Attachment Four- DrawingsRoad Maintenance_Drawings.pdf
PDF 8 MB Posted
- Attached to
- Road Maintenance for Forest System Roads Federal contract opportunity
- Solicitation number
- 12445221Q0035
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment Two A001 Base Schedule of Items.pdf | ||
| Attachment Three A001 Optional Schedule of Items.pdf | ||
| Apalachicola Road Maintenance and Repair Base SOI.pdf | ||
| APA ROAD MAINTENCE OPTIONAL SOI.pdf | ||
| 12445221Q0035 Amendment.pdf | ||
| APA ROAD MAINTENCE OPTIONAL SOI.pdf | ||
| Apalachicola Road Maintenance and Repair SOI.pdf | ||
| APA ROAD MAINTENCE OPTIONAL SOI.pdf | ||
| Attachment Five- Wage Determination.pdf | ||
| 12445221Q0035 RFQ.pdf | ||
| Attachment Three CMK2 Recurrent Road Maintenance Schedule of Items .xlsx | XLSX spreadsheet | |
| Attachment One- Statement of Work _.docx | DOCX document | |
| Attachment Two CMRD Routine Road Maintenance Schedule of Items.xlsx | XLSX spreadsheet |
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Text version
PROJECT LOCATION
VICINITY MAP
WAKULLA RANGER DISTRICT OFFICE:
57 TAFF DRIVE, CRAWFORDVILLE, FL 32327
850-926-3561
APALACHICOLA RANGER DISTRICT OFFICE:
11152 NW STATE ROAD 20, BRISTOL, FL 32321
850-643-2282
SHEET OF1
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 02/2020
APALACHICOLA DISTRICT PIT
LOCATIONS MAP
02/2020
WAKULLA DISTRICT PIT
LOCATIONS MAP
02/2020
4 PIT DEVELOPMENT NOTES 02/2020
5 TYPICAL ROADWAY SECTIONS 02/2020
6 TYPICAL ROADWAY SECTIONS 02/2020
7 TYPICAL SURFACING SECTIONS 02/2020
8 TYPICAL LIMEROCK DIP DETAIL 02/2020
9 TYPICAL CULVERT INSTALLATION 02/2020
10 DITCH DETAILS 02/2020
11 EROSION CONTROL DEVICES 02/2020
12 SEDIMENT BASIN DETAIL 02/2020
13 ROLLING DIP DETAIL 02/2020
3/4 /20
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2020 ROAD MAINTENANCE CONTRACT
STANDARD DETAILS
STATE OF FLORIDA
FRANKLIN, LIBERTY, LEON AND WAKULLA COUNTIES
NATIONAL FORESTS IN FLORIDA
APALACHICOLA NATIONAL FOREST
(R08) SOUTHERN REGION
United States Department of Agriculture
Forest Service
CRAWFORDVILLE
BRISTOL
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PIT DEVELOPMENT NOTES:
1. WORK SHALL CONFORM TO THE REQUIREMENTS OF FP-14 SECTION
105, AND AS NOTED ON THE PLANS. THIS WORK IS
CONSIDERED INCIDENTAL TO SUBTASKS 5.2.1 AND 5.2.1.a NO PIT ENTRY
SHALL BE MADE WITHOUT PRIOR SCHEDULING AND/OR
PERMISSION FROM THE COR/ER; CONTACT THE
APALACHICOLA ENGINEERS OFFICE AT 850-575-9064 EXT.
6608 FOR SCHEDULING.
2. CLEAR AND GRUB AS PER REQUIREMEN TS OF SUBTASK 5.9.
3. EXCAVATION OF MATERIAL FROM PIT: THE MATERIAL SHALL BE
REMOVED FROM THE PIT IN ACCORDANCE WITH THE
COR/ ER, AND NO MA TERI AL SHALL BE REMOVED UNTIL
THEN. MATERIAL PITS SHALL BE EXCAVATED NEATLY TO THE
DEPTH OF THE EXISTING PIT. WHERE THE BOTTOM IS ABOVE
NORMAL WATER TABLE IT SHALL BE SLOPED TO DRAIN AS
DIRECTED BY THE COR/ER.
4. BLENDING MATERIALS: WHERE THE MATERIAL IS OBTAINED FROM
STRATIFIED PITS FOR WHICH BLENDING IN THE PIT IS NECESSARY IN ORDER
TO OBTAIN THE DESIRED SAND/CLAY
BLEND, AS DETERMINED BY THE COR/ER, THE EXCAVATING
EQUIPMENT SHALL WORK THE ENTIRE FACE AS NECESSARY
OR AS DIRECTED.
5. OVERBURDEN NOT USED AS PER NOTE #4, SHALL BE
DISPOSED OF IN THE AREA NOTED ON THE PIT DEVELOPMENT PLAN OR AS
DESIGNATED BY THE COR/ER.
6. RESTORATION
A. SHAPE PIT SIDE TO A MINIMUM OF 3: 1 SLOPE.
UPON COMPLETION OF HAULING, ACCESS ROAD SHALL
BE GRADED AND ANY NECESSARY DRAINAGE WORK DONE
TO PREVENT ENVIRONMENTAL DAMAGE.
B. UPON COMPLETION OF EXCAVATION FROM A WET PIT, ALL
BERMS "SHALL" BE REMOVED.
C. ANY STOCKPILED MATERIAL IN THE PIT PRIOR TO
COMMENCING WORK MAY BE USED BY THE CONTRACTOR,
WITH COR/ER APPROVAL, AND AN EQUAL AMOUNT
RESTOCKED AFTER HAULING OPERATIONS HAVE ENDED..
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
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(R08)
SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
APALACHICOLA DISTRICT
PIT
LOCATION MAP
02/28/2020
FS090523_R102013_L1-002.dwg
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105, AND AS NOTED ON THE PLANS. THIS WORK IS
CONSIDERED INCIDENTAL TO SUBTASKS 5.2.1 AND 5.2.1.a NO PIT ENTRY
SHALL BE MADE WITHOUT PRIOR SCHEDULING AND/OR
PERMISSION FROM THE COR/ER; CONTACT THE
APALACHICOLA ENGINEERS OFFICE AT 850-575-9064 EXT.
6608 FOR SCHEDULING.
2. CLEAR AND GRUB AS PER REQUIREMEN TS OF SUBTASK 5.9.
3. EXCAVATION OF MATERIAL FROM PIT: THE MATERIAL SHALL BE
REMOVED FROM THE PIT IN ACCORDANCE WITH THE
COR/ ER, AND NO MA TERI AL SHALL BE REMOVED UNTIL
THEN. MATERIAL PITS SHALL BE EXCAVATED NEATLY TO THE
DEPTH OF THE EXISTING PIT. WHERE THE BOTTOM IS ABOVE
NORMAL WATER TABLE IT SHALL BE SLOPED TO DRAIN AS
DIRECTED BY THE COR/ER.
4. BLENDING MATERIALS: WHERE THE MATERIAL IS OBTAINED FROM
STRATIFIED PITS FOR WHICH BLENDING IN THE PIT IS NECESSARY IN ORDER
TO OBTAIN THE DESIRED SAND/CLAY
BLEND, AS DETERMINED BY THE COR/ER, THE EXCAVATING
EQUIPMENT SHALL WORK THE ENTIRE FACE AS NECESSARY
OR AS DIRECTED.
5. OVERBURDEN NOT USED AS PER NOTE #4, SHALL BE
DISPOSED OF IN THE AREA NOTED ON THE PIT DEVELOPMENT PLAN OR AS
DESIGNATED BY THE COR/ER.
6. RESTORATION
A. SHAPE PIT SIDE TO A MINIMUM OF 3: 1 SLOPE.
UPON COMPLETION OF HAULING, ACCESS ROAD SHALL
BE GRADED AND ANY NECESSARY DRAINAGE WORK DONE
TO PREVENT ENVIRONMENTAL DAMAGE.
B. UPON COMPLETION OF EXCAVATION FROM A WET PIT, ALL
BERMS "SHALL" BE REMOVED.
C. ANY STOCKPILED MATERIAL IN THE PIT PRIOR TO
COMMENCING WORK MAY BE USED BY THE CONTRACTOR,
WITH COR/ER APPROVAL, AND AN EQUAL AMOUNT
RESTOCKED AFTER HAULING OPERATIONS HAVE ENDED..
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
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(R08)
SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
WAKULLA DISTRICT
PIT
LOCATION MAP
02/28/2020
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105, AND AS NOTED ON THE PLANS. THIS WORK IS
CONSIDERED INCIDENTAL TO SUBTASKS 5.2.1 AND 5.2.1.a NO PIT ENTRY
SHALL BE MADE WITHOUT PRIOR SCHEDULING AND/OR
PERMISSION FROM THE COR/ER; CONTACT THE
APALACHICOLA ENGINEERS OFFICE AT 850-575-9064 EXT.
6608 FOR SCHEDULING.
2. CLEAR AND GRUB AS PER REQUIREMEN TS OF SUBTASK 5.9.
3. EXCAVATION OF MATERIAL FROM PIT: THE MATERIAL SHALL BE
REMOVED FROM THE PIT IN ACCORDANCE WITH THE
COR/ ER, AND NO MA TERI AL SHALL BE REMOVED UNTIL
THEN. MATERIAL PITS SHALL BE EXCAVATED NEATLY TO THE
DEPTH OF THE EXISTING PIT. WHERE THE BOTTOM IS ABOVE
NORMAL WATER TABLE IT SHALL BE SLOPED TO DRAIN AS
DIRECTED BY THE COR/ER.
4. BLENDING MATERIALS: WHERE THE MATERIAL IS OBTAINED FROM
STRATIFIED PITS FOR WHICH BLENDING IN THE PIT IS NECESSARY IN ORDER
TO OBTAIN THE DESIRED SAND/CLAY
BLEND, AS DETERMINED BY THE COR/ER, THE EXCAVATING
EQUIPMENT SHALL WORK THE ENTIRE FACE AS NECESSARY
OR AS DIRECTED.
5. OVERBURDEN NOT USED AS PER NOTE #4, SHALL BE
DISPOSED OF IN THE AREA NOTED ON THE PIT DEVELOPMENT PLAN OR AS
DESIGNATED BY THE COR/ER.
6. RESTORATION
A. SHAPE PIT SIDE TO A MINIMUM OF 3: 1 SLOPE.
UPON COMPLETION OF HAULING, ACCESS ROAD SHALL
BE GRADED AND ANY NECESSARY DRAINAGE WORK DONE
TO PREVENT ENVIRONMENTAL DAMAGE.
B. UPON COMPLETION OF EXCAVATION FROM A WET PIT, ALL
BERMS "SHALL" BE REMOVED.
C. ANY STOCKPILED MATERIAL IN THE PIT PRIOR TO
COMMENCING WORK MAY BE USED BY THE CONTRACTOR,
WITH COR/ER APPROVAL, AND AN EQUAL AMOUNT
RESTOCKED AFTER HAULING OPERATIONS HAVE ENDED..
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
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(R08)
SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
PIT
DEVELOPMENT NOTES
02/28/2020
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M I N
M I N
CLEARING & GRUBBING LIMITS
VARIES S.L.
VARIES D.L.
M
A
X
TYPICAL ROADWAY SECTIONS
NOT TO SCALE
Varies S.L.
Varies D.L.
2% M
IN
NATIVE MATERIAL
SUBGRADE
FILL SECTION
2% M
IN
CUT SECTION
Varies S.L.
Varies D.L.
2% M
IN
EXISTING SECTION
2% M
IN
VARIES S.L.
VARIES D.L.
M
A
X
M I N
NOTES
1. TRAVELED WAY SHALL BE SHAPED PRIOR TO
PLACEMENT OF MATERIAL.
2. BORROW SHALL BE AT OR BELLOW OPTIMUM
MOISTURE AT THE TIME OF PLACEMENT UNLESS
OTHERWISE APPROVED BY THE CO.
3. AREAS WITHIN CLEARING AND GRUBBING LIMITS
THAT DO NOT REQUIRE WORK HAVE NOT BEEN
INCLUDED IN DESIGN QUANTITIES FOR PAYMENT.
EXISTING SECTION
S E
E
W
O R
K
D
E S
C R
I P
T I O
N
S H
E E
T S
F
O R
A
C T
U A
L
L
E N
G T
H
TYPICAL DOUBLE LANE TRANSITION
SUBGRADE
TRAVELED WAY
CLEARING & GRUBBING LIMITS
TRAVELED WAY
T R
A N
S I T
T R
A N
S I T
V A
R I E
S
S.L.
WIDTH
D.L.
WIDTH
SEEDING
LIMITS
1'
MIN.
1'
MIN.
SEEDING
LIMITS
SEEDING
LIMITS
1'
MIN.
SEEDING
LIMITS
1'
MIN.
(RECONDITIONING)
(RECONDITIONING)
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
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(R08)
SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
TYPICAL ROADWAY
SECTIONS
02/28/2020
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NOTES
1. TRAVELED WAY SHALL BE SHAPED PRIOR TO
PLACEMENT OF MATERIAL.
2. BORROW SHALL BE AT OR BELLOW OPTIMUM
MOISTURE AT THE TIME OF PLACEMENT UNLESS
OTHERWISE APPROVED BY THE CO.
3. AREAS WITHIN CLEARING AND GRUBBING LIMITS
THAT DO NOT REQUIRE WORK HAVE NOT BEEN
INCLUDED IN DESIGN QUANTITIES FOR PAYMENT.
NOT TO SCALE
TYPICAL ROADWAY SECTIONS
EXISTING SECTION
OUTSLOPE SECTION
VARIES S.L.
VARIES D.L.
2% M
IN
M I N
VARIES S.L.
VARIES D.L.
SEEDING
(VARIES)
1'
MIN.
OUTSLOPE WITH DITCH SECTION
2% M
IN
M
X
EXISTING SECTION
2% M
IN
M I N
2% M
IN
NATIVE MATERIAL
SUBGRADE
VARIES S.L.
VARIES D.L.
VARIES S.L.
VARIES D.L.
X
SUBGRADE
CLEARING & GRUBBING LIMITS
TRAVELED WAY
CLEARING & GRUBBING LIMITS
TRAVELED WAY
NATIVE MATERIAL
SEEDING
LIMITS
1'
MIN.
SEEDING
LIMITS
1'
MIN.
SEEDING
LIMITS
1'
MIN.
(RECONDITIONING)
(RECONDITIONING)
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
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(R08)
SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
TYPICAL ROADWAY
SECTIONS
02/28/2020
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TYPICAL SURFACING SECTIONS
NOT TO SCALE
TRAVELED WAY
BERM TO CONFINE CLAY
SURFACING WHILE MIXING.
USE BERM MATERIAL TO
DRESS OUT DITCH SLOPE
BOX OUT TRAVEL WAY, APPROACHES AND
INTERSECTIONS BY LIGHTLY GRADING AND FORM
A BERM TO CONFINE SURFACING WHILE MIXING
VARIES S.L.
VARIES D.L.
SURFACING SECTION
2%
CRUSHED LIMEROCK AND/OR CLAY
(SEE SURFACING SCHEDULE)
VARIES S.L.
VARIES D.L.
DRESS OUT DITCH
SLOPE WITH BERM
MATERIAL
VARIES S.L.
VARIES D.L.
FINISH SECTION
TRAVELED WAY
2%
VARIES S.L.
VARIES D.L.
COMPACTED
SURFACING MATERIAL
NOTES
1. LIMEROCK SHALL MEET CURRENT FLORIDA
DEPARTMENT OF TRANSPORTATION SPECIFICATION
SECTION 911 FOR LIMEROCK BASE.
2. GRADATION AND SIZE REQUIREMENTS SHALL MEET
THE REQUIREMENTS FOR LIMEROCK ROAD BASE.
SHELL MATERIAL IS NOT ACCEPTABLE.
3. CERTIFICATION OF LIMEROCK QUALITY SHALL BE
FURNISHED BY THE SUPPLIER PRIOR TO PLACEMENT
OF LIMEROCK.
4. OBLITERATE ALL BERMS TO ALLOW UNOBSTRUCTED
FLOW OF RUN-OFF INTO DITCHES.
5. LIMEROCK SURFACING WILL BE FIELD-STAKED BY
THE COR.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
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(R08)
SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
TYPICAL SURFACING
SECTIONS
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NOTES
1. ULTRAVIOLET WOVEN GEOTEXTILE FABRIC SHALL
CONFORM TO FP-14 SECTION 714 TABLE 714-1 FOR
SEPARATION AND STABILIZATION.
2. INSTALL GEOTEXTILE FABRIC FOR SEPARATION AND
STABILIZATION PER FP-14 SECTION 207.04 OR
MANUFACTURERS SPECIFICATION.
3. GRANULAR FILL MATERIAL SHALL BE DUMPED AND
MACHINE SPREAD OVER GEOTEXTILE FABRIC. DO
NOT OPERATE EQUIPMENT DIRECTLY ON THE
SYNTHETIC FABRIC.
4. COMPACTION SHALL BE ACCOMPLISHED BY
OPERATING SPREADING AND HAULING EQUIPMENT
OVER MATERIAL.
5. FABRIC OVERLAP SHALL BE A MINIMUM OF 3 FEET.
COARSE AGGREGATE SHALL BE PLACE ON LAP
PRIOR TO PLACING COARSE AGGREGATE ON SINGLE
LAYERS OF FABRIC, TO PREVENT LATERAL
MOVEMENT.
6. UNLESS OTHERWISE APPROVED BY THE CO,
LIMEROCK SHALL MEET THE REQUIREMENTS OF
F-DOT SIZE NO. 4 COARSE AGGREGATE.
25' 25'
VARIES
(SEE WORK
DESCRIPTION)
EXISTING ROAD
SURFACE
12" F-DOT SIZE NO. 4
COARSE AGGREGATE
VARIES
(SEE WORK
DESCRIPTION)
UV RESISTANT WOVEN
GEOTEXTILE FABRIC PER
FP-14 SECTION 714
PROFILE VIEW
FLAT BOTTOM
PLAN VIEW
C L
E A
R I N
G
G R
U B
B I N
G
L
I M
I T
S
M I N
FLOWLINE
FLOWLINE
25' 25'
EXISTING ROAD
SURFACE
12'
MIN.
3" - 6 " OR AS STAKED
BY THE CO
SECTION A-A
25' 25'
EXISTING ROAD
SURFACE
FINISHED GRADE
UV RESISTANT WOVEN
GEOTEXTILE FABRIC PER
FP-14 SECTION 714
PROFILE VIEW
V-BOTTOM
12" F-DOT SIZE NO. 4
COARSE AGGREGATE
TYPICAL LIMEROCK DIP DETAIL
NOT TO SCALE
A
A
UV RESISTANT WOVEN GEOTEXTILE
FABRIC PER FP-14 SECTION 714
A
A
FINISHED GRADE
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
:1
9 S
CH
AM
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ON
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SOUTHERN REGION
ROAD MAINTENANCE
APALACHICOLA
NATIONAL FOREST
APALACHICOLA & WAKULLA
DISTRICTS
TYPICAL LIMEROCK
DIP DETAIL
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I N
C
O V
E R
S
N
T
E
TYPICAL CULVERT INSTALLATION
NOT TO SCALE
0%
CROSS SECTION
PROFILE
PREVIOUSLY
COMPACTED SUBGRADE
10% OF "D"
OR "H"
6" MIN.
DIAMETER (D)
OR HEIGHT (H)
X
DIAMETER (D)
OR SPAN (S)
SELECTED
BACKFILL MATERIAL
BORROW MATERIAL
RIPRAP OUTLET DETAIL
X
UV RESISTANT WOVEN GEOTEXTILE
FABRIC PER FP-14 SECTION 714
BEDDING MATERIAL
NOTES
1. INSTALL PER FP-14 SECTION 209. PLACE BEDDING
PER FP-14 SECTION 209.08(b). BACKFILL PER FP-14
209.09.
2. MINIMUM TRENCH WIDTH MUST ALLOW FOR PROPER
COMPACTION OF HAUNCH MATERIALS UNDER THE
PIPE.
3. MINIMUM COVER IS EQUAL TO SUBGRADE BEFORE
SURFACING. MINIMUM COVER HEIGHT PER
MANUFACTURERS SPECIFICATION, OR 1.5 FEET,
WHICHEVER IS GREATER.
4. MINIMUM SPACING BETWEEN CULVERTS, EDGE TO
EDGE, IS 3 FEET OR ½ DIAMETER, OR ½ OF SPAN,
WHICHEVER IS LARGER, UNLESS OTHERWISE
STATED IN THE PLANS.
5. WHEN THE CULVERT IS INSTALLED PRIOR TO
CONSTRUCTING SUBGRADE, THIS DISTANCE SHALL
BE 2 PIPE DIAMETERS OR 12 FEET, WHICHEVER IS
LESS.
6. DIMPLE CONNECTOR BANDS SHALL NOT BE USED.
7. PIPES OVER 3 FEET DIAMETER SHALL BE SUPPLIED
WITH LIFTING RINGS.
8. HELICAL PIPE SHALL HAVE RE-ROLLED ENDS.
9. PROVIDE WATER TIGHT GASKET.
M I N
C
O V
E R
S
T
E
3'±
3'±
VARIES
BEDDING MATERIAL
2' MIN. 2' MIN.
3'
SUBGRADE
3' MIN 3' MIN
FLOWLINE
SUBGRADE
DIAMETER (D)
PROFILE VIEW END VIEW
UV RESISTANT WOVEN GEOTEXTILE
FABRIC PER FP-14 SECTION 714
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
:1
9 S
CH
AM
PI
ON
C :\U
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AM
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PROJECT NAME
FOREST NAME
DISTRICT NAME
TYPICAL CULVERT
INSTALLATION
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1. WING DITCH SLOPE SHALL BE EQUAL TO OR LESS THAN
ROAD GRADE, WITH NOT MORE THAN 2% DIFFERENCE.
2. CONSTRUCT WING DITCHES TO DRAIN TO DAYLIGHT OR
100' MAXIMUM.
DITCH DETAILS
NOT TO SCALE
3' MIN
A
℄ ROAD DITCH
℄ W I
G
D
I
T
C
H
℄ ROAD DITCH
SHOULDER OF SUBGRADE
CONSTRUCT DITCH BLOCK
COMPACT PER SPECIFICATIONS
(SEE DITCH BLOCK DETAILS)
A
V A
R I E
S
CLEARING & SEEDING LIMITS
12' - 16'
EDGE OF
SHOULDER
CATCH POINT
℄ DITCH
V A
R I E
S
DITCH GRADE
SUBGRADE EDGE
COMPACT PER SPECIFICATIONS
PLAN VIEW
PROFILE
PLAN VIEW
WING DITCH DETAILS
SECTION A-A
TYPICAL DITCH BLOCK
M I N
10'
MIN.
V A
R I E
S
CLEARING, GRUBBING & SEEDING LIMITS
12' MIN. 24' MAX.
TYPICAL LEAD-OFF DITCH
NOTES
1. DITCH LOCATIONS SHOWN ON WORK DESCRIPTION TO BE
STAKED BY THE CO WITH SAME DEPTH AS SIDE DITCH.
2. CONSTRUCT LEAD-OFF DITCH TO DRAIN TO DAYLIGHT.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
:1
9 S
CH
AM
PI
ON
C :\U
SE
RS
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AM
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PROJECT NAME
FOREST NAME
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1. CONTRACTOR SHALL REMOVE SILT FENCE UPON
COMPLETION OF WORK AS DIRECTED BY CO.
2. SILT FENCE SHALL BE INSTALLED PER WORK
DESCRIPTION AND AT LOCATIONS STAKED BY THE
CO.
EROSION CONTROL DEVICES
NOT TO SCALE
M I N
8' MAX.
TOP OF FENCE
STREAM CHANNEL
WOOD OR METAL STAKE
WEIGHTED OR STAKED
WOVEN FILTER FABRIC MINIMUM
3 OZ. STAPLED OR TIED WITH
WIRE TO THE STAKE
TYPICAL SILT FENCE INSTALLATION
3' MIN.
TYPICAL STRAW WATTLE INSTALLATION
1" X 2" X 24"
WOOD STAKE
NOTES
1. STAKES SHALL BE DRIVEN PERPENDICULAR TO THE
SLOPE FACE.
2. STRAW WATTLE SHALL BE INSTALLED PER WORK
DESCRIPTION AND AT LOCATIONS STAKED BY THE
CO.
3. STRAW WATTLE SHALL BE CERTIFIED WEED FREE.
9" MIN. STRAW WATTLE
1" X 2" X 24"
WOOD STAKE
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
:1
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CH
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PI
ON
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1. SEDIMENT BASIN LOCATIONS SHOWN ON WORK
DESCRIPTION TO BE STAKED BY THE CO.
2. MATERIAL FROM SEDIMENT BASIN CONSTRUCTION
TO BE USED TO CONSTRUCT WATER BAR IN THE
ROAD.
3. SEDIMENT BASIN TO BE SEEDED IMMEDIATELY
FOLLOWING CONSTRUCTION.
TYPICAL SEDIMENT BASIN
NOT TO SCALE
SECTION A-A. TYPICAL SEDIMENT BASIN
WIDTH & DEPTH VARY
LEAD OFF DITCH LENGTH VARIES
(SEE WORK DESCRIPTION)
B
B
SEDIMENT BASIN SIZE VARIES
(SEE WORK DESCRIPTION)
TOP OF WATER BAR END WATER BARBEGIN WATER BAR
DIAMETER & DEPTH VARY
TYPICAL SEDIMENT BASIN
SECTION B-B. TYPICAL LEAD-OFF DITCH
NOTES
1. DITCH LOCATIONS SHOWN ON WORK DESCRIPTION
TO BE STAKED BY THE CO. WITH SAME DEPTH AS
SIDE DITCH.
2. CONSTRUCT LEAD OFF DITCH TO DRAIN TO
SEDIMENT BASIN.
3. MATERIAL FROM LEAD OFF DITCH CONSTRUCTION
TO BE USED TO CONSTRUCT WATER BAR IN THE
ROAD.
4. LEAD OFF DITCH TO BE SEEDED IMMEDIATELY
FOLLOWING CONSTRUCTION.
T R
A V
E L E
D
W
A Y
℄ ROAD DITCH
CLEARING & GRUBBING LIMITS (VARIES)
FLOWLINE
-2% MAX.
A
A
FLOW LINE
FLOW LINE
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
:1
9 S
CH
AM
PI
ON
C :\U
SE
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AM
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BASIN
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1. WHEN ROLLING DIPS ARE CONSTRUCTED IN DITCH
SECTIONS, THE DITCH SHALL DRAIN ACROSS THE
ROLLING DIP. RESUME DITCH CONSTRUCTION 25'
DOWNGRADE FROM THE CREST OF THE ROLLING
DIP.
2. OUTLET DRAIN DITCHES SHALL HAVE CUT SLOPES
EQUAL TO OR FLATTER THAN 3:1. EXCAVATION FROM
OUTLET DITCHING SHALL BE WASTED ALONG THE
BACKSLOPES SIDES OF THE DITCH. ALL NECESSARY
CLEARING WILL BE TREATED IN ACCORDANCE WITH
FP-14 SECTION 201.
ROLLING DIP
NOT TO SCALE
BOTTOM OF ROLLING DIP
75'
35'
MIN.
75'
M
I N
ORIGINAL GRADE
-2% TO -4%
PROFILE
PLAN VIEW
CREST OF ROLLING DIP
F
L
O
W
PERSPECTIVE VIEW
NATURAL GROUND
F L
O W
M
I N
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
3/4 /20
:1
9 S
CH
AM
PI
ON
C :\U
SE
RS
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CH
AM
PI
ON
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ROLLING DIP
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| Sheets and Views |
| APA_RM_DETAILS-Cover |
| APA_RM_DETAILS-APA Pit |
| APA_RM_DETAILS-WAK Pit |
| APA_RM_DETAILS-Pit Notes |
| APA_RM_DETAILS-Subgrade |
| APA_RM_DETAILS-Outslope |
| APA_RM_DETAILS-Surfacing |
| APA_RM_DETAILS-Dip |
| APA_RM_DETAILS-Culvert |
| APA_RM_DETAILS-Ditch |
| APA_RM_DETAILS-Erosion |
| APA_RM_DETAILS-Basin |
| APA_RM_DETAILS-Rolling Dip |
File details come from the government source that posted it. Updated .