Atchment_3_C_FSR_656_drawings.pdf
PDF 2 MB Posted
- Attached to
- Road Reconstruction FSR 634/656/659B Federal contract opportunity
- Solicitation number
- 12467018R0107
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Atch 3 C Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| scan0010.pdf | ||
| Atch_3__Revised_drawings.pdf | ||
| Attachment_3B_FSR_659B_drawings.pdf | ||
| Atch_3A_FSR_634_drawingst.pdf | ||
| R0107.docx | DOCX document | |
| atch_3_drawings.pdf | ||
| atch_1_schedule_of_items.pdf | ||
| Attachment_4_Experience_Questionnaire.docx | DOCX document | |
| atch_2_specs.pdf |
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Georgia Carolina South
PROJECT LOCATION
LONG CANE RANGER DISTRICT
STATE MAP
NO SCALE
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 656 ERFO ROAD
REPAIR PROJECT
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
TITLE SHEET
E.WHATLEY
E.WHATLEY
G1
*SCALED TO A 11X17
INDEX
SHEET
SUB
SHEET
SHEET TITLE
1 G1 TITLE SHEET
2 G2 VICINITY MAP
3 G3 ROAD REPAIR SCHEDULE
4 G4 ESTIMATE OF QUANTITIES
5 C1 TYPICAL DETAILS
ABBREVIATIONS
ADA - AMERICANS WITH DISABILITIES ACT
AGG - AGGREGATE
BOP - BEGINNING OF PROJECT
BVC - BEGIN OF VERTICAL CURVE
℄ - CENTER LINE
CMP - CORRUGATED METAL PIPE
COR - CONTRACTING OFFICER'S REPRESENTATIVE
DWG - DRAWING
EG - EXISTING GRADE
EOP - EDGE OF PAVEMENT
EOS - EDGE OF SHOULDER
EP - ENDING OF PROJECT
ETW - EDGE OF TRAVELED WAY
EVC - END VERTICAL CURVE
EXT - EXISTING
FRD - FOREST ROAD DESIGNATION
I.E. - INVERT ELEVATION
NTS - NOT TO SCALE
NFSR - NATIONAL FOREST SYSTEM ROAD
OVERALL HP - OVERALL HIGH POINT
OVERALL LP - OVERALL LOW POINT
PC - POINT OF CURVATURE
PCC - POINT OF COMPOUND CURVATURE
PRC - POINT OF REVERSE CURVATURE
PT - POINT OF TANGENCY
PVI - POINT OF VERTICAL INTERSECTION
TW - TRAVELED WAY
TYP - TYPICAL
USFS - UNITED STATES FOREST SERVICE
VC - VERTICAL CURVE
LEGEND
COMMON TO ALL
SHEETS
DETAIL
SEE DETAIL
SHEET NUMBER
CONTROL POINT
FRANCIS MARION & SUMTER
NATIONAL FORESTS
BEGINNING OF PROJECT (BOP) COORDINATES
LATITUDE: 33.64919
LONGITUDE: -82.12018
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FIELD
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AUGUSTA
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NORTH
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AIKEN
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RES.
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HILL
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CLARKS
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JOHNSTON
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METRO
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COLUMBIA
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COLUMBIA
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THIS DRAWING
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TRUE NORTH
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U.S. ROUTE
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STATE ROUTE
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RAIL ROAD TRACK
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LEGEND
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VICINITY MAP
NO SCALE
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 656 ERFO ROAD
REPAIR PROJECT
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
VICINITY MAP
E.WHATLEY
E.WHATLEY
G2
PROJECT LOCATION
(BOP)
FRANCIS MARION & SUMTER
NATIONAL FORESTS
P
R
O
J
E
C
T
L
O
C
A
T
I
N
M
I
L
E
S
U
H
F
V
A
N
G
A
EVANS, GA
(10 MILES)
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United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 656 ERFO ROAD
REPAIR PROJECT
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
ROAD REPAIR
SCHEDULE
E.WHATLEY
E.WHATLEY
G3
FRANCIS MARION & SUMTER
NATIONAL FORESTS
ROAD REPAIR SCHEDULE
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* DENOTES CONTRACT QUANTITIES
PER FSSS SECTION 109.02 (b)
ROAD NUMBER:
MILE POST:
ITEM NO. DESCRIPTION
15101 Mobilization
ESTIMATE OF QUANTITIES
M.P. 0.00 - 1.74
PAY UNIT
QUANTITIES
Lump Sum ALL
NOTES
Includes equipment, equipment cleaning requirements, fire protection, and all erosion control measures. Conform to FP-14.
21201 Linear grading Mile
1.74
Includes roadway grading: inslope, outslope, or crownded whichever fits roadway field condition as shown in detail drawing sheet.
62501
Seeding, dry method
Acre 0.08
Seed all ditch and lead-off ditches disturbed areas w/ approved seed mix per FSSS Section
625 Turf Establishment.
30304
Re-establishment and cleaning, ditch
Mile 0.07
Includes re-establishing and cleaning existing roadway ditches on both sides of roadway as shown in Repair Schedule. Approx. 738 feet of ditch cleaning and re-establishment (quantity includes both sides of roadway). Conform to FP-14 Section 303.03.
62507
Mulching, dry method
Acre 0.08
Mulch all ditch and lead-off ditches disturbed areas per FSSS Section 625 Turf Establishment.
Mulch shall be weed free.
30101
Aggregate base, grading C, compaction method B
Ton 313
Includes roadway aggregate placement, grading (sieve), and compaction. Roadway aggregate placement may be: inslope, outslope, or crownded whichever fits roadway field condition as shown in detail drawing sheet. Conform to FSSS 301.05 for compaction & FP-14 Table 703-2
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 656 ERFO ROAD
REPAIR PROJECT
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
ESTIMATE OF
QUANTITIES
E.WHATLEY
G4
FRANCIS MARION & SUMTER
NATIONAL FORESTS
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SLOPE -2%
SLOPE -2%
6' 6'
1'
TYP
ROADWAY
14' FULL WIDTH OF ROADWAY
SHOULDER
EDGE
TRAVELED
WAY
EDGE
EMBANKMENT MATERIAL
OR UNDISTURBED MATERIAL
OF ORIGINAL GROUND
10"- 12" NOMINAL
DITCH BOTTOM DEPTH,
TYP TO BOTH SIDES
D
A
Y
L
I
G
U
T
D
A
Y
L
I
G
T
SHOULDER
EDGE
1V:2H OR FLATTER
FORESLOPE TYP
TO BOTH SIDES,
ALL SECTIONS
COMPACTED
DEPTH OF AGGR.
COMPACTED SUBGRADE
D
A
Y
L
I
G
I
L
Y
P
1V:2H FILL SLOPE OR
FLATTER TYP, ALL SECTIONS
SLOPE -2%
SLOPE -2%
6' 6'
1'
TYP
ROADWAY
14' FULL WIDTH OF ROADWAY
SHOULDER
EDGE
TRAVELED
WAY
EDGE
EMBANKMENT MATERIAL
OR UNDISTURBED MATERIAL
OF ORIGINAL GROUND
10"- 12" NOMINAL
DITCH BOTTOM DEPTH,
TYP TO BOTH SIDES
D
A
Y
L
I
G
T
SHOULDER
EDGE
1V:2H OR FLATTER
FORESLOPE TYP
TO BOTH SIDES,
ALL SECTIONS
COMPACTED
DEPTH OF AGGR.
COMPACTED SUBGRADE
D
A
Y
L
I
G
I
L
Y
P
1V:2H FILL SLOPE OR
FLATTER TYP, ALL SECTIONS
SLOPE -2%
6' 6'
1'
TYP.
ROADWAY
14' FULL WIDTH OF ROADWAY
SHOULDER
EDGE
TRAVELED
WAY
EDGE
EMBANKMENT MATERIAL
OR UNDISTURBED MATERIAL
OF ORIGINAL GROUND
1V:2H FILL SLOPE
OR FLATTER TYP,
ALL SECTIONS TYP.
TO BOTH SIDES
SHOULDER
EDGE
1V:2H FILL SLOPE
OR FLATTER TYP,
ALL SECTIONS TYP.
TO BOTH SIDES
COMPACTED SUBGRADE
1V:2H OR FLATTER
FORESLOPE TYP
TO BOTH SIDES,
ALL SECTIONS
SLOPE -2%
NOTES:
1. A DITCH IS USUALLY NOT
NECESSARY, BUT DRAINAGE
CONCENTRATION FROM UPSLOPE
AREAS MAY BE HANDLED WITH
SHORT DITCH SECTIONS, CULVERTS,
OR SURFACE CROSS DRAINS.
2. MAKE THIS DETERMINATION BASED
ON THE EROSIVE CHARACTERISTICS
OF THE SOIL, PRECIPITATION,
RUNOFF RATIOS, GRADIENTS, AND
THE LENGTH OF RUN BEFORE THE
WATER MAY BE REMOVED.
NOTES:
1. WHERE EMBANKMENT SOIL IS
UNSTABLE OR ON STEEPER
GRADES WHERE OUTSLOPING IS
NOT RECOMMENDED, CONSIDER
APPLYING AN INSLOPE ROAD
TEMPLATE.
2. DEPENDING ON LOCAL
CONDITIONS, A DITCH MAY BE
REQUIRED. INSLOPE SECTIONS
COLLECT WATER AND WILL
REQUIRE CROSS DRAINS.
NOTES:
1. DOUBLE-LANE ROADS USUALLY
HAVE A CROWN SURFACE.
2. SINGLE-LANE ROADS MAY HAVE
A CROWN SURFACE.
COMPACTED AGGR. PER FP-14
TABLE 703-2 GRADING C MATERIAL,
TYP IN ALL SECTIONS (DEPTH VARIES)
FILL SLOPE, TYP
TO OPPOSITE SIDE
COMPACTED AGGR. PER FP-14
TABLE 703-2 GRADING C MATERIAL,
TYP IN ALL SECTIONS (DEPTH VARIES)
10" - 12"
UNDISTURBED
MATERIAL
EDGE OF ROAD
MATCH EXISTING
BACKSLOPE, TYP
SEEDING AND MULCHING
COVERED IN PAY ITEM, TYP
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 656 ERFO ROAD
REPAIR PROJECT
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
TYPICAL
DETAILS
E.WHATLEY
C1
CROWN ROADWAY GRADING DETAIL
NTS
DITCH ESTABLISHMENT AND CLEANING DETAIL
TYPICAL TO BOTH SIDES (NTS)
INSLOPED ROADWAY GRADING DETAIL
TYP. TO BOTH SIDES (NTS)
FRANCIS MARION & SUMTER
NATIONAL FORESTS
OUTSLOPED ROADWAY GRADING DETAIL
TYP. TO BOTH SIDES (NTS)
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