Attachment 3 Project Drawings CC Plans Full Set.pdf
PDF 2 MB Posted
- Solicitation number
- 1240BJ27Q0009
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a design and specification package for a federal roads reconstruction project executed by the USDA Forest Service, Alaska Region, Chugach National Forest, Seward Ranger District. The project, titled "Cripple Creek Vegetation Management Roads Reconstruction," encompasses reconstruction of two roads—Robinette Road (1.54 miles) and Robinette Spur (0.31 miles)—located in Hope, Alaska. The project involves clearing and grubbing, linear grading, roadway excavation, drainage excavation for armored dip crossings, subbase and surface material placement, seeding and mulching, and temporary traffic control. Total contract quantities include 1.54 miles of clearing and grubbing, 1.85 miles of linear grading, 300 cubic yards of roadway excavation for curve realignment, 96 cubic yards of drainage excavation, 5,300 cubic yards of subbase grading material, 550 cubic yards of pit-run material for subgrade reinforcement, and 12 armored dip drainage structures. Materials must be certified weed-free from commercial sources, and all materials will be sourced, located, and permits secured by the contractor.
Key work requirements include mobilization covering hazardous spill equipment, equipment washing, fire prevention, and sign installation; disposal of cleared material at designated sites with maximum 6-foot heights and 1 vertical to 1.5 horizontal slope ratios; water-bar construction with minimum 6 percent out-slope; and seeding and mulching of all disturbed areas. Road structure specifications detail 12-foot surface widths, 25-foot turning radii, 50-foot turnaround lengths, 12-inch compacted base depth, and 1:1 shoulder slopes with aggregate material. Payment will be made on actual work performed as described in Forest Service specifications (FP-14 109.01). The project includes detailed construction drawings showing cross-sections, grading tables, clearing limits, water-bar details, and mile-by-mile work lists for contractor implementation.
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Other files
| File | Type | Posted |
|---|---|---|
| 1240BJ27Q0009.pdf | ||
| Attachment 2 Project Specifications CC FSSS.pdf | ||
| Attachment 4 Wage Determinations.pdf | ||
| Attachment 1 Project Specifications List.pdf |
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Text version
ROAD NAME Robinette Road Robinette Spur
PAYMENT WILL BE MADE ON ACTUAL WORK PERFORMED AS
DESCRIBED IN FP-14 109.01 UNLESS OTHERWISE NOTED.
PROJECT LENGTH (MILES) 1.54 0.31
ITEM NO DESCRIPTION UNIT Quantity NOTES
15101 MOBILIZATION LUMP SUM COVERS ENTIRE PROJECT: HAZAROUS SPILL EQUIPMENT, EQUIPMENT
ALL WASHING, FIRE PREVENTION, AND SIGN INSTALLATION ARE INCLUDED
BY INDIRECT PAYMENT.
20103 CLEARING AND GRUBBING, DISPOSAL METHOD: MILE SEE SPECIFICATIONS FOR DISPOSAL.
SCATTER AND DECK 1.54
20401 ROADWAY EXCAVATION, COMPACTION METHOD 2 CUBIC YARD* FOR CURVE REALIGNMENT
20423 DRAINAGE EXCAVATION, TYPE ARMORED DIP CUBIC YARD* INCLUDED ALL EXCAVATION FOR RECONSTRUCTION OF EXISTING AND
96 CONSTRUCTION OF PROPOSED SITES.
21201 LINEAR GRADING, COMPACTION METHOD 2 MILE INCLUDES REMOVAL OF ORGANIC AND UNSUITABLE MATERIAL FOR
1.54 0.31 ENDHAULING TO DISPOSAL SITES IDENTIFIED ON THE GROUND WITHIN
THE PROJECT AREA.
30103 SUBBASE, GRADING A, COMPACTION METHOD 2 CUBIC YARD* SURFACING MATERIAL FOR SWITCHBACK. COMMERCIAL SOURCE. 100 CERTIFIED WEED FREE.
30210 PITRUN, MAX SIZE 6", COMPACTION METHOD 2 CUBIC YARD* SUBGRADE REENFORCEMENT MATERIAL. COMMERCIAL SOURCE.
550 CERTIFIED WEED FREE. ENGINEER WILL IDENTIFY LOCATIONS AFTER
UNSUITABLE MATERIALS ARE REMOVED.
62552 SEEDING AND MULCHING, DRY METHOD LUMP SUM COMMERCIAL SOURCE. CERTIFIED WEED FREE. INCLUDES MULCHING All OF ALL DISTURBED AREAS AND DISPOSAL AREAS FOR ENTIRE
PROJECT.
63501 TEMPORARY TRAFFIC CONTROL LUMP SUM CONFORM TO MUTCD STANDARDS.
All
3010301 LINEAR GRADING, COMPACTION METHOD 2 CUBIC YARD* 4300 1000 SURFACING MATERIAL FOR ROADWAY. COMMERCIAL SOURCE.
CERTIFIED WEED FREE.
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
SEE CONTRACT FOR DAILY AND SEASONAL RESTRICTIONS.
ALL UTILITY LOCATES, PERMITS, AND WATER RIGHTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
* DENOTES CONTRACT QUANTITIES
USDA .�:REStTSERV;�.
- - 'US
�-� �1 1� � �llfNTOFAG\\I�
United States Department of Agriculture Forest Service
R10
ALASKA REGION
STAMPS, LOGOS, AND SEALS
NO. REVISION/ ISSUE DATE
PROJECT NAME
CRIPPLE CREEK
VEGETATION
MANAGEMENT
ROADS
RECONSTRUCTION
CHUGACH NATIONAL
FOREST
SEWARD RANGER DISTRICT
DRAWING TITLE
SUMMARY OF
ESTIMATED QUANTITIES
DATE
ARCHIVE NO.
06/28/2026
DESIGNER DRAWING SHEET NO.
J. LATHAM
DRAWN
x.xxx
CHECKED
x.xxx
PROJECT NO. SHEET 2 OF 6
DISTANCE
BACKS LOPE
CLEARING LIMITS
... 14' HEIGHT
ROADBED
WIDTH
FILL SLOPE
6' HORIZONTAL
DISTANCE
United States Department of Agriculture
Forest Service
R10
ALASKA REGION
STAMPS, LOGOS, AND SEALS
NO. REVISION/ ISSUE DATE
PROJECT NAME
CRIPPLE CREEK
VEGETATION
MANAGEMENT
ROADS
RECONSTRUCTION
CHUGACH NATIONAL
FOREST
SEWARD RANGER DISTRICT
DRAWING TITLE
CLEARING DETAILS
DATE
ARCHIVE NO.
06/28/2026
DESIGNER DRAWING SHEET NO.
J. LATHAM
DRAWN
x.xxx
CHECKED
PROJECT NO. SHEET 4 OF 6
DITCH LINE OR
TOP OF WATER-BAR CUT ----..._
BLOCK EXISTING DITCH LINE
WITH EXCAVATED MATERIAL
NOTES:
WATER-BAR
PERSPECTIVE VIEW
Not to Scale
SECTION A - A
Not to Scale
1. CONSTRUCT WATER-BARS AS DIRECTED BY CONTRACTING OFFICER OR AS MARKED ON THE GROUND.
2. INLET OF WATER-BARS SHALL BE TO BOTTOM OF DITCH LINE OR A MINIMUM OF 6" BELOW THE EXISTING ROAD ELEVATION.
3. GRADE OF WATER-BARS SHALL BE OUT-SLOPED A MINIMUM OF 6% OR 2% MORE THAN THE EXISTING ROAD OUT-SLOPE, WHICHEVER
IS GREATER.
United States Department of Agriculture
Forest Service
R10
ALASKA REGION
STAMPS, LOGOS, AND SEALS
NO. REVISION/ ISSUE DATE
PROJECT NAME
CRIPPLE CREEK
VEGETATION
MANAGEMENT
ROADS
RECONSTRUCTION
CHUGACH NATIONAL
FOREST
SEWARD RANGER DISTRICT
DRAWING TITLE
WATERBAR DETAILS
DATE
ARCHIVE NO.
06/28/2026
DESIGNER DRAWING SHEET NO.
J. LATHAM
DRAWN
x.xxx
CHECKED
PROJECT NO. SHEET 5 OF 6
ROBINETTE ROAD
MILE POST REMARKS UNIT QTY
0.00 BOP
BEGIN CLEARING AND GRUBBING, DISPOSAL Ml 1.54
METHOD SCATTER OUTSIDE ROAD COORIDOR FOR
BRUSH, ALL TREES MUST BE TREATED IN
ACCORDANCE WITH UTILZATION STANDARDS IN
SPECS.
BEGIN LINEAR GRADING, COMPACTION METHOD B. Ml 1.54
REMOVE ALL ORGANIC MATERIAL AND ENDHAUL
TO DISPOSAL LOCATIONS.
BEGIN SUBBASE GRADING A PLACEMENT, 12" CY 4300
DEPTH, 12' SURFACE, COMPACTION METHOD B
0.20 BEGIN CURVE RECONSTRUCTION
ROADWAY EXCAVATION, COMPACTION METHOD B CY 300
BEGIN SUBBASE GRADING A PLACEMENT, 12" CY 100
DEPTH, 12' SURFACE, COMPACTION METHOD B
0.80 BEGIN PLACEMENT OF 6" MINUS PITRUN, CY 400
COMPACTION METHOD B FOR SUBGRADE
STABILIZATION AS IDENTIFIED ON THE GROUND BY
COR.
THROUGHOUT TWELVE ARMORED DIP CROSSINGS, LOCATION
AND SKEW TO BE IDENTIFIED ON THE GROUND.
EACH SITE WILL REQUIRE SALVAGING OF LARGE
AGGREGATE, EXCAVATION OF 12-18" DEPTH, AND
PLACEMENT AND COMPACTION OF SALVAGED
MA TE RIAL PLUS 10 CY OF 6" PITRUN.
DRAINAGE EXCAVATION, TYPE ARMORED DIP CY 96
6" PITRUN, COMPACTION METHOD B CY 150
1.54 EOP
END CLEARING AND GRUBBING
END LINEAR GRADING
END AGGREGATE PLACEMENT
ROBINETTE SPUR ROAD
MILE POST REMARKS UNIT QTY
0.00 BOP
BEGIN LINEAR GRADING, COMPACTION METHOD B. Ml 0.31
REMOVE ALL ORGANIC MATERIAL AND ENDHAUL
TO DISPOSAL LOCATIONS.
BEGIN SUBBASE GRADING A PLACEMENT, 12" CY 1000
DEPTH, 12' SURFACE, COMPACTION METHOD B
1.54 EOP
END LINEAR GRADING
PAY ITEMS
20103
21201
3010301
20401
30103
30210
20423 30210
PAY ITEMS
21201
3010301
USDA .�:REStTSERV;�.
- - 'US
�-� �1 1� � �llfNTOFAG\\I�
United States Department of Agriculture Forest Service
R10
ALASKA REGION
STAMPS, LOGOS, AND SEALS
NO. REVISION/ ISSUE DATE
PROJECT NAME
CRIPPLE CREEK
VEGETATION
MANAGEMENT
ROADS
RECONSTRUCTION
CHUGACH NATIONAL
FOREST
SEWARD RANGER DISTRICT
DRAWING TITLE
WORKLIST
DATE
ARCHIVE NO.
06/28/2028
DESIGNER DRAWING SHEET NO.
J. LATHAM
DRAWN
x.xxx
CHECKED
PROJECT NO. SHEET 6 OF 6
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