02 OCA NFSR 70-0.1 PLANS.pdf
PDF 3 MB Posted
- Attached to
- OCA CON ERFO Road Construction FL Federal contract opportunity
- Solicitation number
- 12445221B0005
- Issued by
- Department of Agriculture Forest Service
About this file
This sources sought announcement requests capability statements from small businesses for a road reconstruction project on the Ocala National Forest in Florida. The project value is estimated between $1,000,000 and $5,000,000. Interested firms should have experience as a prime contractor performing similar construction work. Responses are due by the date specified on the Contract Opportunity webpage and should include company information, point of contact, DUNS number, small business type, and up to five relevant past project examples. The U.S. Forest Service intends to issue a single-award, stand-alone contract for road reconstruction services as defined in the attached performance work statement. The contractor will furnish equipment, materials, and labor to complete the work.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 01 OCA NFSR 70-0.1 PWS.pdf | ||
| 02_OCA NFSR 11-14.9 PLANS.pdf | ||
| 01_OCA NFSR 11-14.9 PWS.pdf |
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Text version
PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF1
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 02/2019
2 GENERAL NOTES 02/2019
3 PROJECT LOCATION MAP 02/2019
4 PIT LOCATION MAP 02/2019
5 APPROACH "A" DETAILS 02/2019
6 TYPICAL ROADWAY SECTIONS 02/2019
7 TYPICAL SURFACING SECTIONS 02/2019
8 DITCH DETAILS 02/2019
9 EROSION CONTROL DEVICES 02/2019
WORK DESCRIPTION & SCHEDULE
OF ITEMS
02/2019
FROM OCALA,
FOLLOW US-301 N, E HWY 316/E CO RD 316 AND NE 160TH AVENUE
RD TO NE 220TH AVE/CREEK 301 IN FORT MCCOY (36.5 MI); TURN
RIGHT ONTO NE 220TH AVE/CREEK 301 (36 FT).
LAT: 29.470394 LONG: -81.906328
GREAT DIVIDE DISTRICT OFFICE
22223 STATE HIGHWAY 13
GLIDDEN, WI 54527
RECOMMENDED BY:
4/6 /20
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NF
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ERFO OCA-70-0.1
(NFSR 70 MP 0.116 TO MP 5.822 (5.706 MI), SINGLE LANE)
STATE OF FLORIDA
MARION COUNTY
NATIONAL FORESTS IN FLORIDA
OCALA NATIONAL FOREST
(R08) SOUTHERN REGION
United States Department of Agriculture
Forest Service
REVIEWED BY:
FOREST ENGINEER DATE
APPROVED:
DISTRICT RANGER
DATE
DATEARCHAEOLOGIST
04/06/2020
CIVIL ENGINEER
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GENERAL NOTES
1. APPLICABLE SPECIFICATIONS FOR THE PROJECT ARE THE FEDERAL
HIGHWAYS ADMINISTRATION STANDARD SPECIFICATIONS FOR THE
CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS
(FP-14) AND THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS TO THE
FP-14 (FSSS).
2. CONSTRUCTION WARNING SIGNS SHALL BE FURNISHED AND INSTALLED BY
THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION IN ACCORDANCE
WITH PART “G” OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS (MUTCD), FEDERAL HIGHWAY
ADMINISTRATION.
3. ROADS USED AS HAUL ROADS DURING THE CONSTRUCTION SHALL BE
MAINTAINED BY THE CONTRACTOR DURING HAULING OPERATIONS.
4. CONSTRUCTION DURING WET GROUND CONDITIONS WHICH RESULT IN
UNAUTHORIZED BORROW QUANTITY OVER RUNS WILL NOT BE
JUSTIFICATION FOR QUANTITY OR PRICE ADJUSTMENTS. BORROW
ESTIMATES ARE BASED ON CONTRACT QUANTITIES.
5. CONTRACTOR SHALL BEAR THE COST OF TEMPORARY EROSION CONTROL
REQUIRED AS A RESULT OF THE CONTRACTOR’S INTERRUPTION OF THE
ROAD WORK FOR OTHER THAN WEATHER CONDITIONS.
6. STRAW WATTLES SHALL BE CERTIFIED WEED FREE AND BIODEGRADABLE.
7. EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE
CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LANDS
AND RECYCLED OR DISPOSED OF LEGALLY PER APPLICABLE FEDERAL,
STATE, AND COUNTY LAWS AND CODES.
8. CONSTRUCTION TOLERANCE CLASS “B” PER FSSS SECTION 204.13.
TOLERANCE FOR ROADBED WIDTH (FT) = ＋0.5
TOLERANCE FOR SUBGRADE ELEVATION (FT) = 0.2
TOLERANCE FOR CENTERLINE ALIGNMENT (FT) = 0.2
TOLERANCE FOR SLOPE, EXCAVATION, AND EMBANKMENT (% SLOPE) = 5
9. ENDANGERED SPECIES PROTECTION: XXX TO XXX.
10. CLEARING AND GRUBBING, DISPOSAL METHOD ACCORDING TO FSSS
SECTION 203.05(f).
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
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GENERAL NOTES
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
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OCALA NATIONAL
FOREST
PROJECT
LOCATION MAP
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PIT DEVELOPMENT NOTES
1. SHALL CONFORM TO FP-14 SECTION 105. THIS WORK
IS CONSIDERED INCIDENTAL TO PAY ITEM 204. NO PIT
ENTRY SHALL BE MADE WITHOUT PRIOR
SCHEDULING AND/OR PERMISSION FROM THE COR.
2. CLEAR AND GRUB ACCORDING TO FP-14
SPECIFICATION 201.
3. EXCAVATION: MATERIAL SHALL BE REMOVED FROM
PIT IN ACCORDANCE WITH THE COR. EXCAVATE
NEATLY TO THE DEPTH OF THE EXISTING PIT. WHERE
THE BOTTOM IS ABOVE NORMAL WATER TABLE,
SLOPE TO DRAIN AS DIRECTED BY COR.
4. WHERE BLENDING IN THE PIT IS NECESSARY FOR
MATERIAL OBTAINED FROM STRATIFIED PITS, IN
ORDER TO OBTAIN THE DESIRED SAND/CLAY BLEND
AS DETERMINED BY THE COR, THE EXCAVATING
EQUIPMENT SHALL WORK THE ENTIRE FACE AS
NECESSARY OR AS DIRECTED.
5. OVERBURDEN NOT USED AS PER NOTE #4, SHALL BE
DISPOSED OF IN THE AREA NOTED ON THE PIT
DEVELOPMENT PLAN OR AS DESIGNATED BY THE
COR.
6. RESTORATION:
6.1. SHAPE PIT SIDE TO A 3:1 SLOPE.
6.2. UPON COMPLETION OF HAULING, ACCESS ROAD
SHALL BE GRADED AND ANY NECESSARY
DRAINAGE WORK DONE TO PREVENT
ENVIRONMENTAL DAMAGE.
6.3. UPON COMPLETION OF EXCAVATION FROM A
WET PIT, ALL BERMS SHALL BE REMOVED.
6.4. ANY STOCKPILED MATERIAL IN THE PIT PRIOR
TO COMMENCING WORK MAY BE USED BY THE
CONTRACTOR, WITH COR APPROVAL, AND AN
EQUAL AMOUNT RESTOCKED AFTER HAULING
OPERATIONS HAVE ENDED.
DESIGNATED HAULING ROUTE
1. HEAD WEST ON NE 220TH AVE/CREEK 301 TOWARD
NE 160TH AVENUE RD
2. TURN LEFT ONTO NE 160TH AVENUE RD/CREEK 301
3. DESTINATION WILL BE ON THE LEFT (2.4 MI)
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
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OCALA NATIONAL
FOREST
PIT 301 HOG VALLEY
LOCATION MAP
XX/XX/XXXX
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APPROACH "A" DETAILS
NOT TO SCALE
R
℄ ROAD
APPROACH STATION
90° UNLESS OTHERWISE
STATED ON THE PLANS
50' R UNLESS
OTHERWISE STATED
ON THE PLANS
T R
A V
E L
D
W
A Y
A A
PLAN VIEW
10' D.L.
6' S.L.
TRAVELED WAY
2%
SEEDING LIMITS
10' D.L.
6' S.L.
CLEARING & GRUBBING LIMITS
2%
1'
SEEDING LIMITS
1'
NOTES
1. COMPACTION SHALL BE ACCOMPLISHED BY HAULING
AND SPREADING EQUIPMENT.
2. UNLESS OTHERWISE APPROVED BY THE CO,
COARSE AGGREGATE SHALL MEET THE
REQUIREMENTS OF FLORIDA DEPARTMENT OF
TRANSPORTATION SPECIFICATION 901-1.4.
SECTION A-A
PROFILE
TRAVELED WAY CONSTR. AND/OR SURFACING LIMITS - 100'
SLOPE VARIES
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
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OCALA NATIONAL
FOREST
APPROACH "A"
DETAILS
XX/XX/XXXX
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M I N
M I N
7' S.L.
11' D.L.
M
A
X
TYPICAL ROADWAY SECTIONS
NOT TO SCALE
7' S.L.
11' D.L.
2% M
IN
NATIVE MATERIAL
SUBGRADE
(RECONSTRUCTION)
FILL SECTION
(RECONSTRUCTION)
2% M
IN
CUT SECTION
7' S.L.
11' D.L.
2% M
IN
EXISTING SECTION
2% M
IN
7' S.L.
11' D.L.
M
A
X
M I N
NOTES
1. TRAVELED WAY SHALL BE SHAPED PRIOR TO
PLACEMENT OF MATERIAL.
2. BORROW SHALL BE AT OR BELOW OPTIMUM
MOISTURE CONTENT AT THE TIME OF PLACEMENT
UNLESS OTHERWISE APPROVED BY THE CO.
3. AREAS WITHIN CLEARING AND GRUBBING LIMITS
THAT DO NOT REQUIRE WORK HAVE NOT BEEN
INCLUDED IN DESIGN QUANTITIES FOR PAYMENT.
EXISTING SECTION
S E
E
W
O R
K
D
E S
C R
I P
T I O
N
S H
E E
T S
F
O
A
C T
U A
L
L
E N
G T
H
TYPICAL DOUBLE LANE TRANSITION
SUBGRADE
TRAVELED WAY
TRAVELED WAY
T R
A N
S I T
T R
A N
S I T
V A
R I E
S
S.L.
WIDTH
D.L.
WIDTH
CLEARING & GRUBBING LIMITS
C O
N S
T
L
I M
I T
S
C O
N S
T
L
I M
I T
S
CLEARING & GRUBBING LIMITS
SEEDING
LIMITS
1'
MIN.
1'
MIN.
SEEDING
LIMITS
SEEDING
LIMITS
1'
MIN.
SEEDING
LIMITS
1'
MIN.
C O
N S
T
L
I M
I T
S
C O
N S
T
L
I M
I T
S
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
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OCALA NATIONAL
FOREST
TYPICAL ROADWAY
SECTIONS
XX/XX/XXXX
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TYPICAL SURFACING SECTIONS
NOT TO SCALE
TRAVELED WAY
BERM TO CONFINE CLAY
SURFACING WHILE MIXING.
USE BERM MATERIAL TO
DRESS OUT DITCH SLOPE
BOX OUT TRAVEL WAY, APPROACHES AND
INTERSECTIONS BY LIGHTLY GRADING AND FORM
A BERM TO CONFINE SURFACING WHILE MIXING
6' S.L.
10' D.L.
SURFACING SECTION
2%
CRUSHED LIMEROCK AND/OR CLAY
(SEE SURFACING SCHEDULE)
6' S.L.
10' D.L.
DRESS OUT DITCH
SLOPE WITH BERM
MATERIAL
6' S.L.
10' D.L.
FINISH SECTION
TRAVELED WAY
2%
6' S.L.
10' D.L.
CLEARING & GRUBBING LIMITS
COMPACTED
SURFACING MATERIAL
NOTES
1. LIMEROCK SHALL MEET CURRENT FLORIDA
DEPARTMENT OF TRANSPORTATION SPECIFICATION
SECTION 911 FOR LIMEROCK BASE.
2. GRADATION AND SIZE REQUIREMENTS SHALL MEET
THE REQUIREMENTS FOR LIMEROCK ROAD BASE.
SHELL MATERIAL IS NOT ACCEPTABLE.
3. CERTIFICATION OF LIMEROCK QUALITY SHALL BE
FURNISHED BY THE SUPPLIER PRIOR TO PLACEMENT
OF LIMEROCK.
4. OBLITERATE ALL BERMS TO ALLOW UNOBSTRUCTED
FLOW OF RUN-OFF INTO DITCHES.
5. LIMEROCK SURFACING WILL BE FIELD-STAKED BY
THE CO.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
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OCALA NATIONAL
FOREST
TYPICAL SURFACING
SECTIONS
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
SURFACING SCHEDULE
FROM TO MATERIAL DEPTH
06+12.48 307+40.16 SAND/CLAY ROAD BASE 4"
06+12.48 307+40.16
SAND/CLAY ROAD BASE @ DL TURNOUTS EVERY 1000'
4"
147+99.84 147+99.84
SAND/CLAY ROAD BASE @ INTERSECTION
60 CY
307+40.16 307+40.16
SAND/CLAY ROAD BASE @ INTERSECTION
60 CY
06+12.48 307+40.16 FDOT LIMEROCK AGGREGATE 4"
06+12.48 307+40.16
FDOT LIMEROCK AGGREGATE @ DL TURNOUTS EVERY
1000'
4"
147+99.84 147+99.84
FDOT LIMEROCK AGGREGATE @ INTERSECTION
45 TON
307+40.16 307+40.16
FDOT LIMEROCK AGGREGATE @ INTERSECTION
45 TON
SHEET
OF
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NOTES
1. WING DITCH SLOPE SHALL BE EQUAL TO OR LESS THAN
ROAD GRADE, WITH NOT MORE THAN 2% DIFFERENCE.
2. CONSTRUCT WING DITCHES TO DRAIN TO DAYLIGHT OR
100' MAXIMUM.
DITCH DETAILS
NOT TO SCALE
3' MIN
A
℄ ROAD DITCH
℄ W I
N
G
D
I
T
C
H
℄ ROAD DITCH
SHOULDER OF SUBGRADE
CONSTRUCT DITCH BLOCK
COMPACT PER SPECIFICATIONS
(SEE DITCH BLOCK DETAILS)
A
V A
R I E
S
CLEARING & SEEDING LIMITS
12' - 16'
EDGE OF
SHOULDER
CATCH POINT
℄ DITCH
V A
R I E
S
DITCH GRADE
SUBGRADE EDGE
COMPACT PER SPECIFICATIONS
PLAN VIEW
PROFILE
PLAN VIEW
WING DITCH DETAILS
SECTION A-A
TYPICAL DITCH BLOCK
M I N
10'
MIN.
V A
R I E
S
CLEARING, GRUBBING & SEEDING LIMITS
12' MIN. 24' MAX.
TYPICAL LEAD-OFF DITCH
NOTES
1. DITCH LOCATIONS SHOWN ON WORK DESCRIPTION TO BE
STAKED BY THE CO WITH SAME DEPTH AS SIDE DITCH.
2. CONSTRUCT LEAD-OFF DITCH TO DRAIN TO DAYLIGHT.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
:2
0 S
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(R08)
SOUTHERN REGION
ERFO OCA-70-0.1
OCALA NATIONAL
FOREST
DITCH DETAILS
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
SHEET
OF
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NOTES
1. CONTRACTOR SHALL REMOVE SILT FENCE UPON
COMPLETION OF WORK AS DIRECTED BY CO.
2. SILT FENCE SHALL BE INSTALLED PER WORK
DESCRIPTION AND AT LOCATIONS STAKED BY THE
CO.
EROSION CONTROL DEVICES
NOT TO SCALE
M I N
8' MAX.
TOP OF FENCE
STREAM CHANNEL
WOOD OR METAL STAKE
WEIGHTED OR STAKED
WOVEN FILTER FABRIC MINIMUM
3 OZ. STAPLED OR TIED WITH
WIRE TO THE STAKE
TYPICAL SILT FENCE INSTALLATION
3' MIN.
TYPICAL STRAW WATTLE INSTALLATION
1" X 2" X 24"
WOOD STAKE
NOTES
1. STAKES SHALL BE DRIVEN PERPENDICULAR TO THE
SLOPE FACE.
2. STRAW WATTLE SHALL BE INSTALLED PER WORK
DESCRIPTION AND AT LOCATIONS STAKED BY THE
CO.
3. STRAW WATTLE SHALL BE CERTIFIED WEED FREE.
9" MIN. STRAW WATTLE
1" X 2" X 24"
WOOD STAKE
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
:2
0 S
CH
AM
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ON
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(R08)
SOUTHERN REGION
ERFO OCA-70-0.1
OCALA NATIONAL
FOREST
EROSION CONTROL
DEVICES
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
EROSION CONTROL
ITEM TYPE LB/ACRE SEASON
SEED BROWN TOP MILLET 40 2/15 - 9/15
SHEET
OF
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
4/6 /20
:2
0 S
CH
AM
PI
ON
C :\U
SE
RS
\S
CH
AM
PI
ON
\D
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NF
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(R08)
SOUTHERN REGION
ERFO OCA-70-0.1
OCALA NATIONAL
FOREST
WORK DESCRIPTION &
SCHEDULE OF ITEMS
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
WORK DESCRIPTION
SCHEDULE OF ITEMS
FROM TO DESCRIPTION
6+12.48 BEGINNING OF PROJECT
6+12.48 307+40.16
CLEAR AND GRUB - REMOVE ORGANIC MATERIAL, PULL DITCHES (SEE SHEET 6 OF 10)
6+12.48 307+40.16
RECONSTRUCT TO 14-FT WIDTH TRAVELED WAY (SEE SHEET 6 OF 10)
6+12.48 307+40.16
ROAD RECONDITIONING - MIX/GRADE/COMPACT (SEE SHEET 6 OF 10)
6+12.48 307+40.16
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH, SINGLE LANE (SEE SHEET 6 OF 10)
6+12.48 307+40.16
PLACE & COMPACT (ROLLER) SAND/CLAY @ EVERY 1000 FT FOR DOUBLE LANE TURNOUTS
147+99.84 147+99.84
PLACE & COMPACT (ROLLER) 60 CY SAND/CLAY @ INTERSECTION WITH NFSR 09
307+40.16 307+40.16
PLACE & COMPACT (ROLLER) 60 CY SAND/CLAY @ INTERSECTION WITH NFSR 11
6+12.48 307+40.16
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH, SINGLE LANE (SEE SHEET 7 OF 10)
6+12.48 307+40.16
PLACE & COMPACT (ROLLER) LIMEROCK @ EVERY 1000 FT FOR DOUBLE LANE TURNOUTS
147+99.84 147+99.84
PLACE & COMPACT (ROLLER) 45 TON LIMEROCK @ INTERSECTION WITH NFSR 09 (SEE SHEET 5 OF 10)
307+40.16 307+40.16
PLACE & COMPACT (ROLLER) 45 TON LIMEROCK @ INTERSECTION WITH NFSR 11
6+12.48 307+40.16 SEED & FERTILIZE 10' EACH SIDE OF ROAD (SEE SHEET 9 OF 10)
307+40.16
END OF PROJECT
ITEM DESCRIPTION MM UNIT
QUANTITY
151 MOBILIZATION C.Q. L.S. 1
CLEARING AND GRUBBING (INCLUDES PULLING DITCHES)
C.Q. ACRE 13.8
EXCAVATION AND EMBANKMENT - SAND/CLAY FROM GOVERNMENT PIT, PLACEMENT METHOD 2 (FSSS 204.11(b)) C.Q.
CY
5,980
300 AGGREGATE AND BASE COURSES - LIMEROCK AGGREGATE BASE C.Q. TON
7,850
625 TURF ESTABLISHMENT - SEED & MULCH
C.Q.
ACRE 13.8
635 TEMPORARY TRAFFIC CONTROL C.Q. L.S. 1
SHEET
OF
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| Sheets and Views |
| NFSR 70-Cover |
| NFSR 70-Note |
| NFSR 70-Location |
| NFSR 70-Pit |
| NFSR 70-App A |
| NFSR 70-Subgrade |
| NFSR 70-Surface |
| NFSR 70-Ditch |
| NFSR 70-Erosion |
| NFSR 70-Work & Schedule Items |
File details come from the government source that posted it. Updated .