4b_Appendix D_Road Reconstruction Plans_031325.pdf
PDF 4 MB Posted
- Attached to
- BCLH Stewardship IRSC Phase 3 Federal contract opportunity
- Solicitation number
- 12363N25R4003
- Issued by
- Department of Agriculture Forest Service
About this file
These are road reconstruction plans for the BCLH Stewardship IRSC Phase 3 project, prepared by the United States Department of Agriculture Forest Service for road system restoration in the Willamette National Forest after the 2020 Beachie Creek and Lionshead Fires. The comprehensive 24-page technical document details specific road reconstruction requirements across multiple Forest Service roads, including base and optional road reconstruction activities. The plans include detailed technical specifications for culvert replacements, drainage systems, fill repairs, disposal areas, and erosion control, with precise measurements and installation guidelines for various road reconstruction elements. Specific road reconstruction will occur on Forest Service roads 2207000, 2209000, 2209201, and 2225000, covering approximately 16.37 miles of base roads and additional optional road segments, with work focusing on restoring access through fire-damaged areas west of Detroit, Oregon.
The technical drawings provide extensive engineering details including road grading specifications, pavement structure requirements, culvert installation types, wire facing construction sequences, disposal area typicals, and soil and erosion control measures. The project aims to reduce hazardous fuel risks, restore road access, and mitigate potential safety issues caused by fire-killed trees along critical forest access routes. The reconstruction plans are part of a larger stewardship contract utilizing Section 604 authority, with work to be performed within burn scars of the 2020 fires, including areas within the Opal Creek Wilderness and Scenic Recreation Area.
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DANIEL
MATTHEWS
Digitally signed by
DANIEL MATTHEWS
Date: 2025.02.13 10:44:19 -08'00'
JERED
HOGANSEN
Digitally signed by JERED
HOGANSEN
Date: 2025.02.13 10:49:54 -08'00'
MICHAEL
HOWARD
Digitally signed by
MICHAEL HOWARD
Date: 2025.02.13 11:03:49 -08'00'
BRYAN
BODIE
Digitally signed by
BRYAN BODIE
Date: 2025.02.13 15:18:09 -08'00'
Digitally signed by
MICHELLE KING
Date: 2025.02.13 15:25:14 -08'00'
W
W
NFSR #2207214
5E
5B
NFSR #2225450
6E
6B
N
F
S
R
7B
7E
N
F
S
R
DETROIT LAKE
D5
N
F
D3
1B
N
F
N
F
3E
N
F
1E
2B
3B
2E
4E
B3
4B
W3
O
H
W
Y
NFSR
#2225000
TOWN OF DETROIT
D2
8E
NFSR #2225461
8B
N
F
15B
15E
W4
Y
B2
W1
B1
W2
D4
B4
B5
D6
W5
D1
B6
W6
W W
W
W
W
W
12B
10E
NFSR #4695110
10B
N F
NFSR #4695132
13E
13B
14E
9B
11B
N
F
N
F
NFSR #4695133
14B
9E
12E
11E
United States Department of Agriculture Forest Service
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VICINITY MAP
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
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LEGEND
W
RIPRAP/BORROW SOURCE
DISPOSAL AREA
WATER SOURCE
MILES
0 1
PROJECT ROADS
OTHER FS ROADS
SECTION LINE
WATER BODY
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United States Department of Agriculture Forest Service
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DRAWING TITLE
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NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
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PHASE 3
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NOTES
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
GENERAL NOTES:
1. SEE DRAINAGE LISTING AND FILL REPAIR TABLE FOR VOLUMES AND SPECIFIC QUANTITIES.
2. PRIOR TO ANY EXCAVATION, CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES, PUBLIC AND PRIVATE. DAMAGES RESULTING FROM OPERATIONS ARE RESPONSIBILITY OF CONTRACTOR TO
FIX.
3. REPAIR ANY DAMAGE TO THE EXISTING ROAD SYSTEM DUE TO CONTRACTOR'S OPERATIONS, INSIDE OR OUTSIDE THE WORK AREA, AT THE CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE.
4. STORAGE OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CO.
5. DO NOT UNDERCUT BACKSLOPES WHEN CLEANING AND/OR RECONSTRUCTING DITCHLINES.
6. RECONDITION OR RECONSTRUCT TURNOUTS AND CURVE WIDENING THE SAME AS THE BASIC ROADBED. QUANTITIES LISTED IN THE ESTIMATE OF QUANTITIES INCLUDE TURNOUTS AND CURVE
WIDENING.
7. SEE FSSS 107.02 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE AND CONTRACT PROVISIONS FOR RESTRICTIONS/MITIGATIONS RELATED TO THIS PROJECT.
8. CONTRACTING OFFICER APPROVAL IS REQUIRED, BUT NOT LIMITED TO, PRIOR TO PLACEMENT OF BEDDING OR LEVELING COURSE OF ANY STRUCTURE INCLUDING CULVERTS THAT MEET THE
CONDITIONS IN FOREST SERVICE SPECIFICATION 209.09, AND AGGREGATE PLACEMENT. MINIMUM 72 HOUR NOTICE.
9. DESIGNATED DISPOSAL SITES ARE IDENTIFIED ON THE VICINITY MAP. LAYER PLACE, SMOOTH AND SHAPE TO DRAIN EXCESS OR UNSUITABLE EXCAVATION MATERIALS. ADDITIONAL DISPOSAL SITES
MAY BE IDENTIFIED DURING CONSTRUCTION IF THE NEED ARISES. NO OTHER DISPOSAL SITES WILL BE USED, UNLESS DESIGNATED IN ADVANCE BY THE CONTRACTING OFFICER. COST FOR
DISPOSAL SITE SHAPING IS INDIRECT TO THE LISTED PAY ITEMS UNDER SECTIONS 204 AND 303.
10. MAINTAIN ALL CONSTRUCTION STAKING ON THE PROJECT UNTIL FINAL INSPECTION AND ACCEPTANCE. SET CULVERT REFERENCE STAKES PRIOR TO EXCAVATION AND REMOVAL OF ALL CULVERTS
SHOWN ON THE DRAINAGE LISTING SHEET AS " # " MATCH EXISTING INSTALLATION. SET A CULVERT REFERENCE STAKE ON THE CENTERLINE OF THE CULVERT 10 FEET FROM EACH END OR BEYOND
THE CLEARING LIMIT, WHICHEVER IS GREATER. RECORD THE FOLLOWING ON CULVERT REFERENCE STAKES: MILE POINT, ACTUAL STAKE DISTANCE FROM CULVERT INLET AND OUTLET AND
EXISTING CULVERT DIAMETER.
11. A FOREST SERVICE BRIDGE OVERLOAD PERMIT (FSM 7736.05) IS REQUIRED FOR ALL VEHICLES OR EQUIPMENT OVER 80,000 POUNDS GVW CROSSING FOREST SERVICE BRIDGES. CONTACT CO FOR
OVERLOAD PERMIT FORM. NOTE THAT OVERLOAD PERMIT PROCESSING MAY TAKE UP TO 30 DAYS FROM SUBMITTAL.
12. CONSTRUCTION TOLERANCE CLASS B.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. REPLACE CULVERTS WHEN STREAM CHANNELS ARE DRY OR DURING INSTREAM WORK PERIOD. (NFSR #2207000 AND NFSR #2209201 - JULY 15 - OCTOBER 31; NFSR #2209000 - JULY 15 - AUGUST 31;
ALL OTHER ROADS - JULY 1 - AUGUST 15. DEWATERING AND WATTLES ARE REQUIRED WHEN WATER IS PRESENT AS STAKED BY CO AND IS COVERED UNDER SOIL AND EROSION CONTROL PAY ITEM
(15713) .
2. INITIATE STABILIZATION MEASURES AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE
THAN 14 DAYS AFTER WORK HAS CEASED.
3. INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES DAILY, OR MORE OFTEN WHEN NEEDED (SUCH AS DURING RAINFALL EVENTS). REPAIR OR REPLACE DAMAGED OR INEFFECTIVE DEVICES, OR ADD ADDITIONAL DEVICES IF NEEDED TO CONTAIN SEDIMENT AND PROTECT THE WATERS OF THE STATE.
4. REMOVE SEDIMENT FROM ANY EROSION CONTROL DEVICES WHEN SEDIMENT DEPTH EXCEEDS 6 INCHES.
5. SHAPE TO DRAIN ALL DISTURBED AREAS PRIOR TO MULCHING.
6. REMOVE NON-BIODEGRADABLE TEMPORARY SEDIMENT CONTROL MATERIALS WITHIN 7 DAYS AFTER FINAL ACCEPTANCE OR AS APPROVED BY CO.
ABBREVIATION LIST:
BOP - BEGINNING OF PROJECT FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS
EOP - END OF PROJECT HWY - HIGHWAY
NFSR - NATIONAL FOREST SYSTEM ROAD CO - CONTRACTING OFFICER
CMP - CORRUGATED METAL PIPE FS - FOREST SERVICE
V:H - VERTICAL TO HORIZONTAL SLOPE RATIO
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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NATIONAL FOREST
BCLH IRSC
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STAMPS, LOGOS, AND SEALS
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R06
12/20/2024
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DETROIT RANGER
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BCLH IRSC
PHASE 3
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ESTIMATE OF
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OPTIONAL ITEMS
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R06
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SUMMARY -
OPTIONAL ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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SUMMARY -
OPTIONAL ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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SUMMARY -
OPTIONAL ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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DATE
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ROAD STRUCTURE
DETAILS AND TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
TYPICAL SECTION FOR ROAD RECONSTRUCTION
EXISTING GROUND
BOTTOM OF DITCH
TOP OF CUT
RETAIN LOW GROWING VEGETATION, SUCH AS GRASS AND FORBS,
UNLESS IT OBSTRUCTS THE STRUCTURE AND INTERFERES WITH
PROPER FUNCTION OR ENCROACHES INTO ROADBED. GRUB AND
BRUSH SMALL TREES.
EDGE OF
TRAVELED WAY
ROADWAY DITCH
TYPICAL PLAN VIEW FOR TURNOUT RECONSTRUCTION
(NOT TO SCALE)
ROADBED
MAXIMUM LENGTH
*25' *100'
*25'*50'
MINIMUM LENGTH
F1
C2 C1
TURNOUT ROADBED *D
H
F2
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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DRAINAGE LISTING
BASE ITEMS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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OPTIONAL ITEMS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
AutoCAD SHX Text F
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PROJECT NO.
FILL REPAIR
TABLE
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
AutoCAD SHX Text F
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DRAINAGE
TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
60°
120°
3 D
SKEW DIAGRAM
B.O.P. E.O.P.
MINIMUM
EXCAVATION
WIDTH
2'
MIN.
2'
MIN.
S
I
D
L
O
P
E
S
P
H
A
4" MIN. BEDDING,
IN ACCORDANCE
WITH 209.08
TYPICAL BEDDING AND BACKFILL DETAIL
TOP OF CUTSLOPE
NATIVE MATERIAL
NORMAL DITCHLINE
FLOW
HAND PLACED RIPRAP
WHEN SPECIFIED
SUBGRADE
SHOULDER
AS STAKED
(20' MIN.)
AS STAKED
(20' MIN.)
CATCH BASIN DETAIL
A
A
D
I T
C
G
A
U
L
V
E
T
A
CULVERT DIAMETER
OUTLET DITCH DETAIL
SECTION A-A
1'
1'
2 D
D
GROUND LINE
ENERGY DISSIPATER DETAIL
DITCH DAM
1' LOWER THAN ROAD
DEPOSIT EXCAVATION ON BOTH SIDES
OF DITCH. MULCH EXPOSED SOILS.
COMPACT MATERIAL
ABOVE PIPE ZONE
(2' ABOVE CULVERT) IN
ACCORDANCE WITH
FSSS 204, METHOD 2.
COMPACT SIDE SLOPES
METHOD 5
SUITABLE BACKFILL
MATERIAL. 6" DEPTH
COMPACTED LIFTS
IN ACCORDANCE
WITH FSSS 209.10
METHOD 2.
NOTES:
1. LEAVE SURFACE PROTRUDING WITH
RIPRAP FOR VELOCITY BREAK
PLACED
RIPRAP
1 1/2 CULVERT DIAMETER
CULVERT INSTALLATION TYPES
NOTES:
1. ALL DRAWINGS NOT TO SCALE
2. INSTALL HELICAL CORRUGATED LOCK SEAM ON CULVERT INLET/OUTLET BELOW THE HORIZONTAL CENTERLINE.
SOME INSTALLATIONS OF CULVERTS MAY REQUIRE ADDITIONAL EXCAVATION BELOW GRADE LINE.
3. ALL CULVERT INSTALLATIONS REQUIRE 12" MINIMUM COVER TO SUBGRADE.
L
C
DO NOT RAISE OUTLET ABOVE
ORIGINAL GROUND OR STREAM BED.
INSTALL DISSIPATER WHEN
SPECIFIED.
ORIGINAL GROUND
OR STREAM BED
L
C
CATCH BASIN 1
CULVERT DIAMETER
INSTALL
DISSIPATER
WHEN SPECIFIED
ANCHORS
ELBOW WHEN SPECIFIED
SPILLWAY WHEN SPECIFIED,
LAY ON GROUND
L
C
CATCH BASIN 1
CULVERT DIAMETER
DRAIN OUTLET ON NATURAL
GROUND OR INSTALL SPLASH PAD
WHEN SPECIFIED
TYPE 1
TYPE 2
TYPE 3
ORIGINAL GROUND
OR STREAM BED
ORIGINAL GROUND
OR STREAM BED
12" MIN.
12" MIN.
12" MIN.
SUBGRADE
SUBGRADE
SUBGRADE
PARTIAL BEVELED INLET
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
BEVEL CUT TO MATCH FILL
SLOPE
D/4 TYPICAL
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20SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
FILL REPAIR
TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
FILL REPAIR NOTES:
1. DRAWINGS NOT TO SCALE.
2. DIMENSIONS MAY BE ADJUSTED BY THE
CONTRACTING OFFICER IN ORDER TO FIT
THE EXISTING SITE GEOMETRY.
3. STRUCTURAL BACKFILL IS TO COMPLY
WITH THE REQUIREMENTS OF
SUBSECTION 704.04.
4. AREAS NOT ACCESSIBLE TO ROLLER
COMPACTION EQUIPMENT, USE A
MECHANICAL TAMPER. ADJUST THE
MOISTURE CONTENT OF THE BACKFILL
MATERIAL TO A LEVEL SUITABLE FOR
COMPACTION. COMPACT EACH 6 INCH
LAYER WITH A MINIMUM OF THREE
COMPLETE PASSES WITH A MECHANICAL
TAMPER.
5. MAINTAIN EXISTING SUPER ELEVATION,
CROWN AND SLOPE OF ROAD. CREATE
SMOOTH TRANSITIONS TO EXISTING
ROAD SURFACE AND PRISM.
6. GEOGRID = CATEGORY 4.
7. FINAL FILL REPAIR LIMITS TO BE MARKED
BY CO PRIOR TO CONSTRUCTION.
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
3% CROWN
2'
2'
BASE
AGGREGATE
8"
DEPTH
STRUCTURAL
EXCAVATION AND
BACKFILL
EXISTING GROUND
B O
T T
M
F
D
I T
C H
T Y
P
1 4
B
E L
O W
S U
B G
R A
D E
TRAVEL WIDTH
1'
1.5
SLOPE TO DRAIN, 2% TYP.
E X
C A
V A
T I
N
P
D
SAW CUT EXISTING PAVEMENT NEAT LINE 12"
NOMINAL BEYOND EXCAVATION LIMIT WHEN REQUIRED
ROADBED EXCAVATION
WIDTH {REW}
GEOGRID LAYERS
GEOGRID WIDTH*
AGGREGATE LEVELING COURSE
4" DEPTH
1' OR 2' BETWEEN GEOGRID LAYERS
SEE FILL REPAIR TABLE
METHOD B FILL REPAIR
TYPICAL
WIRE FACING, EXTEND TO
BACK AND BOTH ENDS OF
EXCAVATION.
METHOD C1 DETAIL
SINGLE-LAYER WIRE FACING
BENCH VARIES* 2' MIN.
EXISTING GROUND
A
METHOD C2 DETAIL
DOUBLE-LAYER WIRE FACING
A
BENCH VARIES*
2' MIN.
EXISTING GROUND
WIRE FACING,
EXTEND TO BACK
AND BOTH ENDS
OF EXCAVATION.
HMAC
CRUSHED AGGREGATE
4" LEVELING COURSE OF
CRUSHED AGGREGATE
STRUCTURAL
BACKFILL
HMAC
CRUSHED AGGREGATE
4" LEVELING
COURSE OF
CRUSHED
AGGREGATE
STRUCTURAL BACKFILL
12"54"
12"54"
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21SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
FILL REPAIR
TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
WIRE FACING DETAILS
12V:1H
BATTER
WELDED WIRE FORM
WIRE FACING FORMING DETAIL
A
BACKING MAT
(FROM TOP TO BOTTOM)
HARDWARE CLOTH
(FROM TOP TO BOTTOM)
SEE
HILFIKER
CONSTRUCTION
GUIDE
B
A
C
K
I
T
I
C
I
N
G
A
B
T
W
E
T
S
A
N
BACKING MAT
B
A
P
C
I
N
G
BASE OF WIRE FACING
V
A
R
I
E
S
HARDWARE CLOTH
N
90°
BEND
EDGES OF BACKING
MAT ARE LOCATED AT
THE CENTERLINE OF
WIRE FACING MAT
AT EXPOSED END OF
ALL TOP LIFTS,
INSTALL BACKING MAT
AND CONTINOUS
HARDWARE CLOTH AS
SHOWN TO PREVENT
LOSS OF BACKFILL
8"x 12" WIREFACING CAP MAT
8"x 12" WIREFACING
PRONGLESS MAT
12V:1H
BATTER
WELDED
WIRE
FORMS
BACKING MAT
(FROM TOP TO BOTTOM)
HARDWARE CLOTH
(FROM TOP TO BOTTOM)
SEE HILFIKER
CONSTRUCTION
GUIDE
8"x 12" WIREFACING CAP MAT
8"x 12" WIREFACING
STANDARD MAT
8"x 12" WIREFACING
PRONGLESS MAT
BACKING MAT
(FROM TOP TO BOTTOM)
HARDWARE CLOTH
(FROM TOP TO BOTTOM)
DOUBLE-LAYER WIRE
FACING DETAILS
WIRE FACING FORMING DETAIL
A
MECHANICALLY STABILIZED
EARTH WALL
P A
R A
L L
R
O A
D W
A Y
WALL FACE
PLAN VIEW GEOGRID TYPICAL
GEOGRID
ATTACH OR OVERLAP
PER MANUFACTURE'S
RECOMMENDATIONS
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
*SEE NOTES ON
PREVIOUS
SHEET
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22SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
FILL REPAIR
TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
VOID
TOP WIRE ON BACKING MAT
PLACE THE FIRST COURSE OF SOIL REINFORCEMENT
MATS ON PREPARED FOUNDATION
TOP WIRE ON BACKING MAT
PLACE THE BACKING MAT AGAINST THE
INSIDE FACE OF THE SOIL REINFORCEMENT MAT.
CLIP THE SECOND-TO-TOP TRANSVERSE WIRE ON THE
BACKING MAT TO THE TOP TRANSVERSE WIRE
ON THE SOIL REINFORCEMENT MAT.
INSTALL FILTER FABRIC OR CONTINUOUS
HARDWARE CLOTH, HOG-RING TO T
HE TOP WIRE ON THE
BACKING MAT.
SECOND COURSE SOIL
REINFORCEMENT MAT
PLACE AND COMPACT THE BACKFILL IN LAYERS AND
DENSITIES AS SPECIFIED IN THE PROJECT PLANS.
LEAVE A VOID AT THE FACE AS SHOWN.
PLACE THE SECOND COURSE OF SOIL
REINFORCEMENT MATS WITH THE BASE LONGITUDINAL
WIRES RESTING ON THE TOP TRANSVERSE WIRE OF
THE BACKING MAT BELOW. SLIDE THE SOIL
REINFORCEMENT MAT INTO ALIGNMENT.
FIRST COURSE
BACKFILL
TOP WIRE ON BACKING MAT
HOOK THE BOTTOM TRANSVERSE WIRE OF THE
BACKING MAT OVER THE VERTICAL PRONGS ON THE
LOWER MAT. ROTATE THE BACKING MAT TO VERTICAL
AND CLIP THE SECOND-TO-TOP TRANSVERSE WIRE ON
THE BACKING MAT TO THE TOP WIRE ON THE SOIL
REINFORCEMENT MAT.
INSTALL THE FILTER FABRIC OR CONTINUOUS HARDWARE
CLOTH. PLACE AND COMPACT THE BACKFILL TO THE BASE
ELEVATION OF THE NEXT MAT. REPEAT STEPS 3 THROUGH 5
TO THE TOP LIFT.
TEMPORARY
CONSTRUCTION
STAKE, OPTIONAL.
FILL AND COMPACT VOID AT WALL FACE
FILL AND COMPACT VOID
PRONGLESS TOP MAT
PLACE THE TOP LIFT (PRONGLESS MAT), BACKING MAT
AND FILTER FABRIC OR CONTINUOUS HARDWARE
CLOTH. PLACE AND COMPACT BACKFILL IN AREA "A".
HOOK THE CAP OVER THE MIDDLE TRANSVERSE WIRE
ON THE PRONGLESS MAT, AND ROTATE INTO PLACE.
BACKFILL "B" TO 1'-6" MIN. COVER OVER THE CAP.
DRAWING OBTAINED FROM
HILFIKER RETAINING WALLS
HOG RING
HOG RING
CAP
CONSTRUCTION SEQUENCE
NOT TO SCALE
NOTES:
STEP 1
STEP 2
STEP 3
STEP 4
STEP 5
STEP 6: TOP LIFT
1. WWF = WELDED WIRE FABRIC
FIRST
COURSE
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23SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DISPOSAL AREA
TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
O U
T S
LO
P
E -5%
MAX
DEPTH 10'
TYPICAL DISPOSAL AREA WITH VERTICAL FACE
CONSTRUCT DITCH AS DIRECTED BY CONTRACTING OFFICER
V
H
OUTSLOPE -5% FROM
ROADWAY OR LIVE WATER
MAX DEPTH 8'
5' MINIMUM FROM SLOPE ON ALL SIDES
TYPICAL DISPOSAL AREA IN AN OPEN AREA
V
H
NOTES:
1. DRAWING NOT TO SCALE.
2. DISPOSAL AREA LIMITS TO BE STAKED BY THE CONTRACTING OFFICER.
3. MULCH THE DISPOSAL AREA.
4. LAYER PLACE DISPOSAL MATERIAL, COMPACT ACCORDING TO FSSS 204 METHOD 3.
V
H
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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24SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
SOIL AND EROSION
CONTROL TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
STAKING REQUIREMENTS
2" x 2" x 2' WOOD STAKE
12" MIN.
9" x 4' LONG WATTLE
3" MIN. 4" MAX.
PLAN VIEW
SEDIMENT SUMP
B
B'
A'A
ROAD DITCH
SLOPE
ROAD DITCH
SLOPE
2" x 2" x 2' WOOD STAKE
TOP OF DITCH
9" x 4' LONG WATTLE
TOP OF DITCH
3" COUNTERSINK
TOP OF DITCH TOP OF DITCH
9" x 4' LONG WATTLE
DITCH FLOW
STAKE SPACING
10" MAX.
2" x 2" x 2' WOOD STAKE
4' LONG WATTLE
3" COUNTERSINK
BOTTOM OF DITCH
24" MIN.
FLAT
D
I T
O
W
12"
TOP OF OPPOSITE BANK
SECTION B-B'
SECTION A-A'
SEDIMENT TRAP
(WHEN STATED IN PLANS)
DISTANCE AS DIRECTED
BY CONTRACTING OFFICER
MIN. BURY DEPTH 3" FOR WATTLES
12/20/2024
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 3
X
D. MATTHEWS
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| Sheets and Views |
| BCLH IRSC - PHASE 3 - 1-1-TITLE SHEET |
| BCLH IRSC - PHASE 3 - 1-2- VICINITY MAP |
| BCLH IRSC - PHASE 3 - 1-3-VIC MAP TABLES |
| BCLH IRSC - PHASE 3 - 1-4-GENERAL NOTES |
| BCLH IRSC - PHASE 3 - 1-5-EoQ |
| BCLH IRSC - PHASE 3 - 1-6-EoQ (1) |
| BCLH IRSC - PHASE 3 - 1-7-RECON. SUMMARY (1) |
| BCLH IRSC - PHASE 3 - 1-8-RECON. SUMMARY (2) |
| BCLH IRSC - PHASE 3 - 1-9-RECON. SUMMARY (3) |
| BCLH IRSC - PHASE 3 - 1-10-RECON. SUMMARY (4) |
| BCLH IRSC - PHASE 3 - 1-11-RECON. SUMMARY OP (1) |
| BCLH IRSC - PHASE 3 - 1-12-RECON. SUMMARY OP (2) |
| BCLH IRSC - PHASE 3 - 1-13-RECON. SUMMARY OP (3) |
| BCLH IRSC - PHASE 3 - 1-14-ROAD STRUCTURE DETAILS |
| BCLH IRSC - PHASE 3 - 1-15-DRAINAGE LISTING (1) |
| BCLH IRSC - PHASE 3 - 1-16-DRAINAGE LISTING (2) |
| BCLH IRSC - PHASE 3 - 1-17-DRAINAGE LISTING OP (1) |
| BCLH IRSC - PHASE 3 - 1-18-FILL REPAIR TABLE |
| BCLH IRSC - PHASE 3 - 1-19-DRAINAGE DETAILS |
| BCLH IRSC - PHASE 3 - 1-20-FILL REPAIR TYPICALS |
| BCLH IRSC - PHASE 3 - 1-21-FILL REPAIR TYPICALS (2) |
| BCLH IRSC - PHASE 3 - 1-22-FILL REPAIR TYPICALS (3) |
| BCLH IRSC - PHASE 3 - 1-23-DISPOSAL AREA TYPICALS |
| BCLH IRSC - PHASE 3 - 1-24-SOIL AND EROSION CONTROL DETAILS |
File details come from the government source that posted it. Updated .