EXHIBIT 7 Reconditioning and Resurfacing_FSR 300 Drawings signed.pdf

PDF 3 MB Posted

Attached to
Mogollon Rim RD- FSR300 Road Reconstruction
Solicitation number
12837120R0011
Issued by

About this file

Written by GovTribe AI ·

This solicitation is for a road reconstruction project on Forest Service Route 300 (FSR 300) located on the Coconino National Forest in Arizona. The base bid involves reconditioning and resurfacing approximately 5.56 miles of FSR 300 including cleaning and repairing culverts, as well as three optional one-mile segments that can be awarded. Work will be performed from a government-provided aggregate source at Cinch Hook Pit and includes reconditioning the road base, applying a minimum four-inch layer of crushed aggregate surfacing material, and cleaning and shaping ditches along both sides of the roadway per provided specifications and drawings. The solicitation was issued by the USDA Forest Service Southwestern Region and bids are due by the specified date.

View the file

Other files

File Type Posted
Amendment 1 12837120R0011 5.7.2020.pdf PDF
EXHIBIT 5 FP-14.pdf PDF
12837120R0011 4.29.2020 final.pdf PDF
EXHIBIT 4 COF Industrial Fire Plan Guidelines 2018.pdf PDF
EXHIBIT 3 COC_FSR300_Reconditioning and Resurfacing_SOW2.pdf PDF
EXHIBIT 1Wage Determination.pdf PDF
Exhibit2_BioPreferred.pdf PDF
Exhibit 6 Reconditioning and Resurfacing_FS Supplemental Specs.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

VICINITY MAP

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

G-02

10 2

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

PIT ROUTE MAP

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

G-03

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

GENERAL NOTES

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

G-04

GENERAL NOTES:

1. THE SPECIFIED SOURCE OF CRUSHED AGGREGATE SURFACING MATERIAL FOR THE FSR 300

RECONDITIONING AND RESURFACING PROJECT WILL BE AVAILABLE AT CINCH HOOK PIT,

LOCATED AT THE JUNCTION OF AZ-87 AND AZ-260. THE PROJECT STARTS AT THE JUNCTION OF

FSR 300 AND FSR 141, MILE POINT (M.P.) 7.43. THE PROJECT CONTINUES EAST ON FSR 300 FOR

5.6 MILES TO THE JUNCTION OF FSR 300 AND FSR 95. OPTION 1 OF THE CONTRACT BEGINS AT

M.P. 6.43 OF FSR 300 AND CONTINUES EAST FOR 1 MILE TO M.P. 7.43. OPTION 2 OF THE

CONTRACT BEGINS AT M.P. 5.43 OF FSR 300 AND CONTINUES EAST FOR 1 MILE TO M.P. 6.43.

OPTION 3 OF THE CONTRACT BEGINS AT M.P. 4.43 OF FSR 300 AND CONTINUES EAST FOR 1 MILE

TO M.P. 5.43.

2. REMOVE ALL LOOSE ROCK FROM ROADWAY DITCHES. ROCK MAY BE USED AS RIPRAP IN

CULVERT CATCHMENTS, LOW WATER CROSSINGS, AND ROLLING DIP OUTLFOW.

3. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL HAUL ROADS USED, BEFORE,

DURING, AND AFTER OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS REQUIRED

MAINTENANCE.

4. CONTRACTOR SHALL MAINTAIN/CLEAN AND SHAPE ALL EXISTING LEAD-OFF DITCHES AND ALL

CULVERT RELIEF DITCHES FOR THEIR ENTIRE LENGTH. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO FSSS SECTION 303.

5. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FEATURES, (IE: LEAD OUTS, FURROW

DITCHES, DITCHES, ETC.).

6. CONTRACTOR SHALL NOT PLACE CRUSHED AGGREGATE IN THE FLOW LINE OF LOW WATER

CROSSINGS.

7. THE ROADWAY SPECIFIED FOR RESURFACING WILL BE RECONDITIONED PRIOR TO THE

PLACEMENT OF AGGREGATE SURFACING. ALL SEGMENTS OF THE RECONDITIONED ROAD SHALL

BE APPROVED IN WRITING BY THE COR PRIOR TO SURFACE PLACEMENT.

8. ALL CULVERTS SHALL HAVE A MINIMUM OF ONE FOOT OF COVER, NOT INCLUDING SURFACING, MEASURED FROM THE TOP OF THE CULVERT.

9. SUBMISSION OF A TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED BY THE COR 10

DAYS PRIOR TO THE START OF EARTH MOVING CONSTRUCTION.

10. CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL NECESSARY BARRICADES, SUITABLE

AND SUFFICIENT WARNING LIGHTS, DANGER SIGNALS, AND WARNING SIGNS AND FURNISH ALL

NECESSARY TRAFFIC CONTROL FLAGGING. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN

FOR THE PROTECTION OF THE WORK AND SAFETY OF THE PUBLIC. ALL SIGNS AND DEVICES

REMAIN THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNS AS REQUIRED BY MUTCD STANDARDS.

11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR THIS TYPE

OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.

12. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT THE PROJECT SITE. THE NEAREST

SOURCE IS LOCATED IN THE CITY OF PAYSON.

13. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF TWENTY

MINUTES.

14. BERMS OF MATERIALS OR OTHER OBSTRUCTIONS CAUSED BY MAINTENANCE OPERATIONS

SHALL BE REMOVED PRIOR TO THE END OF EACH DAY'S OPERATIONS AND ARE NOT TO REMAIN

OVERNIGHT, WEEKENDS, AND HOLIDAYS, IF, DUE TO WEATHER CONDITIONS OR EQUIPMENT

BREAKDOWNS, BERMS OR OBSTRUCTIONS CANNOT BE REMOVED, THEY SHALL BE SIGNED AS A

HAZARD AND VISIBLY ILLUMINATED AT NIGHT.

15. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM THE REQUIRED ROAD

MAINTENANCE.

16. CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS REQUIRED BY THE FIRE PLAN(S).

17. CONTRACTOR'S EQUIPMENT PROVIDED FOR THE PERFORMANCE OF THE WORK SHALL BE OF THE

APPROPRIATE SIZE, TYPE AND NUMBER, AND IN GOOD WORKING CONDITION, SUITABLE FOR THE WORK

REQUIRED. OPERATORS SHALL BE COMPETENT AND EXPERIENCED IN THE OPERATION OF THE

EQUIPMENT. EQUIPMENT SHALL HAVE SAFETY SIGNING AND APPURTENANCES REQUIRED BY OSHA

SUCH AS ROLLOVER PROTECTION (ROPS), FIRE SUPPRESSION DEVICES, LIGHTS AND SLOW MOVING

VEHICLE SIGNS. GRADING EQUIPMENT MUST BE CAPABLE OF CUTTING, CROWNING AND SHAPING

OPERATIONS NECESSARY TO SUCCESSFULLY PERFORM THE TASKS OF THIS CONTRACT. THE

CONTRACTOR'S EQUIPMENT SHALL BE MADE AVAILABLE FOR INSPECITON PRIOR TO NOTICE TO

PROCEED. IF AT ANY TIME DURING THE COURSE OF THIS CONTRACT, THE EQUIPMENT IS DEEMED

UNSATISFACTORY OR UNSAFE, THE CONTRACTING OFFICER MAY REQUIRE REMOVAL AND A

SATISFACTORY REPLACEMENT AT NO EXPENSE TO THE GOVERNMENT. ANY MOVEMENT OR

TRANSPORTATION OF EQUIPMENT TO OR FROM WORK AREAS, TO REPAIR OR REPLACE EQUIPMENT, OR FOR THE CONTRACTOR'S CONVENIENCE SHALL BE AT THE CONTRACTOR'S EXPENSE.

18. PUBLIC AND PRIVATE PROPERTY ALONG AND ADJACENT TO THE PROJECT SHALL NOT BE DAMAGED.

ANY DAMAGED OR DESTROYED PROPERTY SHALL BE PROMPTLY REPAIRED OR REPLACED AT THE

CONTRACTOR'S EXPENSE. WHEN OPERATING ADJACENT TO RAILWAYS, TELEGRAPH, TELEPHONE,

POWER LINES OR ANY OTHER TYPE OF PUBLIC UTILITY, THE CONTRACTOR SHALL MAKE ALL

NECESSARY ARRANGEMENTS TO PREVENT DAMAGE AND SHALL ASSUME ALL RESPONSIBILITIES

SHOULD ANY DAMAGE OCCUR.

19. CONTRACTOR'S OPERATION SHALL BE CONDUCTED SO AS TO PREVENT SILTATION OF STREAM BEDS, LAKES, STOCK TANKS OR RESERVOIRS. POLLUTANTS SUCH AS FUELS, LUBRICANTS, BITUMEN, AND

ANY OTHER HARMFUL MATERIAL SHALL NOT BE DISCHARGED ON FOREST SERVICE LANDS.

20. VEHICLES AND MECHANIZED EQUIPMENT SHALL NOT BE OPERATED OUTSIDE THE EXISTING ROAD

PRISM, INCLUDING IDLING, WITHOUT PRIOR ARCHEOLOGICAL SURVEY AND CLEARANCE. THE

CONTRACTOR SHALL CONTACT THE COR FOR APPROVAL IF SUCH OPERATION IS REQUIRED.

21. CONTRACTOR IS RESPONSIBLE FOR CONTACTING BLUESTAKE (800-782-5348) PRIOR TO WORK IF

THERE IS ANY RISK OF HITTING UNDERGROUND UTILITIES WHILE PERFORMING ANY EXCAVATION

WORK REQUIRED AS PART OF THIS CONTRACT.

22. RESHAPE AGGREGATE SURFACE PER THE TYPICAL DETAILS. REMOVE AND/OR REPAIR

IRREGULARITIES IN THE SURFACE. COMPACT PER FSSS SECTION 301.05 METHOD “A” UNTIL ALL

VISUAL DISTURBANCES CEASE.

23. RECONDITIONING AT CURVES SHALL BE COMPLETE PER PAGE C-01 " TYPICAL CROSS-SECTION WITH

AGGREGATE SURFACING AND ROADWAY DITCH" TO ENSURE A MINIMUM CROSS SLOPE OF 2%.

24. CAUTION: ADDITIONAL CULVERT INLET ROCK HEADWALLS MAY EXIST THROUGHOUT THE PROJECT

WORK AREA, DO NOT DISTURB. CONTACT THE COR IMMEDIATELY OR PRIOR TO WORK IN THE AREA.

25. FEDERALLY THREATENED/ ENDANGERED SPECIES, FOREST SERVICE SENSITIVE SPECIES, OR BALD

OR GOLDEN EAGLES ARE NESTING WITHIN THE VICINITY OF 0.5 MILES OF THE PROJECT AREA.

SEASONAL RESTRICTIONS FOR OPERATIONS ARE EFFECTIVE DURING THE BREEDING SEASON (MARCH

1 TO SEPTEMBER 1) TO PREVENT DISTURBANCE OF THE AFFECTED SPECIES.

26. INCREASED SURFACING DEPTHS SHALL BE STAKED BY THE COR.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

NATURAL GROUND

ROAD TEMPLATE

TRAVELED WAY

12' MIN - 14' MAX

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING

AND WITHOUT ROADWAY DITCH

CLEARING WIDTH*

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

M

I N

4" MIN. COMPACTED DEPTH

M

IN

O U

T S

L O

P E

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING

AND ROADWAY DITCH

NATURAL GROUND

4" MIN. COMPACTED DEPTH

ROAD TEMPLATE

M

IN 2%

INSLOPE

TRAVELED WAY

12' MIN - 14' MAX

3'

M

I N

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING,

CROWN, AND ROADWAY DITCH

CLEARING WIDTH*

M

I

N TRAVELED WAY

12' MIN - 14' MAX

MIN 2% MIN 2%

NATURAL GROUND

ROAD TEMPLATE

4" MIN. COMPACTED DEPTH

3'

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

TYPICAL ROADWAY

DITCH

CLEARING WIDTH*

TYPICAL ROADWAY

DITCH

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

INTERSECTION GRADING AND SHAPING

INTERSECTING ROAD

4" AGGREGATE SURFACE

DITCH FLOW LINE

C

L

MAINTAIN EXISTING DITCH FLOW LINES

TO ENSURE POSITIVE DRAINAGE AWAY

FROM THE EXISTING INTERSECTING

ROAD.

R O

A D

W I D

T H

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL ROADWAY

DETAILS

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

C-01

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

* DITCH

TOP OF CUT

W

I

N

G

D

I

T

C

H

L

E

A

O

F

T

C

H

GRADE

B L O

C K

D I T

C H

W

I

N

G

D

I

T

C

H

F L O

W

T

L

L

GRADE

GRADE

E X

I S

T I N

G

D

R A

I N

T

L

L

T

P

C

U

T

F

L

O

W

25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN

G

R

A

T

R

A

I N

INSTALL DITCH BLOCK

(IF NECESSARY)

NATURAL GROUND

CLEARING & SEEDING

15' (TYP.)

ROADBED

CLEARING &

SEEDING

10'

WIDTH

12"

MIN

EXCAVATED

MATERIAL

CLEARING &

SEEDING

12"

8"

24"

MIN

24" MIN

OR 6"+D

ROADBED EDGE

COMPACTED

TO 95%±

LEAD OFF DITCH

FLAT BOTTOM DITCH

WING DITCH

DITCH BLOCK

SAMPLE DITCH TYPICAL

NOTES:

1. THE SLOPE OF LEAD-OFF DITCHES SHALL BE CONSTRUCTED TO A MINIMUM OF -2% SLOPE WITHIN THE PREVIOUSLY

EXISTING DISTURBED SOIL.

2. DITCH BLOCK WILL NOT BE REQUIRED WHEN INLET BASIN IS IN A SAG.

3. DITCH BLOCK ELEVATION SHALL BE 4" LOWER THAN THE ADJACENT SUBGRADE ELEVATION.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL DITCH

DETAILS

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

C-02

AutoCAD SHX Text

* DITCH

AutoCAD SHX Text

* DITCH

AutoCAD SHX Text

ROADBED

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

M

X

X

X

SUBGRADE

0.5-2.5'

NOT TO SCALE

AB B

A

TOE

(H) INSIDE

10'

10'

START

DIP

END

DIP

CREST

DITCH/BOTTOM

MIDPOINT

DRAIN LINE

0-10% ANGLE

(H) OUTSIDE

L

STATIONED ON PLANS

P

D

O

W

N

G

R

A

D

E

ROLLING DIP NOTES:

1. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED

THROUGH THE DIP.

2. THE DRAIN LINE SHALL BE SKEWED OFF OF THE ROADBED TO

ALLOW POSITIVE DRAINAGE, UNLESS OTHERWISE FLAGGED.

3. FOR DIPS ON AGGREGATE SURFACE ROADS, ADD DEPTH OF

COMPACTED SURFACE TO DIMENSION (H).

4. ROLLING DIP CONSTRUCTION, COMPACTION AND TOLERANCES

SHALL BE IN ACCORDANCE WITH FSSS SECTION 301.05, METHOD A.

5. ALL DITCHES ASSOCIATED WITH ROLLING DIP STRUCTURES SHALL

BE MAINTAINED WITHIN THE PROJECT SITE.

6. DIRECTION OF EXISTING WATER FLOW SHALL BE MAINTAINED.

NOT TO SCALE

ROLLING DIP CONSTRUCTION DIMENSIONS

TYPE "1"

%GRADE

LENGTH

DEPTH (H)

A B

OUTSIDE

EDGE

INSIDE

EDGE

0-4% 18 55 0.9' 0.4'

5-8% 16 85 0.8' 0.3'

9-12% 15 110 0.7' 0.3'

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

TYPICAL ROLLING DIP

DETAILS

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

C-03

AutoCAD SHX Text

ROAD GRADE LINE

AutoCAD SHX Text

GRAVEL SURFACE

AutoCAD SHX Text

ROLLING DRAINAGE DIP PROFILE

AutoCAD SHX Text

ROLLING DRAINAGE DIP PERSPECTIVE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

WORK DESCRIPTION

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

C-04

WORK DESCRIPTION - FSR 300

MILE POINT 7.43 - 12.99: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH FP-14 SECTION 301, LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE

(USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE WITH THE FP-14 AND

FSSS SPECIFICATIONS SECTION 301 UTILIZING CINCH HOOK PIT AGGREGATE STOCKPILE, LOCATED ON

THE JUNCTION OF AZ-87 AND AZ-260.

PROJECT M.P.

7.43 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' MIN TO 14' MAX AND CLEANING AND SHAPING

OF ROADSIDE DITCHES ON BOTH SIDES.

7.48 CLEAN EXISTING 24” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

7.58 REMOVE AND REPLACE EXISTING 24" CMP PIPE, CLEAN AND SHAPE CATCHMENTS AND DITCHES.

7.85 MAINTAIN EXISTING INTERSECTION OF FSR 300K ON THE RIGHT.

7.89 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

8.41 RECONDITION EXISTING CURVE PER GENERAL NOTE 23 ON PAGE G-04.

8.44 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

8.45 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

8.46 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

8.51 RECONDITION EXISTING CURVE PER GENERAL NOTE 23 ON PAGE G-04.

8.65 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

8.67 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

9.03 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

9.05 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

9.18 MAINTAIN EXISTING INTERSECTION OF FSR 320A ON THE LEFT.

9.73 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

9.75 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

10.18 RECONDITION EXISTING CURVE PER GENERAL NOTE 23 ON PAGE G-04.

10.30 PROTECT EXISTING CATTLE GUARD IN PLACE.

10.32 MAINTAIN EXISTING INTERSECTION OF FSR 501 ON THE LEFT.

10.45 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

10.74 CLEAN TWO EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS

AND DITCHES.

10.83 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

11.01 CLEAN EXISTING 30” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

11.14 MAINTAIN EXISTING INTERSECTION OF FSR 123 ON THE LEFT.

11.17 RECONDITION EXISTING CURVE PER GENERAL NOTE 23 ON PAGE G-04. CLEAN EXISTING 18” CMP

CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND DITCHES.

11.42 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

11.46 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

11.54 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

WORK DESCRIPTION - FSR 300 (CONTINUED)

11.56 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

11.58 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

11.74 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

11.81 CLEAN EXISTING 24” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

11.84 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

11.86 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

11.94 MAINTAIN EXISTING INTERSECTION OF FSR 705 ON THE LEFT.

12.00 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.05 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

12.07 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

12.09 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.11 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

12.13 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

12.14 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

12.15 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.16 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

12.23 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

12.25 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

12.26 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.35 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

12.37 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

12.42 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.46 MAINTAIN EXISTING INTERSECTION OF FSR 392 ON THE LEFT.

12.52 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.60 BEGIN INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301.

12.62 END INCREASED RESURFACING TO A MINIMUM DEPTH OF 8" COMPACTED, IN ACCORDANCE WITH

THE FP-14 AND FSSS SPECIFICATIONS SECTION 301. CONTINUE RESURFACING AT A DEPTH 4"

COMPACTED.

12.69 MAINTAIN EXISTING INTERSECTION OF FSR 393 ON THE LEFT.

12.75 MAINTAIN EXISTING INTERSECTION OF FSR 394 ON THE RIGHT. CLEAN EXISTING 18” CMP CULVERT

INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND DITCHES.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

WORK DESCRIPTION

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

C-05

WORK DESCRIPTION - FSR 300 (CONTINUED)

MILE POINT 7.43 - 12.99: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH FP-14 SECTION 301, LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE

(USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE WITH THE FP-14 AND

FSSS SPECIFICATIONS SECTION 301 UTILIZING CINCH HOOK PIT AGGREGATE STOCKPILE, LOCATED ON

THE JUNCTION OF AZ-87 AND AZ-260.

PROJECT M.P.

12.87 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.96 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

12.99 END OF PROJECT AT THE JUNCTION OF FSR 300 AND FSR 95. END RECONDITIONING OF ROAD AND

RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A

ROAD WIDTH OF 12' MIN -14' MAX AND CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH

SIDES.

MILE POINT 6.43 - 7.43: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH FP-14 SECTION 301, LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE

(USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE WITH THE FP-14 AND

FSSS SPECIFICATIONS SECTION 301 UTILIZING CINCH HOOK PIT AGGREGATE STOCKPILE, LOCATED ON

THE JUNCTION OF AZ-87 AND AZ-260.

PROJECT M.P.

6.43 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' MIN TO 14' MAX AND CLEANING AND SHAPING

OF ROADSIDE DITCHES ON BOTH SIDES.

6.51 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.52 MAINTAIN EXISTING INTERSECTION OF FSR 659A ON THE RIGHT.

6.62 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.72 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.83 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.86 MAINTAIN EXISTING TRAIL HEAD FOR KEHL SPRINGS LOOP ON THE RIGHT.

7.09 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

7.16 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

7.22 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

7.28 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

7.34 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

7.42 MAINTAIN EXISTING INTERSECTION OF FSR 659 ON THE RIGHT.

7.43 END OF OPTION AT THE JUNCTION OF FSR 300 AND FSR 141. END RECONDITIONING OF ROAD

AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING

ACROSS A ROAD WIDTH OF 12' MIN -14' MAX AND CLEANING AND SHAPING OF ROADSIDE DITCHES

ON BOTH SIDES.

WORK DESCRIPTION - FSR 300 OPTION 2 (IF AWARDED)

MILE POINT 5.43 - 6.43: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH FP-14 SECTION 301, LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE

(USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE WITH THE FP-14 AND

FSSS SPECIFICATIONS SECTION 301 UTILIZING CINCH HOOK PIT AGGREGATE STOCKPILE, LOCATED ON

THE JUNCTION OF AZ-87 AND AZ-260.

PROJECT M.P.

5.43 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' MIN TO 14' MAX AND CLEANING AND SHAPING

OF ROADSIDE DITCHES ON BOTH SIDES.

5.48 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

5.68 MAINTAIN EXISTING INTERSECTION OF FSR 308 ON THE RIGHT.

5.83 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

5.93 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.04 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.09 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.14 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.21 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.27 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.40 CLEAN EXISTING 24” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

6.43 END OF OPTION AT M.P. 6.43. END RECONDITIONING OF ROAD AND RESURFACING

WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH

OF 12' MIN -14' MAX AND CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES.

WORK DESCRIPTION - FSR 300 (CONTINUED)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/3 1/2

0 1 5:

M

BU

RK

ET

T

C:

\U

SE

RS

\M

BU

RK

ET

T\

BO

X\

CO

NT

RA

CT

A

DM

IN

\C

OC

ON

IN

O\

FY

\F

SR

0 -

RE

CO

ND

IT

IO

N

AN

D

SU

RF

AC

E\

AC

AD

-D W

GS

\F

SR

0 D

RA

W

IN

GS

2.D

W G;

R3

SOUTHWESTERN REGION

FSR 300

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

MOGOLLON RIM RANGER

DISTRICT

WORK DESCRIPTION

1/9/2020

MARC BURKETT

MARC BURKETT

S. UNTALAN

C-06

WORK DESCRIPTION - FSR 300 OPTION 3 (IF AWARDED)

MILE POINT 4.43 - 5.43: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH FP-14 SECTION 301, LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE

(USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE WITH THE FP-14 AND

FSSS SPECIFICATIONS SECTION 301 UTILIZING CINCH HOOK PIT AGGREGATE STOCKPILE, LOCATED ON

THE JUNCTION OF AZ-87 AND AZ-260.

PROJECT M.P.

4.43 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF

CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' MIN TO 14' MAX AND CLEANING

AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES.

4.45 CLEAN EXISTING 24” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

4.55 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

4.62 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES. CLEAN EXISTING 24” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE

CATCHMENTS AND DITCHES.

4.65 MAINTAIN EXISTING INTERSECTION OF FSR 6108 ON THE LEFT.

4.67 MAINTAIN EXISTING INTERSECTION OF FSR 6109 ON THE RIGHT.

4.71 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

4.78 CLEAN TWO EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS

AND DITCHES.

4.90 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

5.04 CLEAN EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS AND

DITCHES.

5.29 CLEAN TWO EXISTING 18” CMP CULVERT INLET AND OUTLET, CLEAN AND SHAPE CATCHMENTS

AND DITCHES.

5.43 END OF OPTION AT M.P. 5.43. END RECONDITIONING OF ROAD AND RESURFACING

WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH

OF 12' MIN -14' MAX AND CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Sheets and Views
FSR 300 Drawings2-Cover
FSR 300 Drawings2-MAP
FSR 300 Drawings2-MAP2
FSR 300 Drawings2-GN
FSR 300 Drawings2-TYP1
FSR 300 Drawings2-TYP2
FSR 300 Drawings2-TYP3
FSR 300 Drawings2-WD1
FSR 300 Drawings2-WD2
FSR 300 Drawings2-WD3

File details come from the government source that posted it. Updated .