J1(b) 02_OCA NFSR 11-14.9 PLANS.pdf

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:

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/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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OCALA NATIONAL

FOREST

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

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ERFO OCA-11-14.9

OCALA NATIONAL

FOREST

PROJECT

LOCATION MAP

XX/XX/XXXX

C.HONG

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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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ERFO OCA-11-14.9

OCALA NATIONAL

FOREST

PIT 50

LOCATION MAP

XX/XX/XXXX

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S.CHAMPION

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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

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ERFO OCA-11-14.9

OCALA NATIONAL

FOREST

PIT 301 (HOG VALLEY)

LOCATION MAP

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OF

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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

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ERFO OCA-11-14.9

OCALA NATIONAL

FOREST

APPROACH "A"

DETAILS

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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

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O R

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D

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T I O

N

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T S

F

O

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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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ERFO OCA-11-14.9

OCALA NATIONAL

FOREST

TYPICAL ROADWAY

SECTIONS

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S.CHAMPION

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OF

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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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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"

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

2/1 1/1

9 1 4:

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SOUTHERN REGION

ERFO OCA-11-14.9

OCALA NATIONAL

FOREST

DITCH DETAILS

XX/XX/XXXX

C.HONG

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S.CHAMPION

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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

9 1 4:

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HO

NG

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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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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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OF

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