J-2 Drawings_SIGNED.pdf
PDF 12 MB Posted
- Solicitation number
- 1240LU21Q0001
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE SIGN PLAN
2/13/2020 HMCOOGLE RRDRIGGS 2
6' - 12'
5' MIN.
ROAD
CONSTRUCTION
AHEAD
3' MIN. DEPTH
ROAD
CONSTRUCTION
NEXT _ MILES
FG20-1 60"x36"
MOUNTINGS
PORTABLE AND TEMPORARY
4x4 POST MOUNTING
TYPICAL SIGN INSTALLATION (AS PER MUTCD)
TYPICAL WARNING & REGULATORY SIGNS (AS PER MUTCD)
W21-3 36"x36"
AHEAD
MACHINERY
ROAD
W21-6 30"x30"
SURVEY
CREW
W21-2 30"x30"
OIL
FRESH
FW11-9a 30"x30"
TRAFFIC
HEAVY
TRUCK
W22-3 42"x36"
BLASTING
ZONE
END
W20-1 48"x48"
CONSTRUCTION
AHEAD
ROAD
G20-2 60"x24"
CONSTRUCTION
END
FR13-1C 60"x30"
TO PUBLIC USE
ROAD CLOSED
W20-7 48"x48"
FLAGGER
* * AHEAD, 500 FT, 1000 FT
PREPARED
W20-7b 36"x36"
TO STOP
BE
R11-3a 60"x30"
LOCAL TRAFFIC ONLY
_ MILES AHEAD
ROAD CLOSED
R11-2 48"x30"
CLOSED
ROAD
W20-1 48"x48"
WORK
1000 FT
ROAD
OR
WORKERS
W21-1a 36"x36"
W8-7 30"x30"
GRAVEL
LOOSE
W22-1 48"x48"
ZONE
AHEAD
BLASTING
W22-2 42"x36"
2-WAY RADIO
AND
TURN OFF
PHONE
Regulatory Signs - Black on White
Warning Signs - Black on Orange
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text TEMPORARY TRAFFIC CONTROL & SIGN NOTES: 1. The Contractor shall have the responsibility for furnishing, installing, maintaining and removing construction The Contractor shall have the responsibility for furnishing, installing, maintaining and removing construction signs and warning devices in conformance with the latest revision of the Manual of Uniform Traffic Control Devices (M.U.T.C.D.). 2. Contractor will submit a "Traffic Control Plan" to the Contracting Officer for review and approval prior to Contractor will submit a "Traffic Control Plan" to the Contracting Officer for review and approval prior to any work. The Traffic Control Plan will reflect the Contractor's plan of operation and will be acceptable by Local, State and Federal Standards and shall address types, amounts, locations, and timing of signs and warning devices to be used for a specific road or activity. 3. Warning signs shall be installed prior to beginning of work AS SHOWN ON THE DRAWINGS and as Warning signs shall be installed prior to beginning of work AS SHOWN ON THE DRAWINGS and as designated by the Contracting Officer. 4. During periods of non-work (weekends, holidays, end of work day, etc.) all signs shall be covered or During periods of non-work (weekends, holidays, end of work day, etc.) all signs shall be covered or removed. 5. Additional signs and warning devices shall be installed by the Contractor if conditions change. Additional signs and warning devices shall be installed by the Contractor if conditions change. 6. All warning signs shall be removed from the project by the Contractor upon completion and acceptance All warning signs shall be removed from the project by the Contractor upon completion and acceptance of the project. 7. Payment to the Contractor for furnishing, installing, maintaining, and removing construction warning signs Payment to the Contractor for furnishing, installing, maintaining, and removing construction warning signs is included in Pay Item 15101 Mobilization. No separate payment will be made. 8. Warning signs shall be black symbol/message/border on orange background as per M.U.T.C.D. Warning signs shall be black symbol/message/border on orange background as per M.U.T.C.D. 9. Regulatory signs shall be black symbol/message/border on white background as per M.U.T.C.D. Regulatory signs shall be black symbol/message/border on white background as per M.U.T.C.D. 10. All signs shall be either a material that reflects and has a smooth sealed outer surface, or illuminated to show approximately the same shape and color day and night as per M.U.T.C.D. 11. Signs shall not be attached to trees or existing sign posts unless authorized by Contracting Officer in writing. 12. Signs shall be placed on the road side not more than 500 feet from activities when directed by the Contracting Officer. 13. "Home-made" signs shall not be accepted as approved construction warning signs.
JCT FSR 1013 & 1013C
FSR 1388
JCT FSR 1013, 1013D, 1388
FSR 1013D
JCT FSR 1013 & 1322
JCT FSR 1322 & 1322A
FSR 1322
FSR 1322A
FSR 1013 ACCESSES HIGHWAY 57
~27 MILES TO NORDMAN, ID
FSR 1013C
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE PROJECT MAP
2/13/2020 HMCOOGLE RRDRIGGS 3
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
E
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE SUMMARY OF
QUANTITIES &
GENERAL NOTES
2/13/2020 HMCOOGLE RRDRIGGS 4
GENERAL NOTES:
1) Culverts, Gates and Barriers that are designated for removal become property of the contractor and are to be removed from the National Forest lands and disposed in accordance with all laws and regulations.
2) Drainage features such as ditches, grade dips, water bars are to be constructed at locations designated on the drawings or staked on the ground and are to be constructed to drain existing ditch line. Construct drainage features to the minimum standards of the typical's or as needed to facilitate proper drainage. Water bars should be constructed to the minimum standards of typical's and facilitate proper drainage.
3) Contractor shall seed all areas of disturbed earth outside of the road bed seed mix to be provided by contractor. Application should be in accordance with the specifications of the contract.
4) All CMPs on FSR 1013C, 1013D, 1322, 1322A will be removed of and disposed off of Nation Forest Land. FSR 1388 requires cleaning inlet and outlet of all CMPs, as well as, installing drivable waterbars over top of culverts.
5) FSR 1013C, 1013D, 1322, 1322A will requrie non-drivable waterbars to be installed, and FSR 1388 will require drivable waterbars to be installed. See page 13 for typical.
SUMMARY OF ESTIMATED QUANTITIES
ROAD
NO. 1013C 1013D 1322 1322A 1388 TOTAL
MILE 2.65 2.03 4.25 1.38 4.56 14.87
ITEM DESCRIPTION MEASURE REVISION Quantities TOTAL 15101 Mobilization Lump Sum 2017 JOB JOB JOB JOB JOB JOB 15717 Soil Erosion and Pollution Lump Sum 2017 JOB JOB JOB JOB JOB JOB 20302 Remove Existing Gate, Disposal method A *Each 2017 1 1 1 3
20302A Remove exisitng CMP, Disposal method A *Each 2017 26 15 17 3 61 20425 Drainage Excavation, Type Relief Swale *Each 2017 2 2
21101A Begin Roadway Obilteration Method 1 *Mile 2017 0.05 0.05 0.05 0.15 21101B Begin Roadway Obliteration Method 2 *Mile 2017 2.6 1.98 4.2 1.38 4.56 14.72 21105 Roadway Obliteration type stream restoration, Categorgy 1 *Each 2017 7 1 3 2 13
62201A Equipment Rental, Hydraulic Excavator with thumb Hour 2017 2 2 2 2 2 10 62201B Equipment Rental, 10-12 CY Dump Truck Hour 2017 2 2 2 2 2 10 62504 Seeding, Dry Method *Acre 2017 2.55 2.00 4.15 1.40 4.45 14.55 62505 Mulching, Dry Method *Acre 2017 0.55 0.15 0.4 0.20 0.50 1.8
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
JCT FSR 1013 & 1013C
MP 0.00
Begin Roadway Obliteration Method 1
Item 21101A
Seeding, Dry Method
Item 62504
Mulching, Dry Method
Item 62505
Begin Remove Existing CMP, Disposal Method A
Item 20302A
MP 0.01
Remove Existing Gate,Disposal Method A
Item 20302
MP 0.05
Begin Roadway Obliteration Method 2
Item 21101B
FSR 1013C
MP 2.65
End All Work
JCT FSR 1013 & 1013D
MP 0.00
Begin Roadway Obliteration Method 1
Item 21101A
Seeding, Dry Method
Item 62504
Mulching, Dry Method
Item 62505
Begin Remove Existing CMP, Disposal Method A
Item 20302A
MP 0.04
Roadway Obliteration type stream restoration
Item 21101
MP 0.01
Remove Existing Gate, Disposal Method A
Item 20302
M.P. 0.05
Begin Roadway Obliteration Method 2
Item 21101B
FSR 1013D
MP 2.03
End All Work
FSR 1013C
FSR 1013D
Note: FSR 1013D
Existing CMP location M.P.:
0.44, 0.51, 0.55, 0.61, 0.64, 0.66, 0.94, 1.04, 1.21, 1.37, 1.42, 1.47, 1.49, 1.58, 1.95, Note: FSR 1013C
Existing CMP location M.P.:
0.29, 0.42, 0.82, 1.34, 1.38, 1.46, 1.67, 1.69, 1.73, 1.75, 1.77, 1.78, 1.83, 1.85, 1.86, 1.90, 1.93, 1.96, 2.01, 2.10, 2.16, 2.18, 2.21, 2.24, 2.26, 2.29, 2.37, 2.48, 2.52, 2.53, 2.55, 2.58
M.P. 2.53, 2.55
Roadway Obliteration type stream restoration
Item 21101
M.P. 2.29
Roadway Obliteration type stream restoration
Item 21101
M.P. 2.25
Drainage Excavation, Type Relief Swale
Item 20425
M.P. 2.16
Roadway Obliteration type stream restoration
Item 21101
M.P. 2.00
Drainage Excavation, Type Relief Swale
Item 20425
Project Bog Creek
Road # 1013C
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
0.00 Begin Roadway Obilteration Method 1
21101A 0.05 Mile
Begin Work at JCT of FSR 1013. Recontour entire road with for 250' to exclude motorized traffic beyond this point.
Seeding, Dry Method 62504 2.55 Acre Seed disturbed area Mulching, Dry Method 62505 0.55 Acre Mulch stream crossings
0.01 Remove Existing Gate, Disposal
method A 20302 1 EA Remove FS gate.
0.05 Begin Roadway Obliteration Method 2 21101B 2.6 Mile
End Full contour. Storage of road bed includes removing any brush neccesary to complete work.
Cleaining dithces, removing ditch relief pipes, and installing water bars.
0.08 Install waterbar
0.10 Install waterbar
0.13 Install waterbar
0.16 Install waterbar
0.19 Install waterbar
0.22 Install waterbar
0.25 Install waterbar
0.27 Install waterbar
0.29 Roadway Obliteration type stream
restoration
21105 1 EA Stream restoration category 1. Leave 7' flood width between toe and slope
0.32 Install waterbar
0.35 Install waterbar
0.38 Install waterbar
0.40 Install waterbar
0.42 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
0.45 Install waterbar
0.48 Install waterbar
0.51 Install waterbar
0.54 Install waterbar
0.57 Install waterbar
0.60 Install waterbar
0.63 Install waterbar
0.65 Install waterbar
0.68 Install waterbar
0.71 Install waterbar
0.74 Install waterbar
0.77 Install waterbar
0.80 Install waterbar
0.82 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
0.84 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.34 Roadway Obliteration type stream
restoration
21105 1 EA Stream restoration category 1. 36" CMP. Leave 6' flood width between toe and slopes
1.35 Install waterbar
1.38 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.40 Install waterbar
1.43 Install waterbar
1.46 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.49 Install waterbar
1.52 Install waterbar
1.54 Install waterbar
1.57 Install waterbar
1.60 Install waterbar
1.63 Install waterbar
1.67 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.69 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.71 Install waterbar
1.73 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.74 Install waterbar
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FSR 1013C & 1013D
MAP & 1013C
WORKLIST
2/13/2020 HMCOOGLE RRDRIGGS 5
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
1.74 Install waterbar
1.75 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.77 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.78 Roadway Obliteration type stream
restoration
21105 1 EA Stream restoration category 1. Leave 24' flood width between toe and slopes
1.80 Install waterbar
1.83 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.85 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.86 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.88 Install waterbar
1.90 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.93 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.96 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
1.98 Install waterbar
2.00 Install waterbar
2.00 Drainage Excavation, Type Relief
Swale 20425 1 EA Install relief swale where spring enters
2.01 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.04 Install waterbar
2.06 Install waterbar
2.10 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.13 Install waterbar
2.16 Roadway Obliteration type stream
restoration
21105 1 EA Stream Restoration Categorey 1. 36" CMP, Leave 6' flood width between toe of slopes.
2.18 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.19 Install waterbar
2.21 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.24 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.25 Drainage Excavation, Type Relief
Swale 20425 1 EA Install relief swale where spring enters
2.26 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.29 Roadway Obliteration type stream
restoration
21105 1 EA Stream Restoration Categorey 1. 36" CMP, Leave 6' flood width between toe of slopes.
2.32 Install waterbar
2.34 Install waterbar
2.37 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.40 Install waterbar
2.42 Install waterbar
2.45 Install waterbar
2.48 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.50 Install waterbar
2.52 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.53 Roadway Obliteration type stream
restoration
21105 1 EA Stream Restoration Categorey 1. 36" CMP, Leave 6' flood width between toe of slopes.
2.55 Roadway Obliteration type stream
restoration
21105 1 EA Stream Restoration Categorey 1. 36" CMP, Leave 6' flood width between toe of slopes.
2.57 Install waterbar
2.58 Remove exisitng CMP, Disposal
method A
20302A 1 EA Remove ditch relief pipe
2.61 Install waterbar
2.63 Install waterbar
2.65 End work. End of road.
Project Bog Creek
Road # 1013D
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
0.00 Begin Roadway Obilteration Method 1
21101A 0.05 Mile Begin Work at JCT of FSR 1013. Recontour entire road with for 250' to exclude motorized traffic beyond this point.
Seeding, Dry Method 62504 2.00 Acre Seed disturbed area
Mulching, Dry Method 62505 0.15 Acre Mulch stream crossings
0.01 Remove Existing Gate, Disposal method A 20302 1 EA Remove FS guard rail.
0.04 Roadway Obliteration type stream
restoration 21105 1 EA Stream restoration catagory 1. 36" CMP.
Leave 5' chan width between banks.
0.05
Begin Roadway Obliteration Method 2
21101B 1.98 Mile
End Full contour. Storage of road bed includes removing any brush neccesary to complete work. Cleaining dithces, removing ditch relief pipes, and installing water bars.
0.06 Begin outslope with no ditch.
0.09 Install waterbar
0.13 Install waterbar
0.17 Install waterbar
0.21 Install waterbar
0.25 Install waterbar
0.28 Install waterbar
0.32 Install waterbar
0.36 Install waterbar
0.40 Install waterbar
0.44 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.47 Install waterbar
0.51 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.55 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.59 Install waterbar
0.61 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.64 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.66 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.70 Install waterbar
0.74 Install waterbar
0.78 Install waterbar
0.81 Install waterbar
0.85 Install waterbar
0.89 Install waterbar
0.94 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.97 Install waterbar
1.00 Install waterbar
1.04 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
1.08 Install waterbar
1.12 Install waterbar
1.16 Install waterbar
1.19 Install waterbar
1.21 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
1.25 Install waterbar
1.29 Install waterbar
1.33 Install waterbar
1.37 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
Remove exisitng CMP, Disposal method A 20302A
1.40 Install waterbar
1.42 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
1.47 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
1.49 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
1.52 Install waterbar
1.53 Install waterbar
1.55 Install waterbar
1.57 Install waterbar
1.58 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
1.63 Install waterbar
1.67 Install waterbar
1.70 Install waterbar
1.74 Install waterbar
1.78 Install waterbar
1.81 Install waterbar
1.84 Install waterbar
1.88 Install waterbar
1.91 Install waterbar
1.95 Remove exisitng CMP, Disposal method A 20302A
1 EA Remove ditch relief pipe
1.99 Install waterbar
2.03 End work. End of road.
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FSR 1013C WORKLIST
CONT. & FSR 1013D
WORKLSIT
2/13/2020 HMCOOGLE RRDRIGGS 6
Project Bog Creek
Road # 1013C CONT.
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
Project Bog Creek
Road # 1013D CONT.
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
JCT FSR 1013 & 1322
Begin Roadway Obliteration Method 1
Item 21101A
Seeding, Dry Method
Item 62504
Mulching, Dry Method
Item 62505
Begin Remove Existing CMP, Disposal Method A
Item 20302A
MP 0.11
Remove Existing Gate, Disposal Method A
Item 20302
MP 0.05
Begin Roadway Obliteration Method 2
Item 21101B
M.P. 4.25
End All Work
MP 3.47
Roadway Obliteration type stream restoration, Category 1
Item 21105
MP 3.66
Roadway Obliteration type stream restoration
Item 21105
JCT FSR 1322 & 1322A
MP 0.00
Begin Roadway Obliteration Method 1
Item 21101A
Seeding, Dry Method
Item 62504
Mulching, Dry Method
Item 62505
MP 0.05
Begin Roadway Obliteration Method 2
Item 21101B
Begin Remove Existing CMP, Disposal Method A
Item 20302A
FSR 1322A
MP 1.38
End All Work
MP 0.58, 0.69
Roadway Obliteration type stream restoration, Category 1
Item 21105
1322A
Note: FSR 1322A
Existing CMP location M.P.:
0.40, 0.77, 0.84
Note: FSR 1322
Existing CMP location M.P.:
1.38, 1.46, 1.99, 2.13, 2.26, 2.56, 3.16, 3.34, 3.40, 3.51, 3.59, 3.60, 3.63, 3.71, 3.82, 4.00
MP 2.14
Roadway Obliteration type stream restoration, Category 1
Item 21105
FSR 1322
MP 4.25
End All Work
Project Bog Creek
Road # 1322
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
0.00 Begin Roadway Obilteration Method 1
21101A 0.05 Mile
Begin Work at JCT of FSR 1013. Recontour entire road with for 250' to exclude motorized traffic beyond this point.
Seeding, Dry Method 62504 4.15 Acre Seed disturbed area Mulching, Dry Method 62505 0.40 Acre Mulch stream crossings
0.01 Remove Existing Gate, Disposal method A 20302 1 EA Remove exisitng Forest Service Gate
0.05 Begin Roadway Obliteration Method 2 21101B 4.20 Mile
End Full contour. Storage of road bed includes removing any brush neccesary to complete work. Cleaining dithces, removing ditch relief pipes, and installing water bars.
0.08 Install waterbar
0.10 Install waterbar
0.13 Install waterbar
0.16 Install waterbar
0.19 Install waterbar
0.22 Install waterbar
0.25 Install waterbar
0.27 Install waterbar
0.30 Install waterbar
0.33 Install waterbar
0.36 Install waterbar
0.39 Install waterbar
0.42 Install waterbar
0.45 Install waterbar
0.48 Install waterbar
0.49 Jct with FSR 1322A.
0.53 Install waterbar
0.57 Install waterbar
0.61 Install waterbar
0.64 Install waterbar
0.68 Install waterbar
0.72 Install waterbar
0.76 Install waterbar
0.80 Install waterbar
0.83 Install waterbar
0.87 Install waterbar
0.91 Install waterbar
0.95 Install waterbar
0.98 Install waterbar
1.02 Install waterbar
1.06 Install waterbar
1.10 Install waterbar
1.14 Install waterbar
1.17 Install waterbar
1.21 Install waterbar
1.25 Install waterbar
1.29 Install waterbar
1.33 Install waterbar
1.36 Install waterbar
1.38 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
1.40 Install waterbar
1.42 Install waterbar
1.44 Install waterbar
1.46 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
1.50 Install waterbar
1.53 Install waterbar
1.57 Install waterbar
1.61 Install waterbar
1.65 Install waterbar
1.69 Install waterbar
1.72 Install waterbar
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FSR 1322 & 1332A MAP
& WORKLIST
2/13/2020 HMCOOGLE RRDRIGGS 7
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
1.69 Install waterbar
1.72 Install waterbar
1.76 Install waterbar
1.80 Install waterbar
1.84 Install waterbar
1.88 Install waterbar
1.91 Install waterbar
1.95 Install waterbar
1.99 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
2.03 Install waterbar
2.06 Install waterbar
2.10 Install waterbar
2.13 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
2.14 Roadway Obliteration type stream
restoration
21105 1 EA Stream restoration category 1. 36" CMP.
Leave 6' flood width between toe of slopes.
2.18 Install waterbar
2.22 Install waterbar, shoulder slumped.
2.23 Install waterbar
2.26 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
2.28 Install waterbar
2.30 Install waterbar
2.31 Large boulders on top of road that fell from
cut slope.
2.33 Install waterbar
2.35 Large boulders on top of road from cut
slope. Cut slope is exposed granite outcrop.
2.35 Install waterbar
2.39 Install waterbar
2.42 Install waterbar
2.46 Install waterbar
2.50 Install waterbar
2.54 Install waterbar
2.56 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
2.59 Install waterbar
2.63 Install waterbar
2.67 Install waterbar
2.71 Install waterbar
2.75 Install waterbar
2.78 Install waterbar
2.82 Install waterbar
2.86 Install waterbar
2.90 Install waterbar
2.94 Install waterbar
2.97 Install waterbar
3.01 Install waterbar
3.05 Install waterbar
3.09 Install waterbar
3.13 Install waterbar
3.16 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.20 Install waterbar
3.24 Install waterbar
3.28 Install waterbar
3.31 Install waterbar
3.34 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.37 Install waterbar
3.40 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.45 Install waterbar
Stream restoration category 1. 36" CMP. 14'
3.45 Install waterbar
3.47 Roadway Obliteration type stream
restoration
21105 1 EA
Stream restoration category 1. 36" CMP. 14' outlet fill. Leave 7' chan width between banks
3.49 Install waterbar
3.51 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.54 Install waterbar
3.59 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.60 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.63 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.65 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.66 Roadway Obliteration type stream
restoration
21105 1 EA
Stream restoration category 1. 60" CMP. 6' outlet fill. Leave 8' chan width between banks
3.68 Install waterbar
3.70 Install waterbar
3.71 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.75 Install waterbar
3.79 Install waterbar
3.82 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
3.86 Install waterbar
3.90 Install waterbar
3.94 Install waterbar
3.98 Install waterbar
4.00 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
4.05 Install waterbar
4.09 Install waterbar
4.13 Install waterbar
4.17 Install waterbar
4.20 Install waterbar
4.24 Install waterbar
4.25 End work. End of road.
Project Bog Creek
Road # 1322A
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
0.00
Begin Roadway Obliteration Method 2
21101B 1.38 Mile
Begin Obliteration method 2.
Storage of road bed includes removing any brush neccesary to complete work.
Cleaining dithces, removing ditch relief pipes, and installing water bars.
Seeding, Dry Method 62504 1.40 Acre Seed disturbed area Mulching, Dry Method 62505 0.20 Acre Mulch streaming crossings.
0.05
Install Waterbar
0.09 Install Waterbar
0.14 Install Waterbar
0.19 Install Waterbar
0.24 Install Waterbar
0.28 Install Waterbar
0.33 Install Waterbar
0.40 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.44 Install Waterbar
0.51 Install Waterbar
0.58 Roadway Obliteration type stream restoration, Categorgy 1
21105 1 EA
Stream restoration category
1. 24" per stream crossing.
Leave 5' between toe
0.63 Install Waterbar
0.69 Roadway Obliteration type stream restoration, Categorgy 1
21105 1 EA
Stream restoration category
1. 24" per stream crossing.
Leave 5' between toe
0.74 Install Waterbar
0.77 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.80 Install Waterbar
0.84 Remove exisitng CMP, Disposal method A 20302A 1 EA Remove ditch relief pipe
0.90 Install Waterbar
0.95 Install Waterbar
0.99 Install Waterbar
1.04 Install Waterbar
1.09 Install Waterbar
1.14 Install Waterbar
1.18 Install Waterbar
1.23 Install Waterbar
1.28 Install Waterbar
1.33 Install Waterbar
1.38 End of Road. End work.
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FSR 1322 WORKLIST
CONT. & FSR 1322A
WORKLIST
2/13/2020 HMCOOGLE RRDRIGGS 8
Project Bog Creek
Road # 1322 CONT.
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
Project Bog Creek
Road # 1322 CONT.
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
JCT FSR 1013 & 1388
Begin Roadway Obliteration Method 2
Item 21101B
Seeding, Dry Method
Item 62504
Mulching, Dry Method
Item 62505
FSR 1388
MP 4.56
End All Work
NOTE: Existing CMP location M.P.:
0.11, 0.15, 0.31, 0.57, 0.63, 0.67, 0.71, 0.76, 0.83, 1.19, 1.25, 1.37, 1.43, 1.51, 1.61, 1.66, 1.71,1.75, 1.84, 2.00, 2.14, 2.22, 2.31, 2.41, 2.46,2.56, 2.61, 2.66, 2.75, 2.81, 3.10, 3.13, 3.20, 3.26, 3.36
Project Bog Creek
Road # 1388
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
0.00
Begin Roadway Obliteration Method 2 21101B 4.56 Mile
Begin Work at JCT of FSR 1013. Storage of road bed includes removing any brush neccesary to complete work. Cleaining dithces as well as all culverts inlets and outlets, installing water bars and construction of relief swales over exisitng pipes.
Seeding, Dry Method 62504 4.45 Acre Seed disturbed area
Mulching, Dry Method
62505 0.50 Acre Mulch disturbed area
0.06 Install drivable waterbar
0.11 Clean Inlet and outlet of CMP, install drivable water bar
0.14 Install drivable waterbar
0.15 Clean Inlet and outlet of CMP, install drivable water bar
0.19 Install drivable waterbar
0.23 Install drivable waterbar
0.27 Install drivable waterbar
0.31 Clean Inlet and outlet of CMP, install drivable water bar
0.36 Install drivable waterbar
0.40 Install drivable waterbar
0.44 Install drivable waterbar
0.47 Install drivable waterbar
0.51 Install drivable waterbar
0.57 Clean Inlet and outlet of CMP, install drivable water bar
0.60 Install drivable waterbar
0.63 Remove ditch relief pipe
0.65 Install drivable waterbar
0.67 Clean Inlet and outlet of CMP, install drivable water bar
0.69 Install drivable waterbar
0.71 Clean Inlet and outlet of CMP, install drivable water bar
0.74 Install drivable waterbar
0.76 Clean Inlet and outlet of CMP, install drivable water bar
0.80 Install drivable waterbar
0.83 Clean Inlet and outlet of CMP, install drivable water bar
0.87 Install drivable waterbar
0.91 Install drivable waterbar
0.95 Install drivable waterbar
0.98 Install drivable waterbar
1.02 Install drivable waterbar
1.06 Install drivable waterbar
1.10 Install drivable waterbar
1.14 Install drivable waterbar
1.17 Install drivable waterbar
1.19 Clean Inlet and outlet of CMP, install drivable water bar
1.23 Install drivable waterbar
1.25 Clean Inlet and outlet of CMP, install drivable water bar
1.29 Install drivable waterbar
1.33 Install drivable waterbar
1.37 Clean Inlet and outlet of CMP, install drivable water bar
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FSR 1388 MAP &
WORKLIST
2/13/2020 HMCOOGLE RRDRIGGS 9
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
Install drivable waterbar
1.37 Clean Inlet and outlet of CMP, install drivable water bar
1.40 Install drivable waterbar
1.43 Clean Inlet and outlet of CMP, install drivable water bar
1.48 Install drivable waterbar
1.51 Clean Inlet and outlet of CMP, install drivable water bar
1.55 Large landing, 70' x 70'.
1.57 Install drivable waterbar
1.61 Clean Inlet and outlet of CMP, install drivable water bar
1.66 Clean Inlet and outlet of CMP, install drivable water bar
1.69 Install drivable waterbar
1.71 Clean Inlet and outlet of CMP, install drivable water bar
1.72 Install drivable waterbar
1.75 Clean Inlet and outlet of CMP, install drivable water bar
1.78 Install drivable waterbar
1.82 Install drivable waterbar
1.84 Clean Inlet and outlet of CMP, install drivable water bar
1.88 Install drivable waterbar
1.91 Install drivable waterbar
1.95 Install drivable waterbar
1.99 Install drivable waterbar
2.00 Clean Inlet and outlet of CMP, install drivable water bar
2.05 Install drivable waterbar
2.09 Clean Inlet and outlet of CMP, install drivable water bar
2.11 Install drivable waterbar
2.14 Clean Inlet and outlet of CMP, install drivable water bar
2.18 Install drivable waterbar
2.22 Clean Inlet and outlet of CMP, install drivable water bar
2.25 Install drivable waterbar
2.28 Clean Inlet and outlet of CMP, install drivable water bar
2.29 Install drivable waterbar
2.31 Clean Inlet and outlet of CMP, install drivable water bar
2.35 Install drivable waterbar
2.39 Install drivable waterbar
2.41 Clean Inlet and outlet of CMP, install drivable water bar
2.42 Install drivable waterbar
2.46 Clean Inlet and outlet of CMP, install drivable water bar
2.50 Install drivable waterbar
2.54 Install drivable waterbar
2.56 Clean Inlet and outlet of CMP, install drivable water bar
2.59 Install drivable waterbar
2.61 Clean Inlet and outlet of CMP, install drivable water bar
2.66 Clean Inlet and outlet of CMP, install drivable water bar
2.69 Install drivable waterbar
2.73 Install drivable waterbar
2.73 Install drivable waterbar
2.75 Clean Inlet and outlet of CMP, install drivable water bar
2.78 Install drivable waterbar
2.81 Clean Inlet and outlet of CMP, install drivable water bar
2.84 Install drivable waterbar
2.88 Install drivable waterbar
2.92 Install drivable waterbar
2.95 Install drivable waterbar
2.99 Install drivable waterbar
3.03 Install drivable waterbar
3.07 Install drivable waterbar
3.10 Clean Inlet and outlet of CMP, install drivable water bar
3.12 Install drivable waterbar
3.13 Clean Inlet and outlet of CMP, install drivable water bar
3.16 Install drivable waterbar
3.20 Clean Inlet and outlet of CMP, install drivable water bar
3.24 Install drivable waterbar
3.26 Clean Inlet and outlet of CMP, install drivable water bar
3.30 Install drivable waterbar
3.30 Jct with FSR1388A.
3.31 Install drivable waterbar
3.36 Clean Inlet and outlet of CMP, install drivable water bar
3.39 Install drivable waterbar
3.43 Install drivable waterbar
3.47 Install drivable waterbar
3.50 Install drivable waterbar
3.54 Install drivable waterbar
3.58 Install drivable waterbar
3.62 Install drivable waterbar
3.66 Install drivable waterbar
3.69 Install drivable waterbar
3.73 Install drivable waterbar
3.77 Install drivable waterbar
3.81 Install drivable waterbar
3.84 Install drivable waterbar
3.88 Install drivable waterbar
3.92 Install drivable waterbar
3.96 Install drivable waterbar
4.00 Install drivable waterbar
4.03 Install drivable waterbar
4.07 Install drivable waterbar
4.11 Install drivable waterbar
4.15 Install drivable waterbar
4.19 Install drivable waterbar
4.22 Install drivable waterbar
4.26 Install drivable waterbar
4.30 Install drivable waterbar
4.34 Install drivable waterbar
4.38 Install drivable waterbar
4.41 Install drivable waterbar
4.45 Install drivable waterbar
4.49 Install drivable waterbar
4.53 Install drivable waterbar
4.56 End work
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FSR 1388 WORKLIST
CONT.
2/13/2020 HMCOOGLE RRDRIGGS 10
Project Bog Creek
Road # 1388 CONT.
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
Project Bog Creek
Road # 1388 CONT.
Mile Post Work Description Pay Item
Estimated
Quantity
Unit of
Measure
Remarks and Instructions
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE FULL RECONTOUR &
DECOMPACTION
DETAIL
2/13/2020 HMCOOGLE RRDRIGGS 11
20' or toe of the fill which ever is shorter
Min. 1/2 of the road width.
NOTE:
Full Recontour sections: These areas may vary from moderately dry to very wet due to the amount and frequency of soil and surface water encountered along the roadway. These sections may contain springs, seeps and small draws these sections shall be constructed to allow water to drain.
METHOD 1 NOTES:
Pull back embankment material as shown on the drawings, or marked on the ground.
Excavate to dimensions shown on the drawings, marked on the ground, or to the natural ground contour, whichever is steeper.
Remove vegetation from fill slope, back slope, and drainage ditch prior to excavation and placement of material.
Trees and stumps greater than 12 inches in diameter, or other trees marked on the ground, shall not be disturbed.
Transitions in and out of pullback section shall be shaped no steeper the adjoining embankment slopes.
Place excavated material against existing back slope at maximum slope of 1:1.5 (rise to run). Shape material to drain.
Pay Item 21101A
Clearing
Slash
Typical Sideslope
NO SCALE
Pay Item 21101B
METHOD 2 NOTES:
Clean all existing drainage features including the inlets and outlets of culverts that are not designated for removal.
Pull all nonfunctioning ditches and minimize impacts to existing vegetation.
Remove all culverts that are designated for removal in the plans and dispose of off of national forest land in accordance with all laws and regulations..
Construct swales over culverts in accordance with the typical's and in locations designated on the plans or staked on the ground.
Construct waterbars in accordance with he typical's at locations staked on the ground or designated in the plans
NO SCALE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text Rip compacted surface a Min. of 18" to 24" deep before recontouring.
AutoCAD SHX Text Roadway Obliteration Method 1
AutoCAD SHX Text Existing roadway
AutoCAD SHX Text To be removed
AutoCAD SHX Text Roadway Obliteration Method 2
AutoCAD SHX Text Road shall be shaped to drain Eliminate all ruts and low spots that may hold water.
AutoCAD SHX Text Clear only the brush needed to safely perform the work. scatter all slash outside of the roadbed unless otherwise designated.
AutoCAD SHX Text Conserve all slash and debris and scatter over re-contoured slopes.
to be placed
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE
STREAM CHANNEL
RESTORATION &
GRADIENT CONTROL
DETAIL
2/13/2020 HMCOOGLE RRDRIGGS 12
Fill Material Removal
150 Feet each side of channel center
Stream Channel Restoration Area
25 Feet each side of culvert
Size
Cross drain
Culvert
Original Channel
Cross Section
Roadway Obliteration Type Stream Restoration Detail
12"-24"
30"-48"
> 48" 200 Feet each side of channel center
100 Feet each side of channel center
(See full recontour detail, sheet 4).
Locate first structure within 3 feet of the inlet, then other structures at maximum spacing interval of 15 feet slope distance thereafter.
Cross Section
Rock
Gradient Control Structure Detail
Log
Bank
Stream
Flow
Pay Item 21105
Pay Item 21105
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text Notes: : 1. Excavate and remove from floodplain all fill material down to the original channel. Place and shape excavated material to approximate natural contours in accordance with the full recontour detail. Full recontour the adjacent roadway that is within the stream channel restoration area by pulling up the roadway fill, place and shape the excavated material on the remaining roadway, contouring it to the adjacent original ground slopes. Haul any excess material encountered to a designated disposal site. Haul is incidental to the work. 2. Distances for stream channel restoration may be adjusted to either side of channel to accommodate overlapping sections where streams are close together. 3. Scatter available woody debris on finished slopes. Place larger wood and rock within the floodplain. 4. Place gradient control structures at 15 foot maximum intervals as shown on the Gradient Control Stucture Detail or as approved by the Contracting Officer. 5. Treat removed culverts in accordance with Section 20305a. 6. To the extent possible remove all fill from around culvert prior to removing the culvert to reduce sediment in stream.
AutoCAD SHX Text Fill slope
AutoCAD SHX Text Road Surface
AutoCAD SHX Text Existing Culvert
AutoCAD SHX Text to remove
AutoCAD SHX Text Fill Material
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text Existing Floodplain Restore floodplain and stream channel in area of fill removal to approximately same width as exists above & below roadway.
AutoCAD SHX Text Channel
AutoCAD SHX Text Fill Material
AutoCAD SHX Text Stream
AutoCAD SHX Text on decompacted roadbed.
AutoCAD SHX Text Deposit excavated material
AutoCAD SHX Text Pull fill material back to approximate same slope and height of existing topography above & below roadway to return to natural state.
AutoCAD SHX Text Channel
AutoCAD SHX Text Stream
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Fill Slope
AutoCAD SHX Text Existing
AutoCAD SHX Text Back Slope
AutoCAD SHX Text Existing
AutoCAD SHX Text to remove
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Deposit excavated material
AutoCAD SHX Text on decompacted roadbed.
AutoCAD SHX Text Roadway
AutoCAD SHX Text Existing
AutoCAD SHX Text Notes: 1.) Log shall be minimum 16" small end diameter unless otherwise approved by the Contracting Officer. 2.) Rock may be substituted and used in the same manner as wood. Use Class III or larger riprap per Section 251 or rock size approved by the Contracting Officer. Conserve rock from adjacent excavation. 3.) Install structure perpendicular to stream flow and on a level plane. 4.) Key structure (log or rock) in at a minimum of 4" below original stream grade and ensure that the structure is less than 6" above median stream flow level. Extend structure a minimum of 6' into each stream bank. 5.) Ditch relief culverts only require gradient control structures when they are in a natural channel. 6.) Construct gradient control structures within the area of the removed embankment. Construct the first structure within 3 feet of the inlet of the removed culvert. Place structures at a maximum spacing of 15 feet apart covering the length of the removed embankment.
AutoCAD SHX Text Original Channel
AutoCAD SHX Text Existing Culvert
AutoCAD SHX Text Road Surface
Fill Material
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATE
DRAWING TITLE
PROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FOREST
BOG CREEK ROAD STORAGE
NORTHERN REGION
REGION ONE RELIEF SWALE &
WATER BAR DETAIL
2/13/2020 HMCOOGLE RRDRIGGS 13
Water Bar Construction Detail
30 - 60
Relief Swale & Spring/Wet Area Drainage Detail
Profile View
Keep ditches
No Scale
Before Rehab in road area
Plan View
Wet
2' Min.
S lo p e d G ra d e
A
S p r i n g
6'-8'
No scale
A
G r a d e
S l o p e d
R o a d
8 inch minus rock in Bottom open s p r i n g in Bottom
2' Min.
8 inch minus rock
After Rehab
Drain Wet
Profile View
Area
Flat Grade
4' Min.
S p r i n g
3' Min.
No scale
3' Min.
Flat R oad G ra de s p r i n g
8 inch minus rock
B
With or Without Ditch
B
Incidental to Item 20425 pay Items
3'-6'
Profile -- Non-driveable
1'
Profile -- Driveable
6"-10"
8'-12'
2'
3'-6'
10'-15'
4"-6"
4'-6'
Water bar Spacing:
At locations on PWD or
100' for road grades over 12% 150' for road grades 6% to 12% 300' for road grades 4% to 6%
1000' for road grades under 4%
Incidental to Item 211 pay Items
EXISTING
FULLWIDTH
NOTE 2
ITEM 30301 RECONDITIONING OF DITCH
Incidental to Item 211 pay Items
Ditc h L ine
Ditc h block ty ing in to ditc h lin e
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text %%UPerspective View
AutoCAD SHX Text Note: Clean inlets and outlets of any culverts designated to remain. Remove and dispose of any culvert designated for removal in accordance with Section 20305a. Do not place excavated material against a weeping cutbank, a spring or in ponded water.
AutoCAD SHX Text Conserve rock from adjacent excavation.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING DITCH
AutoCAD SHX…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .