ATTACHMENT 3 - Drawings FSR 757 and 795.pdf
PDF 1 MB Posted
- Solicitation number
- 12467020R0059
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Other files
| File | Type | Posted |
|---|---|---|
| ATTACHMENT 2 - Statement of Work FSR 757 and 795.docx | DOCX document | |
| 12467020R0059 Solicitation Body.doc | DOC document | |
| 12467020R0059 SF1442 - FSR 757 and 795.pdf | ||
| ATTACHMENT 4 - FSSS Spot Pave 757 and 795.pdf | ||
| ATTACHMENT 6 - Relevant Experience Questionaire.doc | DOC document | |
| ATTACHMENT 5 - DOL Wage Determination Oconee Co.pdf | ||
| ATTACHMENT 1 - Schedule of Items FSRs 757 and 795.xlsx | XLSX spreadsheet |
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General Notes
1. 20401: Site preparation shall include all work necessary to prepare the subgrade for placement of the macadam base.
this includes but is not limited to excavation, end haul of waste, shaping the subgrade, watering, & compaction. All other incidental items for project completion shall also be factored into this line item i.e. traffic control, erosion control, etc...
2. 30102: This line item shall include all work, labor, and equipment necessary to furnish and place the macadam base course in accordance with plans & specifications to include watering & compaction.
3. 40305: This line item shall include all work, labor, and equipment necessary to place the SCDOT surface course mix. Type "B" has been specified as a minimum standard.
The contractor may use Type "A" if that is what the local plant is currently producing to eliminate a set-up charge for the small volume of paving on this project.
4. 41102: Prime coat has been included as a pay item on this project and is a requirement.
5. 62502: Utilize a seed mix for the attached local specification based on the appropriate season.
6. 63401: Temporary edge striping is not a project requirement.
The contractor shall apply the permanent edge striping 30 days after asphalt placement.
7. Paving Specs & Testing: SCDOT specifications shall be utilized for the SCDOT specified pavement mix. Due to the small volume and areas being paved, the contractor shall be alleviated of requirements for roller patterns and most materials testing. The contractor shall compact the pavement until there is no visual displacement. The contractor shall adhere to temperature requirements in the specifications.
8. FSR 757 Closures: Closures on the first section of road to the private residences shall be no longer than a consecutive
4 hours, with a 2 hour open window between closures.
Closures of this section of road shall be scheduled and coordinated 1 calendar week in advance. The road beyond the residences may be closed for project duration The government must be notified 30 calendar days prior.
9. FSR 795: This road may be closed for project duration. The government must be notified 30 days prior.
AP Hurricane Recovery Project #1 Spot Paving FSR 757 & 795
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture
Forest Service
J M
O R
A N
C
U
S E
R S
J M
O R
A N
B
O X
E
N G
I N
E E
R I N
G
F E
D E
R A
L L
A N
D S
H I G
H W
A Y
P R
O G
R A
M S
F
Y
H
U R
R I C
A N
E
I R
M A
R
E C
O V
E R
Y
P
R O
J E
T
S
U P
P L
E M
E N
T A
P S
P O
T
P
A V
E
F
A
P
S
P O
T
P
A V
E
D
W G
(R08)
Southern Region
AP Hurricane Recovery
Project #1
Spot Paving
FSR 757 & 795
Francis Marion &
Sumter N.F.
ANDREW PICKENS
RANGER DISTRICT
General Notes
10/18/2019
J. MORAN
J. MORAN
L. MUNDO
TBD
G-02
PROJECT LOCATIONS
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture
Forest Service
J M
O R
A N
U
S E
R S
J M
O R
A N
B
O X
E
N G
I N
E E
R I N
G
F E
D E
R A
L L
A N
D S
H I G
H W
A Y
P R
O G
R A
M S
F
Y
H
U R
R I C
A N
E
I R
C
O V
E R
Y
P
R O
J E
U P
P L
E M
E N
T A
P S
P O
T
P
A V
E
F
A
P
S
P O
T
P
A V
E
D
W G
(R08)
Southern Region
AP Hurricane Recovery
Project #1
Spot Paving
FSR 757 & 795
Francis Marion &
Sumter N.F.
ANDREW PICKENS
RANGER DISTRICT
Estimate of
Quantities &
Work List
10/18/2019
J. MORAN
J. MORAN
L. MUNDO
TBD
G-03
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12.00
Typical
1 1/2
1 1/2
1 1/2
Through Cut
Cut/Fill
Fill
Not to Scale
Seed Disturbed
Areas (Typical)
Seed Disturbed
Areas (Typical)
Seed Disturbed
Areas (Typical)
2.00
12" MIN.
CLEARING WIDTH
V
R
I A
B L
O
D
R A
I N
CROWN
OUTSLOPE
INSLOPE
TYPICAL ROAD PROFILES Typical Lead-Off Ditch
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture
Forest Service
J M
O R
A N
U
S E
R S
J M
O R
A N
B
O X
E
N G
I N
E E
R I N
G
F E
D E
R A
L L
A N
D S
H I G
H W
A Y
P R
O G
R A
M S
F
Y
H
U R
R I C
A N
E
I R
C
O V
E R
Y
P
R O
J E
U P
P L
E M
E N
T A
P S
P O
T
P
A V
E
F
A
P
S
P O
T
P
A V
E
D
W G
(R08)
Southern Region
AP Hurricane Recovery
Project #1
Spot Paving
FSR 757 & 795
Francis Marion &
Sumter N.F.
ANDREW PICKENS
RANGER DISTRICT
Typical Road
Profiles
10/18/2019
J. MORAN
J. MORAN
L. MUNDO
TBD
C-01
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Seeding
1'
1'
Seeding
4'
O uts lo pe =
21' or 23'
Based on preceding road width
1'
6" lift of macadam base.
2.5" lift SCDOT surface mix (Type B)
3' outside curve widening
Paved
Shoulder
(Typical)
Seeding
1'
1'
Seeding
4'
Cro wn =
18' or 20'
In accordance with these plans
1'
6" lift of macadam base.
2.5" lift SCDOT surface mix (Type B)
Pavement
Edge
Roadway
1' Shoulder
3" Edge
Striping
Tapered macadam base edge "typical".
Detailed Paving Section
Not to Scale
Outside Curve Widening
Not to Scale
Striping Detail
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture
Forest Service
J M
O R
A N
U
S E
R S
J M
O R
A N
B
O X
E
N G
I N
E E
R I N
G
F E
D E
R A
L L
A N
D S
H I G
H W
A Y
P R
O G
R A
M S
F
Y
H
U R
R I C
A N
E
I R
C
O V
E R
Y
P
R O
J E
U P
P L
E M
E N
T A
P S
P O
T
P
A V
E
F
A
P
S
P O
T
P
A V
E
D
W G
(R08)
Southern Region
AP Hurricane Recovery
Project #1
Spot Paving
FSR 757 & 795
Francis Marion &
Sumter N.F.
ANDREW PICKENS
RANGER DISTRICT
Paving Sections &
Striping Detail
10/18/2019
J. MORAN
J. MORAN
L. MUNDO
TBD
C-02
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FSR 757 Woodall Shoals
Scale 1" = 790'
N
MP 0.01
Install Stop Sign
MP 0.95
End Pave
MP 0.90
Start Pave
20' Pavement Width
MP 2.06
Start Pave
18' pavement width
Curve
Widening
Curve
Widening
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture
Forest Service
J M
O R
A N
U
S E
R S
J M
O R
A N
B
O X
E
N G
I N
E E
R I N
G
F E
D E
R A
L L
A N
D S
H I G
H W
A Y
P R
O G
R A
M S
F
Y
H
U R
R I C
A N
E
I R
C
O V
E R
Y
P
R O
J E
U P
P L
E M
E N
T A
P S
P O
T
P
A V
E
F
A
P
S
P O
T
P
A V
E
D
W G
(R08)
Southern Region
AP Hurricane Recovery
Project #1
Spot Paving
FSR 757 & 795
Francis Marion &
Sumter N.F.
ANDREW PICKENS
RANGER DISTRICT
FSR 757
"Woodall Shoals"
Stations
10/18/2019
J. MORAN
J. MORAN
L. MUNDO
TBD
C-03
MP 2.28
End of Road
End at parking lot entrance.
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F
R
T hr if t's
F er ry
US HWY 76
D e m o e p a v e
E x i s t i n g
A p r o n
FSR 795 Thrifts Ferry Rd
Scale 1" = 510'
Scale 1" = 20'
N
MP 0.00
Demo existing paved apron
Prepare and pave new apron
MP 0.42
Start Paving
MP 0.54
End Paving
Curve
Widening
US 76
N
Note: All asphalt waste to be hauled to the nearest C&D landfill or asphalt recycling center.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture
Forest Service
J M
O R
A N
U
S E
R S
J M
O R
A N
B
O X
E
N G
I N
E E
R I N
G
F E
D E
R A
L L
A N
D S
H I G
H W
A Y
P R
O G
R A
M S
F
Y
H
U R
R I C
A N
E
I R
C
O V
E R
Y
P
R O
J E
U P
P L
E M
E N
T A
P S
P O
T
P
A V
E
F
A
P
S
P O
T
P
A V
E
D
W G
(R08)
Southern Region
AP Hurricane Recovery
Project #1
Spot Paving
FSR 757 & 795
Francis Marion &
Sumter N.F.
ANDREW PICKENS
RANGER DISTRICT
FSR 795
"Thrift's Ferry"
Stations & Entrance
10/18/2019
J. MORAN
J. MORAN
L. MUNDO
TBD
C-04
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| Sheets and Views |
| AP Spot Pave 757-795-17x11 EXPANDED |
| AP Spot Pave 757-795-Sheet 2 |
| AP Spot Pave 757-795-Sheet 3 |
| AP Spot Pave 757-795-Sheet 4 |
| AP Spot Pave 757-795-Sheet 5 |
| AP Spot Pave 757-795-Sheet 6 |
| AP Spot Pave 757-795-Sheet 8 |
| 2020-01-29T15:56:53-0500 | |
| LUIS MUNDO |
| 2020-02-03T13:20:24-0500 | |
| MARTHA STRUHAR |
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