02_OCA NFSR 11-14.9 PLANS.pdf
PDF 4 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 is seeking information from small businesses for a road reconstruction project on the Ocala National Forest in Florida. The U.S. Forest Service East Zone is interested in issuing a single award contract valued between $1,000,000 and $5,000,000 to perform work including road reconstruction, clearing and grubbing, excavation and embankment, placement and compaction of aggregate base, and seeding and mulching. Interested small businesses must submit responses by the deadline indicated including company information, experience with similar projects, and small business classification. The NAICS code for this procurement is 237310 for highway, street, and bridge construction and the small business size standard is $39.5 million.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 01 OCA NFSR 70-0.1 PWS.pdf | ||
| 01_OCA NFSR 11-14.9 PWS.pdf | ||
| 02 OCA NFSR 70-0.1 PLANS.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 0.2019
2 GENERAL NOTES 0.2019
3 PROJECT LOCATION MAP 0.2019
4 PIT LOCATION MAP - PIT 50 0.2019
5 PIT LOCATION MAP - PIT 301 0.2019
6 APPROACH "A" DETAILS 0.2019
7 TYPICAL ROADWAY SECTIONS 0.2019
8 TYPICAL SURFACING SECTIONS 0.2019
9 DITCH DETAILS 0.2019
10 EROSION CONTROL DEVICES 0.2019
WORK DESCRIPTION & SCHEDULE
OF ITEMS
0.2019
FROM OCALA,
1. FOLLOW N PINE AVE TO NW 10TH ST/BONNIE HEALTH BLVD. (0.7 MI)
2. TURN RIGHT ONTO NW 10TH ST/BONNITE HEALTH BLVD (3.7 MI)
3. USE ANY LANE TO TURN LEFT ONTO FL-40 E/E SILVER SPRINGS
BLVD. (4.4 MI)
4. CONTINUE ON NE HWY 315/NE Co Rd 315. DRIVE TO E HWY 316/E Co
Rd 316 IN FORT MCCOY (19.4 MI).
LAT: 29.366431 LONG: -81.820344
RECOMMENDED BY:
/31
/19
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ERFO OCA-11-14.9
(NFSR 11 MP 14.9, MP 14.917-19.358 (4.441 MI) DOUBLE
LANE, MP 19.358-24.449 (5.091 MI) SINGLE LANE)
STATE OF FLORIDA
MARION/PUTNAM 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
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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
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FOREST
GENERAL NOTES
XX/XX/XXXX
C.HONG
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
2/1 1/1
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OCALA NATIONAL
FOREST
PROJECT
LOCATION MAP
XX/XX/XXXX
C.HONG
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S.CHAMPION
SHEET
OF
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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. FROM THE INTERSECTION OF NSFR 11 AND NFSR
66. HEAD WEST ON NFSR 66 TOWARD NFSR 97 (3.0
MI)
2. CONTINUE ONTO NFSR 66 (1.3 MI)
3. CONTINUE ONTO N CROSS RD (2.1 MI)
4. TURN RIGHT ONTO NE 160TH AVE RD, DESTINATION
WILL BE ON THE RIGHT (0.7 MI)
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
2/1 1/1
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OCALA NATIONAL
FOREST
PIT 50
LOCATION MAP
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
SHEET
OF
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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. FROM THE INTERSECTION OF NSFR 11 AND NFSR
66. HEAD WEST ON NFSR 66 TOWARD NFSR 97 (3.0
MI)
2. CONTINUE ONTO NFSR 66 (1.3 MI)
3. CONTINUE ONTO N CROSS RD (2.1 MI)
4. TURN RIGHT ONTO NE 160TH AVE RD, DESTINATION
WILL BE ON THE RIGHT (0.7 MI)
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
United States Department of Agriculture Forest Service
2/1 1/1
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OCALA NATIONAL
FOREST
PIT 301 (HOG VALLEY)
LOCATION MAP
XX/XX/XXXX
C.HONG
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S.CHAMPION
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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
2/1 1/1
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OCALA NATIONAL
FOREST
APPROACH "A"
DETAILS
XX/XX/XXXX
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OF
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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
2/1 1/1
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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
2/1 1/1
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SOUTHERN REGION
ERFO OCA-11-14.9
OCALA NATIONAL
FOREST
TYPICAL SURFACING
SECTIONS
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
SURFACING SCHEDULE
FROM TO MATERIAL DEPTH
787+61.76 1022+10.24
SAND/CLAY ROAD BASE (DL)
4"
1022+10.24 1022+10.24
SAND/CLAY ROAD BASE @ INTERSECTION
4"
1022+10.24 1290+90.72
SAND/CLAY ROAD BASE (SL)
4"
1022+10.24 1290+90.72
SAND/CLAY ROAD BASE @ DL TURNOUTS EVERY 1000'
4"
1180+18.56 1180+18.56
SAND/CLAY ROAD BASE @ INTERSECTION
4"
1245+76.32 1245+76.32
SAND/CLAY ROAD BASE @ INTERSECTION
4"
787+61.76 1022+10.24
FDOT LIMEROCK AGGREGATE (DL)
4"
1022+10.24 1022+10.24
FDOT LIMEROCK AGGREGATE @ INTERSECTION
4"
1022+10.24 1290+90.72
FDOT LIMEROCK AGGREGATE (SL)
4"
1022+10.24 1290+90.72
FDOT LIMEROCK AGGREGATE @ DL TURNOUTS EVERY 1000'
4"
1180+18.56 1180+18.56
FDOT LIMEROCK AGGREGATE @ INTERSECTION
4"
1245+76.32 1245+76.32
FDOT LIMEROCK AGGREGATE @ INTERSECTION
4"
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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
2/1 1/1
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SOUTHERN REGION
ERFO OCA-11-14.9
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
2/1 1/1
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SOUTHERN REGION
ERFO OCA-11-14.9
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
/31
/19
:2 7 S
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SOUTHERN REGION
ERFO OCA-11-14.9
OCALA NATIONAL
FOREST
WORK DESCRIPTION &
SCHEDULE OF ITEMS
XX/XX/XXXX
C.HONG
M.PARRONDO
S.CHAMPION
WORK DESCRIPTION
SCHEDULE OF ITEMS
ITEM DESCRIPTION MM UNIT QUANTITY
151 MOBILIZATION C.Q. L.S. 1
201 CLEARING AND GRUBBING C.Q. AC 23.2
EXCAVATION AND EMBANKMENT - SAND/CLAY FROM GOVERNMENT PIT, COMPACTION METHOD 2 (ROLLER)
C.Q. CY
13,000
FDOT LIMEROCK AGGREGATE BASE; COMPACTION METHOD B (ROLLER)
C.Q. TON
18,000
607 CLEANING CULVERTS IN PLACE - INLET & OUTLET C.Q.
EA 50
TURF ESTABLISHMENT - SEED & MULCH (DRY)
C.Q. AC 23.2
635 TEMPORARY TRAFFIC CONTROL
C.Q.
L.S. 1
FROM TO DESCRIPTION
787+61.76 BEGINNING OF PROJECT
787+61.76 1290+90.72
REMOVE DOWNED TREES, LIGHT MATERIALS
787+61.76 1290+90.72
PULL DITCHES AND WING DITCHES (SEE SHEET 9 OF 11)
787+61.76 1290+90.72 CLEAN CULVERTS - INLET AND OUTLET IN PLACE
787+61.76 1022+10.24
RECONSTRUCT TO 22-FT WIDE TRAVELED WAY (SEE SHEET 7 OF 11)
1022+10.24 1290+90.72 RECONSTRUCT TO 14-FT WIDE TRAVELED WAY
787+61.76 1290+90.72
RECONDITION ROAD, MIX/GRADE/COMPACT
787+61.76 1022+10.24
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH, DOUBLE LANE (SEE SHEET 7 OF 11)
1022+10.24 1022+10.24
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH @ INTERSECTION WITH NFSR 66 (SEE SHEET 6 OF 11)
1022+10.24 1290+90.72
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH, SINGLE LANE
1022+10.24 1290+90.72
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH @ DL TURNOUTS EVERY 1000' (SEE SHEET 7 OF 11)
1180+18.56 1180+18.56
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH @ INTERSECTION WITH NFSR 70
1245+76.32 1245+76.32
PLACE & COMPACT (ROLLER) SAND/CLAY @ 4-IN DEPTH @ INTERSECTION WITH NFSR 74
787+61.76 1022+10.24
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH, DOUBLE LANE (SEE SHEET 8 OF 11)
1022+10.24 1022+10.24
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH @ INTERSECTION WITH NFSR 66
1022+10.24 1290+90.72
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH, SINGLE LANE
1022+10.24 1290+90.72
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH @ DL TURNOUTS EVERY 1000'
1180+18.56 1180+18.56
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH @ INTERSECTION WITH NFSR 70
1245+76.32 1245+76.32
PLACE & COMPACT (ROLLER) LIMEROCK @ 4-IN DEPTH @ INTERSECTION WITH NFSR 74
787+61.76 1290+90.72
SEED AND FERTILIZE 10' EACH SIDE OF ROAD (SEE SHEET 10 OF 11)
1290+90.72 END OF PROJECT
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| Sheets and Views |
| NFSR 11-Cover |
| NFSR 11-Note |
| NFSR 11-Location |
| NFSR 11-Pit 50 |
| NFSR 11-Pit 301 |
| NFSR 11-App A |
| NFSR 11-Subgrade |
| NFSR 11-Surface |
| NFSR 11-Ditch |
| NFSR 11-Erosion |
| NFSR 11-Work & Schedule |
| cover.pdf |
| Sheets and Views |
| NFSR 11-Cover |
| SOI.pdf |
| Sheets and Views |
| NFSR 11-Work & Schedule |
| SOI.pdf |
| Sheets and Views |
| NFSR 11-Work & Schedule |
File details come from the government source that posted it. Updated .