Attachment 2. Map - Drawings.pdf
PDF 3 MB Posted
- Attached to
- East Fork Campground Emergency Road Reconstruction Federal contract opportunity
- Solicitation number
- 127EAW24R0068
- Issued by
- Department of Agriculture Forest Service
About this file
This document appears to be a set of drawings and a map related to a federal contract opportunity for the East Fork Campground Emergency Road Reconstruction project in the Six Rivers National Forest, California.
The key details are:
- The project involves deep patch road repair and aggregate construction on the East Fork Campground roads.
- The solicitation number is 127EAW24R0068 and the total small business set-aside contract value is between $25,000 and $100,000.
- All requests for information must be submitted via email to the Contract Specialist by August 14, 2024. A pre-proposal site visit will not be held.
- The drawings provide construction details for the road repair, including excavation limits, shoulder widths, fill slopes, and backfill material requirements.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment A00001 - 127EAW24R0068 - East Fork Campground Emergency Road Reconstruction.pdf | ||
| Solicitation - 127EAW24R0068 - East Fork Campground Emergency Road Reconstruction.pdf | ||
| Attachment 4. Supplemental Specifications.pdf | ||
| Attachment 5. Wet Weather Operations.pdf | ||
| Attachment 1. Statement Of Work.pdf | ||
| Attachment 6. Davis-Bacon Act WD CA20240007 Dated 07.26.2024.pdf | ||
| Attachment 7. RFI Form.docx | DOCX document | |
| Attachment 3. Fire Plan.pdf |
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Text version
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SECTION VIEW
ROAD SURFACE WIDTH VARIES
SEE SITE SPECIFIC DRAWINGS
SHOULDER
VARIES
SHOULDER
VARIES
PERSPECTIVE VIEW
DRAWINGS NOT TO SCALE
LENGTH VARIES
TOLERANCE: 1" +/- PER FOOT OF FILL
CLEARING LIMITS:
MEASURED FROM
EXCAVATION LIMITS
WIDTH VARIES
SEE SITE SPECIFIC DRAWINGS
1' M
IN
1V:2H
NOTES:
1. BREAK OFF ASPHALT OVERHANG.
2. DO NOT DISTURB ANY IN-PLACE CULVERT UNLESS NOTED
3. USE COMPACTION METHOD B.
4. CONSERVE 50% COMPETENT EXCAVATION MATERIAL TO BE MIXED WITH SELECT
GRANULAR MATERIAL AND PLACED IN 6" LAYERS. COMPETENT MATERIAL
CONSISTS OF NONCOHESIVE GRANULAR MATERIAL WITH NO ORGANICS.
5. CONSTRUCTED FILL SLOPE RATIOS SHALL BE NO STEEPER THAN 1V:2H AND
UNIFORMLY TRANSITION INTO ADJACENT FILL SLOPES, UNLESS OTHERWISE
APPROVED IN WRITING BY THE CONTRACTING OFFICER
EXCAVATION LIMITS:
MEASURED FROM TOP OF
EXISTING AGGREGATE,
LOCATION SHOWN ON SITE
DRAWINGS
EXISTING SLOPE
SELECT FILL (SUBBASE A or B)
Existing roadway asphalt
1V:2H
1V :1
H
SLOPE AND COMPACT
BOTTOM OF EXCAVATION
EXCAVATE EXISTING MATERIAL,
REPLACE SUITABLE
EXCAVATED MATERIAL AS
BACKFILL OVER SELECT
GRANULAR BACKFILL.
1V:1H SLOPE OR RAMP WHEN SPECIFIED
DEEP PATCH MATERIAL QUANTITIES SHOWN ON THE SCHEDULE OF
ITEMS INCLUDE AN ALLOWANCE FOR TWO ACCESS RAMPS WITH A 20%
GRADE. THE RAMPS ARE ACCESS FOR EQUIPMENT AND TO ALLOW
TRAFFIC THROUGH THE SITE. THE RAMPS ARE AN EXTENSION OF THE
DEEP PATCH. GEOGRID AND BACKFILL SHALL BE PLACED WITH AND
MATCH THAT OF THE REPAIR AREA.
DRAWINGS NOT TO SCALE
Aggregate base of pit 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
5/9 /24
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PACIFIC NORTHWEST REGION
East Fork Campground
Emergency Road Reconstruction
Six Rivers National Forest
Lower Trinity Ranger District
Deep Patch Road Repair Construction Typical
05/08/2024
K.Brady
X.XXX
V.Dumlao
X-01
XX XX
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ROAD STRUCTURE DETAILS
DEFINITIONS BY SURFACING TYPE
| 38_WillowCreek_Quad_Map |
| DEEP PATCH ROAD REPAIR AGGREGATE |
| Sheets and Views |
| DEEP PATCH ROAD REPAIR AGGREGATE-PLOT |
| OLE1 |
typicals 801-1 ROAD MAINT TERMS
File details come from the government source that posted it. Updated .