Attachment 003 - Plans.pdf
PDF 11 MB Posted
- Attached to
- French Hazard WUI Project Road Improvements
- Solicitation number
- 1282B124R0026
- Issued by
-
Department of Agriculture Forest Service
About this file
The attached document appears to be Attachment 003 - Plans.pdf related to the French Hazard WUI Project Road Improvements solicitation (Solicitation Number: 1282B124R0026) issued by the Department of Agriculture Forest Service.
The project requires approximately 2.4 miles of new road construction (Operational Maintenance Level 2, closed to public motorized use) and approximately 10 miles of road reconstruction on existing system roads to facilitate future vegetation and prescribed fire treatment activities within and adjacent to the project area. The West Mountain Geographic area, where the project is located, has been identified as a community at risk from wildfire under the Valley County wildland fire mitigation plan. The purpose of the project is to improve road infrastructure to support wildfire risk reduction activities in this at-risk community.
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Text version
RYAN
BARRY
Digitally signed by RYAN
BARRY
Date: 2024.02.22 14:50:32 -07'00'
CHRISTOPH
ER BENTLEY
Digitally signed by
CHRISTOPHER BENTLEY
Date: 2024.02.22 15:46:11 -07'00'
SECTION 105-CONTROL OF MATERIAL: Borrow sources may be required for construction of 435A8 road. Possible borrow sites may be located on NFSR #435A from station 93+90 - 104+50 in addition to material obtained from excavating the new road template. Utilize all available embankment material from constructing new road template before using borrow sources. Confer with C.O.R before accessing borrow sites.
SECTION 201 – CLEARING and GRUBBING: For existing roads to be reconstructed, see the clearing limits details on the typical sections to the right. The C.O.R. may designate individual trees that will remain within the clearing limits in sensitive areas adjacent to streams.
SECTION 204 – EXCAVATION and EMBANKMENT: This work includes: widening of the road subgrade to a minimum width of 14 feet, improving turning radii, curve widening and intersections to accommodate loaded log trucks, reshaping of the existing road template to facilitate proper drainage to ditch lines and culverts, and reconstructing all existing turnouts and turnarounds, and excavation of existing culverts. Obtain cover material if needed for culvert installations from cut banks or roadbeds, as directed by the C.O.R. Remove all berms.
SECTION 207 – EARTHWORK GEOSYNTHETIC: Geotextile separator fabric shall conform to the requirements of the American Association for Highway and Transportation Officials (AASHTO) M288‐00 for a Class 2 Geotextile with an elongation greater than or equal to 50 percent. The installation of the geotextile fabric should conform to the requirements of Section 207.
SECTION 212 –LINEAR GRADING: If necessary, shifting of the road alignment in the vicinity of Hazard Creek must be approved by C.O.R.prior to any earthwork or disturbance, due to proximity to I.R.A. (Inventoried Roadless Area).
Refer to FSSS Section 212 Linear Grading, Construction for all other linear grading construction standards.
Ensure slash is piled on fill slope for all new road templates, in accordance with FSSS Section 201 Clearing and grubbing.
Construct Gate on NFSR #435A before starting new construction activities on NFSR #435A8
SECTION 303 – ROADWAY RECONDITIONING: Clean ALL culvert inlets and outlets. Grade road surface. Remove vegetation from the ends of the culverts and remove material down to the inverts. Clean culvert catchbasins. Pulverize rock according to FSSS section 303B.
Reconstruct ALL ditchlines to the dimensions shown in the typical sections
SECTION 602 – CULVERTS and DRAINS: Payment for removal of log culverts encountered during new culvert installations is considered indirect to the corrugated metal pipe pay item. Dispose of log culverts as directed by the C.O.R Culvert replacements may require extended road closures. Coordinate with C.O.R. for scheduling and official closure orders.
SECTION 625 – TURF ESTABLISHMENT: Use certified weed free seed mix shown in FSSS section 625. Use certified weed free straw bales for mulch. Application rate for mulch is 1 bale per 400 square feet (109 bales per acre). Seed and mulch after September 30 and before May 31. Seed and mulch all disturbed areas that are 1V:1H and flatter.
USE OF PUMPS: Portable pumps must be placed in a secondary containment vessel with sufficient volume to contain the contents of the fuel tank. All pumps used on the project must be outfitted with a suction screen that has a maximum opening size of 3/32". The only approved water sources will be designated by the C.O.R.
FUEL STORAGE AND REFUELING: Storage of fuel and other toxicants within Riparian Conservation Areas (RCA) is prohibited. Definition of RCA - an area within a slope distance of 300 feet of perennial streams or within a slope distance of 150 feet of intermittent streams. Refueling of equipment may be done within the RCA only at approved locations. Service trucks may not be parked overnight within RCA's, and must carry spill containment kits that are designed for the type of contaminants present and the potential spill volume. Before beginning any work, submit a hazardous spill plan in accordance with FSSS 107.10.
3'
VARIES
INSLOPE 3-5%
TYPICAL INSLOPE W/DITCH SECTION
CLEARING LIMITS
3'5'
TYPICAL THRU-CUT OR CROWN SECTION
CROWN 3-5%
LC
VARIES
3'
DITCH DEPTH 1'
CLEARING LIMITS
5'
LC
VARIES 3'
5'
DITCH DEPTH 1'
TYPICAL OUTSLOPE SECTION
CLEARING LIMITS
3'5'
OUTSLOPE 3-5%
LC
VARIES
Road Templates with Clearing Limits for ReconstructionCONSTRUCTION NOTES
TYPICAL TURNOUT SECTION
CLEARING LIMITS
3'5'
OUTSLOPE 3-5%
LC
VARIES
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
CONSTRUCTION NOTES
02/13/2024
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NOTE:
1. For outslope section direct outflow to fill side of roadway. For inslope reverse direction of dip grade and outflow.
2. Armor outfall of grade dip with slash or rock where staked on the ground. Payment for armor is indirect to grade dip construction and will not be paid for separately.
3. Cut grade dip 12" deep on the cut slope side and 18" deep on the fill slope side.
4. Transition lengths for grade dips vary depending on original road grade. Use Chart A and Chart B as general guidelines to achieve proper drainage and truck drivability.
ARMOR WITH SLASH OR ROCK
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
STANDARD DETAIL -
GRADE DIP
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TO ROAD CENTERLINE
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HYDRAULIC BOTTOM AT RIGHT ANGLE
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OUTSLOPE FOR DRAINAGE
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ORIGINAL
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GRADE
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LINE
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DOWNGRADE
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AutoCAD SHX Text 12"
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ORIGINAL GRADE LINE
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PLACE EXCAVATED MATERIAL
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SEE CHART B FOR
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SEE CHART A FOR
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TRANSITION LENGTH
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TRANSITION LENGTH
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Finished Road Grade
Cut Slope
Fill Slope
8" MIN.
2'10"
12"x 36" BM-R
6"x12" TYPE 2 OBJECT
MARKER ON FRONT OF
HINGE POST.
6"X12" TYPE 2 OBJECT MARKER
(ONE EACH SIDE OF LOCK CLOSED
POST)
18" LONG BLOCK OF RAILROAD TIE THAT GATE
RESTS ON FOR LOCK OPEN AND LOCK CLOSED
POSTS (2 REQUIRED). SECURE TO VERTICAL POST
WITH TWO 3/8" DIA. LAG BOLTS W/WASHERS. SIZE
THE BOLT LENGTH TO OBTAIN AT LEAST 4"
PENETRATION INTO POST.
ELEVATION VIEW
12"x 36" BM-L
PLAN VIEW
6"X12" TYPE 2 OBJECT MARKER
(ONE EACH SIDE OF LOCK CLOSED
POST)
6"x12" TYPE 2 OBJECT
MARKER ON FRONT OF
HINGE POST.
6"x12" TYPE 2 OBJECT
MARKER ON BACK OF
LOCK OPEN POST.
GATE REST BLOCK FOR
OPEN POSITION
GATE REST BLOCK FOR
CLOSED POSITION12"x 36" BM-R
12"x 36" BM-L
12"x 36" BM-R or BM-L
SPACING AS NEEDED TO LOCK
GATE IN OPEN POSTIION
HINGES - 3 REQUIRED
FOR 18 FOOT GATE, 2
REQUIRED FOR 16 FOOT
GATE.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
STANDARD DETAIL -
GATE
02/13/2024
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 0/2
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(R4)
INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
STANDARD DETAIL -
DELINEATION MARKERS
02/13/2024
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Watertight Joints
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 0/2
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INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
STANDARD DETAIL -
DEWATERING
02/13/2024
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AutoCAD SHX Text Sand bag Bypass Dam Height at Least 6" Above Top of Pipe
AutoCAD SHX Text Streambed
AutoCAD SHX Text Plan View TYPICAL DEWATERING & SEDIMENT CONTROL PLAN
AutoCAD SHX Text Sand Bag Bypass Dam (See Detail)
AutoCAD SHX Text Bypass Pipe, Diameter Determined by Contractor that will Handle Streamflow During Construction Period in Addition to Potential Storm Flows
AutoCAD SHX Text Elevation View at Streambed Invert
AutoCAD SHX Text Typical Sand Bag Bypass Dam
AutoCAD SHX Text Not to Scale
AutoCAD SHX Text Pump Streamflow as Needed to Construct Dam
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AutoCAD SHX Text Location Staked by Contractor and Approved by the CO.
AutoCAD SHX Text Geotextile-wrapped Straw Bale Dam
AutoCAD SHX Text Geotextile Mirafi 140N or equal
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AutoCAD SHX Text Stakes as Needed to secure bales in place and prevent flow under geotextile
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ROAD NO. STATION ITEM NO. QUAN UNIT DESCRIPTION OF WORK REMARKS
435 57+40 60256A 40 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
60+00 20301 1 Each
Remove existing culvert. Disposal Method A.
60+00 60256B 40 LF
Install 24" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
60+00 20402
Shift road left 2 ft, cut new ditch line ahead 200 ft.
Reshape road to inslope ahead 200 ft.
60+00-62+00 30201 40 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
64+20 20301 1 Each
Remove existing culvert. Disposal Method A.
64+20 60256C 40 LF
Install 48" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
64+20 20426 1 Each Construct Outsloped Grade Dip.
64+20 30201 10 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
64+20 20402
Reconstruct channel upstream to align directly with culvert. See typical for details.
65+80
Junction with NFSR #435F, rIght.
73+10 30201 10 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
79+00 30201 80 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
82+30 20301 1 Each
Remove existing culvert. Disposal Method A.
82+30 60256A 36 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
82+30 30201 60 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
84+30 Junction with NFSR #435G, left.
90+70 20301 1 Each
Remove existing culvert. Disposal Method A.
90+70 60256A 36 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
94+00-104+00 30322B
Roadway Reconditioning, Rock Pulverization
94+00-104+00 30201 200 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
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INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
NFSR #435
STRAIGHTLINES
02/13/2024
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435 102+50
Reconstruct channel upstream to align directly with culvert. See typical for details.
102+50 20301 1 Each
Remove existing culvert. Disposal Method A.
102+50 60256D 50 LF
Install 60" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
102+50 30232 40 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
102+50 20426 1 Each Install Outsloped Grade Dip.
102+50 25101 10 CY
Place Rip Rap, Class 3 on banks of inlet and outlet for stabilization.
119+20 Junction with NFSR #435K, left.
120+90 Junction with NFSR #435H, left.
125+70-140+60 30201 300 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
133+60
Junction with UA, right.
152+60 Junction with #435A, left.
170+00
Junction with #435D, right.
181+80 30201 80 CY
Place and Compact 4" Layer of Surface Course
Aggregate. Placement Method 3
Existing 36" CMP. Wet area.
181+80 30232 7 CY
Place and Compact Ditch Armor, 4" Minus, Placement Method 3.
195+36-264+00 63306 36 Each
Install Delineation Markers at 30 ft spacing. Install 18 posts. Install 2 markers per post.
229+68 20301 1 Each
Remove existing culvert. Disposal Method A.
239+70 60256C 60 LF
Install 48" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6. End reconstruction.
Junction with #435B, right.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 2/2
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(R
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.D W
G;
(R4)
INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
NFSR #435
STRAIGHTLINES
02/13/2024
R.STONE
R. STONE
D. MONTINI
FS090523_R102013_L1-002.dwg
13 16
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435A 89+20 - 104+50 20103 0.29 Mile
Clearing and Grubbing, Disposal Method (F) for brush, tops, limbs, and stumps. Disposal Method
(I) for logs meeting utilization standards.
See Standard Details & Construction Notes
89+20 - 104+50 20402 0.29 Mile
Roadway Excavation- Placement Method 3
This work consists of excavating material and constructing embankments, removing berms, constructing new ditch lines, and reshaping existing road templates. Widen the road subgrade to a minimum of 14 feet, improve intersections, turning radii, and widen curves to accomodate loaded log trucks.
89+20 - 104+50 30322A 0.29 Mile
Roadway Reconditioning
Recondition all turnouts, grade dips, and ditch lines. Clean and recondition all culvert catch basins, outlets, lead out ditches, and cattle guards.
89+20
Begin Road Reconstruction
89+20 61901 1 Each
Furnish and Install Road Closure Device, Type 16'
Steel Gate.
French Creek crossing.
89+20 25101 20 CY
Place Riprap, Class 3 or larger Place riprap around inlet/outlet of existing French Creek CMP.
97+10 60256A 40 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
Wet spring area, side of road wet and soft.
89+20 - 104+50 30201 300 CY
Place and Compact 4" Layer of Surface Course
Aggregate.Placement Method 3
101+40 60256B 40 LF
Install 24" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
103+50 Potential borrow source for NFSR #435A8 new construction
104+50 End reconstruction NFSR #435A. Junction with NFSR #435A8 new construction
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 0/2
4 0 9:
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KS
TO
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C :\U
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RS
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(R
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E@
US
DA
.G
OV
5)
.D W
G;
R4
INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
NFSR #435A
STRAIGHTLINES
02/13/2024
R. STONE
R. STONE
D. MONTINI
FS090523_R102013_L1-002.dwg
14 16
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438 0+00 - 252+60 20103 4.78 Mile
Clearing and Grubbing, Disposal Method (F) for brush, tops, limbs, and stumps. Disposal Method
(I) for logs meeting utilization standards.
See Standard Details & Construction Notes
0+00 - 252+60 20402 4.78 Mile
Roadway Excavation- Placement Method 3
This work consists of excavating material and constructing embankments, removing berms, constructing new ditch lines, and reshaping existing road templates. Widen the road subgrade to a minimum of 14 feet, improve intersections, turning radii, and widen curves to accomodate loaded log trucks.
0+00 - 252+60 30322A 4.78 Mile
Roadway Reconditioning
Recondition all turnouts, grade dips, and ditch lines. Clean and recondition all culvert catch basins, outlets, lead out ditches, and cattle guards.
0+00
Begin Road Reconstruction
Junction with NFSR #422 West Mountain Road. Road is County jurisdiction until 148+50
4+70 20402 Install leadout ditch.
4+70 30322
Recondition grade dip.
11+10
Junction with an Unauthorized Access (UA) road, right.
14+30
Existing gate.
26+45 20301 1 Each
Remove Existing Culvert. Disposal Method A.
26+45 60256A 40 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
36+30 Junction with UA road, left.
44+60 60256A 40 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
62+60 Junction with UA road, left.
68+40 Junction with UA road, left.
100+70 20402
Widen curve with material excavated from cut slope Existing 18" CMP.
148+50
Forest Service boundary.
166+30
Recondition grade dip
Existing CMP. Use caution to not excavate too much cover off of existing pipe below dip. 1' minimum cover is required over existing
CMPs
171+20 Junction with NFSR #438D.
186+30 60256A 28 LF
Install 18" Corrugated Steel Pipe. 0.064 Inch
Thickness, Compaction Method 6.
203+40
Recondition road template to outslope.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 0/2
4 0 9:
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KS
TO
NE
C :\U
SE
RS
\R
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KS
TO
NE
\B
OX
\77
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MG
MT
\77
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(R
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ON
E@
US
DA
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OV
5)
.D W
G;
(R4)
INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
NFSR #438
STRAIGHTLINES
02/13/2024
R. Stone
R.Stone
D. Montini
FS090523_R102013_L1-002.dwg
15 16
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229+30 Junction with NFSR # 438C.
252+60 20426 1 Each
Construct Outsloped Grade Dip
May need to skid trees from further up the road to landing at this station.
252+60 20402 Construct turnaround. End reconstruction
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 0/2
4 0 9:
R
IC
KS
TO
NE
C :\U
SE
RS
\R
IC
KS
TO
NE
\B
OX
\77
TR
AV
EL
MG
MT
\77
DE
VE
LO
PM
EN
T\
D4 C
AS
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\F
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H_
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\F
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PL
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(R
IC
K.
A.
ST
ON
E@
US
DA
.G
OV
5)
.D W
G;
(R4)
INTERMOUNTAIN REGION
FRENCH HAZARD
WUI ROAD
IMPROVEMENTS
BOISE NATIONAL
FOREST
CASCADE RANGER DISTRICT
NFSR #438
STRAIGHTLINES
02/13/2024
R. Stone
R.Stone
D. Montini
FS090523_R102013_L1-002.dwg
16 16
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| Sheets and Views |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-Construction Notes |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-Standard Details for Grade Dip |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-Standard Details for Gate |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-Standard Details for Deliniation Markers |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-435 |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-435 Page 2 |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-435 Page 3 |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-435A |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-438 |
| Plan Sheets_Template (rick.a.stone@usda.gov 5)-438 Page 2 |
| Standard Detail Dewatering Rev3.pdf |
| Sheets and Views |
| Standard Details for Dewatering) |
| 435Straightline_ Pg3.pdf |
| Sheets and Views |
| 435 Page 3 |
File details come from the government source that posted it. Updated .