Attachment_J2_Crooked River Phase 4 Drawings_Sheets6.0Thru7.3.pdf
PDF 10 MB Posted
- Solicitation number
- 12363N21R4001
- Issued by
-
Department of Agriculture Forest Service
About this file
This federal contract solicitation from the Department of Agriculture Forest Service seeks restoration services for Crooked River Valley Phase 4 in Nez Perce-Clearwater National Forests. The objective is to address impacts of historical dredge mining by moving Crooked River from the bypass channel into the new channel constructed in previous phases, constructing additional floodplain, and installing instream habitat features and riparian plantings. Offerors must remove a temporary bridge, grade approximately 4 acres of tailings piles and 12 acres of levee/haul road to complete floodplain construction and fill the temporary bypass channel, hauling material as needed from work areas and a south staging area.
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|---|---|---|
| Amendment1_Attachment_J9_SiteVisitNotes.docx | DOCX document | |
| Amendment1_Attachment_J10_QA.docx | DOCX document | |
| Amendment1_SF30.doc | DOC document | |
| Attachment_J2_Crooked River Phase 4 Drawings_Sheets1Thru4.pdf | ||
| Attachment_J2_Crooked River Phase 4 Drawings_Sheets4.1Thru5.3.pdf | ||
| Attachment_J3_TempBridgeDrawings.pdf | ||
| Attachment_J4_DrawingAddendum.pdf | ||
| Attachment_J6_TechSpecs.docx | DOCX document | |
| Attachment_J1_WageDecision.pdf | ||
| Attachment_J8_PastPerformanceQuestionaire.doc | DOC document | |
| Attachment_J5_PlantingDesign.pdf | ||
| Attachment_J7_SWPPP_Template.docx | DOCX document | |
| Final_RFP.pdf |
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Text version
MATERIAL SCHEDULE (PER LINEAL FOOT)
ITEM QUANTITY DIA. (IN) LENGTH (FT)
G) CY OF SUBGRADE EXCAVATION 1.4-2.7
1(2)
(3)
(4)
(5)
CY OF STREAMBANK FILL 0.5 -1.2
SMALL LOGS 0.3 6 - 12 8- 12
*MEDIUM LOGS 0.2 12 -15 20-25
BRUSH 0.3 3-6 8- 12
*NOTE: LARGER LOGS MAY BE SUBSTITUTED IN AREAS WHERE
STRUCTURE DEPTHS ARE GREATER THAN 3 FEET.
TOP OF BANK
REFERENCE POINT
-- --4.5'-----1-+----- - - - - - --15.0'- - - - - - - - --
/ --r-
2_5• MINIMUM SUBGRADE
r2.5'----i----+-------12.5'---------- , 5a
L L"
MAXIMUM SUBGRADE
ou· �
0.5' L-4_0·-----------10.5'-- -------t-
TOE CONSTRUCTION DETAIL
CROSS SECTION o· 2' 4'
8.0'
MAXIMUM PROJECTION
FROM TOP OF BANK
TOP OF BANK
-:- WATER SURFACE
BASEFLOW WATER SURFACE
CHANNEL
2'
8.0'
MAXIMUM PROJECTION
FROM TOP OF BANK
1.0'
MAXIMUM PROJECTION
FROM TOP OF BANK
PE2
SECTION VIEW O' 2'
TOP OF BANK
REFERENCE POINT
LARGE WOOD STRUCTURE TYPE 2
PLAN VIEW O' 2'
4'
4'
1-uw
A.
z
<( w
I- a&::
::i ::::, ii I- <( "11:1' u iii w ::::, � U) a&::
>- <( 1-w ::c "' ::I A. C <( 0 > 0 9i 3
Cw u w
C) a&::
0-
0 -
PROJECT NUMBER
RDG-15-009
SHEET NUMBER
7.1
| 2019-12-9 Crooked River Phase 4 Drawings_FINAL_Part1 |
| 2019-12-9 Crooked River Phase 4 Drawings_FINAL_Part2 |
| 2019-12-9 Crooked River Phase 4 Drawings_FINAL_Part3 |
| 2019-12-9 Crooked River Phase 4 Drawings_FINAL_Part4 |
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