Attachment 4 - NFSR 307-310 Road and Parking Lot Reconstruction Plans (signed) v2.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

NFSR 307 AND 310 ROAD

FROM FLAGSTAFF: HEAD NORTHEAST ON ROUTE 89 FOR 51 MILES. TURN ONTO ARIZONA ROUTE 64.

REMAIN ON ARIZONA ROUTE 64 FOR 36 MILES. TURN LEFT ONTO NFSR 307. STAY ON NFSR 307 FOR

15.6 MILES. TURN RIGHT ON NFSR 310. PROJECT SITE WILL BE ON THE LEFT.

AND PARKING LOT RECONSTRUCTION

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

DIRECTOR OF RECREATION DATE

5/2 0/2

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ARIZONA

COCONINO COUNTY

SOUTHWEST REGION

KAIBAB NATIONAL FOREST

TUSAYAN RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

C01 COVER SHEET 05/19/2025

C02 GENERAL NOTES 05/19/2025

C03 GENERAL NOTES 05/19/2025

C04 PARKING LOT IMPROVEMENTS 05/19/2025

C05 PARKING LOT HORIZONTAL CONTROL PLAN 05/19/2025

C06 SITEWORK DETAILS 05/19/2025

C07 ROADWORK CONTRACT MAP 05/19/2025

C08 ROADWORK DETAILS 05/19/2025

C09 ROADWORK DETAILS 05/19/2025

C10 ROADWORK DETAILS 05/19/2025

C11 ROADWORK DESCRIPTION 05/19/2025

C12 ROADWORK DESCRIPTION 05/19/2025

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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R03

SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

GENERAL NOTES

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C02 002 12

GENERAL NOTES (CONT'D) GENERAL NOTES (CONT'D)GENERAL NOTES (CONT'D) GENERAL NOTES (CONT'D)

G1. DEFINITIONS

THE "CONTRACTING OFFICER" AS

REFERENCED HERIN REFERS TO THE

GOVERNMENT CONTRACTING OFFICER

OVERSEEING THE CONTRACT. THE

"CONTRACTOR" AS REFERENCED HEREIN

REFERS TO THE COMPANY OR PERSON

PERFORMING THE INSTRUCTED WORK.

G2. SCOPE

THE NOTES ON THIS SHEET AND THE

STANDARD DETAILS ARE GENERAL AND

APPLY TO THE ENTIRE PROJECT WHETHER

SPECIFICALLY CALLED OUT OR NOT, EXCEPT

WHERE THERE ARE SPECIFIC INDICATIONS

TO THE CONTRARY ON THE DRAWING

SHEETS. IF THERE ARE QUESTIONS, THEY

SHALL BE SUBMITTED TO THE CONTRACTING

OFFICER AND ANSWERED IN WRITING PRIOR

TO CONSTRUCTION.

G3. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL

DETAILING TO BE USED ON THIS PROJECT. IF

CONDITIONS ARE NOT EXPLICITLY SHOWN ON

THE DRAWINGS THEY SHALL BE MADE

SIMILAR TO THE STANDARD DETAILS. OBTAIN

APPROVAL OF CONTRACTING OFFICER IN

WRITING FOR SIMILAR CONDITIONS PRIOR TO

CONSTRUCTION.

G4. COMPLETE & OPERABLE SYTEMS

FURNSH AND INSTALL COMPLETE AND

OPERABLE SYSTEMS AND FEATURES OF

WORK. IF THERE IS AN OMISSION ON THE

PLANS, SUCH OMISSION SHALL NOT BE

CONSTRUED TO MEAN THAT THE

CONTRACTOR IS NOT REQUIRED TO FURNISH

OR PROVIDE ALL THAT IS NECESSARY FOR

COMPLETE AND OPERABLE SYSTEMS AND

FEATURES OF WORK.

G5. ANY CHANGES TO THE DESIGN AS SHOWN

MUST BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER BEFORE CHANGES

ARE MADE. THIS INCLUDES CHANGES

REQUESTED BY THE CONTRACTOR AND

SUBCONTRACTORS.

G6. THE CONTRACTOR SHALL CONTACT THE

APPROPRIATE BLUE STAKE TO MARK AND

IDENTIFY UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

G7. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO

COORDINATE NEW CONSTRUCTION. SUBMIT

REQUIRED CHANGES FOR APPROVAL.

G8. CONTRACTORS WORKING WITHIN THE

PROJECT BOUNDARIES ARE RESPONSIBLE

FOR COMPLIANCE WITH ALL JURISDICTIONAL

SAFETY LAWS AND REGULATIONS.

G9. THE CONTRACTOR SHALL OBTAIN ANY

NECESSARY PERMITS AND ASSOCIATED

FEES, AS REQUIRED, TO PERFORM THE

WORK.

G10. CONTRACTOR SHALL PROVIDE ADEQUATE

SIGNING, BARRICADES, FLAGGING, ETC. AND

TAKE NECESSARY SAFETY MEASURES TO

PROTECT THE PUBLIC DURING

CONSTRUCTION, PER MUTCD AND OSHA.

G11: CONTRACTOR EQUIPMENT

EQUIPMENT SHALL BE OF THE APPROPRIATE

SIZE, TYPE, AND MODEL, AND IN GOOD

WORKING CONDITION, SUITABLE FOR THE

WORK REQUIRED. OPERATORS SHALL BE

COMPETENT, EXPERIENCED, AND CERTIFIED

IN THE OPERATION OF 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 BY CAPABLE OF CUTTING,

CROWNING, AND SHAPING MATERIAL TO

PERFORM THE TASKS OUTLINED IN THE

PROJECT. EQUIPMENT SHALL BE MADE

AVAILABLE FOR INSPECTION PRIOR TO

NOTICE TO PROCEED. IF, AT ANY TIME

DURING THE CONTRACT, THE EQUIPMENT IS

DEEMED UNSATISFACTORY OR UNSAFE, THE

CONTRACTING OFFICER MAY REQUIRE

REMOVAL AND 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.

PRIOR TO ENTERING FOREST LANDS, ENSURE

EQUIPMENT IS WASHED, CLEANED, AND

INSPECTED FOR NOXIOUS WEEDS, SOIL,

VEGETATIVE MATTER, AND OTHER DEBRIS.

PARTICULARLY THE EQUIPMENT

UNDERCARRIAGE.

G12. ARCHEOLOGICAL DISCOVERY

IN THE EVENT OF INADVERTENT DISCOVERY

OF POSSIBLE ARCHEOLOGICAL RESOURCES,

STOP WORK IN THE IMMEDIATE VICINITY AND

CONTACT THE CONTRACTING OFFICER.

SECURE THE AREA AND RELOCATE WORK TO

ANOTHER ARE OF THE PROJECT.

G13. ONSITE UTILITIES

THERE IS NO WATER, ELECTRICAL, OR

SANITARY FACILITIES AVAILABLE FOR

CONTRACTOR USE AT THE PROJECT SITE.

G14. PRESERVATION OF NATURAL FEATURES

A. PREVENT DAMAGE TO NATURAL

SURROUNDINGS. RESTORE DAMAGED AREAS,

REPAIRING OR REPLACING DAMAGED TREES

AND PLANTS, AT NO COST TO THE

GOVERNMENT.

B. DO NOT REMOVE, INJURE, OR DESTROY

TREES OR OTHER PLANTS WITHOUT PRIOR

APPROVAL, OR AS INDICATED IN THE

CONTRACT.

C. SUPERVISE EXCAVATING, GRADING,

BACKFILLING, AND OTHER OPERATIONS NEAR

TREES TO PREVENT DAMAGE.

D. INTEGRATE TREE PROTECTION MEASURES

AS DETAIL ON SHEET C-10 / 2 FOR TREES

DIRECTLY ADJACENT TO, OR IN THE

IMMEDIATE VICINITY OF, CLEARING,

GRUBBING, AND EXCAVATION ACTIVITIES.

G15. CONTRACTOR USE OF PREMISES

LIMIT USE OF PREMISES TO WORK WITHIN

THE CONSTRUCTION LIMITS. DO NOT DISTURB

PORTIONS OF THE SITE BEYOND WHERE

CONSTRUCTION LIMITS ARE INDICATED.

G16. WORK SCHEDULING

NORMAL WORKING HOURS FOR

CONSTRUCTION ARE 0700 TO 1800, MONDAY

THROUGH SUNDAY. REQUESTS FOR

ADDITIONAL HOURS REQUIRES WRITTEN

APPROVAL BY THE C.O. WITH SEVEN (7) DAYS

ADVANCED NOTICE.

G17. WHEN THE TERMS "REMOVE", "DISPOSE",

"DEMOLISH", OR "DEMO" ARE USED, DISPOSE

LEGALLY OFFSITE IN ACCORDANCE WITH

APPLICABLE LOCAL, COUNTY, STATE, AND

FEDERAL JURISDICTIONS. ANY SALVAGE

VALUE AS A RESULT OF THE WORK SHALL BE

INCLUDED IN THE INITIAL BIDDING

DOCUMENT.

GENERAL NOTES (PARKING LOT) LINE SYMBOLOGY

EXSISTING TRAVEL AREA

CENTERLINE OF ROAD

LEGEND

EXISTING TREE

PROPOSED BOULDER

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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R03

SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

GENERAL NOTES

(CONT'D)

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C03 003 012

1. THE SPECIFIED SOURCE OF CRUSHED AGGREGATE SURFACING MATERIAL FOR NFSR 307

AND 310 RECONDITIONING AND RESURFACING PROJECT WILL BE AVAILABLE AT CRAZY COW

PIT, LOCATED OFF NFSR 2719.

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

CULVERT CATCHMENTS AND ROLLING DIP OUTFLOW. CONTRACTOR SHALL NOT PLACE

CRUSHED AGGREGATE IN THE FLOW LINE OF LOW WATER CROSSINGS.

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 ALL CATTLE GUARDS AND 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 FP-24 AND FSSS

SECTION 303. ANY EXCESS MATERIAL MAY BE USED TO MEET NOTE 8 BELOW.

5. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FEATURES, (I.E.: LEAD OUTS,

FURROW DITCHES, DITCHES, ETC.). THIS WORK SHALL BE CONSIDERED INCIDENTAL TO

FSSS SECTION 303. ANY EXCESS MATERIAL MAY BE USED TO MEET NOTE 7 BELOW.

6. 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.

7. ALL CULVERTS SHALL HAVE A MINIMUM OF ONE FOOT OF COVER, NOT INCLUDING

SURFACING, MEASURED FROM THE TOP OF THE CULVERT, PER FP-24 SECTION 209.

8. SUBMISSION OF A TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED BY THE

COR 30 DAYS PRIOR TO INTENDED USE.

9. 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.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR THIS

TYPE OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.

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

SOURCE IS LOCATED IN THE TOWN OF TUSAYAN.

12. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF 30 MINUTES.

13. 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.

14. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING,

TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM

THE REQUIRED ROAD MAINTENANCE.

15. CONTRACTOR SHALL FURNISH ALL EQUIPMENT/PERSONNEL AS REQUIRED BY THE FIRE

PLAN(S).

16. 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. PER FP-24 SECTION 107. REFER TO NOTE 19 BELOW.

17. 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.

18. 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.

19. CONTRACTOR IS RESPONSIBLE FOR CONTACTING BLUESTAKE PRIOR TO WORK IF

THERE IS ANY RISK OF HITTING UNDERGROUND UTILITIES WHILE PERFORMING ANY

EXCAVATION WORK REQUIRED AS PART OF THIS CONTRACT.

20. 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.

21. ALL CONSTRUCTION VEHICLES SHALL BE CLEAN AND FREE OF WEEDS AND OTHER

HARMFUL MATERIALS PRIOR TO MOBILIZING ONTO NATIONAL FOREST LANDS.

22. RECONDITIONING AT CURVES SHALL BE COMPLETE PER PAGE C-01 "TYPICAL CROSS

SECTIONS WITH AGGREGATE SURFACING AND ROADWAY DITCH" TO ENSURE A

MAXIMUM CROSS SLOPE OF 5%.

23. THERE ARE NO FEDERALLY THREATENED/ENDANGERED SPECIES, FOREST SERVICE

SENSITIVE SPECIES OR BALD OR GOLDEN EAGLES NESTING WITHIN 0.5 MILES OF THE

PROJECT AREA. THERE ARE NO SEASONAL RESTRICTIONS FOR OPERATIONS.

GENERAL NOTES (ROAD CONDITIONING)

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24'

85'

20'

20'

24'

2 TYP

TYP

TYP

2TYP

2TYP

2TYP

2TYP

2TYP TYP

2 TYP

3 TYP

3 TYP

3 TYP

3 TYP

3TYP

EXISTING AZ

TRAIL

44 SPACES

45 SPACES

46 SPACES

6 2 SPACES

12' 12'

6'

15'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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R03

SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

TRAILHEAD PARKING

IMPROVEMENTS

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C04 004 012

1"=20' 0 40 80

1. CONSTRUCT 4" AGGREGATE COMPACTED

SURFACE. USE FSSS 703 GRADATION "T"

FOR ALL DRIVES AND PARKING SPACES.

INSTALL PER FP-24 AND SUPPLEMENTAL

SPECIFICATIONS. REFER TO DETAILS ON

SHEET C08 FOR TYPICAL ROAD SECTION

CONSTRUCTION.

2. INSTALL BARRIER BOULDERS SEE DETAIL

ON SHEET C06 FOR SIZING AND SPACING.

3. TREES SHOWN IN THE DRAWINGS ARE TO

REMAIN IN PLACE.

4. PASSENGER VEHICLE PARKING SPACE.

NUMBER OF SPACES NOTED.

5. TRUCK/TRAILER PARKING SPACE.

6. ACCESSIBLE PARKING SPACES. NUMBER

OF SPACES NOTED.

7. NFSR 310 AND 307 GRADING TO BE

COMPLETED ON ROADWORK

SPECIFICATIONS. REFER TO SHEETS

C07-C12.

CONSTRUCTION NOTES

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24'

85'

20'

20'

24'

CONTROL

POINT #1

CONTROL

POINT #2

EXISTING

AZ TRAIL

EXISTING

RESTROOM

EXISTING

INFORMATION

KIOSK

EXISTING

ROAD

LIMITS

EXISTING ROAD

LIMITS

12' 12'

6'

EXISTING ROAD

LIMITS

EXISTING

GRANDVIEW

TOWER

15'

LIMITS TO AREA

TO IMPROVE

FOR ACCESS TO

EXISTING

AMENITIES

1000.00

104105

132 133

N69°41'01"E

56.03'

L=67.86, R=60.00 D=64.80

L=104.68, R=374.63 D=16.01

S26°59'11"E

296.95'

S27°51'48"E 39.70'

S23°06'58"E

S22°17'38"E

9.99'

L=48.99, R=38.96 D=72.05

L=28.59, R=96.90 D=16.90

S27°35'27"E

97.53'

POINT TABLE

POINT #

NORTHING

1803715.09

1803731.70

1803483.52

1803487.52

1803477.20

1803487.46

1803494.34

1803494.47

1803490.83

1803539.87

1803545.62

1803559.33

1803580.84

1803610.32

1803614.44

1803609.72

1803654.91

1803657.18

1803676.38

1803705.14

1803714.56

1803715.78

1803763.96

1803752.09

1803750.69

1803775.32

1803830.82

1803726.49

1803756.06

1803734.90

1803639.97

EASTING

688536.62

688620.98

688684.06

688653.16

688625.29

688563.16

688555.92

688535.11

688531.29

688491.41

688499.74

688502.42

688489.32

688473.85

688460.18

688451.58

688427.89

688432.57

688439.91

688432.67

688423.81

688413.05

688440.21

688449.37

688455.61

688503.80

688520.31

688573.68

688519.03

688510.27

688558.60

POINT TABLE

POINT #

NORTHING

1803635.68

1803586.67

1803564.23

1803524.99

1803526.06

1803564.80

1803488.97

1803509.82

1803519.85

1803512.38

1803592.33

1803678.77

1803702.39

1803728.10

1803723.60

1803629.07

1803608.91

1803559.90

1803553.34

1803753.43

1803788.37

1803741.75

1803673.21

1803586.58

1803503.82

1803746.42

1803766.05

1803772.63

1803799.43

1803792.73

1803799.27

EASTING

688583.22

688608.18

688597.16

688617.14

688644.37

688644.15

688622.02

688678.81

688592.83

688571.80

688510.39

688465.22

688457.15

688465.84

688489.07

688537.20

688530.65

688555.60

688575.77

688487.34

688555.71

688464.49

688454.58

688499.85

688563.39

688587.39

688594.69

688608.58

688595.08

688580.95

688561.26

S62°55'57"W76.78'

S62°55'57"W 25.67'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

PARKING LOT

HORIZONTAL CONTROL

PLAN

XX/XX/XXXX

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L.ROLLINS

R.SHAW

C05 005 012

1"=20' 0 40 80

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BOULDER NOTES

1. PLACE ROCKS IRREGULARLY IN LUMPS OF GROUPINGS OF ONE (1)

TO THREE (3) ROCKS, WEATHERED SIDE UP.

2. DO NOT PLACE BOULDERS IN A STRAIGHT LINE.

3. BOULDER LOCATIONS SHOWN ARE RELATIVE. FINAL PLACEMENT

AND LOCATION SHALL BE APPROVED BY THE CONTRACTING

OFFICER PRIOR TO FINAL INSTALLATION.

4. USE BOULDERS WITH A MINIMUM DIAMETER OF TWENTY-FOUR (24)

INCHES.

5. SPACE ROCKS WITH A MINIMUM PASS-THROUGH OF 36", NOT TO

EXCEED 60", UNLESS OTHERWISE NOTED. DISTANCE APPLIES TO

EDGE OF ROAD AND NATURAL BARRIERS.

6. SET BOULDERS 1/3 TO 1/2 BELOW FINISHED GRADE.

7. USE NATURAL CONTROLS TO THE GREATEST EXTENT, SUCH AS

EXISTING TREES, SHRUBS AND ROCK OUTCROPINGS.

8. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH. FACE

WEATHER-SIDE UP.

9. USE ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE,

SUBJECT TO COR APPROVAL.

10. ONCE ROCKS WITHIN THE CONSTRUCTION AREA ARE EXPENDED,

CONTRACTOR SHALL PROVIDE SUITABLE ROCK FROM A

COMMERCIAL SOURCE.

LANDSCAPE BOULDER BARRIER

NOT TO SCALE

PLAN VIEW

SECTION VIEW

1' -6

" M

IN

EXISTING

GRADE

30" - 60"

SPACING

TREES AND

SHRUBS (TYP.)

LANDSCAPE

BOULDERS (TYP.)

24" MAX.

1/3 DEPTH

MIN.

36" (MIN. SPACING)

60" (MAX. SPACING)

4'-0" (MIN. SPACING)

4'-9" (MAX. SPACING)

EDGE OF ROAD

72" MIN.

18" MIN.

ACTUAL SPACING

SHALL BE AS STAKED

EXISTING TREES

EXISTING

TREES

36" (MIN. SPACING)

60" (MAX. SPACING)

85" MAX.

LANDSCAPE BOULDER BARRIER

NOT TO SCALE

PLAN VIEW

ELEVATION VIEW

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

SITE IMPROVEMENTS

DETAILS

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R,SHAW

C06 006 012

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 7/2

5 1 5:

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SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

ROADWORK CONTRACT

MAP

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C07 007 012

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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 HEEL/TOE OF

SLOPE +3 FT.

' M

IN

4" MIN. COMPACTED DEPTH

OUTSLOPE 4% ± 1%

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING

AND ROADWAY DITCH

NATURAL GROUND

4" MIN. COMPACTED DEPTH

ROAD TEMPLATE

INSLOPE 4% ± 1%

TRAVELED WAY

12' MIN - 14' MAX

3'

1'

' M

IN

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING,

CROWN, AND ROADWAY DITCH

CLEARING WIDTH*

' M

IN TRAVELED WAY

12' MIN - 14' MAX

4% ± 1%

NATURAL GROUND

ROAD TEMPLATE

4" MIN. COMPACTED DEPTH

3'

1'

3:1 TO 2:1

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEEL/TOE OF

SLOPE +3 FT.

TYPICAL ROADWAY

DITCH

CLEARING WIDTH*

TYPICAL ROADWAY

DITCH

*CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEEL/TOE OF

SLOPE +3 FT.

INTERSECTION GRADING AND SHAPING

INTERSECTING ROAD

4" AGGREGATE SURFACE

DITCH FLOW LINE

CL

MAINTAIN EXISTING DITCH FLOW LINES

TO ENSURE POSITIVE DRAINAGE AWAY

FROM THE EXISTING INTERSECTING

ROAD.

R O

AD

W

ID

TH

3:1

TO 2:

3:1

TO 2:

3:1 TO 2:1

3:1 TO 2:1

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

ROADWORK DETAILS

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C08 008 012

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* DITCH

TOP OF CUT

WING DITCH

LEAD

- O

FF D

ITC

H

GRADE

BL

O

C K

D

IT

C H

W

IN

G

DITCH

FL

O

W

TOE OF FILL

GRADEGRADE

EX

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N

G D

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N

TOE OF FILL

TOP OF CUT

FLO

W

24"

25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN AS SHOWN

IN DITCH BLOCK DETAIL

G R

AD

E TO

D R

AIN

INSTALL DITCH BLOCK

(IF NECESSARY)

4:14:1

NATURAL GROUND

12"

CLEARING 15' (TYP.)

ROADBED

1:1

CLEARING

10'

WIDTH

12"

MIN

1:1

3:11:1

ROADBED

EXCAVATED

MATERIAL

CLEARING

12"

8"

24"

MIN

24" MIN

OR 6"+D

ROADBED EDGE

3:13:1 D

COMPACTED

TO 95%±

LEAD OUT DITCH

FLAT BOTTOM DITCH

WING DITCH

DITCH BLOCK

SAMPLE DITCH TYPICAL

NOTES:

1. THE SLOPE OF LEAD OUT 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.

" M

IN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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SOUTHWEST REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

ROADWORK DETAILS

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C09 009 012

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* DITCH

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* DITCH

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10% MAX

12% MAX

10% MAX

ROAD GRADE LINE

SUBGRADE

0.5-2.5'

NOT TO SCALE

GRAVEL SURFACE

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

2 - 4%

DOWN

GRADE

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'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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R03

SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

DRAWING TITLE

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C10 010 012

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ROLLING DRAINAGE DIP PROFILE

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

ROADWORK

DESCRIPTION

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C11 011 012

WORK DESCRIPTION - NFSR 307

MILE POST 0.00 - 5.01: RECONDITION ROAD IN ACCORDANCE WITH FP-24 AND FSSS SECTION 303.

RESURFACE ROAD IN ACCORDANCE WITH THE FP-24 AND FSSS SECTION 301. LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM COMPACTED DEPTH OF 4"

UTILIZING CRAZY COW PIT AGGREGATE STOCKPILE. CLEAN OUT DRAINAGE STRUCTURES IN

ACCORDANCE WITH FP-24 SECTION 607. MAINTAIN ALL EXISTING CULVERTS, CATTLE GUARDS, LEAD

OUTS, AND ROAD JUNCTIONS, INCLUDING THOSE NOT LISTED.

PROJECT M.P.

0.00 JCT NFSR 310. BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED

DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 12' TO 14’ MAX WITH

CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES.

0.00 PROTECT IN PLACE EXISTING STOP SIGN ON THE LEFT.

0.01 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE RIGHT.

0.03 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE LEFT.

0.05 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.08 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.12 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.16 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.19 MAINTAIN EXISTING JUNCTION WITH AZ TRAIL ON THE LEFT.

0.20 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.20 CLEAN EXISTING CATTLE GUARD. 22'8" CATTLE GUARD WITH CONCRETE BASE.

0.21 MAINTAIN EXISTING JUNCTION WITH AZ TRAIL ON THE RIGHT.

0.32 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.40 PROTECT IN PLACE EXISTING 18" CULVERT.

0.46 REFORM EXISTING LEAD OUT ON THE RIGHT.

0.48 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.52 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.54 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.57 REFORM EXISTING LEAD OUT ON THE RIGHT.

0.59 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.61 CLEAN EXISTING 18" CULVERT.

0.69 MAINTAIN EXISTING LEAD OUT ON THE RIGHT. NFSR 307D TO THE RIGHT.

0.70 PROTECT IN PLACE EXISTING WARNING SIGN ON THE RIGHT.

0.79 REFORM EXISTING LEAD OUT ON THE RIGHT.

0.82 MAINTAIN EXISTING LEAD OUT ON THE RIGHT INTO OUTLET BASIN.

0.83 RESHAPE INLET BASIN FOR EXISTING 18" CULVERT.

0.89 PROTECT IN PLACE EXISTING 24" CULVERT.

0.98 PROTECT IN PLACE EXISTING 18" CULVERT.

1.07 PROTECT IN PLACE EXISTING 18" CULVERT.

1.15 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.21 MAINTAIN EXISTING LEAD OUT ON THE RIGHT. DITCH GOES AROUND TREE.

1.25 PROTECT IN PLACE EXISTING DOUBLE 18" CULVERTS.

1.27 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.30 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

1.34 PROTECT IN PLACE EXISTING 24" CULVERT.

1.35 MAINTAIN EXISTING TURNOUT ON THE LEFT.

1.43 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE RIGHT.

1.45 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE LEFT.

1.47 MAINTAIN EXISTING INTERSECTION WITH NFSR 2801A ON THE LEFT.

1.51 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE RIGHT.

1.52 MAINTAIN EXISTING TURN OUT ON THE LEFT.

1.54 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

1.57 PROTECT IN PLACE EXISTING 24" CULVERT.

1.59 REPAIR ROAD SLOUGHING ON THE LEFT.

1.61 PROTECT IN PLACE EXISTING GUIDE SIGN ON THE RIGHT.

1.65 MAINTAIN EXISTING INTERSECTION WITH NFSR 2803 ON THE LEFT.

1.69 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE LEFT.

1.75 REFORM ROLLING DIP ON THE LEFT.

1.77 MAINTAIN EXISTING DIP. NO LEAD OUT ON LEFT BUT CROSSES THE ROAD.

1.80 REFORM ROLLING DIP ON THE LEFT.

1.87 REFORM ROLLING DIP ON THE LEFT.

1.92 REFORM ROLLING DIP ON THE LEFT.

1.98 REFORM ROLLING DIP ON THE LEFT.

2.02 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.05 REFORM ROLLING DIP ON THE LEFT

2.09 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.

2.12 PROTECT IN PLACE EXISTING 18" CULVERT. REFORM RIGHT DITCH TO 2.25.

2.13 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

2.17 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.21 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.25 MAINTAIN EXISTING LEAD OUT ON THE LEFT

2.31 REFORM EXISTING LEAD OUT ON THE LEFT.

2.32 MAINTAIN EXISTING INTERSECTION ON THE RIGHT WITH NFSR 307M.

2.36 PROTECT IN PLACE EXISTING 30" CULVERT.

2.37 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

2.38 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.

2.40 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.44 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

2.45 PROTECT IN PLACE EXISTING 18" CULVERT.

2.46 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

2.46 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO INLET BASIN.

2.53 PROTECT IN PLACE EXISTING 18" CULVERT.

2.62 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

2.64 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET DRAINAGE.

2.67 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.

2.69 PROTECT IN PLACE EXISTING 30" CULVERT.

2.69 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

2.85 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

2.86 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.

2.87 PROTECT IN PLACE EXISTING 18" CULVERT.

2.88 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.

2.91 REFORM EXISTING LEAD OUTS ON LEFT AND RIGHT TO THE INLET BASINS.

2.92 PROTECT IN PLACE EXISTING 18" CULVERT.

2.96 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.98 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO THE OUTLET.

2.99 PROTECT IN PLACE EXISTING 18" CULVERT.

3.00 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

3.05 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.10 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.

3.10 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET.

3.11 PROTECT IN PLACE EXISTING 18" CULVERT.

3.15 MAINTAIN EXISTING SUPER-ELEVATED SLOPE TO LEFT WITH NO RIGHT DITCH TO 3.25.

3.18 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.

3.25 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.

3.26 PROTECT IN PLACE EXISTING 24" CULVERT.

3.26 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

3.26 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO 3.37.

3.27 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.30 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

3.36 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.

3.37 PROTECT IN PLACE EXISTING 60" CULVERT WITH INLET WINGWALLS.

3.38 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO INLET BASIN.

3.39 MAINTAIN EXISTING LEAD OUT ON THE LEFT TO OUTLET.

3.39 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO 3.46.

3.46 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.51 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.53 MAINTAIN EXISTING INTERSECTION WITH PRIVATE ROAD TO THE RIGHT.

3.53 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO 3.62.

3.57 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.61 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.65 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

WORK DESCRIPTION - NFSR 307 CONTINUED

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/8 /26

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SOUTHWESTERN REGION

NFSR 307/310

ROAD AND

PARKING LOT

RECONSTRUCTION

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

ROADWORK

DESCRIPTION

XX/XX/XXXX

L.ROLLINS

L.ROLLINS

R.SHAW

C12 012 012

3.72 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.74 MAINTAIN EXISTING ROADWAY WITH NO RIGHT DITCH TO BMP 3.81.

3.81 REFORM ROLLING DIP ON THE LEFT.

3.89 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.93 MAINTAIN EXISTING INTERSECTION WITH NFSR 2803 ON THE LEFT.

3.94 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

3.95 PROTECT EXISTING ROUTE MARKER ON THE RIGHT.

3.97 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.00 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.07 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.09 REFORM EXISTING LEAD OUT ON THE RIGHT.

4.14 REFORM EXISTING LEAD OUT ON THE LEFT.

4.14 PROTECT IN PLACE EXISTING 24" CULVERT.

4.21 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.23 REFORM EXISTING LEAD OUT ON THE LEFT.

4.26 REMOVE SILT FROM EXISTING LOW WATER CROSSING TO THE LEFT.

4.30 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

4.34 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

4.38 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

4.51 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

4.54 REMOVE SILT FROM EXISTING LOW WATER CROSSING TO THE LEFT.

4.59 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.62 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.65 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.68 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.71 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.75 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.82 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.89 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

4.91 PROTECT IN PLACE EXISTING 20' GATE.

4.92 REFORM EXISTING LEAD OUT ON THE LEFT.

4.96 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

5.00 PROTECT IN PLACE EXISTING ROUTE MARKER ON THE LEFT.

5.01 MAINTAIN EXISTING INTERSECTION WITH NFSR 307A ON THE LEFT.

WORK DESCRIPTION - NFSR 307 CONTINUED

0.15 MAINTAIN EXISTING INTERSECTION WITH NFSR 310E TO THE RIGHT.

0.19 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.

0.23 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.

0.23 REPAIR EXISTING ROAD SURFACE TO 0.28.

0.28 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.

0.33 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.34 MAINTAIN EXISTING INTERSECTION WITH NFSR 310A TO THE RIGHT.

0.36 PROTECT CABLE ROX IN DITCH ON THE RIGHT.

0.37 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.41 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.45 MAINTAIN EXISTING INTERSECTION WITH NFSR 310F TO THE RIGHT.

0.46 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.50 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.53 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.56 MAINTAIN EXISTING TURNOUT ON THE RIGHT TO 0.57.

0.59 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.63 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.65 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.68 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.70 MAINTAIN EXISTING INTERSECTION WITH GRANDVIEW CABIN RD TO THE LEFT.

0.80 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.84 MAINTAIN EXISTING INTERSECTION WITH NFSR 307 TO THE LEFT AND NFSR 2719 TO THE RIGHT.

0.86 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

0.87 REFORM EXISTING LEAD OUT ON THE LEFT.

0.99 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.01 CLEAN EXISTING 15' CATTLE GUARD.

1.07 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.15 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.23 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.28 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.33 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.38 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO STOCK TANK.

1.39 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.46 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.53 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.59 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.65 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.70 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO STOCK TANK.

1.73 MAINTAIN EXISTING LEAD OUT ON THE RIGHT TO STOCK TANK.

1.78 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.81 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.90 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

1.97 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.01 MAINTAIN EXISTING INTERSECTION WITH NFSR 310B TO THE RIGHT.

2.03 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.06 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.11 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.14 MAINTAIN EXISTING LEAD OUT ON THE RIGHT.

2.15 MAINTAIN EXISTING INTERSECTION WITH NFSR 302 TO THE RIGHT.

WORK DESCRIPTION - NFSR 310 CONTINUED

MILE POST 0.00 - 2.15: RECONDITION ROAD IN ACCORDANCE WITH FP-24 AND FSSS SECTION 303.

RESURFACE ROAD IN ACCORDANCE WITH THE FP-24 AND FSSS SECTION 301. LOAD, HAUL, SPREAD, AND COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM COMPACTED DEPTH OF 4"

UTILIZING CRAZY COW PIT AGGREGATE STOCKPILE. CLEAN OUT DRAINAGE STRUCTURES IN

ACCORDANCE WITH FP-24 SECTION 607. MAINTAIN ALL EXISTING CULVERTS, CATTLE GUARDS, LEAD OUTS, AND ROAD JUNCTIONS, INCLUDING THOSE NOT LISTED. CONTRACTOR TO CONTACT BLUESTAKE

AS THERE IS A KNOWN BURIED CABLE LINE IN THE RIGHT SIDE DITCH.

PROJECT M.P.

0.00 NPS BOUNDARY. BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4" (COMPACTED

DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 14' TO 16' MAX WITH

CLEANING AND SHAPING OF ROADSIDE DTICHES ON BOTH SIDES. CLEAN EXISTING CATTLE

GUARD.

0.00 MAINTAIN EXISTING GATE.

0.03 PROTECT IN PLACE EXISTING BOUNDARY SIGN ON THE RIGHT.

0.05 MAINTAIN EXISTING INTERSECTION WITH NFSR 2718 TO THE RIGHT.

0.06 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.06 MAINTAIN EXISTING TURNOUT ON THE RIGHT.

0.10 MAINTAIN EXISTING LEAD OUT ON THE LEFT.

0.10 MAINTAIN EXISTING TURNOUT ON THE RIGHT TO 0.13.

0.14 MAINTAIN EXISTING ROLLING DIP TO THE LEFT.

WORK DESCRIPTION - NFSR 310

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