Final_ERFO_FSR_32C_&_70_Drawings_signed.pdf
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Attachment 6 - Schedule B Plans
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/s/ Ryan Foote 05/02/2018
ROAD NUMBER 32C 70
TYPE OF CONSTRUCTION: C - CONSTRUCTION, R - RECONSTRUCTION
R R
ROAD LOCATION (MILE POST = MP)
0.35 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
20417
EMBANKMENT CONSTRUCTION,
COMPACTION METHOD A
CQ CY 260 260.00
20425
DRAINAGE EXCAVATION, TYPE ROLLING
DRAIN DIP & SITE FINISH GRADING
AQ EACH 1 1.00
20426
DRAINAGE EXCAVATION, TYPE BLIND DRAIN
SITE PREPARATION
LSQ LS 1 1.00
20701
EARTHWORK GEOSYNTHETICS, TYPE
SEPARATION CLASS 1 WOVEN, TYPE D
AQ SY 366 366.00
21201 LINEAR GRADING CQ MILE 0.14 0.14
25102
PLACED RIPRAP, CLASS 4
AQ TON 329 329.00
25105
KEYED RIPRAP, CLASS 4
AQ TON 1389 1389.00
30202
4-INCH MINUS AGGREGATE BASE, GEORGIA
DOT GRADATION #4, COMPACTION METHOD
AQ TON 165 165.00
30208
1-INCH MINUS SURFACE AGGREGATE,
GEORGIA DOT, GAB GRADATION,
COMPACTION METHOD 1
AQ TON 92 300 392.00
60708 CLEANING CULVERTS IN PLACE AQ EACH 1 1.00
61805
KEYED IN-PLACE PRECAST CONCRETE
BARRIERS (JERSEY BARRIERS) FOR
STABILIZATION PROTECTION OF
STREAMBANK
AQ EACH 8 8.00
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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(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
SUMMARY OF
ESTIMATED QUANTITIES
AND GENERAL NOTES
04/09/2018
FS090523_R102013_L1-XXX.dwg
J. BERARD
J. BERARD
D. BYRD
AutoCAD SHX Text SUMMARY OF ESTIMATED QUANTITIES -- FSR 32C (ABE GAP) & FSR 70 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 LS = LUMP SUM EA = EACH EA = EACH 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 11-16 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 CONTRACTOR. FOR SEEDING UNDER LINEAR GRADING, ITEM 21201, IT IS INCIDENTAL TO THE PAY ITEM. SEE THE LINEAR GRADING NOTE #3 ON SHEET 10.
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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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(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
SIGN PLAN
04/09/2018
FS090523_R102013_L1-XXX.dwg
J. BERARD
J. BERARD
D. BYRD
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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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DETOUR
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%%UW3-4
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AutoCAD SHX Text 36" x 36" MIN.
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RIGHT OR LEFT
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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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CLOSED
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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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SLOW TRAFFIC AHEAD
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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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CONSTRUCTION ACTIVITIES
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ROAD 32C
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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
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HEAVY TRUCK TRAFFIC
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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 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
FSR 32C
EXISTING SITE SKETCH
04/09/2018
FS090523_R102013_L1-XXX.dwg
J. BERARD
J. BERARD
D. BYRD
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EXISTING CONCRETE BLOCKS PREVIOUSLY INSTALLED AFTER 2013 ERFO EVENT
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ROAD WIDTH APPROX. 16 FEET DOWN GRADE INTO THE CURVE
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FLAT NEXT TO THE RIVER REBUILT DURING LAST ERFO EVENT 2013
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EDGE OF ROADBED
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EXISTING GATE 1+60
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EOP 2+62
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RIVER BANK EDGE
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EXISTING ROLLING DIP 2+35
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0+00 BOP
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RIVER BANK EDGE
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EXISTING DAMAGE TO ROAD
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EXISTING DAMAGE FROM OVERFLOW OF RIVER BANK
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%%UFSR 32C EXISTING SITE SKETCH
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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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FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
FSR 32C ERFO
RECONSTRUCTION PLAN
VIEW
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FS090523_R102013_L1-XXX.dwg
J. BERARD
J. BERARD
D. BYRD
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BLIND DRAIN SITE WIDTH OF ROAD 0+40
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EXISTING CONCRETE BLOCKS PREVIOUSLY INSTALLED
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ROAD WIDTH APPROX. 16 FEET DOWN GRADE INTO THE CURVE
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FLAT NEXT TO THE RIVER REBUILT DURING LAST ERFO EVENT 2013
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EDGE OF ROADBED
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EXISTING GATE 1+60
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0+00 BOP BEGIN BLIND DRAIN SITE 11-FEET WIDE
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RIVER BANK EDGE
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%%UFSR 32C ERFO RECONSTRUCTION PLAN
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2+62 END 6" GAB SURFACING (EOP)
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FSR 32C WORKLIST
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STATION
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DESCRIPTION OF WORK
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AutoCAD SHX Text BEGINNING OF PROJECT. BEGIN CONSTRUCTING BLIND DRAIN SITE, 11' WIDTH, ITEM 20426. SEE DETAILS ON SHEET 6. BLIND DRAIN WILL SEE DETAILS ON SHEET 6. BLIND DRAIN WILL . BLIND DRAIN WILL CONSIST OF CLASS 4 RIPRAP 2' DEPTH, ITEM 25102. WRAP THE CLASS 4 RIPRAP WITH GEOTEXTILE SEPARATION FABRIC CLASS 1 WOVEN TYPE D, ITEM 20701. THEN PLACE A LAYER OF AGGREGATE BASE, GEORGIA GRADATION #4 IN 1'-DEPTH, ITEM 30202. BEGIN AGGREGATE SURFACE COURSE 6"-DEPTH, GAB MATERIAL, ITEM 30208. ON THE STREAM BANK, INSTALL 8 NEW CONCRETE JERSEY BARRIERS AS SHOWN ON DRAWINGS, ITEM 61805
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AutoCAD SHX Text BEGIN CONSTRUCTING BLIND DRAIN SITE, 14' WIDTH, ITEM 20426. SEE SEE DETAILS ON SHEET 6. BLIND DRAIN WILL CONSIST OF CLASS 4 . BLIND DRAIN WILL CONSIST OF CLASS 4 RIPRAP 2' DEPTH, ITEM 25102. WRAP THE CLASS 4 RIPRAP WITH GEOTEXTILE SEPARATION FABRIC CLASS 1 WOVEN TYPE D, ITEM 20701. THEN PLACE A LAYER OF AGGREGATE BASE, GEORGIA GRADATION #4 IN 1'-DEPTH, ITEM 30202. BEGIN AGGREGATE SURFACE COURSE 6"-DEPTH, GAB MATERIAL, ITEM 30208
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MAINTAIN EXISTING GATE
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RECONSTRUCT ROLLING DIP, ITEM 20425. END BLIND DRAIN SITE
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END AGGREGATE SURFACING. END ALL ITEMS. END OF PROJECT
AutoCAD SHX Text NOTE: ALL EROSION & POLLUTION CONTROL MEASURES 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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EROSION CONTROL BARRIER
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EROSION CONTROL BARRIER
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CONSTRUCTION NOTES
1. EXCAVATE 2'-DEPTH FOR BLIND DRAIN, 11'
WIDE FROM STA 0+00 TO 0+40 AND 14' WIDE
FROM STA 0+40 TO 2+35
2. FILL BLIND DRAIN WITH CLASS 4 RIPRAP
3. PLACE GEOTEXTILE MATERIAL AS CAP OVER
BLIND DRAIN FROM STA 0+00 TO 2+35
4. CONSERVE EXCAVATED MATERIAL FOR
CONSTRUCTION USE
5. PLACE 1-FT DEPTH GEORGIA GRADATION #4,
11' WIDE FROM STA 0+00 TO 0+40 AND 14'
WIDE FROM STA 0+40 TO 2+35
6. CAP ALL WITH 6" GAB SURFACING MATERIAL
10' WIDE FROM STA 0+00 TO 0+40, AND 16'
WIDE FROM STA 0+40 TO 2+62
GENERAL NOTES
1. WOVEN GEOTEXTILE MATERIAL IS
SEPARATION CLASS 1 WOVEN, TYPE D, AND
WILL CAP THE BLIND DRAIN CLASS 4 RIPRAP
MATERIAL
2. ALL ROCK MATERIAL IS TO BE OBTAINED
FROM A COMMERCIAL SOURCE
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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(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
BLIND DRAIN DETAILS
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%%UBLIND DRAIN DETAILS
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CROSS SECTION STA 0+00 TO 0+40
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1'-DEPTH GEORGIA GRADATION #4
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TYPICAL CROSS SECTION STA 0+40 TO 2+35 (ON ROAD)
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6" GAB SURFACING
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2'-DEPTH CLASS 4 RIPRAP BLIND DRAIN
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6" GAB SURFACING
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EARTH
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2'-DEPTH CLASS 4 RIPRAP BLIND DRAIN
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1'-DEPTH GEORGIA GRADATION #4
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GEOTEXTILE SEPARATION FABRIC CLASS 1 WOVEN, TYPE D
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EARTH
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GEOTEXTILE SEPARATION FABRIC CLASS 1 WOVEN, TYPE D
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ROLLING DIP CONSTRUCTION DIMENSIONS
PROFILE
GRADE
CONSTRUCTION GRADE DEPTH REINFORCEMENT
G1 G2 G3
(FEET)
LENGTH
(FEET)
CUBIC
YARDS
0 TO 4 -7 2 -6 0.60 20 12
5 TO 6 -10 2 -9 0.60 20 12
7 TO 8 -13 2 -12 0.50 20 12
9 TO 10 -16 2 -15 0.50 30 18
ROLLING DIP IS NOT RECOMMENDED WHEN PROFILE GRADE IS OVER 10%
REINFORCEMENT
GRADATION
SIEVE SIZE % PASSING
12" 100%
2" 20 - 80%
" 0 - 40%
#200 0 - 10%
ROLLING DIP CONSTRUCTION NOTES
1. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED THROUGH
THE DIP
2. THE DRAIN LINE SHALL BE PERPENDICULAR TO THE CENTER LINE OF
THE ROADBED
3. PLACE CLASS II OUTLET RIPRAP WHEN SHOWN ON THE DRAWINGS AND
SCHEDULE OF ITEMS. REFER TO THE OUTLET DETAIL SHOWN BELOW
4. FOR DIPS ON AGGREGATE SURFACED ROADS, REDUCE (H) DEPTH BY 0.2
FEET
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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_D
RA
W
IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
ROLLING DIP TYPICAL
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DRAIN LINE
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EXISTING % PROFILE GRADE
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TOE
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AVERAGE
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%%UPROFILE VIEW
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OF
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FILL
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5 TO 25 DEGREES
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SUBGRADE
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1.5:1 OR AS EXISTS
AutoCAD SHX Text IN AREAS WITHOUT A FILL SLOPE EXTEND RIPRAP TO DAYLIGHT. MINIMUM GRADIENT SHALL BE 6% OUTSLOPE
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PLACE 6" GAB SURFACING THROUGH ROLLING DIP
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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
4/9 /18
:2
2 J
BE
RA
RD
F :\J
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SR
C
\E
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O_
FS
R
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_D
RA
W
IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
FSR 70 EXISTING SITE
SKETCH
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J. BERARD
D. BYRD
AutoCAD SHX Text
%%UFSR 70 EXISTING SITE SKETCH
AutoCAD SHX Text 0+00
AutoCAD SHX Text 2+71
AutoCAD SHX Text 4+81
AutoCAD SHX Text 5+09
AutoCAD SHX Text 6+75
AutoCAD SHX Text 7+23
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BRIDGE NO. 5
AutoCAD SHX Text CUT BANK HAS NEAR VERTICAL TO 1:1 12SLOPE. IT IS A SEEP THAT IS BASED ON THE AMOUNT OF WATER AVAILABLE IN THE SUBGRADE
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ROAD WIDTH IS 16 FEET. BANK CUT INTO THE ROADBED UP TO 2 FEET
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TALLULAH RIVER
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SKETCH NOT TO SCALE
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RIVER
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DAMAGE CROSS SECTION STA 0+00 TO 5+09
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RIVER
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DAMAGE CROSS SECTION STA 5+09 TO 7+23
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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
:2
2 J
BE
RA
RD
F :\J
AY
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O_
FS
R
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_D
RA
W
IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
FSR 70 ERFO
RECONSTRUCTION PLAN
VIEW
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J. BERARD
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AutoCAD SHX Text 0+00
AutoCAD SHX Text 2+71
AutoCAD SHX Text 4+81
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AutoCAD SHX Text 6+75
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SKETCH NOT TO SCALE
AutoCAD SHX Text TO FIX THE FILL SLOPE, KEYED IN RIPRAP FOR THE BASE WILL BE NEEDED AND WILL CUT INTO THE ROADBED APPROXIMATELY 2 FEET FOR REPAIR.
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RIVER
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TYPICAL CROSS SECTION STA 0+00 TO 5+09
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RIVER
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TYPICAL CROSS SECTION STA 5+09 TO 7+23
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BRIDGE NO. 5
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FSR 70 WORKLIST
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STATION
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DESCRIPTION OF WORK
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AutoCAD SHX Text BEGIN LINEAR GRADING TO REPAIR ROADWAY, ITEM 21201. BEGIN CONSTRUCTING KEYED IN ROCK FILL SLOPE, CLASS 4 RIPRAP, ITEM 25105. BEGIN AGGREGATE SURFACING, GEORGIA GAB, 6" DEPTH, ITEM 30208
AutoCAD SHX Text 2+71
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EXISTING 18" CULVERT. MAINTAIN AND CLEAN INLET, ITEM 60708
AutoCAD SHX Text 5+09
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FILL SLOPE SHORTENS TO 15'
AutoCAD SHX Text 6+75
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BEGIN BUILDING EMBANKMENT TO RAISE ROADWAY 3', ITEM 20417
AutoCAD SHX Text 7+23
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END ALL WORK ITEMS. END OF PROJECT AREA
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KEY IN RIPRAP 20' DOWN EMBANKMENT
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KEY IN RIPRAP 15' DOWN EMBANKMENT
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6" GAB
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6" GAB
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%%UFSR 70 ERFO RECONSTRUCTION PLAN
AutoCAD SHX Text NOTE: ALL EROSION & POLLUTION CONTROL MEASURES 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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EROSION CONTROL BARRIER
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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
:2
2 J
BE
RA
RD
F :\J
AY
ME
'S _P
RO
JE
CT
S\
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\F
SR
C
\E
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O_
FS
R
C
_D
RA
W
IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
LINEAR GRADING
DETAILS
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J. BERARD
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AutoCAD SHX Text
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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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/9 /18
:2
2 J
BE
RA
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C
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O_
FS
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_D
RA
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IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
EROSION, SEDIMENT, &
POLLUTION CONTROL
NOTES
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J. BERARD
D. BYRD
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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
4/9 /18
:2
2 J
BE
RA
RD
F :\J
AY
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\F
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C
\E
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O_
FS
R
C
_D
RA
W
IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
SILT FENCE DETAILS
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J. BERARD
D. BYRD
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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
4/9 /18
:2
2 J
BE
RA
RD
F :\J
AY
ME
'S _P
RO
JE
CT
S\
\E
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OR
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S\
CH
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T-
OC
ON
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CT
D
RA
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IN
GS
\F
SR
C
\E
RF
O_
FS
R
C
_D
RA
W
IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
SEDIMENT BARRIER
DETAILS
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J. BERARD
D. BYRD
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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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(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
CHANNEL
STABILIZATION DETAILS
04/09/2018
FS090523_R102013_L1-XXX.dwg
J. BERARD
J. BERARD
D. BYRD
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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
:2
2 J
BE
RA
RD
F :\J
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ME
'S _P
RO
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\F
SR
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\E
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O_
FS
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IN
GS
.D
W G;
(R8)
SOUTHERN REGION
FSR 32C (ABE GAP)
AND FSR 70
ERFO
RECONSTRUCTION
CHATTAHOOTCHEE -
OCONEE NATIONAL
FORESTS
CHATTOOGA RIVER
RANGER DISTRICT
SEED MIX DETAILS
04/09/2018
FS090523_R102013_L1-XXX.dwg
J. BERARD
J. BERARD
D. BYRD
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.
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