A04.DRAFT.504RESURFACING_PACKAGE_20200421.pdf
PDF 2 MB Posted
- Solicitation number
- 1282CS20R0008
About this file
This sources sought notice is seeking information from potential sources for the San Juan National Forest, Forest Service Lone Dome Road (NFSR 504) resurfacing project. Interested parties are requested to provide their company name, address, point of contact, and small business classification. The project involves resurfacing approximately 3.5 miles of the Lone Dome Road by preparing the roadbed, placing and compacting 1-inch minus aggregate in two layers to a depth of 8 inches, and maintaining traffic control. Responses are requested to include capabilities, past performance, experience, and financial information. The response deadline is May 19, 2020 at 0800 Mountain Time, with the solicitation to be announced at a later date.
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Text version
PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET
G-02
SCOPE AND GENERAL NOTES - MILE
POST 12-15.5
G-03
SCOPE AND GENERAL NOTES -
MILEPOST 25-32
G-04 SITE PLAN
G-05 TYPICAL SECTION - MILE POST 12-15.5
G-06 TYPICAL SECTION - MILE POST 25-32
FROM THE DOLORES PUBLIC LAND OFFICE, TRAVEL NORTHWEST ON
STATE HIGHWAY 184 N FOR 0.4 MILES. TURN LEFT ONTO 145/184
WEST FOR 0.9 MILES. TURN RIGHT ONTO HIGHWAY 184 FOR 8.1
MILES. TURN RIGHT ONTO HIGHWAY 491 FOR 12.8 MILES. TURN
RIGHT ONTO COUNTY ROAD FF FOR 1.1 MILES. TURN LEFT ON
COUNTY ROAD 15 FOR 1.0 MILES. TURN RIGHT ON COUNTY ROAD S
FOR 1.0 MILES TO REACH THE BEGINNING OF THE PROJECT
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING
DATE
FOREST SUPERVISOR DATE
DATE
3/1 0/2
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DW
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RO FACILITIES PROGRAM MANAGER
504 RESURFACING
COLORADO
DOLORES COUNTY
SAN JUAN NATIONAL FOREST
(R02) ROCKY MOUNTAIN
THE INTENT OF THIS PROJECT IS TO PROVIDE A NEW AGGREGATE SURFACE
ON 3.5 MILES OF THE LONE DOME ROAD (NFSR 504). WORK INCLUDES
PREPARING THE ROADBED BY BLADING AND SHAPING THE SURFACE WITH A
CROWN OF NO LESS THAN 4%, PULLING DITCHES AND LEAD-OUT DRAINAGES,
PULLING AGGREGATE FROM THE SHOULDERS BACK INTO THE TRAVELED
WAY, CUTTING THE WASHBOARD OUT OF THE ROADWAY, FILLING POTHOLES
AND COVERING LARGE ROCKS, AND CLEANING INLET AND OUTLETS OF
ASSOCIATED CULVERT PIPES. ONCE THE ROADBED IS PREPARED AND
APPROVED BY THE COR, GOVERNMENT SUPPLIED AGGREGATE CONSISTING
OF 1”-MINUS ROADBASE MATERIAL SHALL BE HAULED, PLACED AND
COMPACTED USING PLACEMENT METHOD 204.11(A)(1) IN TWO COMPACTED
LAYERS TO AN 8” COMPACTED DEPTH AT AN AVERAGE OF 22' WIDTH. CURVE
WIDENING AND TURNOUTS WILL ALSO BE RESURFACED AS IDENTIFIED IN THE
DRAWINGS.
THE LONE DOME ROAD WILL REMAIN OPEN TO PUBLIC TRAFFIC DURING THIS
CONTRACT. FLAGGERS WILL BE REQUIRED TO MANAGE TRAFFIC CONTROL
AT ALL TIMES.
SCOPE OF WORK
GENERAL NOTES
151 MOBILIZATION -
MOBILIZATION COVERS MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES,
AND INCIDENTALS TO AND FROM THE PROJECT AREA. REQUIREMENTS AND
PROVISIONS SHALL FOLLOW SECTION 151 IN THE FP-14 SPECIFICATIONS.
PAYMENT WILL BE MADE AT THE ACCEPTED RATES SHOWN ON THE BID
SCHEDULE FOR EACH CORRESPONDING PIECE OF EQUIPMENT, AS
APPLICABLE. MOBILIZATION WILL BE PAID FOR UNDER PAY ITEM 151.
301 UNTREATED AGGREGATE -
AGGREGATE WILL BE A GOVERNMENT SUPPLIED ITEM AND WILL BE LOADED
AND HAULED FROM THE ORMISTON PIT. THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE CONTROL OF MATERIAL VOLUMES. DO NOT PLACE A
LAYER IN EXCESS OF 4 INCHES IN COMPACTED THICKNESS. USE
COMPACTION METHOD 204.11(A)(1). FINAL SURFACE TOLERANCE WILL BE +0R-
1". WATER IS REQUIRED FOR COMPACTION AND MAYBE REQUIRED FOR DUST
ABATEMENT AS DEEMED NECESSARY BY THE COR. UNTREATED AGGREGATE
WILL BE PAID UNDER PAY ITEM 301.
303 ROAD RECONDITIONING -
TO INCLUDE DITCH RECONDITIONING SHOULDER RECONDITIONING, AND
ROADBED RECONDITIONING AS DESCRIBED IN SECTION 303. NOTE THERE
ARE STACKED ROCK CULVERT INLETS THAT HOLD HISTORICAL VALUE THAT
WILL REQUIRE CLEAN OUT UNDER DITCH RECONDITIONING. RECONDITIONED
ROADBED MUST BE APPROVED BY THE COR PRIOR TO AGGREGATE
PLACEMENT. ROAD RECONDITIONING WILL BE PAID UNDER PAY ITEM 303.
635 TEMPORARY TRAFFIC CONTROL -
TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED BEFORE THE
ISSUANCE OF THE START WORK ORDER THE TRAFFIC CONTROL PLAN SHALL
BE IN ACCORDANCE WITH STANDARDS SET FORTH IN THE MOST CURRENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
FLAGGERS WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION
OPERATIONS. ALL WORK SHALL BE CONDUCTED BY PERSONNEL FULLY
QUALIFIED TO PERFORM SUCH TASKS ASSIGNED AND SHALL BE SUPERVISED
BY AN ONSITE DESIGNATED CONTRACTOR'S REPRESENTATIVE. REMOVE
SIGNS WHEN WORK IS NOT OCCURRING. TRAFFIC CONTROL WILL BE
INCIDENTAL TO PAY ITEM 301.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
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ROCKY MOUNTAIN
504 RESURFACING
SAN JUAN NATIONAL
FOREST
DOLORES RANGER DISTRICT
SCOPE OF WORK
AND GENERAL NOTES
MILE POST 12-15.5
02/13/2020
FS090523_R102013_L1-002.dwg
C.JONES
C.JONES
X.XXX
G-02
006002
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THE INTENT OF THIS PROJECT IS TO PROVIDE A NEW AGGREGATE SURFACE
ON 7 MILES OF THE LONE DOME ROAD (NFSR 504). WORK INCLUDES
ROADSIDE BRUSHING, PREPARING THE ROADBED BY BLADING AND SHAPING
THE SURFACE WITH A CROWN OF NO LESS THAN 6%, PULLING DITCHES AND
LEAD-OUT DRAINAGE, PULLING AGGREGATE FROM THE SHOULDERS BACK
INTO THE TRAVELED WAY, CUTTING THE WASHBOARD OUT OF THE
ROADWAY, FILLING POTHOLES AND COVERING LARGE ROCKS, AND CLEANING
INLET AND OUTLETS OF ASSOCIATED CULVERT PIPES. ONCE THE ROADBED
IS PREPARED AND APPROVED BY THE COR, GOVERNMENT SUPPLIED
AGGREGATE CONSISTING OF 1”-MINUS ROADBASE MATERIAL SHALL BE
HAULED, PLACED AND COMPACTED USING PLACEMENT METHOD 204.11(A)
(1) IN ONE COMPACTED LAYER TO A 6” COMPACTED DEPTH AT AN AVERAGE
OF 18' WIDTH.
THE LONE DOME ROAD WILL REMAIN OPEN TO PUBLIC TRAFFIC DURING THIS
CONTRACT. FLAGGERS WILL BE REQUIRED TO MANAGE TRAFFIC CONTROL
AT ALL TIMES.
SCOPE OF WORK
GENERAL NOTES
151 MOBILIZATION -
MOBILIZATION COVERS MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES,
AND INCIDENTALS TO AND FROM THE PROJECT AREA. REQUIREMENTS AND
PROVISIONS SHALL FOLLOW SECTION 151 IN THE FP-14 SPECIFICATIONS.
PAYMENT WILL BE MADE AT THE ACCEPTED RATES SHOWN ON THE BID
SCHEDULE FOR EACH CORRESPONDING PIECE OF EQUIPMENT, AS
APPLICABLE. MOBILIZATION WILL BE PAID FOR UNDER PAY ITEM 151.
201 CLEARING AND GRUBBING (ROADSIDE BRUSHING) -
TO INCLUDE ROADSIDE VEGETATION REMOVAL AS DESCRIBED IN FSSS
SECTION 201. EXACT LOCATIONS WILL BE IDENTIFIED AND FLAGGED BY THE
COR PRIOR TO COMMENCEMENT OF WORK. TRAFFIC CONTROL MUST BE IN
PLACE DURING MASTICATION OPERATIONS. ROADSIDE BRUSHING WILL BE
PAID UNDER PAY ITEM 201.
301 UNTREATED AGGREGATE -
AGGREGATE WILL BE A GOVERNMENT SUPPLIED ITEM AND WILL BE LOADED
AND HAULED FROM THE ORMISTON PIT. THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE CONTROL OF MATERIAL VOLUMES. FINAL SURFACE
TOLERANCE WILL BE +0R- 1". WATER IS REQUIRED FOR COMPACTION AND
MAYBE REQUIRED FOR DUST ABATEMENT AS DEEMED NECESSARY BY THE
COR. UNTREATED AGGREGATE WILL BE PAID UNDER PAY ITEM 301.
303 ROAD RECONDITIONING -
TO INCLUDE DITCH RECONDITIONING SHOULDER RECONDITIONING, AND
ROADBED RECONDITIONING AS DESCRIBED IN SECTION 303. RECONDITIONED
ROADBED MUST BE APPROVED BY THE COR PRIOR TO AGGREGATE
PLACEMENT. ROAD RECONDITIONING WILL BE PAID UNDER PAY ITEM 303.
635 TEMPORARY TRAFFIC CONTROL -
TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED BEFORE THE
ISSUANCE OF THE START WORK ORDER THE TRAFFIC CONTROL PLAN SHALL
BE IN ACCORDANCE WITH STANDARDS SET FORTH IN THE MOST CURRENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
FLAGGERS WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION
OPERATIONS. ALL WORK SHALL BE CONDUCTED BY PERSONNEL FULLY
QUALIFIED TO PERFORM SUCH TASKS ASSIGNED AND SHALL BE SUPERVISED
BY AN ONSITE DESIGNATED CONTRACTOR'S REPRESENTATIVE. REMOVE
SIGNS WHEN WORK IS NOT OCCURRING. TRAFFIC CONTROL WILL BE
INCIDENTAL TO PAY ITEM 301.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
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ROCKY MOUNTAIN
504 RESURFACING
SAN JUAN NATIONAL
FOREST
DOLORES RANGER DISTRICT
SCOPE OF WORK
AND GENERAL NOTES
MILE POST 25 - 32
02/13/2020
FS090523_R102013_L1-002.dwg
C.JONES
C.JONES
C.JONES
G-03
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
0 1 5:
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(R02)
ROCKY MOUNTAIN
504 RESURFACING
SAN JUAN NATIONAL
FOREST
DOLORES RANGER DISTRICT
SITE PLAN
02/12/2020
FS090523_R102013_L1-002.dwg
C.JONES
CJONES
X.XXX
G-04
006004
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TYPICAL SECTION W/ DITCH
NOT TO SCALE
DO NOT SIDECAST MATERIAL
GREATER THAN 6"
APPROVED
RECONDITIONED
ROADBED
NEW
COMPACTED
SURFACE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
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H1 2_
.5.
DW
G;
(R02)
ROCKY MOUNTAIN
504 RESURFACING
SAN JUAN NATIONAL
FOREST
DOLORES RANGER DISTRICT
TYPICAL SECTION
MILE POST 12-15.5
02/12/2020
FS090523_R102013_L1-002.dwg
C.JONES
C.JONES
X.XXX
G-05
006005
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TYPICAL SECTION W/ DITCH
NOT TO SCALE
APPROVED
RECONDITIONED
ROADBED
NEW
COMPACTED
SURFACE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
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ROCKY MOUNTAIN
504 RESURFACING
SAN JUAN NATIONAL
FOREST
DOLORES RANGER DISTRICT
TYPICAL SECTION -
MILE POST 25-32
02/12/2020
FS090523_R102013_L1-002.dwg
C.JONES
C.JONES
X.XXX
G-06
006006
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| Sheets and Views |
| 17x11 EXPANDED |
| 504RESURFACING_ScopeGN12_15.5-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| 504RESURFACING_ScopeGN25_32-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| 504RESURFACING_SITEPLAN.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| 504RESURFACING_TYPICAL_SECTION_WITH_DITCH12_15.5-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| 504RESURFACING_TYPICAL_SECTION_WITH_DITCH25_32-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| 504RESURFACING_TYPICAL_SECTION_WITH_DITCH12_15.5-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
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