shall be secured over banks or stockpiled soil material for tem}porary protection. This material can be sal}vaged and re-used. Polyethylene film shall be secured over banks or stockpiled soil material for tem}porary protection. This material can be sal}vaged and re-used. Applying Mulch: When mulch is used without seeding, mulch shall be applied to provide full coverage of the exposed area. 1. Dry straw or hay mulch and wood chips shall be applied uniformly by hand or by mechanical equipment. Dry straw or hay mulch and wood chips shall be applied uniformly by hand or by mechanical equipment. 2. If the area will eventually be covered with perennial vegetation, 20-30 pounds of nitrogen per acre in addition to the normal amount shall be applied If the area will eventually be covered with perennial vegetation, 20-30 pounds of nitrogen per acre in addition to the normal amount shall be applied applied to offset the uptake of nitrogen caused by the decomposition of the organic mulches. to offset the uptake of nitrogen caused by the decomposition of the organic mulches. 3. Apply polyethylene film on exposed areas. Apply polyethylene film on exposed areas. Anchoring Mulch: 1. Straw or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth Straw or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth or hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth hay mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth mulch can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth can be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth into the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth the soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth soil with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth with a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth a disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth disk harrow with the disk set straight or with a special "packer disk." Disks may be smooth harrow with the disk set straight or with a special "packer disk." Disks may be smooth harrow with the disk set straight or with a special "packer disk." Disks may be smooth with the disk set straight or with a special "packer disk." Disks may be smooth with the disk set straight or with a special "packer disk." Disks may be smooth the disk set straight or with a special "packer disk." Disks may be smooth the disk set straight or with a special "packer disk." Disks may be smooth disk set straight or with a special "packer disk." Disks may be smooth disk set straight or with a special "packer disk." Disks may be smooth set straight or with a special "packer disk." Disks may be smooth set straight or with a special "packer disk." Disks may be smooth straight or with a special "packer disk." Disks may be smooth straight or with a special "packer disk." Disks may be smooth or with a special "packer disk." Disks may be smooth or with a special "packer disk." Disks may be smooth with a special "packer disk." Disks may be smooth with a special "packer disk." Disks may be smooth a special "packer disk." Disks may be smooth a special "packer disk." Disks may be smooth special "packer disk." Disks may be smooth special "packer disk." Disks may be smooth "packer disk." Disks may be smooth "packer disk." Disks may be smooth disk." Disks may be smooth disk." Disks may be smooth Disks may be smooth Disks may be smooth may be smooth may be smooth be smooth be smooth smooth smooth or serrated and should be 20 inches or more in diameter and 8 to 12 inches apart. The edges of the disk should be dull enough not to cut the mulch but to press it into the soil leaving much of it in an erect position. Straw or hay mulch shall be anchored immediately after application. 2. Straw or hay mulch spread with special blower-type equipment may be anchored. Tackifers, binders and hydraulic mulch with tackifier specifically Straw or hay mulch spread with special blower-type equipment may be anchored. Tackifers, binders and hydraulic mulch with tackifier specifically designed for tacking straw can be substituted for emulsified asphalt. Please refer to specification Tac-Tackifers. Plastic mesh or netting with mesh no larger than one inch by one inch shall be installed according to manufacturer's specifications. 3. Netting of the appropriate size shall be used to anchor wood waste. Openings of the net}ting shall not be larger than the average size of the wood Netting of the appropriate size shall be used to anchor wood waste. Openings of the net}ting shall not be larger than the average size of the wood waste chips. 4. Polyethylene film shall be anchor trenched at the top as well as incrementally as necessary.Polyethylene film shall be anchor trenched at the top as well as incrementally as necessary.

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DESIGNER

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ARCHIVE NO.

DATE

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DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /18

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(R8)

SOUTHERN REGION

FSR 1227

ERFO RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

OCONEE RANGER DISTRICT

FSR 1227 MP 0.87

SEEDING DETAILS

04/04/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE A

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