4b_Appendix D_Road Construction Plans_Signed_071525.pdf
PDF 4 MB Posted
- Attached to
- BCLH Stewardship IRSC Phase 2
- Solicitation number
- 12363N25R4002
- Issued by
-
Department of Agriculture Forest Service
About this file
These are road construction plans for the BCLH Stewardship IRSC Phase 2 project located in the Willamette National Forest, Marion and Linn Counties, Oregon. The detailed engineering drawings cover 21 sheets documenting road reconstruction work within areas impacted by the 2020 Lionshead Fire, including road structure details, drainage specifications, disposal area typicals, soil erosion control, and fill repair techniques. The plans specify reconstruction work for both base and optional roads, with technical details on roadway grading, pavement structure, culvert installations, and erosion control measures. Specific road reconstruction activities include removing fire-killed timber within 100 feet of roads, treating roadside fuel accumulations, reconstructing roads, performing road maintenance, and falling hazard trees. The project area covers approximately 1,152 acres accessed via Highway 22, with work to be completed between the date of award and September 30, 2030.
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Text version
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SHEET 1 OF 21
United States Department of Agriculture Forest Service
OREGON
MARION COUNTY
R06 PACIFIC NORTHWEST REGION
WILLAMETTE NATIONAL FOREST
DETROIT RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE
1 TITLE SHEET
2 - 3 VICINITY MAPS
4 VICINITY MAP TABLES
5 GENERAL NOTES
6 ESTIMATE OF QUANTITIES - BASE ITEMS
7 ESTIMATE OF QUANTITIES - OPTIONAL ITEMS
8 - 10 RECONSTRUCTION SUMMARIES - BASE ROADS
11 - 13 RECONSTRUCTION SUMMARIES - OPTIONAL
ROADS
14 ROAD STRUCTURE DETAILS AND TYPICALS
15 DRAINAGE LISTING - BASE ITEMS
16 DRAINAGE LISTING - OPTIONAL ITEMS
17 FILL REPAIR TABLE
18 DRAINAGE TYPICALS
19 FILL REPAIR TYPICALS
20 DISPOSAL AREA TYPICALS
21 SOIL EROSION AND POLLUTION CONTROL
TYPICALS
REVIEWED BY: JERED HOGANSEN
(ENGINEERING GEOLOGIST, SREO)
REVIEWED BY: MICHAEL HOWARD
(ZONE ENGINEER, SRZ)
APPROVED BY: MICHELLE KING
(DISTRICT RANGER, DETROIT RD)
RECOMMENDED BY: BRYAN BODIE
(FOREST ENGINEER)
STATE MAP
BCLH IRSC
WILLAMETTE NATIONAL FOREST MAP
STATE HIGHWAY
FEDERAL HIGHWAY
INTERSTATE HIGHWAY
PROJECT SITES
PHASE 2
TRAVEL DIRECTIONS:
DESIGNED BY: DANIEL MATTHEWS
(TRANSPORTATION PLANNER, SRZ)
FROM THE DETROIT RANGER STATION: TRAVEL EAST ON OR-22 FOR 7.7 MILES TO ARRIVE
AT NFSR # 2233 ON THE RIGHT. LAT/LONG 44.693937, -122.05008
DANIEL
MATTHEWS
Digitally signed by
DANIEL MATTHEWS
Date: 2025.07.14 09:23:12 -07'00'
JERED
HOGANSEN
Digitally signed by JERED
HOGANSEN
Date: 2025.07.15 12:07:20 -07'00'
MICHAEL
HOWARD
Digitally signed by
MICHAEL HOWARD
Date: 2025.07.14 09:54:04 -07'00'
BRYAN
BODIE
Digitally signed by
BRYAN BODIE
Date: 2025.07.15 12:02:00 -07'00'
Digitally signed by
MICHELLE KING
Date: 2025.07.15 12:32:45 -07'00'
PB 41
PB 54
PB 53
PB 47
PB 38
PB 42
PB 48
PB 37
PB 44
PB 54
PB 54
PB 37
N
F
S
R
DETROIT LAKE
O
H
W
Y
10E
12E
NFSR #1003420
11B
11E
12B
14E
NFSR #2200420
N
F
N
F
N F
S R
3E
3B
13E
13B
14B
N
F
27E
NFSR #2233609
15B
6E
27B
N F
S R
7E
6B
N F
N
F
N
F
1B
2B
TOWN OF DETROIT
20B
N
F
17E
18B
12E
18E
N
F
N
F
5B
17B
NFSR #2234205
N
F
21E
21B
N
F
22B
22E
20B
N
F
20E
NFSR #2242810
23B
23E
25E
25B
NFSR #2243100
26B
NFSR #2243302
26E
N
F
N
F
10B
N
F
20E
5E
1E
7B
16E
16B
NFSR #2233628
15E
D1
W2
B1
W4
N F
S R
D4
W1
D3
W5
B3
N
F
24B
24E
NFSR #2242840
NFSR #2234207
19B
19B
W
W
W
W
8B
9B
2E
8E
9E
United States Department of Agriculture Forest Service
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2SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
VICINITY MAP
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
LEGEND
W
RIPRAP/BORROW SOURCE
DISPOSAL AREA
WATER SOURCE
MILES
0 1
PROJECT ROADS
OTHER FS ROADS
SECTION LINE
WATER BODY
CO
NT
IN
UE
S
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PB 39
PB 38
PB 41
PB 43
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PB 40
DETROIT LAKE
W3
D2
B2
N F
4B
N
F
4E
W
United States Department of Agriculture Forest Service
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3SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
VICINITY MAP
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
LEGEND
W
RIPRAP/BORROW SOURCE
DISPOSAL AREA
WATER SOURCE
MILES
0 1
PROJECT ROADS
OTHER FS ROADS
SECTION LINE
WATER BODY
CO
NT
IN
UE
S
SH
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United States Department of Agriculture Forest Service
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PROJECT NO.
VICINITY MAP
TABLES
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
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5SHEET OF
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ARCHIVE NO.
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DRAWN
CHECKED
PROJECT NO.
GENERAL
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.
13. DISPOSAL AREA: 6' MAXIMUM HEIGHT OF MATERIAL, 1V:1.5H SLOPES, SHAPE TO DRAIN & RECONSTRUCT DITCHLINE BETWEEN ROAD AND DISPOSAL SITE. DISPOSAL AREAS WILL BE FLAGGED BY CO
14. PRIOR TO ANY MATERIAL PLACEMENT.ALL UTILITY LOCATES, PERMITS, AND WATER RIGHTS ARE THE RESPONSIBILITY OF THE PURCHASER.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. REPLACE CULVERTS WHEN STREAM CHANNELS ARE DRY OR DURING INSTREAM WORK PERIOD. 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
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
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ESTIMATE OF
QUANTITIES -
BASE ITEMS
DRAWING TITLE
DETROIT RANGER
DISTRICT
WILLAMETTE
NATIONAL FOREST
BCLH IRSC
PHASE 2
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
X
D. MATTHEWS
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NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
ESTIMATE OF
QUANTITIES -
OPTIONAL ITEMS
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NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
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BASE ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
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BASE ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
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SUMMARIES -
OPTIONAL ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
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SUMMARIES -
OPTIONAL ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
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OPTIONAL ROADS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
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AutoCAD SHX Text S
AutoCAD SHX Text E
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PROJECT NO.
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
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
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
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AutoCAD SHX Text I
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PROJECT NO.
DRAINAGE LISTING -
BASE ITEMS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
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ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DRAINAGE LISTING -
OPTIONAL ITEMS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
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AutoCAD SHX Text S
AutoCAD SHX Text E
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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
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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AutoCAD SHX Text E
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18SHEET OF
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DATE
DESIGNER
DRAWN
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PROJECT NO.
DRAINAGE
TYPICALS
DRAWING TITLE
WILLAMETTE
NATIONAL FOREST
PROJECT NAME
NO. REVISION / ISSUE DATE
STAMPS, LOGOS, AND SEALS
PACIFIC NORTHWEST REGION
R06
60°
120°
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
G
A
CULVERT DIAMETER
OUTLET DITCH DETAIL
SECTION A-A
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.
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
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
BEVEL CUT TO MATCH FILL
SLOPE
D/4 TYPICAL
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
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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
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AutoCAD SHX Text E
AutoCAD SHX Text N
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AutoCAD SHX Text A
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AutoCAD SHX Text I
AutoCAD SHX Text C
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19SHEET 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. BIAXIAL GEOGRID = CATEGORY 4.
7. FINAL FILL REPAIR LIMITS TO BE MARKED BY CO PRIOR TO CONSTRUCTION.
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
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
P A
R A
L L
R
O A
D W
A Y
WALL FACE
PLAN VIEW GEOGRID TYPICAL
BIAXIAL GEOGRID
ATTACH OR OVERLAP
PER MANUFACTURE'S
RECOMMENDATIONS
NOT TO SCALE
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20SHEET 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
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
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21SHEET OF
DRAWING SHEET NO.
ARCHIVE NO.
DATE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
SOIL EROSION AND
POLLUTION
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
F
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
3/10/2025
D. MATTHEWS
DETROIT RANGER
DISTRICT
BCLH IRSC
PHASE 2
X
D. MATTHEWS
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| Sheets and Views |
| BCLH IRSC - PHASE 2-2- VICINITY MAP |
| BCLH IRSC - PHASE 2-3- VICINITY MAP (2) |
| BCLH IRSC - PHASE 2-4-VIC MAP TABLES |
| BCLH IRSC - PHASE 2-5-GENERAL NOTES |
| BCLH IRSC - PHASE 2-6-EoQ |
| BCLH IRSC - PHASE 2-7-EoQ (1) |
| BCLH IRSC - PHASE 2-8-RECON. SUMMARY (1) |
| BCLH IRSC - PHASE 2-9-RECON. SUMMARY (2) |
| BCLH IRSC - PHASE 2-10-RECON. SUMMARY (3) |
| BCLH IRSC - PHASE 2-11-RECON. SUMMARY OP (1) |
| BCLH IRSC - PHASE 2-12-RECON. SUMMARY OP (2) |
| BCLH IRSC - PHASE 2-13-RECON. SUMMARY OP (3) |
| BCLH IRSC - PHASE 2-14-ROAD STRUCTURE DETAILS |
| BCLH IRSC - PHASE 2-15-DRAINAGE LISTING (1) |
| BCLH IRSC - PHASE 2-16-DRAINAGE LISTING OP (1) |
| BCLH IRSC - PHASE 2-17-FILL REPAIR TABLE |
| BCLH IRSC - PHASE 2-18-DRAINAGE DETAILS |
| BCLH IRSC - PHASE 2-19-FILL REPAIR TYPICALS |
| BCLH IRSC - PHASE 2-20-DISPOSAL AREA TYPICALS |
| BCLH IRSC - PHASE 2-21-SOIL AND EROSION CONTROL DETAILS |
File details come from the government source that posted it. Updated .