Atch_3A_FSR_634_drawingst.pdf
PDF 3 MB Posted
- Attached to
- Road Reconstruction FSR 634/656/659B Federal contract opportunity
- Solicitation number
- 12467018R0107
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Atch 3 A Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_3B_FSR_659B_drawings.pdf | ||
| Atchment_3_C_FSR_656_drawings.pdf | ||
| scan0010.pdf | ||
| Atch_3__Revised_drawings.pdf | ||
| R0107.docx | DOCX document | |
| atch_2_specs.pdf | ||
| atch_3_drawings.pdf | ||
| atch_1_schedule_of_items.pdf | ||
| Attachment_4_Experience_Questionnaire.docx | DOCX document |
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Text version
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 634 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: 33.71646
LONGITUDE: -82.03326
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WRENS
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FIELD
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BUSH
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DENMARK
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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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BATESBURG
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SALUDA
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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 634 ERFO ROAD
REPAIR PROJECT
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
VICINITY MAP
E.WHATLEY
E.WHATLEY
G2
FSR 634 (PROJECT
LOCATION)
LONG CANE RANGER DISTRICT
OFFICE
FRANCIS MARION & SUMTER
NATIONAL FORESTS
P
R
O
J
E
C
T
L
O
C
A
T
I
N
M
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S
O
U
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W
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S
F
R
A
N
G
R
D
S
T
R
I
C
T
MILE POST 0.40 (WASTE
DISPOSAL LOCATION)
BOP
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NOTES:
1. LAYER PLACE DISPOSAL MATERIAL, MAX 2'.
USE APPROVED EQUIPMENT TO SHAPE AND
RE-CONTOUR EXISTING SPOILS AND ALL
WASTE MATERIAL ACCUMULATED FROM THIS
PROJECT. COVERED IN PAY ITEM 20416.
2. DISPOSAL AREA SHALL BE SEED AND
MULCHED. COVERED IN PAY ITEM 62501 AND
62507.
3. DISPOSAL AREA LIMITS TO BE FLAGGED BY
CO.
1V:1.5H MAX SLOPE,
TYP TO ALL SIDES
MAX HEIGHT 2'
5' MIN. FROM
LIMITS ON ALL SIDES
EXISTING GROUND, VARIES
OUTSLOPE -5% MIN.
AWAY FROM ROADWAY
DISPOSED MATERIAL
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 634 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
DISPOSAL AREA DETAIL (NTS) DISPOSAL AREA DETAIL (NTS)
DISPOSAL AREA MILE POST 0.40.
DO NOT EXCEED APPROXIMATELY MORE THAN
110 FT. LENGTH BY X 75 FT. WIDTH (AREA)
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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 - 1.80
PAY UNIT
QUANTITIES
Lump Sum ALL
NOTES
Includes equipment, equipment cleaning requirements, fire protection, and all erosion control measures. Conform to FP-14.
60201 24 inch pipe culvert
Foot 24
Includes: furnishing and installing new 24" dia. round reinforced concrete culvert to existing grade, backfilling, and compaction as shown in trench pipe detail.
21201 Linear grading Mile 1.80
Includes roadway grading: inslope, outslope, or crownded whichever fits roadway field condition as shown in detail drawing sheet.
62501
Seeding, dry method
Acre 2.0
Seed all ditch and lead-off ditches disturbed areas and waste disposal site w/ approved seed mix per FSSS Section 625 Turf Establishment.
30304
Re-establishment and cleaning, ditch
Mile 1.78
Includes re-establishing and cleaning existing roadway ditches as shown in Repair Schedule.
30305
Re-establishment and cleaning, lead-off ditch
Foot 420
Includes re-establishing and cleaning existing roadway lead-off ditches as shown in Repair
Schedule.
60708
Cleaning culverts in place
Each 6 Includes cleaning existing culverts inlet and outlet as shown in Repair Schedule.
20301
Removal of existing 18" dia. x 22' length concrete culvert
Each
Includes removal of existing concrete culvert and disposal off NF Lands as shown in Repair
Schedule.
62507
Mulching, dry method
Acre 2.0
Mulch all ditch and lead-off ditches disturbed areas and waste disposal site per FSSS Section
625 Turf Establishment. Mulch shall be weed free.
25102 Placed riprap, class 4 Ton
Includes riprap and geotextile placement onto roadway embankments as appointed by C.O.R.
at mile post 0.95. Riprap shall conform to FP-14 Section 251 and FP-14 Table 705-1. Furnish and place approx. 200 sq.ft. of geotextile beneath riprap conforming to FP-14 Table 714-1 -
Separation and Stabilization Geotextile Type Class I Type C. Geotextile will be incidental to this pay item.
20416
Waste, disposal of accumulated material from ditch cleaning & re-eastablishment and lead-off ditches.
Also includes shaping & compaction of waste material
Cubic Yard
Includes disposal, shaping, & compaction of waste material. Compact shaped material in layers as shown in detail. Compaction shall conform to FSSS Section 204.11 Compaction E.
See detail drawing. Seeding & mulching of waste area included in pay items 62501 & 62507.
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 634 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%
7' 7'
1'
TYP
ROADWAY
16' 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
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U
T
D
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Y
L
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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
L
Y
P
1V:2H FILL SLOPE OR
FLATTER TYP, ALL SECTIONS
SLOPE -2%
SLOPE -2%
7' 7'
1'
TYP
ROADWAY
16' 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
L
Y
P
1V:2H FILL SLOPE OR
FLATTER TYP, ALL SECTIONS
FILL SLOPE, TYP
TO OPPOSITE SIDE
SLOPE -2%
7' 7'
1'
TYP.
ROADWAY
16' 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.
10" - 12"
UNDISTURBED
MATERIAL
EDGE OF ROAD
MATCH EXISTING
BACKSLOPE, TYP
SEEDING AND MULCHING
COVERED IN PAY ITEM, TYP
FORESLOPE,
TYP
DAYLIGHT CUT/
BACKSLOPE, TYP
EXISTING
ROADWAY ℄
UNDISTURBED SOIL
BOTTOM OF DITCH
NOTES:
1. AN OUTLET LEAD-OFF DITCH
CARRIES WATER AWAY FROM
A ROAD TO PREVENT THE
ROAD SUBGRADE FROM
BEING SATURATED OR
ERODED.
2. LOCATE AN OUTLET DITCH AT
THE LOWER END OF A
CULVERT OR DRAIN DIP OR
AT THE POINT WHERE A
ROADSIDE DITCH DAYLIGHTS
ONTO NATURAL GROUND.
3. CONSIDER USE OF ENERGY
DISSIPATION MEASURES AS
NEEDED.
LEAD-OFF DITCH
BACKSLOPE
CONSTRUCT LEAD-OFF
DITCH UNTIL DAYLIGHT
(-2% MINIMUM)
24" ID
OD
TRENCH WIDTH
ROADWAY GRADE
EXCAVATION LIMIT AS
REQUIRED BY OSHA
PLACE 4" OF UN-COMPACTED
BEDDING MATERIAL IN A LAYER
OF UNIFORM THICKNESS PER
FP-14 SECTION 209.08(b)
SMOOTH BOTTOM,
FREE OF LOOSE SOIL
OR DEBRIS
M
A
X
S
O
P
E
NOT STEEPER THAN DEPTH
REQUIRED BY OSHA
STRUCTURAL
BACKFILL
SPRINGLINE
HAUNCH AREA SHALL BE
SHOVEL COMPACTED
APPROX
45°
VERTICAL LINE
FROM EDGE OF
PIPE
COMPACT BACKFILL PER FP-14
SECTION 209.09
GENERAL NOTES:
1. EXCAVATE TRENCH TO A
WIDTH THAT ALLOWS
ROOM FOR WORK
2. PIPE SHALL BE A ROUND
REINFORCED CONCRETE
PIPE AND SHALL CONFORM
TO ASTM C76/AASHTO M170
3. PIPE BEDDING MATERIAL
SHALL CONFORM TO FP-14
SECTION 704.02.
4. ℄ OF PIPE IN TRENCH
5. MATCH EXISTING GRADE
ROUND
REINFORCED
CONCRETE PIPE
PIPE
12" MIN.
COVER
4"
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
FSR 634 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)
LEAD-OFF DITCH DETAIL (MITRE DRAIN)
TYPICAL TO BOTH SIDES (NTS)
INSLOPED ROADWAY GRADING DETAIL
TYP. TO BOTH SIDES (NTS)
STANDARD TRENCH PIPE INSTALLATION
NTS
MINIMUM HAUCH AREA DETAIL
NTS
FRANCIS MARION & SUMTER
NATIONAL FORESTS
OUTSLOPED ROADWAY GRADING DETAIL
TYP. TO BOTH SIDES (NTS)
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