Attach_6_Plans for Road 384 Improvements.pdf
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- Solicitation number
- 12026120R0004
About this file
This notice solicits proposals for road improvement work on National Forest System Road 384 located on the Boise National Forest in Idaho. The project scope includes installing aquatic organism passage culverts, replacing and installing drainage culverts, placing embankment material to reestablish the road template, installing underdrain systems, placing riprap on slopes, and paving the road with asphalt. Contractors must furnish all labor, materials, equipment and perform all work according to provided plans and specifications. The project site is located on NFSR 384 from milepost 56.7 to Little Owl Summit. The estimated contract value is between $1 million and $5 million. The contract type is firm-fixed-price. The estimated start date is June 8, 2020 with a completion date of October 8, 2021. A pre-bid site visit will be held on April 29, 2020. The solicitation will be available on beta.sam.gov within 15 days. This opportunity is a small business set-aside awarded by the USDA Forest Service Intermountain Region.
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l.ewiston
, BOISE
: NATIONAL
1 FOREST
i <fAlmon
Chnllis
20 ' I l\vln 1•·1111, IDAHO MAP
PROJECT DESCRIPTION
SPECIFICATION:
Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units www.wfl.flia.dot.gov/design/specs/fp 14.hlm
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION4
PLANS FOR PROPOSED PROJECT
National Forest System Road 384 Improvements
BOISE NATIONAL FOREST
IDAHO CITY RANGER DISTRICT
BOISE COUNTY
IDAHO
INDEX TO SHEETS
Sheet Name
Title Sheet
Vicinity Map
Estimated Quantities
Construction Notes
Multi-Flow Typical
CMP at2+06
Standard Details for Culve1is
Drainage Summary Sheets
Straight Line Sheets
D TRICT RANGER
(Adi tt.5)
APPROVED:
�fa'�EI{"�
Sheet#
I
8-12
13-29
DATE: iJ-/I 1ao
1 of29
Attachment #6-12026120R0004
Sawmill Creek
Summit Creek
Big Owl Creek
Willow Creek
Crooked River
Pikes Fork
China Fork
Beaver Creek
Edna Creek
Abby C ree k
Little Beaver Creek
Gotch Creek
Whoop Um Up Creek
Banner Creek
West Fork Beaver Creek
Lamar Creek
Gold Fork
Lamar Pit Site
Kempner Pit Site
Beaver Creek Culvert Replacement
Edna Creek Culvert Replacement - Lower
Edna C ree k Culvert
Replac em ent - Upper
To Idaho City
Approx. 18 miles
Highway 21
384 Road Improvement Project (closure to public use subject to contract requirements)
Roads to remain open to public traffic at all times
Existing Gate Locations (to be used to close Road 384 to public use from Edna Creek CG to Milepost
2.5 during AOP installations, subject to contract requirements)
Legend
362 / 362B Switchback. Intersection is ONLY suitable for passenger sized vehicles. Not recommended for vehicles with more than 2 axles or for vehicles towing trailers.
NFSR 312
NFSR 385
NFSR 367
Little Owl Summit End of Project
NFSR 348
NFSR 362
Hi gh wa y
NFSR 025M
Highway 21
Highway 21
NFSR 362
Willow Creek Bridge
STA. 326 +70
NFSR 362B
NFSR 025M1
NFSR 328
NFS
R 38
Attachment #6-12026120R0004
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REGION 4
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REGION 4
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TYPICAL OUTSLOPE SECTION
3'
VARIES
INSLOPE 3-5%
TYPICAL INSLOPE W/DITCH SECTION
OUTSLOPE 3-5%
LC
LC
VARIES
VARIES
DITCH DEPTH 1'
Road Templates with Clearing Limits for Reconstruction
Excavate 6" of Existing Ditch Material and Place Ditch Armor as
Directed in the Description of Work Sheets
TYPICAL DITCH ARMOR SECTION
Existing Cutbank
Top of Ditch Armor Material at Least as High as Road Surface
TYPICAL THRU-CUT OR CROWN SECTION
CROWN 4-6%
3'
DITCH DEPTH 1'
LC
VARIES 3'
1' Minimum to Top of Finished Road
Surface
2:1 or Flatter
Finished Road Surface 6"
CONSTRUCTION NOTES
PAY ITEM 20402 - ROADWAY EXCAVATION: This work includes miscellaneous excavation such as new ditchlines, deeper ditchlines, new catchbasins, and finishing earthen and rocky material.
PAY ITEM 20415 – ROADWAY EMBANKMENT: This work includes: Screening embankment material at the Lamar Pit to 3-inch minus gradation, setting up scales and weighing trucks at the Whoop-um-up parking area for pay quantities, hauling material to the 384 road and placing, shaping, compacting, and finishing the material at the locations indicated on the plans. Blend the beginning and end sections of embankment to gradually and smoothly transition to roadway sections not receiving embankment. Compact and finish embankment as specified in FSSS 204 - Excavation and Embankment.
PAY ITEM 25101 – RIPRAP: This work consists of commercial source supply and placement of riprap as indicated in the plans. Additional work prior to placement of the riprap is clearing and grubbing, where required as indicated in the plans, and is an indirect cost to the riprap placement. Dispose of clearing and grubbing debris by hauling to the Lamar Pit, out of the way of screening operations, as directed by the COR. See timing restrictions on work description sheets.
· The Forest Service will conduct turbidity monitoring 600 feet downstream from the riprap placement sites during time periods when turbidity is increased.
· If turbidity levels exceed 50 NTU over the background level for 2 consecutive hours, cease work immediately until turbidity is clear or measures are taken to reduce turbidity before resuming the placement of riprap.
PAY ITEM 30207 – MINOR CRUSHED AGGREGATE: This work consists of hauling, placing, watering, shaping, compacting, and finishing the Stabilized Aggregate mixed at Kempner Ranch, in a 6 inch compacted in place thickness, the on Road 384 from the end of the asphalt apron intersecting State Highway 21 at Station 4+89 through Station 326+70 at Willow Creek Bridge. The aggregate shall be placed the full width of the road subgrade, including turnouts.
PAY ITEM 30232 – DITCH ARMOR: This work consists of furnishing by commercial source a rock product of 4 inch minus material with a maximum retained amount of 15 percent by weight on the number 4 screen. Place and shape the ditch armor as indicated on the plans.
PAY ITEM 30321 – ROADWAY RECONDITIONING: This work consists of roadway reconditioning, as specified in FSSS 303.07, between the Willow Creek Bridge at Station 326+70 and Little Owl Summit/End of Project at Station 499+30. Roadway reconditioning is not required underneath sections of road that will receive Roadway Embankment (Pay Item 20415) over the top of the existing roadbed. Scarification of the roadbed is NOT required for roadway reconditioning.
PAY ITEM 30322 – ROADBED RECONDITIONING: This work consists of roadbed reconditioning, as specified in FSSS 303.05 between the end of the asphalt apron at State Highway 21 at Station 4+89 up to the Willow Creek Bridge at Station 326+70. Roadbed reconditioning is not required underneath sections of road that will receive Roadway Embankment (Pay Item 20415) over the top of the existing roadway. Scarification and shaping of the roadbed is required for roadbed reconditioning.
PAY ITEM 30323 – DITCH AND SHOULDER RECONDITIONING: This work consists of ditch and shoulder reconditioning, as specified in FSSS 303.03 and 303.04, from the beginning of the project at Station 0+00 through the end of the project at Station 499+30. Ditch depth shall be 1 foot measured from the finished surface of the road.
PAY ITEM 31101 – STABILIZED AGGREGATE: This work consists of pugmill mixing of the of the aggregate and caliche stockpiles at Kempner Ranch as specified in FSSS 311.
The mixed product will be used as the Minor Crushed Aggregate to be placed on Road 384 (Pay Item 30207).
PAY ITEMS 60256A and 60256B – CULVERTS and DRAINS: 18 AND 24 INCH CORRUGATED METAL PIPES (CMPs): This work consists of furnishing and installing culverts and drains, as specified in FP-14 Section 602. Payment for removal of existing culverts shall be made under Removal of Culvert, Disposal Method A (Pay Item 20301).
PAY ITEM 60256C – CULVERTS and DRAINS: 36 INCH CORRUGATED METAL PIPE (CMP): This work consists of furnishing and installing culverts and drains, as specified in FP-14 Section 602. Other work required to complete this includes saw cutting of asphalt; removal and disposal of asphalt; excavation; backfill, and compaction; base course placement (Government Furnished from Kempner Ranch), and paving the asphalt patch. All are indirect to the pay item and costs are imbedded into the lineal foot unit price for this pay item.
WEED FREE INSPECTIONS: All equipment used on the project shall be washed and free of dirt or deleterious matter that may contain seeds from offsite. All equipment working on site, with the exception of delivery trucks, shall be made available for Forest Service inspection of cleanliness before entering National Forest Service Lands. Provide at least 2 days advanced notice of when equipment will be available for inspection.
WATER DRAFTING LOCATIONS: Drafting locations must be approved in advance by the COR. Drafting of water is NOT permitted in Edna Creek.
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.
TRAFFIC CONTROL PLAN: Contractor shall submit a traffic control plan for review and approval prior to beginning any work.
SNOW-PLOWING: Snow-plowing of Road 384 is prohibited. SHEET
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Attachment #6-12026120R0004
AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Boise National Forest Engineering
AutoCAD SHX Text Construction Notes and Typical Sections
AutoCAD SHX Text National Forest Service Road 384 Improvements
REGION 4
Ditch armor rock Pay Item: 30232
Granular Backfill Material
Multi-Flow Collector Line
1V:1H SLOPE
1V:2H SLOPE
Existing fill slope
3" ABS Outlet Pipe Install at 1% grade
3" 90 degree sweep elbow.
*not drawn to scale
Install 18" Multi-Flow System or Equivalent
Install Multi-Flow in the center of the trench. Follow manufacturer's directions for making connections, attaching end caps and outlet pipe.
Place Granular Backfill material in trench on each side of drain and cover top of drain with a 4" thick layer of backfill.
Provide Granular backfill material with 100% passing a #8 sieve, and 0% passing a #50 sieve.
Payment for Pay Item 60502A and 60502B includes the furnishing and installation of the complete drain system including the outlet pipe, excavation of the trench and disposal of unsuitable material at the Lamar Pit, and the furnishing and placement of granular backfill material.
Payment for the Ditch armor rock shown in the detail to the left will be made under Pay tem 30232.
Typical Ditch Underdrain
Attachment #6-12026120R0004
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OUTLET
ROAD GRADE
INLET
ROAD GRADE
ELEVATION
RIPRAP
HAND PLACED
ROAD GRADE
PLAN
FLOW
TOE OF FILL
CHANNEL HAND PLACED
RIPRAP
STREAM
ALIGN CULVERT WITH
STREAM CHANNEL
RIPRAP
HAND PLACED
COLLARS
COLLAR
COLLAR
1' 1'
1' 1'
ROAD SHOULDERS
1'
D
D
COLLAR SURFACE - EXISTING
3" ASPHALT WEARING
SURFACE - EXISTING
3" ASPHALT WEARING
SURFACE - EXISTING
3" ASPHALT WEARING
ROAD GRADE WITH SAWCUT
SURFACE - EXISTING
3" ASPHALT WEARING
APPROXIMATE ASPHALT AREA TO BE SAWCUT
SURFACE - EXISTING
3" ASPHALT WEARINGSAWCUT AREA REPLACED WITH 3" ASPHALT SURFACE
3" DEPTH AGGREGATE BASE FROM KEMPNER RANCH
4" MIN.
36"
1' MIN.
36" MIN.
TRENCHING
Excavate to a width that permits the required backfill compaction
1V 3H
OUTLET DITCH NOTES
Construct V-shaped outlet ditch with 1V:3H side slopes. Round tops of slopes to blend with natural ground.
4" MINIMUM
TYPICAL BEDDING DETAIL
36" 36"
36" MINIMUM
12" MIN.
TYPICAL BACKFILL DETAIL
Place suitable material in six inch layers and compact in accordance with FSSS Sections 209.09 and
209.10. Shape the material to fit
the bottom of the pipe.
Attachment #6-12026120R0004
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EXISTING CMP TO BE REMOVED
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NEW 36" CMP TO BE INSTALLED
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APPROXIMATE ASPHALT AREA TO BE SAW-CUT.
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EXCAVATION LIMITS
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EDGE OF ROAD
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GENERAL NOTES: 1. EXISTING ASPHALT WEARING SURFACE TO BE SAWCUT OVER ENTIRE ROAD WIDTH PRIOR TO EXISTING ASPHALT WEARING SURFACE TO BE SAWCUT OVER ENTIRE ROAD WIDTH PRIOR TO EXCAVATION AND EXISTING CMP REMOVAL. 2. AFTER REMOVAL OF EXISTING CMP, NEW 36" STEEL STRUCTURAL CMP TO BE INSTALLED AT AFTER REMOVAL OF EXISTING CMP, NEW 36" STEEL STRUCTURAL CMP TO BE INSTALLED AT LOCATION OF REMOVED CMP. 3. AFTER BACKFILL OF NEW CMP, 3" DEPTH OF AGGREGATE BASE TO BE INSTALLED AND AFTER BACKFILL OF NEW CMP, 3" DEPTH OF AGGREGATE BASE TO BE INSTALLED AND SURFACED WITH 3" ASPHALT WEARING SURFACE WHERE EXISTING ASPHALT WAS SAWCUT AND REMOVED. AGGREGATE TO BE GOVERNMENT SOURCE FROM DESIGNATED KEMPNER RANCH LOCATION. 4. ALL WORK INCLUDING SAWCUTTING, CMP INSTALLATION, EXCAVATION, BACKFILL, BASE COURSE ALL WORK INCLUDING SAWCUTTING, CMP INSTALLATION, EXCAVATION, BACKFILL, BASE COURSE INSTALLATION AND COMPACTION, AND ASPHALT PATCHING IS INDIRECT TO PAY ITEM 60256C. 5. ABBREVIATIONS - CMP: CORRUGATED METAL PIPE; D: DIAMETERABBREVIATIONS - CMP: CORRUGATED METAL PIPE; D: DIAMETER
4" MINIMUM
1V 3H
TYPICAL BEDDING DETAIL
D
D
1 D MINIMUM
12" MIN.
TYPICAL BACKFILL DETAIL
4" MIN.
D
GENERAL NOTES
DUAL INSTALLATION
OUTLET DITCH NOTES
D
D
1' MIN.
1 D MIN.
DIAMETER "D"
UP TO 24"
24" TO 36"
DISTANCE "F"
12" MIN.
1/2 "D" MIN.
F
OUTLET
1' MIN. THICK
RIPRAP APRON
ROAD GRADE
INLET
GRADE
FLOW
1' MIN.
DITCH RELIEF CULVERT
DITCH
ROAD GRADE
ELEVATION
SHOULDER
NATURAL GROUND
PLAN
T
1.5 D
ROADBED
O P
O
RIPRAP
F
D+1.5'
PLACED
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A D
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C U
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APRON
COLLAR
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APRON
5'
4'
1'
D + 1.5'
OUTLET
RIPRAP APRON
1' MIN. THICK
ROAD GRADE
INLET
THROUGH FILL CULVERT
ROAD GRADE
ELEVATION
RIPRAP
1' MIN.
HAND PLACED
ROAD GRADE
PLAN
FLOW
TOE OF FILL
CHANNEL 2 D
HAND PLACED
RIPRAP
STREAM
ALIGN CULVERT WITH
STREAM CHANNEL
RIPRAP
HAND PLACED
COLLARS
APRON FOR
COLLAR
COLLAR
D + 1.5'
1' 1'
1' 1'
1'
ROAD SHOULDERS
1'
INTERMITTENT
STREAM ONLY
ABBREVIATION:
D - Diameter
ABBREVIATIONS:
inlet from both sides, excavate culvert pipe. Place riprap for a distance of 1.5D on both
NOTE:NOTE:
When ditch grade runs to the
Flow Grade: Install pipe with a minimum flow grade of 2%. Preferred flow grade is 8% where possible.
Damaged Spelter: Remove the damaged or corroded ends of existing galvanized corrugated metal pipe to be extended. If the damaged end is flame cut, wire brush the burned spelter down to clean metal and paint the area with two coats of high zinc content paint.
Live Stream Culvert Installations: Prior to the start of construction, submit a written plan that provides permanent and temporary erosion control measures to minimize erosion and sedimentation during and after construction. Do not begin work until the necessary controls for that particular phase of work have been implemented. Do not modify the type, size, or location of any control .Submit an alternate erosion control plan with all necessary permits 30 days before intended use. Incorporate all permanent erosion control features into the project at the earliest practicable time, as outlined in the approved plan. When erosion control measures are not functioning as intended, immediately take corrective action. Use temporary channels, temporary culverts, earth berms, pumps, sandbags, or other methods to divert the flow of live streams. Use a minimum of 2 Sedimats or other approved products downstream of the installation to minimize sedimat transport.
Construct V-shaped outlet ditch with 1V:3H side slopes. Round tops of slopes to blend with natural ground.
Place suitable material in six inch layers to density called for in the specifications and compact uniformly. Shape the material to fit the bottom of the pipe.
4'
TYPICAL CATCH BASIN
AS STAKED
SEE BELOW
1V:2H
DITCH BLOCK
Indirect Work Items: Hand placed riprap, catchbasin construction, and pipe culvert excavation are considered indirect work items to corrugated metal pipe installations. The cost of indirect items will not be paid for separately.
Hand Placed Riprap: Construct riprap collars and aprons, as shown on the Drainage Summary Sheets, on all new culvert installations. Construct riprap collars to lay on the fill slope as shown in the elevation view. Riprap collars are not vertical walls. Furnish stone used for Hand Placed Riprap that is hard, durable, angular rock and is resistant to weathering and water action and free of organic or other unsuitable material. There is no gradation requirement for Hand Placed Riprap. Individual stones shall weigh approximately 20 to 50 pounds.
D
D D
D
These drawings and details are standard for corrugated metal pipe up to 48" diameter.
COLLAR
DITCH BLOCK
COLLAR
HAND
1' MIN. AT
catchbasin on both sides of
CMP - Corrugated Metal Pipe
T O
E O
F F
I L
L sides of inlet.
RIPRAP APRON
1' MIN. THICK RIPRAP APRON
1' MIN. THICK
RIPRAP
HAND PLACED
INTERMITTENT
STREAM ONLY
Catchbasin Depth is 2.5' for 18" CMP and 3.0' for 24" CMP.
TYPICAL
TRENCHING
Excavate to a width that permits the required backfill compaction
Attachment #6-12026120R0004
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AutoCAD SHX Text National Forest System Road 384 Improvements
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REGION 4
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Boise National Forest Engineering
AutoCAD SHX Text Description of Work
AutoCAD SHX Text National Forest System Road 384 Improvements
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REGION 4
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
AutoCAD SHX Text G.Smolik
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Boise National Forest Engineering
AutoCAD SHX Text Description of Work
AutoCAD SHX Text National Forest System Road 384 Improvements
AutoCAD SHX Text
REGION 4
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Boise National Forest Engineering
AutoCAD SHX Text Description of Work
AutoCAD SHX Text National Forest System Road 384 Improvements
AutoCAD SHX Text
REGION 4
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
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AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Boise National Forest Engineering
AutoCAD SHX Text Description of Work
AutoCAD SHX Text National Forest System Road 384 Improvements
AutoCAD SHX Text
REGION 4
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
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AutoCAD SHX Text U
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AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Boise National Forest Engineering
AutoCAD SHX Text Description of Work
AutoCAD SHX Text National Forest System Road 384 Improvements
AutoCAD SHX Text
REGION 4
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
AutoCAD SHX Text G.Smolik
AutoCAD SHX Text D.Woras
| 02_Vicinity_Map.pdf |
| Sheets and Views |
| Layout1 |
| 03_Estimated_Quantities.pdf |
| Sheets and Views |
| Sheet 1 |
| 04_Construction Notes.pdf |
| Sheets and Views |
| Layout1 |
| 05_MultiFlowTypical .pdf |
| Sheets and Views |
| outslope |
| 06_36inchCMPInstall.pdf |
| Sheets and Views |
| Layout1 |
| 07_Standard details for Culverts.pdf |
| Sheets and Views |
| 11X17 |
| 8-12_Drainage Summary.pdf |
| Sheets and Views |
| 384 Drainage Summary Sheet-Sheet 1 |
| 384 Drainage Summary Sheet-Sheet 2 |
| 384 Drainage Summary Sheet-Sheet 3 |
| 384 Drainage Summary Sheet-Sheet 4 |
| 384 Drainage Summary Sheet-Sheet 5 |
| 13-29_ Straight Line Sheets optimized.pdf |
| Sheets and Views |
| 384_StraightLine-384(1) |
| 384_StraightLine-384(2) |
| 384_StraightLine-384(3) |
| 384_StraightLine-384(4) |
| 384_StraightLine-384(5) |
| 384_StraightLine-384(6) |
| 384_StraightLine-384(7) |
| 384_StraightLine2-384(8) |
| 384_StraightLine2-384(9) |
| 384_StraightLine2-384(10) |
| 384_StraightLine2-384(11) |
| 384_StraightLine2-384(12) |
| 384_StraightLine2-384(13) |
| 384_StraightLine2-384(14) |
| 384_StraightLine2-384(15) |
| 384_StraightLine2-384(16) |
| 384_StraightLine2-384(17) |
| 04_Construction Notes.pdf |
| Sheets and Views |
| Layout1 |
| 05_MultiFlowTypical .pdf |
| Sheets and Views |
| outslope |
| Construction Notes-Layout1.pdf |
| Sheets and Views |
| Layout1 |
project1: National Forest System Road 384 Improvements
File details come from the government source that posted it. Updated .