A-10. Attachment 5. Drawings_ Road Maintenance.pdf
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FOREST LOCATION
United States Department of Agriculture
Forest Service
RANGER DISTRICT OFFICES:
OCONEE RANGER DISTRICT
1199 MADISON RD
EATONTON, GA 31024
CONASAUGA RANGER DISTRICT
3941 US-76
CHATSWORTH, GA 30705
CHATTOOGA RIVER RANGER DISTRICT
9975 US-441
LAKEMONT, GA 30552
BLUE RIDGE RANGER DISTRICT
2042 GA-515
BLAIRSVILLE, GA 30512
RECOMMENDED BY:
APPROVED:
ROADS, BRIDGES, AND DAMS ENGINEER DATE
FOREST SUPERVISOR
DATE
ENGINEERING STAFF OFFICER
DATE
DISTRICT RANGER
DATE
R8 SOUTHERN REGION
CHATTAHOOCHEE--OCONEE NATIONAL FORESTS
ROAD MAINTENANCE IDIQ
COUNTIES VARIES THROUGHOUT
GEORGIA
INDEX
SHEET SUB SHEET SHEET TITLE
1 G-101 TITLE SHEET
REFER TO SEPARATE CONTRACT ATTACHMENT FOR
VICINITY MAP OF EACH RANGER DISTRICT
2 G-102 ABBREVIATIONS & SYMBOL LEGEND
3 C-101 TYP. ROADWAY GRADING AND MILLING DETAILS
4 C-102 ROADWAY GEOCELL DETAIL
5 C-103 ROADSIDE BRUSHING DETAIL
6 C-104 SILT FENCE DETAIL
7 C-105 STRAW WATTLES DETAIL
8 C-106 ROLLED EROSION CONTROL FOR DITCHES
9 C-107 SLOPE STABILIZATION WITH MATTING
DESIGN BY:
ENGINEER
DATE
SHEET
E. WHATLEY
E. WHATLEY
02-05-2021
02-05-2021
ABBREVIATIONS
Ø DIAMETER
AB AGGREGATE BASE
ABDN ABANDONED
ACP ACRE, ASPHALT CONCRETE
ACP ASBESTOS CEMENT PIPE
ACM ASBESTOS CONTAINING MATERIAL
AD AREA DRAIN
ADA AMERICANS WITH DISABILITIES ACT
AGG AGGREGATE
ALGN ALIGNMENT
ARV AIR RELEASE VALVE
ASB AGGREGATE SUBBASE
ASPH ASPHALT
BC BEGIN CURVE
BEG BEGIN
BFP BACK FLOW PREVENTER
BLDC BUILDING CORNER
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICES
BOD BOTTOM OF DOCK
BOL BOLLARD
BP BEGINNING OF PROJECT
BSW BACK OF SIDEWALK
BVC BEGIN VERTICAL CURVE
BW FINISHED GRADE AT BOTTOM OF WALL
℄ CENTERLINE
C CONCRETE OR CIVIL
CB CATCH BASIN
C&G CURB AND GUTTER
CG&SW CURB, GUTTER, & SIDEWALK
CI CAST IRON OR CURB INLET
CIP CAST IRON PIPE
CLR CLEAR
CLSM CONTROLLED LOW-STRENGTH MATERIAL
CMN COMMUNICATION
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CONC CONCRETE
CONST CONSTRUCTION OR CONSTRUCT
CONF CONFORM TO EXISTING
COR CONTRACTING OFFICER REPRESENTATIVE
CU CUBIC
CY CUBIC YARD
D DELTA (CURVE)
DCDA DOUBLE CHECK DETECTOR ASSEMBLY
DEMO DEMOLISH
DET DETAIL
DI DROP INLET, DUCTILE IRON
DIA. DIAMETER
DIP DUCTILE IRON PIPE
DOM DOMESTIC
DW DOMESTIC WATER
DWG DRAWING
E EASTING COORDINATE
EC END CURVE
EG EXISTING GRADE
ELEV ELEVATION
ELEC ELECTRICAL
EOP EDGE OF PAVEMENT
EOS EDGE OF SHOULDER
EP ENDING OF PROJECT
ETW EDGE OF TRAVELED WAY
EVA EMERGENCY VEHICLE ACCESS
EVC END VERTICAL CURVE
EXT EXISTING
FA FIRE ALARM
F/C,FC FACE OF CURB
FD FOUND
FDC FIRE DEPARTMENT CONNECTION
FF,FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FIPT FEMALE IRON PIPE THREAD
FL FLOW LINE, FLANGE
FLG FLANGE
FM FLOWMETER
FOUND FOUNDATION
FRD FOREST ROAD DESIGNATION
FS FINISHED SURFACE
FT FOOT, FEET
FW FIRE WATER
G GAS, GROUND ELEVATION
GB GRADE BREAK
GI GALVANIZED IRON
GRD, G GROUND
GV GATE VALVE
HMA HOT MIX ASPHALT
HMAC HOT MIX ASPHALT CONCRETE
HORIZ HORIZONTAL
HT HEIGHT
HP HIGH POINT
I.E. INVERT ELEVATION
INST INSTALL
IRR IRRIGATION
JP JOINT POLE
JT JOINT TRENCH
L LEFT
L= LENGTH (CURVE)
LF LINEAR FEET
LAT LATERAL
LIP LIP OF GUTTER
LP LIGHT POLE, LOW POINT
LS LANDSCAPE
LSA LANDSCAPE ARCHITECT
MA MEDICAL AIR
MAX MAXIMUM
MEP MECHANICAL/ELECTRICAL/PLUMBING
MH MANHOLE
MIN. MINIMUM
MIPT MALE IRON PIPE THREAD
MJ MECHANICAL JOINT
MPVC MIDPOINT OF VERTICAL CURVE
MON MONUMENT
N NORTHING COORDINATE
(N) NEW
NFSR NATIONAL FOREST SYSTEM ROAD
NIC NOT IN CONTRACT
NO. NUMBER
NTS NOT TO SCALE
OHE OVERHEAD ELECTRIC
OVERALL HP - OVERALL HIGH POINT
OVERALL LP - OVERALL LOW POINT
(P) PROPOSED
PB PULL BOX
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PED PEDESTRIAN
PERF PERFORATED
PH POTHOLE
POC POINT ON CURVE
POI POINT OF INTERSECTION
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PRV PRESSURE REDUCING VALVE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
R RIGHT
R= RADIUS (CURVE)
RC RELATIVE COMPACTION
RCP REINFORCED CONCRETE PIPE
RJ RESTRAINED JOINT
RP RADIUS POINT
R/W RIGHT OF WAY
S SOUTH
SD STORM DRAIN
SHLDR SHOULDER
STA STATION
STD STANDARD
STL STEEL
S/W SIDEWALK
TW TRAVELED WAY
TYP TYPICAL
USFS - UNITED STATES FOREST SERVICE
VC - VERTICAL CURVE
CIVIL SYMBOLS LEGEND
SURVEY TOPO AND SITE IMPROVEMENTS
CO
D D
WATER TAPPING SADDLE
SEWER MANHOLE
SEWER CLEANOUT
SEWER LAMP HOLE
SEWER VENT
STORM DRAIN MANHOLE
CATCH BASIN
CURB INLET
DRAINAGE INLET
GRADE BREAK
LIMIT OF WORK/GRADING
IRRIGATION BOX
GAS METER
GAS VALVE
WATER METER
WATER VALVE
WATER METER OR BFP
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
UNDERGROUND ELECTRIC
TRENCH DRAIN
METAL BEAM GUARD RAIL
SILT FENCE
CHAIN LINK FENCE
FLOW LINE
CONTOUR ELEVATION LINE
CENTER LINE
PROPERTY LINE
MONUMENT LINE
EASEMENT LINE
FINISH GRADE
SURFACE DRAINAGE SLOPE
SPOT ELEVATION
GATE VALVE
BUTTERFLY VALVE
DEMO
NEW EXISTING
6" CURB & GUTTER
EDGE OF AC PAVEMENT
6" VERTICAL CURB
DOMESTIC WATER MAIN
ELECTRIC LINE
FIRE WATER MAIN
GAS LINE
IRRIGATION LINE
OVERHEAD WIRES
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
RECYCLED WATER
SANITARY SEWER LINE
STORM DRAIN LINE
STREET LIGHT CONDUIT
TELECOMMUNICATIONS
TELEPHONE LINE
TELEVISION LINE
WATER LINE
STORM DRAIN CLEANOUT
ELECTRIC VAULT COVER
PULL BOX
HIGH VOLTAGE ELECTRIC
TELEPHONE MANHOLE
POWER POLE
GUY WIRE & ANCHOR
JOINT POLE
STREET LIGHT
ELECTROLIER
TRAFFIC SIGNAL
TRAFFIC SIGNAL
PEDESTRIAN LIGHT
PEDESTRIAN PUSH BUTTON
CROSSWALK DETECTOR
STREET LIGHT PULLBOX
SIGN (AS NOTED)
THRUST BLOCK
CAP
FF
C C
W WW W
KEYNOTE
DEMOLITION NOTE
DETAIL NUMBER
ANNOTATION
SECTION LETTER
A
C-101
SHEET NUMBER ON WHICH
SECTION APPEARS
A
C-101
SHEET NUMBER ON WHICH
DETAIL APPEARS
DETAIL INDICATOR
SECTION INDICATOR
DETAIL NUMBER
A
CONTROL POINT
GENERAL SHEET NOTES
1. THIS IS A STANDARD ABBREVIATION
AND LEGEND SHEET, THEREFORE,
SOME ABBREVIATIONS AND LEGEND
SYMBOLS MAY APPEAR ON THIS SHEET
AND MAY NOT BE UTILIZED ON THIS
PROJECT.
NEW EXISTING
TELECOMMUNICATIONS MANHOLE
TMH TMH
GUY
REGION 8
SOUTHERN REGION
SHEET 2 OF 9
G-102
ROAD
MAINTENANCE
IDIQ
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
ABBREVIATIONS &
SYMBOL LEGEND
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
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FORESLOPE,
TYP
DAYLIGHT CUT/ BACKSLOPE,
TYP
EXISTING
ROADWAY ℄
UNDISTURBED SOIL
BOTTOM OF DITCH
LEAD-OFF DITCH
BACKSLOPE
CONSTRUCT LEAD-OFF
DITCH UNTIL DAYLIGHT
(-2% MINIMUM)
NOTES:
1. AN OUTLET LEAD-OFF DITCH CARRIES
WATER AWAY FROM A ROAD TO
PREVENT THE ROAD SUBGRADE FROM
BEING SATURATED OR ERODED.
2. LOCATE AN OUTLET DITCH AT THE
LOWER END OF A CULVERT OR DRAIN
DIP OR AT THE POINT WHERE A
ROADSIDE DITCH DAYLIGHTS ONTO
NATURAL GROUND.
3. CONSIDER USE OF ENERGY
DISSIPATION MEASURES AS NEEDED.
4. CONSTRUCTION OR MAINTENANCE OF
LEAD OFF DITCH IS COVERED IN PAY
ITEM 30301 (FIELD VERIFICATION IS
STRONGLY RECOMMENDED AND SHALL
BE IN DESIGNATED AREAS AS
APPROVED BY THE C.O.)
OUTSLOPE ROADWAY GRADING SECTION
AS DETERMINED BY DESIGN DRAWINGS OR C.O.
IN-SLOPE ROADWAY GRADING WITH DITCH SECTION
AS DETERMINED BY DESIGN DRAWINGS OR C.O.
12' - 14' FULL WIDTH OF ROADWAY
GRUBBING LIMITS
CLEARING LIMITS
10' - 12' TRAVELED WAY
1'
MIN.
1'
MIN.
SEEDING
(VARIES)
SEEDING
(VARES)
FINISHED COMPACTED
SURFACE
V
H
1' MIN. NOMINAL
DITCH BOTTOM DEPTH
V
H
EXISTING GROUNDLINE
EXISTING UNDISTURBED
NATIVE MATERIAL
PROPOSED 1V:2.0H
OR FLATTER MAX CUT SLOPE
-2% M
IN.
-2% M
IN
NOTES:
1. TRAVELED WAY SURFACES MAY BE INSLOPED (TOWARD THE CUT SLOPE).
2. WHERE EMBANKMENT SOIL IS UNSTABLE OR ON STEEPER GRADES WHERE
OUTSLOPING IS NOT RECOMMENDED, CONSIDER APPLYING AN INSLOPE ROAD
TEMPLATE.
3. DEPENDING ON LOCAL CONDITIONS, A DITCH MAY BE REQUIRED. INSLOPE
SECTIONS COLLECT WATER AND WILL REQUIRE CROSS DRAINS.
EXISTING GROUND
FINISHED COMPACTED
SURFACE
EXISTING GROUNDLINE
-2
M
IN
-2
M
IN
ROADWAY
12' - 14' FULL WIDTH OF ROADWAY
10' - 12' TRAVELED WAY
ROADWAY
SEEDING
(VARIES)
SEEDING
(VARIES)
GRUBBING LIMITS
CLEARING LIMITS
1'
MIN.
1'
MIN.
EXISTING UNDISTURBED
NATIVE MATERIAL
PROPOSED 1V:2.0H
OR FLATTER MAX CUT SLOPE
EXISTING GROUND
1'
MIN.
NOTES:
1. A DITCH IS USUALLY NOT NECESSARY, BUT DRAINAGE CONCENTRATION
FROM UPSLOPE AREAS MAY BE HANDLED WITH SHORT DITCH SECTIONS,
CULVERTS, OR SURFACE CROSS DRAINS.
2. MAKE THIS DETERMINATION BASED ON THE EROSIVE CHARACTERISTICS
OF THE SOIL, PRECIPITATION, RUNOFF RATIOS, GRADIENTS, AND THE
LENGTH OF RUN BEFORE THE WATER MAY BE REMOVED.
12' - 14' FULL WIDTH OF ROADWAY
1' SHOULDER
TYP.
1' SHOULDER
TYP.
1' SHOULDER
TYP.
FINISHED COMPACTED
SURFACE
10' - 12' TRAVELED WAY
GRUBBING LIMITS
CLEARING LIMITS
SEEDING
(VARIES)
SEEDING
(VARIES)
1' MIN. NOMINAL
DITCH BOTTOM DEPTH
TYP. TO BOTH SIDES
ROADWAY
-2% M
IN
.-2
M
IN
C O
N S
T
L
I M
I T
S
T
Y
P
D
A
Y
L
I
G
H
T
C
U
Y
P
D
A
Y
L
I
G
F
I
L
L
P
1'
MIN.
D
A
Y
L
I
G
P
D
A
Y
L
I
G
I
L
P
C O
N S
T
L
I M
I T
S
1'
MIN.
EXISTING GROUNDLINE
V
H
V
H
O
R
A
T
T
E
R
A
T
T
E
R
CROWNED ROADWAY GRADING SECTION
AS DETERMINED BY DESIGN DRAWINGS OR C.O.
V
M
A
T
C
H
E
X
I
S
T
I
N
G
V
M
T
C
H
E
X
I
S
T
I
N
G
UNDISTURBED
MATERIAL
MATCH EXISTING
BACKSLOPE, TYP
EDGE OF EXISTING ROAD
SEEDING AND MULCHING
COVERED IN PAY ITEM
240(01) AND 240(02), TYP.
10" - 12"
ROTOR
SPREAD, MIX, AND COMPACT
W/ ROADWAY COMPACTOR
12" TOTAL RECLAMATION DEPTH
12"
IMPORTED 6" DEPTH OF
CRUSHED AGGREGATE GABC
CONTRACTOR SHALL WINDROW
AND SPREAD IMPORTED AGGREGATE
MATERIAL AT 6" SPECIFIED DEPTH
BEFORE OPERATING SPECIFIED
RECLAMATION EQUIPMENT
EXISTING ROADWAY SUBBASE MATERIAL
AND/OR NATIVE SUBGRADE. EXISTING
SUBGRADE MAY BE EXISTING BEDROCK
SPECIFIED RECLAMATION
EQUIPMENT
6"
GENERAL NOTES:
1. CONTRACTOR SHALL GRADE EXISTING SPECIFIED ROADWAY TO BE RECLAMATED IN A UNIFORM
MANNER PRIOR TO IMPORTED AGGREGATE MATERIAL.. WATER SHALL BE ADDED AS NECESSARY
TO ACHIEVE A UNIFORM BLEND WITH THE PROPER MOISTURE CONTENT.
2. IMPORTING OF ALL AGGREGATE MATERIAL WILL BE COVERED IN SEPARATED PAY ITEM 220(24).
PAY ITEM 220(24) SHALL INCLUDE FURNISHING, PLACEMENT, SPREADING, AND COMPACTION OF
THE IMPORTED AGGREGATE ONLY
3. CONTRACTOR SHALL DUMP SPECIFIED IMPORTED MATERIAL ONTO THE GRADED ROADBED AND
FORM BY THE GRADER INTO A WINDROW, FORMING A LONG ROW PARALLELING THE ROADWAY
CENTERLINE.
4. CONTRACTOR SHALL USE THE GRADER TO SPREAD ALL IMPORTED AGGREGATE BY CUTTING
MATERIAL FROM THE WINDROW WITH THE END OF ITS BLADE AND CARRYING THE MATERIAL.
5. ONCE ALL IMPORTED HAS BEEN SPREAD AND GRADED ONTO EXSTING ROADBED, THE
RECLAMATION EQUIPMENT SHALL THEN BE USED TO PULVERIZE AND MIX MATERIAL TO SPECIFIED
DEPTH AS SHOWN IN DETAIL DRAWING BELOW.
6. ALL EQUIPMENT, LABOR, RECLAMATION, PULVERIZING, WATERING, SPREADING, GRADING, AND
COMPACTION OF MIXING SHALL BE COVERED IN PAY ITEM 370(01).
7. COMPACTION SHALL BE DONE AT A 6-INCH MAX LAYER DEPTH W/ FOUR (4) ROLLER PASSES WITH
A 15,652 LBS VIBRATORY SMOOTH-DRUM ROLLER COMPACTOR OR EQUAL.
RECLAMATION DETAIL (NTS)
DITCH ESTABLISHMENT AND
CLEANING DETAIL (NTS)
LEAD-OFF DITCH DETAIL (MITRE DRAIN)
TYPICAL TO BOTH SIDES (NTS)
ROADWAY GRADING NOTES:
1. ROADWAY GRADING OPERATIONS ARE TO BE DONE OVER THE ENTIRE ROADWAY SURFACE IN ORDER TO REMOVE, BY CUTTING OUT ALL RUTS, POTHOLES, WASH-BOARDING, CORRUGATIONS AND BERMS. ALL SUITABLE DISLODGED AGGREGATE SHALL BE SMOOTHLY REDISTRIBUTED
OVER THE ENTIRE RIDING SURFACE TO PRODUCE THE PROPER INSLOPE, OUTSLOPE, OR CROWN AS SHOWN IN THE DETAILS DRAWINGS BELOW.
ALL ROADWAY SHAPING AS SHOWN BELOW SHALL FIT EXISTING FIELD CONDITIONS AND AS APPROVED BY THE C.O.. COVERED IN PAY ITEM
210(01)A - 210(01)C.
REGION 8
SOUTHERN REGION
SHEET 3 OF 9
C-101
ROAD
MAINTENANCE
IDIQ
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
TYP. ROADWAY
GRADING AND
MILLING DETAILS
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
E. WHATLEY
E. WHATLEY
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SUBGRADE
AGGREGATE SUBBASE
(OPTIONAL AS SPECIFIED
BY ENGINEER BASED ON
FIELD SOIL CONDITIONS)
AGGREATE
SUBBASE
AGGREATE
INFILL
(#67 AGGR)
PLACE INFILL MATERIAL
(AASHTO M43 #67 AGGREGATE)
2" ABOVE CELL WALLS
TOP OF CELL
6" CELL OR 8" CELL
COVERED IN PAY ITEMS
340(01) AND 340(02)
CRUSHED AGGREGATE, GABC
FINISHED GRADE (RIDING SURFACE)
4" DEPTH GABC,
RIDING SURFACE
AGGREGATE INFILL
AASHTO M43 #67
AGGREGATE OR
EQUAL (COVERED IN PAY ITEM 340(05))
GEOTEXTILE (COVERED IN PAY ITEM 270(04)
GEOCELL
4" SUBBASE
DEPTH
SUBGRADE
GEOTEXTILE (COVERED
IN PAY ITEM 340(02) AS SPECIFIED
BY ENGINEER)
AGGREATE
INFILL
(#67 AGGR)
PLACE INFILL MATERIAL
(AASHTO M43 #67 AGGREGATE)
2" ABOVE CELL WALLS
TOP OF CELL
6" CELL OR 8" CELL
COVERED IN PAY ITEMS
340(01) AND 340(02)
CRUSHED AGGREGATE, GABC
FINISHED GRADE (RIDING SURFACE)
4" DEPTH GABC,
RIDING SURFACE
AGGREGATE INFILL
AASHTO M43 #67
AGGREGATE OR
EQUAL (COVERED IN PAY ITEM 340(05))
GEOTEXTILE (COVERED IN PAY ITEM 270(04))
GEOCELL
GEOTEXTILE (COVERED
IN PAY ITEM 340(04) AS SPECIFIED
BY ENGINEER)
GENERAL NOTES:
1. PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION
DRAWINGS. COMPACT THE SOIL TO A MINIMUM 95% STANDARD
PROCTOR OR UNTIL NO VISUAL DISPLACEMENT AS APPROVED
BY THE C.O.. IF EXISTING SUBGRADE MATERIAL IS
UNACCEPTABLE, NO WORK SHALL COMMENCE. THE C.O.
SHALL BE NOTIFIED IN WRITING BEFORE ANY WORK MAY
COMMENCE. IF FOUND TO BE "DIFFERING SITE CONDITIONS"
AS APPOINTED BY THE C.O., THE C.O. SHALL MAKE THE
DECISION TO HAVE SOILS REMOVED AND REPLACED.
ADDITIONAL COMPENSATION SHALL BE COVERED AS
APPROVED BY THE C.O.
2. AS SHOWN IN DETAIL DRAWING, PROVIDE SPECIFIED
GEOTEXTILE SEPARATION LAYER. GEOTEXTILE SHALL HAVE A
MIN. OF 2 FT. LONGITUDINAL OVERLAP. GEOTEXTILE ARE
COVERED IN SEPARATE PAY ITEM.
3. WHERE REQUIRED, PLACE AND COMPACT SUBBASE MATERIAL
TO A MINIMUM 95% STANDARD PROCTOR OR UNTIL NO VISUAL
DISPLACEMENT AS APPROVED BY THE C.O.. SUBBASE
MATERIAL ARE COVERED IN SEPARATE PAY ITEM.
4. EXPAND THE GEOCELL (GEOWEB OR EQUAL) SECTIONS INTO
POSITION AND CONNECT THE END TO END AND INTERLEAF
CONNECTIONS WITH ATRA KEYS AND ALL ACCESSORIES
NEEDED TO PLACE AND ERECT (INCIDENTAL TO PAY ITEM
340(01) AND 340(02).
5. PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE
CELL WALLS AND COMPACT TO A MINIMUM 95% STANDARD
PROCTOR OR UNTIL NO VISUAL DISPLACEMENT AS APPROVED
BY THE C.O.. INFILL MATERIAL ARE COVERED IN SEPARATE
PAY ITEM.
6. PROVIDE ADDITIONAL SURFACE MATERIAL, AS SHOWN IN
DETAIL DRAWING OR AS SPECIFIED. SURFACE MATERIAL ARE
COVERED IN SEPARATE PAY ITEM.
TYP. LOAD SUPPORT STRUCTURE
SURFACE MATERIAL
PERFORATED GEOCELL
(GEOWEB OR EQUIVALENT)
PERFORATED GEOCELL
(GEOWEB OR EQUIVALENT)
GRANULAR INFILL MATERIAL
SUBGRADE
GEOTEXTILE
GRANULAR SUBBASE
(OPTIONAL PENDING
SITE CONDITIONS)
A
D
POOR SOILS STABILIZATION DETAIL A-A
VERY POOR SOILS STABILIZATION DETAIL A-A
REGION 8
SOUTHERN REGION
SHEET 4 OF 9
C-102
ROAD
MAINTENANCE
IDIQ
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
ROADWAY
GEOCELL
DETAIL
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
E. WHATLEY
E. WHATLEY
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ROADSIDE BRUSHING DETAIL PER ACTIVITY CODE - 330
(NTS)
10' MAX
5' MIN.
REGION 8
SOUTHERN REGION
SHEET 5 OF 9
C-103DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
ROADSIDE
BRUSHING DETAIL
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
ROAD
MAINTENANCE
IDIQ
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SILT FENCE - GENERAL NOTES:
1. SILT FENCE MAY BE INSTALLED USING MACHINE SLICING AS
APPROVED BY THE CO. INSTALL MACHINE-SLICED SILT FENCE
ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
2. INSTALL SILT FENCE TO FOLLOW THE GROUND CONTOURS AS
CLOSELY AS POSSIBLE.
3. AS THE SLOPE IS CONSTRUCTED, CURVE THE SILT FENCE UP THE
SLOPE TO PREVENT WATER FROM RUNNING AROUND THE ENDS.
4. POST SPACING WITH FENCE SUPPORT MESH = 10 FT. (MAX.).... POST
SPACING WITHOUT FENCE SUPPORT MESH = 6 FT. (MAX.)
5. CONTRACTOR SHALL BE RESPONSIBLE OF FURNISHING,
INSTALLATION, INSPECTION, MAINTENANCE, AND REMOVAL OF SILT
FENCE, COVERED IN PAY ITEM 360(01). SILT FENCE SHOULD BE
REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED
AND ONCE IT IS REMOVED, THE RESULTING DISTURBED AREA SHALL
BE PERMANENTLY STABILIZED.
6" MIN. TRENCH
GEOTEXTILE
FENCE SUPPORT MESH (OPTIONAL)
1.25 POUND PER FT. MINIMUM MASS STEEL POST, TYP.
24" MIN.
30" MIN.
18"
6" MIN.
BACKFILLED AND COMPACTED SOIL
END POSTS
SEE END POSTS DETAIL
SEE GENERAL NOTE 3
SEE GENERAL NOTE 3
END POSTS
SEE END POSTS DETAIL
T O
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F
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ELEVATION PLAN
WOOD OR STEEL POST
STAPLE OR TIE
GEOTEXTILE FABRIC
PLAN
LIMITS OF CLEARING
EXISTING GROUND
UNDISTURBED
VARIES
FLOW
F
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ELEVATION
VARIES
FLOW
PLAN
SEE GENERAL NOTE 4
FOR SPACING
T O
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S
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TOE OF SLOPE
EDGE OF SHOULDER
EDGE OF SHOULDER
SILT FENCE
EXISTING ROADWAY
TOE OF SLOPE
PLAN
EXISTING RGOUND
S
H
E
O
W
FILL
SILT FENCE
SECTION A-A
FLOW
STAPLE OR TIE
GEOTEXTILE FABRIC
SECTION B
WOOD OR STEEL POSTS
POST DRIVEN TIGHTLY TOGETHER.
TOP OF POSTS TIED TOGETHER
GEOTEXTILE FABRIC
SECTION A
FOLD GEOTEXTILE FABRIC
AROUND EACH POST ONE FULL TURN.
FASTEN FABRIC TO POSTS.
PLAN
GEOTEXTILE
HEAVY DUTY PLASTIC TIES, TYP.
SILT FENCE - WOOD AND STEEL POST REQUIREMENTS:
1. THE SILT FENCE GOETEXTILE FABRIC SHALL CONFORM TO TABLE 7 OF
AASHTO M288.
2. SILT FENCE WOOD AND STEEL POSTS SHALL CONFORM TO THE
REQUIREMENTS OF THE FP-14 SECTION 713.16(B)(2).
3. WOOD POSTS SHALL BE 1½ INCHES BY 1½ INCHES BY 4 FEET TALL (MINIMUM
DIMENSIONS). WOOD POSTS MATERIAL SHALL BE UNTREATED FIR,
REDWOOD, CEDAR, OR PINE, CUT FROM SOUND TIMBER WITH NO LOOSE OR
UNSOUND KNOTS AND POINTED ON END DRIVEN IN GROUND.
4. STEEL POST SHALL BE 48 INCHES MINIMUM IN LENGTH (NO SPLICES). CROSS
SECTION SHAPE OF STEEL POST SHALL BE T-SHAPED, U-SHAPED, OR
L-SHAPED.
SILT FENCE - INSPECTION & MAINTENANCE:
1. THE KEY TO FUNCTIONAL SILT FENCE IS WEEKLY INSPECTIONS,
ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.
2. REGULAR INSPECTIONS OF SILT FENCE SHALL BE CONDUCTED ONCE
EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24-HOURS
AFTER EACH RAINFALL EVENT THAT PRODUCES
" OR MORE OF
PRECIPITATION.
3. ATTENTION TO SEDIMENT ACCUMULATIONS ALONG THE SILT FENCE IS
EXTREMELY IMPORTANT. ACCUMULATED SEDIMENT SHOULD BE
CONTINUALLY MONITORED AND REMOVED WHEN NECESSARY.
4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES
THE HEIGHT OF
THE SILT FENCE.
5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS
OR SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE
REMOVED SEDIMENT AFTER IT IS RELOCATED.
6. CHECK FOR AREAS WHERE STORMWATER RUNOFF HAS ERODED A
CHANNEL BENEATH THE SILT FENCE, OR WHERE THE FENCE HAS
SAGGED OR COLLAPSED DUE TO RUNOFF OVERTOPPING THE SILT
FENCE. INSTALL CHECKS/TIE-BACKS AND/OR REINSTALL SILT FENCE, AS
NECESSARY.
7. CHECK FOR TEARS WITHIN THE SILT FENCE, AREAS WHERE SILT FENCE
HAS BEGUN TO DECOMPOSE, AND FOR ANY OTHER CIRCUMSTANCE
THAT MAY RENDER THE SILT FENCE INEFFECTIVE, THE CONTRACTOR
SHALL REMOVE THE DAMAGED SILT FENCE AND REINSTALL NEW SILT
FENCE IMMEDIATELY.
SILT FENCE AS PERIMETER CONTROLEND POSTS DETAIL
END DETAIL
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
POSTS AT JOINTS
REGION 8
SOUTHERN REGION
SHEET 6 OF 9
C-104DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
SILT FENCE
DETAIL
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
ROAD
MAINTENANCE
IDIQ
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ELEVATION
PLAN
BACKFILLED AND COMPACTED
SOIL TO MATCH GROUND LEVEL
D
IR
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T
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O F
F
F R
O M
D
IS
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A R
E A
S
EXCAVATE TRENCH 2"
LARGER THAN WATTLE
EXISTING GROUND (TYP.)
EXISTING GROUND
SEDIMENT WATTLE
F
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STEP 1: EXCAVATE TRENCH AND
INSTALL SEDIMENT WATTLES
STEP 2: BACKFILL SOIL AGAINST
SEDIMENT WATTLES
FLOW DIRECTION
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GENERAL NOTES:
1. DRIVE STAKES AT EACH END AND AT 4-FOOT
SPACING UNTIL WATTLE IS SECURE TO SLOPE. LIVE
STAKES MAY BE USED FOR PERMANENT
INSTALLATIONS. DO NOT CRUSH WATTLE WHILE
STAKING.
2. OVERLAP WATTLES 12-INCH MINIMUM. DRIVE
STAKES AT 6-INCHES FROM WATTLES END ANGLES
TOWARDS THE ADJACENT WATTLES AND SPACE
STAKES AT 4-FOOT MAX.
3. ALL STRAW WATTLE WORK IS COVERED IN PAY ITEM
360(03).
SLOPE
SEDIMENT WATTLE
1"X1" OR 1"Ø WOOD STAKES. SEE NOTE 2
PLACE EXCAVATED MATERIAL ON
UPHILL SIDE OF SEDIMENT WATTLE
STAGGER JOINT (TYP.)
SLOPE
1"x1" WOOD STAKE
12"
24"
2" TO 3"
2"
SLOPE SPACING (FT)
1:4 OR FLATTER
1:3
1:2
1:1
STAKES REQUIRED
FOR EACH WATTLE
WATTLE LENGTH
(FT.)
STAKES REQUIRED
WATTLE SPACING
F
L
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W
S
W
T
T
L
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S
P
A
C
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G
A
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F
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INSTALL WATTLES
ALONG CONTOURS
3" MIN. OR AS
SPECIFIED IN PLANS
RUNOFF FROM
DISTURBED AREAS
3" MIN.
DIRECTION OF RUNOFF
INSTALLATION BEYOND TOE OF SLOPE
PROPERLY STAKED AND ENTRENCHED SEDIMENT WATTLE
SEDIMENT WATTLE STAKING DETAIL
SEDIMENT WATTLE LAPPING DETAIL
INSTALLATION ALONG SLOPES
ALTERNATE SEDIMENT WATTLE JOINT DETAIL
SLOPE PROTECTION INSTALLATION
SEDIMENT WATTLE
12" MIN.
OVERLAP
D
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F
REGION 8
SOUTHERN REGION
SHEET 7 OF 9
C-105DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
STRAW WATTLES
DETAIL
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
ROAD
MAINTENANCE
IDIQ
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EROSION CONTROL BLANKET
L O
W
STAPLE 12" MAX. C-C
STAPLE 12" MAX. C-C
COMPACTED
NATIVE SOIL
6"
6"
DETAIL A
INITIAL ANCHOR
INITIAL ANCHOR
SEE DETAIL A
SHINGLE SPLICE
SEE DETAIL C
ANCHOR TRENCH
SEE DETAIL D
ANCHOR TRENCH
SEE DETAIL D
STAPLE
(TYP.)
BLANKET EDGES
CHECK SLOT,
SEE DETAIL B
6" MIN.
END OVERLAP
BLANKET
ENDS
6" MAX. C-C
12" MAX. C-C
STAPLE SPACING
SEE NOTE 1
PERSPECTIVE VIEW
DETAIL C
SHINGLE SPLICE
DETAIL D
ANCHOR TRENCH
DETAIL B
CHECK SLOT
(SEE NOTE 2)
NOTE:
1. CONTRACTOR SHALL FURNISH AND PLACE ALL
SEEDING BEFORE ANY EROSION CONTROL
BLANKETS ARE INSTALLED. REFER TO
CONTRACT SEEDING AND MULCHING
SPECIFICATIONS FOR REQUIRED SEED MIX. IF
NO SEEDING AND MULCHING SPECIFICATIONS IS
FOUND IN CONTRACT, NOTIFY THE C.O.
IMMEDIATELY.
2. INSTALL STAPLES ACCORDING TO THE
MANUFACTURE'S RECOMMENDATIONS.
3. PROVIDE CHECK SLOTS ACCORDING TO THE
MANUFACTURE'S RECOMMENDATIONS.
4. ROLL ENDS MAY BE SPLICED IN A CHECK SLOT.
5. TRAPEZOIDAL DITCH SHOWN. SIMILAR DETAILS
FOR A V-DITCH.
6. ALL WORK IS COVERED IN PAY ITEM 360(02).
6"
COMPACTED NATIVE SOIL
STAPLE 12" MAX. C-C
STAPLE
EROSION
CONTROL
BLANKET
EROSION
CONTROL
BLANKET
STAPLE
6" MIN. EDGE OVERLAP
F
L
O
W
EROSION
CONTROL
BLANKET
COMPACTED NATIVE SOIL
STAPLE
3' MAX. C-C
STAPLE 3' MAX
SPACING C-C, TYP.
STAPLE 6" MAX. C-C
6"
NON-DISTURBED GROUND, TYP.
6"
6"
F L O
W
TOP OF DITCH OR
BACKSLOPE DAYLIGHT,
TYP.
1' MIN.
EXTEND BLANKET 1' MIN.
BEYOND DAYLIGHT
CATCHPOINT, TYP. TO
BOTH SIDES
REGION 8
SOUTHERN REGION
SHEET 8 OF 9
C-106
ROAD
MAINTENANCE
IDIQ
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
ROLLED EROSION
CONTROL FOR
DITCHES
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
E. WHATLEY
E. WHATLEY
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12" TO 18"
FASTENER
MATTING
BACKFILL WITH SOIL AND TAMP
6" DEEP X 6" WIDE TRANSVERSE TRENCH
AT 50 FT. INTERVALS (UP SLOPE FACE)
SECTION A-A
EROSION STOP (CHECK SLOT) DETAIL
DETAIL A
TYPICAL GROUND FASTENERS
TYPICAL STAPLES
NO. 11 GAUGE WIRE
10"
6"
WOOD STAKES
1"X3" STOCK CUT
INTO TRIANGULAR SHAPE
STAKE AT 36" TO 60" INTERVALS WITH
GROUND FASTENERS (SEE DETAIL A)
DOUBLE ROW OF FASTENERS AT EROSION STOP
EACH FASTENER ON 12" CENTER
EROSION STOP (CHECK SLOT)
APPLY SEED AND FERTILIZER PER
CONTRACT SPECIFICATIONS
MATTING
OVERLAP EDGES BY 3"
UNROLL AND LAY MATTING OUT DOWN SLOPE
FACE (IN DIRECTION OF FLOW). ANCHOR AT
TOP OF SLOPE. DO NOT STRETCH MATTING
SECURE MATTING WITH WOOD OR METAL FASTENERS
(SEE DETAIL A)
OVERLAP MATTING ENDS 6", UPPER BLANKET
OVER LOWER BLANKET AND ANCHOR
DETAIL FOR STABILIZING
SLOPES WITH MATTING
GRADE, SMOOTH, AND COMPACT SLOPE.
REMOVE ROCKS, TRASH, DEBRIS, AND
OTHER MATERIAL WHICH WILL PREVENT
THE MATTING FROM LAYING FLUSH WITH
THE GROUND. DO NOT TRACK SLOPE FACE
A
A
NOTE:
1. CONTRACTOR SHALL FURNISH AND PLACE ALL SEEDING BEFORE ANY EROSION
CONTROL BLANKETS ARE INSTALLED. REFER TO CONTRACT SEEDING AND
MULCHING SPECIFICATIONS FOR REQUIRED SEED MIX. IF NO SEEDING AND
MULCHING SPECIFICATIONS IS FOUND IN CONTRACT, NOTIFY THE C.O.
IMMEDIATELY.
2. INSTALL STAPLES ACCORDING TO THE MANUFACTURE'S RECOMMENDATIONS.
3. ALL WORK IS COVERED IN PAY ITEM 360(02).
REGION 8
SOUTHERN REGION
SHEET 9 OF 9
C-107
ROAD
MAINTENANCE
IDIQ
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
United States Department of Agriculture Forest Service
CHECKED
SLOPE
STABILIZATION
WITH MATTING
CHATTAHOOCHEE-OCONEE
NATIONAL FOREST
E. WHATLEY
E. WHATLEY
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| 1 Title Sheet |
| Sheets and Views |
| COVERSHEET |
| OLE1 |
| 2 LEGEND |
| Sheets and Views |
| 2 LEGEND |
| 3 Roadway Grading Detail |
| Sheets and Views |
| 3 |
| 4 Geocell Detail |
| Sheets and Views |
| 4 geoweb |
| 5 Roadside Brushing Detail |
| Sheets and Views |
| 5 |
| 6 SILT FENCE DETAIL |
| Sheets and Views |
| 6 Silt Fencing Detail |
| 7 STRAW WATTLE DETAIL |
| Sheets and Views |
| 7 wattle |
| 8 Blanket for ditches |
| Sheets and Views |
| 8 BLANKET FOR DITCHES |
| 9 Blanket for Slopes |
| Sheets and Views |
| 9 BLANKET FOR SLOPES |
File details come from the government source that posted it. Updated .