4. Project Drawings.pdf
PDF 3 MB Posted
- Attached to
- 127EAW24R0056 - 39N30 Roadway Reconditioning
- Solicitation number
- 127EAW24R0056
- Issued by
-
Department of Agriculture Forest Service
About this file
This document contains project drawings and related information for a 39N30 Roadway Reconditioning project on the Klamath National Forest in California. The project includes roadway and ditch reconditioning work on approximately 1.5 miles of the 39N30 road (also known as the Godfrey Ranch Road). Key details include:
The project is a small business set-aside solicitation issued by the US Forest Service with an estimated value between $100,000 and $250,000. Offers must be submitted by 1300 hours PST on July 12, 2024. No pre-proposal site visit will be held, but the project location can be viewed by prospective offerors. The drawings provide details on roadway cross-sections, rolling dips, staging areas, and other project requirements. Contractors must use pre-approved aggregate sources and meet various environmental and logistical specifications outlined in the general notes.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 3. FS Suplimental Specifications.pdf | ||
| 1. Statement of Work.pdf | ||
| 2. Schedule.docx | DOCX document | |
| 5. Fire Plan.pdf | ||
| 7. RFI Form.docx | DOCX document | |
| 6. Davis-Bacon Act WD # CA20240007.pdf | ||
| 127EAW24R0056 - 39N30 Roadway Reconditioning.pdf |
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Text version
LEGEND
STATE HIGHWAY
U.S. HIGHWAY
INTERSTATE HIGHWAY
PRIMARY FOREST ROUTE93
COUNTY ROAD
PROJECT LOCATION
KLAMATH NATIONAL FOREST
OREGON
1C
YREKA
FORT JONES
ETNA
KLAMATH RIVER
HAPPY CAMP
ORLEANS
DORRIS
MACDOEL
WEED1C
1C
2B
7C
7F
TO REDDING
TO MEDFORD
TO CAVE JUNCTION
TO WEAVERVILLETO EUREKA
TO KLAMATH FALLS
PROJECT
LOCATION
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
39N30 ROADWAY RECONDITIONING
FROM THE SALMON SCOTT DISTRICT OFFICE LOCATED IN FORT JONES HEAD SOUTH ON CA-3 SOUTH FOR 11 MILES, THEN CONTINUE STRAIGHT ONTO COLLIER WAY. CONTINUE STRAIGHT FOR 0.5 MILES AND THEN TURN RIGHT ONTO MAIN STREET/SAWYERS BAR ROAD(1C01). CONTINUE STRAIGHT FOR
39.4 MILES. ONCE IN FORKS OF SALMON TURN LEFT ONTO THE CECILVILLE - CALLAHAN ROAD AND
CONTINUE STRAIGHT FOR 5 MILES TO ARRIVE AT THE 39N30 ROAD(GODFREY RANCH ROAD).
LAT: 41.2326 LONG: -123.2507
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
5/1 6/2
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CALIFORNIA
SISKIYOU COUNTY
(R05) PACIFIC SOUTHWEST REGION
KLAMATH NATIONAL FOREST
SALMON/SCOTT RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 TITLE SHEET 3/30/2024
G-02 PROJECT VICINITY 3/30/2024
G-03 GENERAL NOTES 3/30/2024
C-01 ROADWAY DETAIL 3/30/2024
C-02 ROLLING DIP DETAIL 3/30/2024
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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
5/1 6/2
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REGION 5
PACIFIC SOUTHWEST
39N30 ROADWAY
RECONDITIONING
KLAMATH NATIONAL
FOREST
SALMON/SCOTT RANGER DISTRICT
PROJECT VICINITY
03/30/2024
S.MARANO
S.MARANO
C.BIELECKI
G-02 002 005
MP 0.00: BOP
BEGIN ROADWAY
RECONDITIONING
BEGIN AGGREGATE
SURFACE COURSE
(41.2326,-123.2507)
MP 1.50: EOP
END ROADWAY
RECONDITIONING
(41.2464,-123.2421)
MP 1.34: ROLLING DIP
(41.2377,-123.2400)
MP 0.75
END AGGREGATE
SURFACE COURSE
(41.2324,-123.2441)
MP 1.20: ROLLING DIP
(41.2362,-123.2419)
MP 0.81: ROLLING DIP
(41.2325,-123.2433)
MP 0.53: ROLLING DIP
(41.2301,-123.2465)
MP 0.34: ROLLING DIP
(41.2304,-123.2496)
MP 0.27: STAGING LOCATION
(41.2298,-123.2504)
MP 0.17: ROLLING DIP
(41.2433,-123.2389)
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E
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
5/1 6/2
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REGION 5
PACIFIC SOUTHWEST
39N30 ROADWAY
RECONDITIONING
KLAMATH NATIONAL
FOREST
SALMON/SCOTT RANGER DISTRICT
GENERAL NOTES
03/30/2024
S.MARANO
S.MARANO
C.BIELECKI
G-03 003 005
GENERAL NOTES:
1. NO WORK THAT GENERATES NOISE ABOVE AMBIENT LEVELS(I.E USE OF HEAVY
EQUIPMENT) SHALL BE COMPLETED PRIOR TO JULY 9TH AND AFTER FEBRUARY 1ST
2. ALL AGGREGATE SURFACING & REINFORCING SHALL BE FROM A COMMERCIAL
SOURCE . BEFORE PLACEMENT OF ANY MATERIAL CONTRACTOR SHALL SUBMIT LAB
TEST RESULTS TO COR FOR APPROVAL.
3. STAGING AREAS FOR EQUIPMENT STORAGE OR MATERIAL STOCKPILES WILL BE
ALLOWED ONLY IN AREAS SHOWN ON THE PLANS AND WITH APPROVAL FROM THE
COR
4. ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL,
DEBRIS, OR ORGANIC MATERIAL.
5. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O.R. OF ANY DISCREPANCIES
ENCOUNTERED IN THE FIELD OR ERRORS IDENTIFIED IN THE CONTRACT.
6. CONTRACTOR SHALL BE REQUIRED TO PROVIDE TWO WEEKS NOTIFICATION BEFORE
START OF WORK.
7. ALL NECESSARY STAKING SHALL BE COMPLETED BY FOREST SERVICE PRIOR TO THE
START OF WORK.
STAKING ABBREVIATIONS:
AG - AGGREGATE BASE COURSE
BOP - BEGINNING OF PROJECT
CC - CLEAN CULVERT
DP - DIP
DR - DITCH RECONDITIONING
EOP - END OF PROJECT
IS - INSLOPE
MP - MILE POST
OS -OUTSLOPE
RR - ROADBED RECONDITIONING
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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
5/1 6/2
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REGION 5
PACIFIC SOUTHWEST
39N30 ROADWAY
RECONDITIONING
KLAMATH NATIONAL
FOREST
SALMON/SCOTT RANGER DISTRICT
ROADWAY DETAIL
03/30/2024
S.MARANO
S.MARANO
C.BIELECKI
C-01 004 005
NOT TO SCALE
OUTSLOPED ROAD CROSS SECTION1
NOT TO SCALE
INSLOPED ROAD CROSS SECTION2
ROADBED
AGGREGATE SURFACE
COURSE(SEE NOTE 5)2% - 4%
RECONDITIONED SUBBASE(SEE NOTE 4)
NOTES:
1. ROADWAY RECONDITIONING SHALL INCLUDE DITCH RECONDITIONING AND ROADBED
RECONDITIONING. ASSUME 14 FOOT ROADBED WIDTH FOR ALL QUANTITY CALCULATIONS.
2. DITCH RECONDITIONING SHALL CONFORM WITH FP-14 SPEC 303.03 AND ROADBED
RECONDITIONING SHALL CONFORM WITH FP-14 SPEC 303.05.
3. SUITABLE NATIVE MATERIAL GENERATED DURING DITCH RECONDITIONING SHALL BE SPREAD
ACROSS ROADBED AND COMPACTED. BEFORE SPREADING AND COMPACTION, ALL ORGANIC
MATERIAL AND ROCKS GRATER THAN 6.0 INCHES SHALL BE REMOVED.
4. WHERE NATIVE MATERIAL EXISTS IN ROADBED, ORGANIC MATERIAL AND ROCKS GREATER THAN
6.0 INCHES SHALL BE REMOVED FROM THE TOP 6.0 INCHES OF ROADBED. SURFACE SHALL THEN
BE SCARIFIED TO A DEPTH OF 6.0 INCHES, SHAPED, AND THEN COMPACTED FOLLOWING
PLACEMENT METHOD 2 IN THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS(FSSS).
5. AGGREGATE SURFACE COURSE SHALL MEET THE SPECIFICATIONS FOR GRADATION F WITHIN
THE FSSS AND SHALL BE COMPACTED FOLLOWING COMPACTION METHOD D IN THE FSSS.
6. CROSS SLOPES FOR BOTH INSLOPED AND OUTSLOPED ROAD SECTIONS SHALL BE A MINIMUM OF
2% AND A MAXIMUM OF 4%.
7. ALL NECESSARY STAKING OF REQUIRED ROAD TEMPLATE SHALL BE COMPLETED BY THE
FOREST SERVICE PRIOR TO THE START OF WORK.
NOT TO SCALE
ROADBED DETAIL3
2% - 4% AGGREGATE SURFACE
COURSE(SEE NOTE 5)
RECONDITIONED SUBBASE(SEE NOTE 4)
DRAINAGE DITCH
ROADBED
FILL SLOPE
CUT SLOPE
FILL SLOPE
CUT SLOPE
6.0 IN
AGGREGATE SURFACE COURSE (SEE
NOTE 5)
RECONDITIONED SUBBASE(SEE NOTE 4)
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DOWNGRADE
1.
0'
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R
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
5/1 6/2
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REGION 5
PACIFIC SOUTHWEST
39N30 ROADWAY
RECONDITIONING
KLAMATH NATIONAL
FOREST
SALMON/SCOTT RANGER DISTRICT
ROLLING DIP DETAIL
03/30/2024
S.MARANO
S.MARANO
C.BIELECKI
C-02 005 005
EXISTING ROAD GRADE
NOTES:
1. CROSS SLOPE OF DRAINLINE SHALL BE 2% MIN AND 4% MAX.
2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.
3. RIP RAP SHALL BE PLACED ON FILL SLOPE FOR THE FULL WIDTH OF THE
HYDRAULIC BOTTOM. RIP RAP SHALL BE SHAPED TO ASSURE WATER
GOES ONTO RIPRAP, NOT AROUND. RIPRAP TOP ELEVATION SHALL BE
AT THE TOP OF FINISHED OUTLET GRADE, NOT THE SUBGRADE
ELEVATION. A QUANTITY OF 3.0 CUBIC YARDS SHALL BE PLACED AT
EACH DIP.
4. RIP RAP SHALL BE CLASS 2 RIP RAP(FP-14 SPEC 705) AND SHALL BE
CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE ROLLING DIP.
AGGREGATE SURFACE COURSE SHALL BE CONSIDERED INCIDENTAL TO
TO THE CONSTRUCTION OF THE DIP.
5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.
AGGREGATE SURFACE COURSE
RIP RAP(SEE NOTES 3 & 4)
NOT TO SCALE
ROLLING DIP DETAIL1
NOT TO SCALE
ROLLING DIP TYPICAL 2
DIMENSIONS
LENGTH TAPER ROUNDING
GRADE
0-5
6-9
10-12
60 60
60 60
60 60
A(ft) B(ft) R(ft)
CHORD LENGTH
FOR ROUNDING
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| Sheets and Views |
| BearCountryPhase1_5.13_updateds-G01) TITLE SHEET |
| BearCountryPhase1_5.13_updateds-G02) PROJECT VICINITY |
| BearCountryPhase1_5.13_updateds-G03) GENERAL NOTES |
| BearCountryPhase1_5.13_updateds-C01) ROADWAY DETAIL |
| BearCountryPhase1_5.13_updateds-C02) ROLLING DIP DETAIL |
| 2024-05-24T12:32:46-0700 | |
| CHRISTOPHER BIELECKI |
| 2024-05-28T15:56:11-0700 | |
| DANIKA CARLSON |
| 2024-05-30T09:07:32-0700 | |
| Natalie Kelly |
File details come from the government source that posted it. Updated .