Final_ERFO_FSR86&FSR153_DrawingsSchdB_Attch4.pdf

SCHEDULE B

ROAD NUMBER 86 153

TYPE OF CONSTRUCTION: C - CONSTRUCTION, R - RECONSTRUCTION

R R

ROAD LOCATION (MILE POST = MP)

6.30 3.30

15101 MOBILIZATION LSQ LS 1 1 1

15713

SOIL EROSION & POLLUTION CONTROL, SILT

FENCE AND SEDIMENT TRAPS

LSQ LS 1 1 2.00

20424

DRAINAGE EXCAVATION, TYPE 2'W X 1'D

FLAT BOTTOM DITCH

AQ LF 200 200.00

21201 LINEAR GRADING CQ MILE 0.04 0.04

25102

PLACED RIPRAP, CLASS 4

AQ TON 42 42.00

25105

KEYED RIPRAP, CLASS 5

AQ TON 52 52.00

30202

4-INCH MINUS AGGREGATE BASE, GEORGIA

DOT GRADATION #4, COMPACTION METHOD

AQ TON 259 21 280.00

30208

1-INCH MINUS SURFACE AGGREGATE,

GEORGIA DOT, GAB GRADATION,

COMPACTION METHOD 1

AQ TON 13 13.00

60201

24" PIPE CULVERT, TYPE GALVANIZED

STEEL, 0.064" THICKNESS, COMPACTION

METHOD 2

AQ LF 36 36.00

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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9 J

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SUMMARY OF ESTIMATED

QUANTITIES AND

GENERAL NOTES

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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SUMMARY OF ESTIMATED QUANTITIES -- FSR 86 & FSR 153 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 EA = EACH LF = LINEAR FOOT LS = LUMP SUM EA = EACH LF = LINEAR FOOT EA = EACH LF = LINEAR FOOT LF = LINEAR FOOT 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 SITE AS A SLASH BARRIER. SEE SHEETS 9 -14 FOR EROSION CONTROL DETAILS. 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 ITEMS 30202 AND 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 AND FSSS 625. 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. FOR SEEDING UNDER LINEAR GRADING, ITEM 21201, IT IS INCIDENTAL TO THE PAY ITEM. SEE THE LINEAR GRADING NOTE #3 ON SHEET 8.

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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9 J

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SIGN PLAN

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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DRAWINGS NOT TO SCALE

AutoCAD SHX Text NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) LATEST EDITION. SPECIFIC FOREST SERVICE SIGNS REQUIRED WILL BE IN ACCORDANCE WITH THE EM 7100-15 GUIDELINES (LATEST EDITION). 2. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. 3. ALL SIGNS ARE TEMPORARY. ALL SIGNS ARE TEMPORARY. THE FOLLOWING NOTES ARE REFERENCED FROM THE MUTCD: : 4. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SPECIFICATIONS. 5. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. 6. REFER TO FP-14 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING AND USE ASTM D 4956 TYPE III, "HIGH REFER TO FP-14 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING AND USE ASTM D 4956 TYPE III, "HIGH INTENSITY". FOR POSTED SPEEDS GREATER THAN 35 MPH, USE TYPE VII "SUPER-HIGH-INTENSITY, PRISMATIC SHEETING" (DIAMOND GRADE). 7. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. 8. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF APPROACHING TRAFFIC, AND SIZED ACCORDING TO SPEED LIMIT REQUIREMENTS. 9. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN. 10. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. 11. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS OTHER THAN THOSE PICTURED MAY BE USED PROVIDED THEY ARE IN CONFORMANCE WITH MUTCD STANDARDS AND APPROVED IN WRITING BY THE CONTRACTING OFFICER. 12. IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND ELECTRIC LIGHTS SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION. 13. TYPE III BARRICADES SHALL BE PLACED ON EITHER SIDE OF UNCOMPLETED CONSTRUCTION SITES WHEN NO CONSTRUCTION ACTIVITIES ARE IN PROGRESS AS APPROVED BY THE CONTRACTING OFFICER. 14. WHERE VEHICLES ARE REQUIRED TO TURN, THE STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH VEHICLES MUST TURN. 15. WHERE VEHICLES ARE REQUIRED TO TURNAROUND, POSITION BARRICADES SO THAT STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADES.

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ROAD CLOSED

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DETOUR

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%%UW3-4

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%%UW8-8

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%%UW20-2

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%%UW20-1

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%%UW8-7

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%%UW5-3

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%%UW8-6

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AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 48" x 18"

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RIGHT OR LEFT

AutoCAD SHX Text 36" x 18" MIN.

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 30" x 30" MIN.

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 36" x 36" MIN.

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TYPE II BARRICADE

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TYPE III BARRICADE

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TYPE I BARRICADE

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DETOUR

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text %%UW21-7a

AutoCAD SHX Text 36" x 36" MIN.

AutoCAD SHX Text 36" x 36" MIN.

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CLOSED

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ROAD

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AHEAD

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WORK

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ROAD

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NOTE: STRIPES ARE 6" WIDE, ALTERNATING ORANGE AND WHITE

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SUPPORT VARIES

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SUPPORT VARIES

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POSTS OR SKIDS

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%%UTYPICAL INSTALLATIONS

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BE PREPARED TO STOP

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ROAD WORK AHEAD

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END ROAD WORK

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AutoCAD SHX Text 48" x 24" MIN.

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SLOW TRAFFIC AHEAD

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LOG TRUCKS

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DETOUR AHEAD

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DETOUR 500 FT

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FRESH OIL

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LOOSE GRAVEL

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TRUCK CROSSING

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ONE LANE BRIDGE

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ROUGH ROAD

AutoCAD SHX Text FW11-10a 30" X 30" IF <35 MPH 36" X 36" IF >35 MPH

AutoCAD SHX Text R11-2 48" X 30"

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HEAVY TRUCK TRAFFIC

AutoCAD SHX Text FW11-10d 30" X 30" IF <35 MPH 36" X 36" IF >35 MPH

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MINIMUM CONSTRUCTION SIGN SCHEDULE

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SIGN

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TEXT

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PERIOD OF USE

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LOCATION

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ROAD WORK AHEAD

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CONSTRUCTION ACTIVITIES

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ROAD 86*

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ROAD CLOSED

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CONSTRUCTION ACTIVITIES

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ROAD 153*

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* AT LOCATIONS ABOVE AND BELOW EACH SITE AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 86 MP 6.30

EXISTING SITE SKETCH

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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%%UFSR 86 MP 6.30 EXISTING SITE SKETCH

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SKETCH NOT TO SCALE

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THE ROADBED IS 11' WIDE AT THE SLIDE. THE SCARP HAS CUT 4' INTO THE ROADBED

AutoCAD SHX Text THE CUT BANK HAS NEAR VERTICAL TO 1:1 SLOPE. 12 SLOPE. IT IS A WEATHER DEPENDENT SEEP. WHEN THERE IS HEAVY RAIN AND A HIGH WATER TABLE, THE SEEP IS ACTIVE.

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THE SCARP IS 45' LONG AND THE TENSION CRACK IS 100' LONG

AutoCAD SHX Text THERE IS A SMALL LEDGE DEVELOPED 5' BELOW THE SCARP WHERE SHRUBS AND BRUSH CAUGHT THE SLIDE. THE SLIDE CONTINUES APPROXIMATELY ANOTHER 60' WHERE IT STOPS. IT DOES NOT REACH WATER

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 86 MP 6.30 ERFO

RECONSTRUCTION PLAN

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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%%UFSR 86 MP 6.30 ERFO RECONSTRUCTION PLAN

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SKETCH NOT TO SCALE

AutoCAD SHX Text ARMOR FILL SLOPE WITH GEORGIA GRADATION #4, APPROX. 259 TONS, ITEM 259 TONS, ITEM 30202

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TYPICAL CROSS SECTION TO SHOW FILL SLOPE ARMOR

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GEORGIA GRADATION #4

AutoCAD SHX Text 2+00

AutoCAD SHX Text 0+00

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

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2'W X 1'D FLAT BOTTOM DITCH

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INSTALL 24" PIPE CULVERT AT 0+00, ITEM 60201

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EROSION CONTROL BARRIER

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

:5

9 J

BE

RA

RD

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IN

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W G;

(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 153 MP 2.21

EXISTING SITE SKETCH

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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%%UFSR 153 MP 2.21 EXISTING SITE SKETCH

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CROSS SECTION OF SITE DAMAGE

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NOT TO SCALE

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SHELF WHERE DAMAGE STOPS

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5' ROADBED REMAINING ON ROCKY SHELF WITH ROCK IN THE ROADBED

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CUTSLOPE IS SOLID ROCK

AutoCAD SHX Text THE CUT BANK HAS NEAR VERTICAL TO 1:1 SLOPE 12 SLOPE AND IS SOLID ROCK. THE ROCK ALSO EXTENDS INTO THE ROADBED.

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GENERAL NOTES

1. ALL EROSION & POLLUTION CONTROL

MEASURES PLACED AT THE SITE WILL BE

INSPECTED FOR EFFECTIVE PREVENTION

OR SILT TRANSPORT FROM THE SITE. ANY

CORRECTIONS ARE THE RESPONSIBILITY OF

THE CONTRACTOR

2. ALL ROCK MATERIAL IS TO BE OBTAINED

FROM A COMMERCIAL SOURCE

3. INSTALL EROSION CONTROL BARRIER

BELOW THE DAMAGED SITE DURING

CONSTRUCTION ACTIVITIES

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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9 J

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W G;

(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

FSR 153 MP 2.21

ERFO RECONSTRUCTION

PLAN

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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%%UFSR 153 MP 2.21 ERFO RECONSTRUCTION PLAN

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2' GEORGIA GRADATION #4, ITEM 30202

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4' CLASS 4 RIPRAP, ITEM 25102

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6" GAB AGGREGATE SURFACE COURSE, ITEM 30208

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5' KEYED IN RIPRAP CLASS 5, ITEM 25105

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PLAN VIEW

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CROSS SECTION

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NOT TO SCALE

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EROSION CONTROL BARRER

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PROJECT NAME

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LINEAR GRADING TYPICAL

ITEM 21201

5' MIN.

EXISTING

GROUND

1-1/4:1

5' MIN.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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9 J

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

LINEAR GRADING

TYPICAL

02/12/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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NO SCALE

AutoCAD SHX Text LINEAR GRADING NOTES: : 1. SPREAD EXCESS OR UNSUITABLE EXCAVATION MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE APPROVED. SPREAD EXCESS OR UNSUITABLE EXCAVATION MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE APPROVED. 2. DO NOT SIDECAST EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS. DO NOT SIDECAST EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS. 3. SEED ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED. METHOD OF SEEDING SHALL BE "SEEDING, DRY METHOD" AS INDIRECT SEED ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED. METHOD OF SEEDING SHALL BE "SEEDING, DRY METHOD" AS INDIRECT METHOD OF SEEDING SHALL BE "SEEDING, DRY METHOD" AS INDIRECT PAYMENT UNDER ITEM 21201, REFER TO FSSS SECTION 625 FOR SPECIFICATION. 4. INSLOPE 2% WITH DITCH, OUT-SLOPE 3% NO DITCH. INSLOPE 2% WITH DITCH, OUT-SLOPE 3% NO DITCH. 5. SUBGRADE WIDTH SHALL BE A MINIMUM 12' WITH DITCH, AND 14' WITHOUT DITCH. BOTH REQUIRE ADDITION FOR CURVE WIDENING + TURNOUTS SUBGRADE WIDTH SHALL BE A MINIMUM 12' WITH DITCH, AND 14' WITHOUT DITCH. BOTH REQUIRE ADDITION FOR CURVE WIDENING + TURNOUTS IF SPECIFIED IN CONTRACT OR MARKED ON THE GROUND. 6. CLEARING LIMITS SHALL BE A MINIMUM OF 5' PAST THE FINISHED ROAD SHOULDER. CLEARING LIMITS SHALL BE A MINIMUM OF 5' PAST THE FINISHED ROAD SHOULDER. 7. MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS OTHERWISE APPROVED. MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS OTHERWISE APPROVED. 8. CLEARING HEIGHT SHALL BE A MINIMUM OF 14' MEASURED FROM ROAD SURFACE. CLEARING HEIGHT SHALL BE A MINIMUM OF 14' MEASURED FROM ROAD SURFACE. 9. CUT AND GRUB ALL TREES & STUMPS 2' OR LESS FROM SHOULDER OF ROAD CUT AND GRUB ALL TREES & STUMPS 2' OR LESS FROM SHOULDER OF ROAD 10. CUT SLOPES SHALL BE 1:1 IN COMMON MATERIAL, AND :1 IN ROCK. CUT SLOPES SHALL BE 1:1 IN COMMON MATERIAL, AND :1 IN ROCK. 34:1 IN ROCK. 11. FILL SLOPES SHALL BE 1¼:1. FILL SLOPES SHALL BE 1¼:1.

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SCATTER CONSTRUCTION SLASH BEYOND THE CLEARING LIMITS INTO NATURAL OPENINGS

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CUT SLOPE *SEE NOTE 10

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DITCH 2:1 SLOPE, MIN. DITCH DEPTH OF 1.0 FT

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RECONSTRUCTED ROAD TEMPLATE

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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

4/9 /18

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9 J

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

EROSION, SEDIMENT,

& POLLUTION

CONTROL NOTES

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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FASTENERS FOR SILT FENCES

OVERLAP AT FABRIC ENDS

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SILT FENCE DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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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

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

:5

9 J

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SEDIMENT BARRIER

DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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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

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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W G;

(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

CHANNEL

STABILIZATION

DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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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

4/9 /18

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9 J

BE

RA

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(R8)

SOUTHERN REGION

FSR 86 AND FSR 153

ERFO

RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SEED MIX DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/9 /18

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SOUTHERN REGION

FSR 86 AND FSR 153

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RECONSTRUCTION

CHATTAHOOTCHEE -

OCONEE NATIONAL

FORESTS

CHATTOOGA RIVER

RANGER DISTRICT

SEEDING DETAILS

04/10/2018

FS090523_R102013_L1-XXX.dwg

J. BERARD

J. BERARD

D. BYRD

SCHEDULE B

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