4. Holden IRSC Appendix C Roads Package.pdf

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 3

Kaibab National Forest Williams Ranger District

Coconino County, Arizona

Holden Integrated Resource Stewardship Contract

(IRSC)

5.4 Road Maintenance Drawings and Specifications

SHEET NO. DESCRIPTION

1 Title Sheet

2 Table of Contents

3 General Notes

4 Road Length Tabulations

5-6 Road Maintenance Summary and Spec List

7 Road Maintenance Appraisal

8-14 Work Tabulations

15-19 Drawing Details and Maps

20-24 Road Maintenance T-Specs

Prepared By: ______________________________________________

Civil Engineer Date

Technical Review By: ______________________________________________

Project Team Leader Date

Project Satisfactory Meets

Management Area Direction: ______________________________________________

District Ranger Date

Reviewed and Approved

For Technical Adequacy: ______________________________________________

Forest Engineer Date

Project Approval for Inclusion In

Program of Work & Funding Availability: ______________________________________________

Forest Supervisor Date

HOLDEN INTEGRATED

RESOURCE STEWARDSHIP

CONTRACT

5.0 TRANSPORTATION

FACILITIES TABLE OF CONTENTS 5.2 Specified Roads

1. Title Sheet 0 Page(s)

2. Schedule of Items 0 Page(s)

3. Specified Roads List 0 Page(s)

4. Construction Drawings 0 Page(s)

5. Forest Service Supplemental Specifications 0 Page(s)

5.4 Road Maintenance

1. Title Sheet 1 Page(s)

2. Table of Contents 1 Page(s)

3. General Notes 1 Page(s)

4. Road Length Tabulations 1 Page(s)

5. Road Maintenance Summary and Spec List 2 Page(s)

6. Road Maintenance Appraisal 1 Page(s)

7. Work Tabulations 7 Page(s)

8. Drawing Details and Vicinity Map 5 Page(s)

9. Road Maintenance T-Specs 5 Page(s)

General Notes:

1. All roads specified for surface blading shall comform to timber sale road maintenance.

2. Purchaser shall maintain all out-sloped drains and lead off ditches per specifications.

3. 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.

4. 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. Operator's shall be competent and expierenced in the operation of the equipment. Equipment shall have safety signing and appertenances required by OSHA, such as rollover protection (rops), fire suppression devices, lights and slow-moving vehicle signs. The equipment used for blading shall be a diesel, tandem drive motor patrol of at least 150 horsepower. Grading equipment. Equipment must be capable of cutting, crowning, and shaping operations necessary to successfully perform the tasks.

ACRONYMS:

FSR – Forest Service Road

MTC – maintenance

ML – maintenance level

MP – mile post

CMP – Corrugated Metal Pipe

ROAD LENGTH TABULATION – MAINTENANCE

ROAD NO. MAINTENANCE LEVEL TERMINUS TO TERMINUS MILES

124 ML3 MP 1.68 MP 3.17 1.49

15(E) ML2 FSR 124 MP 0.45 0.45

130 ML1 FSR 124 MP 1.88 1.88

9181D ML2 FSR 15 FSR 9181DA 0.66

9183X ML1 FSR 9181D FSR 9183XA 0.45

9183XA ML1 FSR 9183X MP 0.83 0.83

1242C ML2 FSR 124 MP 0.06 0.06

51B ML1 Bearizona Blvd/MP 0.12 MP 0.31 0.19

Total 6.01

Optional Unit Roads

15(W) ML2 MP 1.26 MP 1.65 0.39

124Y ML2 FSR 124 MP 0.27 0.27

Total + Optional 6.67

Road Termini

Miles Road

ML

Applicable Pre-Haul Road Maintenance Specifications Remarks

From To T-803 T-804 T-805 T-806 T-809 T-810 T-811

124 MP 1.68 MP 3.17 1.49 ML3 P

15(E) FSR 124 MP 0.45 0.45 ML2 P

130 FSR 124 MP 1.88 1.88 ML1 P

9181D FSR 15 FSR 9181DA 0.66 ML2 P

9183X FSR 9181D FSR 9183XA 0.45 ML1 P

9183XA FSR 9183X MP 0.83 0.83 ML1 P

1242C FSR 124 MP 0.06 0.06 ML2 P

51B Bearizona Blvd MP 0.31 0.19 ML1 P Remove rock barrier at entrance

15(W) MP 1.26 MP 1.65 0.39 ML2 P Optional Item

124Y FSR 124 MP 0.27 0.27 ML2 P Optional Item

P = Purchaser Performance Item, D = Deposit to Forest Service, D3 = Deposit to Third Party

Road Termini

Miles Road

ML

Applicable During Haul Road Maintenance Specifications Remarks

From To T-803 T-804 T-805 T-806 T-809 T-810 T-811

124 MP 1.68 MP 3.17 1.49 ML3 P

15(E) FSR 124 MP 0.45 0.45 ML2 P

130 FSR 124 MP 1.88 1.88 ML1

9181D FSR 15 FSR 9181DA 0.66 ML2 P

9183X FSR 9181D FSR 9183XA 0.45 ML1

9183XA FSR 9183X MP 0.83 0.83 ML1

1242C FSR 124 MP 0.06 0.06 ML2 P

51B Bearizona Blvd MP 0.31 0.19 ML1

15(W) MP 1.26 MP 1.65 0.39 ML2 P Optional Item

124Y FSR 124 MP 0.27 0.27 ML2 P Optional Item

P = Purchaser Performance Item, D = Deposit to Forest Service, D3 = Deposit to Third Party

Road Termini

Miles Road

ML

Applicable Post-Haul Road Maintenance Specifications Remarks

From To T-803 T-804 T-805 T-806 T-809 T-810 T-811

124 MP 1.68 MP 3.17 1.49 ML3 P

15(E) FSR 124 MP 0.45 0.45 ML2 P

130 FSR 124 MP 1.88 1.88 ML1 P Frontage Rd - to stay open

9181D FSR 15 FSR 9181DA 0.66 ML2 P

9183X FSR 9181D FSR 9183XA 0.45 ML1 P

9183XA FSR 9183X MP 0.83 0.83 ML1 P

1242C FSR 124 MP 0.06 0.06 ML2 P

51B Bearizona Blvd MP 0.31 0.19 ML1 P Replace rock barrier at entrance

15(W) MP 1.26 MP 1.65 0.39 ML2 P Optional Item

124Y FSR 124 MP 0.27 0.27 ML2 P Optional Item

P = Purchaser Performance Item, D = Deposit to Forest Service, D3 = Deposit to Third Party

Road Work Descriptions For

HOLDEN IRSC

NOTES:

1. In addition to the Specifications noted below, Road Maintenance Specification T-GEN is required for all road work on the Task Order. The T-GEN Specification addresses

Equipment Specifications, Noxious Weeds, Traffic Control, and Bridge Maintenance.

2. All road maintenance work shall be done in accordance with attached Best Management

Practices for Road Maintenance.

Road # FSR 124 Oper Maint. Level 3

Traveled Way 14’ minimum, or existing width Road Length: 1.49 mi

Mile post Work Description

1.68 Beginning of Project, MP 1.68 on FSR 124/COC-1, Begin T-803

MAINTENANCE BLADING pre, during, and post haul. Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

1.74 Maintain existing pullout on the right.

1.97 Protect in place existing 24” CMP, insure 1-ft cover.

2.01 Maintain existing junction with FSR 1242C on the right.

2.08 Protect in place existing 24” CMP, insure 1-ft cover.

2.15 Protect in place existing 24” CMP, insure 1-ft cover.

2.16 Maintain existing intersection on the right.

2.23 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

2.35 Maintain existing intersection on the right.

2.47 Maintain existing junction with FSR 15 on the left.

2.71 Maintain existing junction with FSR 124Y on the right.

2.89 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

2.94 Maintain existing intersection on the left.

2.99 Protect in place existing 36” CMP, insure 1-ft cover.

3.06 Maintain existing junction with FSR 3012 on the right.

3.15 Protect in place existing 18” CMP, insure 1-ft cover.

3.17 End of Project at MP 3.17 on FSR 124, End T-803 MAINTENANCE BLADING pre, during, and post haul.

Road # FSR 15 (E) Oper Maint. Level 2

Traveled Way 14’ minimum, or existing width Road Length: 0.45 mi

Mile post Work Description

0.00

0.08

0.13

0.23

0.29

0.29

0.32

0.34

0.42

0.42

0.45

0.45

Beginning of Project, MP 2.48 on FSR 124/COC-1, Begin T-803

MAINTENANCE BLADING pre, during, and post haul. Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

Protect in place existing 18” CMP.

Maintain existing intersection on the right.

Maintain existing lead out on the right. Suitable material to be brought back onto the road.

Maintain existing junction with FSR 15B on the left.

Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

Maintain existing lead out on the right. Suitable material to be brought back onto the road.

Maintain existing intersection on the right.

Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

Maintain exisitng junction with FSR 9181D on the right.

End of Project at MP 0.454 on FSR 15, End T-803 MAINTENANCE BLADING pre, during, and post haul.

Road # FSR 130 Oper Maint. Level 1

Traveled Way 14’ minimum, or existing width Road Length: 1.88 mi

Mile post Work Description

0.00 Beginning of Project, MP 0.00 on FSR 124/COC-1, Begin T-803

MAINTENANCE BLADING pre and post haul. Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

0.06 Protect in place existing box culvert.

0.48

0.56

0.87

0.94

1.09

1.19

1.29

Protect in place existing CMP.

Protect in place existing CMP.

Protect in place existing CMP.

Protect in place existing CMP.

Protect in place existing CMP.

Protect in place existing CMP.

Protect in place existing CMP.

1.35

1.39

1.56

1.88

Protect in place existing CMP.

Maintain existing rolling dip and lead outs. Suitable material to be brought back onto the road.

Protect in place existing Railroad Crossing.

End of Project at MP 1.88 on FSR 130, End T-803 MAINTENANCE BLADING pre and post haul.

Road # FSR 9181D Oper Maint. Level 2

Traveled Way 14’ minimum, or existing width Road Length: 0.66 mi

Mile post Work Description

0.00 Beginning of Project, MP 0.49 on FSR 15, Begin T-803 MAINTENANCE

BLADING pre, during, and post haul. Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

0.02 Maintain existing junction with FSR 9183X on the right.

0.13 Maintain existing rolling dip and lead out on the right. Suitable materal to be brought back onto the road.

0.15 Maintain existing rolling dip and lead out on the right. Suitable materal to be brought back onto the road.

0.17 Maintain existing rolling dip and lead out on the right. Suitable materal to be brought back onto the road.

0.28 Maintain lead out on the right. Suitable material to be brought back onto the road..

0.63 Maintain intersection on the left, 9181DA.

0.66 End of Project at MP 0.66 on FSR 9181D, End T-803 MAINTENANCE

BLADING pre, during, and post haul.

Road # FSR 9183X Oper Maint. Level 1

Traveled Way 14’ minimum, or existing width Road Length: 0.45 mi

Mile post Work Description

0.00 Beginning of Project, MP 0.02 on FSR 9181D, Begin T-803 MAINTENANCE

BLADING pre haul and T-811 CLOSING ROADS post haul. Maintain all existing drainage features, including those not listed, and existing road junctions.

Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures

0.45 Maintain existing junction with FSR 9183XA straight ahead.

0.45 End of Project at MP 0.45 on FSR 9183X, End T-803 MAINTENANCE

BLADING pre haul and T-811 CLOSING ROADS post haul.

Road # FSR 9183XA Oper Maint. Level 1

Traveled Way 14’ minimum, or existing width Road Length: 0.83 mi

Mile post Work Description

0.00 Beginning of Project, MP 0.05 on FSR 9181D, Begin T-803 MAINTENANCE

BLADING pre haul and T-811 CLOSING ROADS post haul. Maintain all existing drainage features, including those not listed, and existing road junctions.

Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures

0.33 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

0.55 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

0.55 Maintain existing junction with private property on the right.

0.71 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

0.82 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

0.83 End of Project at MP 0.84 on FSR 9183XA, End T-803 MAINTENANCE

BLADING pre haul and T-811 CLOSING ROADS post haul.

Road # FSR 1242C Oper Maint. Level 2

Traveled Way 14’ minimum, or existing width Road Length: 0.06 mi

Mile post Work Description

0.00

0.06

0.06

Beginning of Project, MP 2.01 on FSR 124/COC-1, Begin T-803

MAINTENANCE BLADING pre, during, and post haul. Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

Protect in place existing 30” CMP.

End of Project at MP 0.06 on FSR 1242C, End T-803 MAINTENANCE

BLADING pre, during, and post haul.

Road # FSR 51B Oper Maint. Level 1

Traveled Way 14’ minimum, or existing width Road Length: 0.19 mi

Mile post Work Description

0.12 Beginning of Project, MP 0.03 on Bearizona Blvd, Begin T-804 OPENING AND

MAINTAINING ROADS pre haul and T-811 CLOSING ROADS post haul.

Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

0.31 End of Project at MP 0.31 on FSR 51B, End T-804 OPENING AND

MAINTAINING ROADS pre haul and T-811 CLOSING ROADS post haul.

ROAD WORK DESCRIPTION – OPTIONAL ITEM

Road # FSR 15 (W) Oper Maint. Level 2

Traveled Way 14’ minimum, or existing width Road Length: 0.39 mi

Mile post Work Description

1.26 Beginning of Project, MP 1.26 on FSR 15, Begin T-803 MAINTENANCE

BLADING pre, during, and post haul. Maintain all existing drainage features and existing road junctions. Protect in place all existing culverts, cattlegaurds, fences or other structures.

1.32 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

1.39 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

1.49 Maintain existing junction with FSR 9181DA on the right.

1.52 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

1.55 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

1.58 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

1.60 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

1.61 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

1.63 Maintain existing rolling dip and lead out on the right. Suitable material to be brought back onto the road.

1.65 Maintain existing lead out on the right. Suitable material to be brought back onto the road.

1.65 End of Project at MP 1.65 on FSR 15, End T-803 MAINTENANCE BLADING pre, during, and post haul.

Road # FSR 124Y Oper Maint. Level 2

Traveled Way 14’ minimum, or existing width Road Length: 0.27 mi

Mile post Work Description

0.00

0.02

0.06

Beginning of Project, MP 2.71 on FSR 124, Begin T-803 MAINTENANCE

BLADING pre, during, and post haul. Maintain all existing drainage features, including those not listed, and existing road junctions. Protect in place all existing culverts, cattleguards, fences, route markers, signs, or other structures.

Protect in place existing CMP.

Maintain existing lead out on the left. Suitable material to be brought back onto the road.

0.20 Protect in place existing CMP, insure 1-ft of cover.

0.21 Maintain existing junction with FSR 124E on the left.

0.26 Maintain existing rolling dip and lead out on the left. Suitable material to be brought back onto the road.

0.27 End of Project at MP 0.27 on FSR 124Y, End T-803 MAINTENANCE

BLADING pre, during, and post haul.

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 3%

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 3% MIN 3%

NATURAL GROUND

ROAD TEMPLATE

4" MIN. COMPACTED DEPTH

3'

M

A

X

*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

X

X

X

X

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/3 /22

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HOLDEN IRSC

KAIBAB NATIONAL

FOREST

WILLIAMS RANGER DISTRICT

TYPICAL ROADWAY

DETAILS

6/3/22

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TOP OF CUT

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25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN AS SHOWN

IN DITCH BLOCK DETAIL

G

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A

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INSTALL DITCH BLOCK

(IF NECESSARY)

NATURAL GROUND

CLEARING 15' (TYP.)

ROADBED

CLEARING

10'

WIDTH

12"

MIN

EXCAVATED

MATERIAL

CLEARING

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

6/3 /22

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6/3/22

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* DITCH

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* DITCH

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ROADBED

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X

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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

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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

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DEPTH (H)

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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

6/3 /22

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SOUTHWESTERN REGION

HOLDEN IRSC

KAIBAB NATIONAL

FOREST

WILLAIMS RANGER DISTRICT

TYPICAL ROLLING DIP

DETAILS

6/3/22

K. TIGHE

K. TIGHE

S. UNTALAN

C-03

317 24

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X

9183XA

1242C

9181D

124 Bearizona Blvd

US-66

EDISON

AVENUE

Highland Meadows Dr CO

C-

US-66

CATARACT LAKE RD

124Y 15 (W)

Whispering Pines Trl

This product is reproduced from geospatial information prepared by the Kaibab National Forest. Geospatial information and GIS product accuracy may vary. Using GIS products for purposes other than those for which they were created may yield inaccurate or misleading results. Kaibab National Forest reserves the right to correct, update, modify or replace GIS products without notification.0 0.25 0.5 0.75 10.125

Miles Date Saved: 7/21/2022 Document Path: T:\FS\NFS\Coconino\Program\7100Engineering\GIS\KaitlynTighe\TS\Holden\Holden Sale Vicinity Map.mxd$

HOLDEN IRSC VICINITY MAP

Williams Ranger District Legend

OptionalUnitRoads

ML3

OtherGovHaulRoutes

ML2

ML1

OPER_MAINT

1 - BASIC CUSTODIAL CARE (CLOSED)

2 - HIGH CLEARANCE VEHICLES

3 - SUITABLE FOR PASSENGER CARS

4 - MODERATE DEGREE OF USER COMFORT

5 - HIGH DEGREE OF USER COMFORT

Mandatory Cut Units

KAIBAB NATIONAL FOREST

SOUTHWEST REGION 3

Ü

WILLIAMS

I-40 WEST

TO ASH FORK

FSR 141 LOOP

TO US-64

US-64

TO VALLE

HISTORIC

ROUTE 66

I-40 EAST

TO FLAGSTAFF

COC-73

TO PERKINSVILLE

WILLIAMS

AIRPORT RD

1242C

9181D

51B

X

9183XA

124 Bearizona Blvd

US-66

124 EDISON

AVENUE

Highland Meadows Dr CO

C-

US-66

CATARACT LAKE RD

124Y15 (W)

Whispering Pines Trl

This product is reproduced from geospatial information prepared by the Kaibab National Forest. Geospatial information and GIS product accuracy may vary. Using GIS products for purposes other than those for which they were created may yield inaccurate or misleading results. Kaibab National Forest reserves the right to correct, update, modify or replace GIS products without notification.0 0.15 0.3 0.45 0.60.075

Miles Date Saved: 7/21/2022 Document Path: T:\FS\NFS\Coconino\Program\7100Engineering\GIS\KaitlynTighe\TS\Holden\Holden Sale Map.mxd$

HOLDEN IRSC MAP

Williams Ranger District

KAIBAB NATIONAL FOREST

SOUTHWEST REGION 3

Ü

Legend OptionalUnitRoads

ML3

ML2

ML1

OtherGovHaulRoutes

OPER_MAINT

1 - BASIC CUSTODIAL CARE (CLOSED)

2 - HIGH CLEARANCE VEHICLES

3 - SUITABLE FOR PASSENGER CARS

4 - MODERATE DEGREE OF USER COMFORT

5 - HIGH DEGREE OF USER COMFORT

Cut_Units Mandatory Cut Units

Units 4-6

Units 18-25

Units 26-29, 31

Units 97, 100

T-GEN GENERAL REQUIREMENTS

DESCRIPTION

1.1 General requirements consists of requirements that are mandatory for all T-Specs included in the contract.

MAINTENANCE REQUIREMENTS

3.1 Equipment Specifications. The equipment to be used to complete the work in this contract shall meet the following minimum standards:

Road Grader – Motor patrol, self-propelled, tandem drive, with a mold board not more than 14 feet or less than 12 feet with a 3 tooth ripper (scarifier) bar.

Crawler Tractor/Dozer – D4 with a 3 tooth ripper (scarifier) bar and an angle dozer blade (6 way tilt preferred).

3.2 Equipment Cleaning. Adhere to the requirements in provision B/BT6.35 or G/GT.3.5.

3.3 Traffic Control. Adhere to the requirements in provision B/BT6.33 or G/GT.3.3

3.4 Bridges. Clean the deck of any accumulated dirt or gravel and clean deck drains. Protect structures according to the requirements in Provision B/BT6.22 or G/GT.2.2.

T-803 MAINTENANCE BLADING SURFACE BLADING

DESCRIPTION

1.1 Surface blading consists of keeping a native or aggregate surface Roadbed in a condition to facilitate traffic and provide proper drainage. It includes maintaining the Crown or Slope of the Traveled Way, Shoulders, Drainage Dips, all drainage ditches, Turnouts, Berms, and approach road intersections; also cleaning bridge decks. It also provides a level of smoothness appropriate for the traffic served.

MATERIALS

2.1 Water. When required, water shall be applied according to the requirements in Specification T-807 during scarifying and/or blading if sufficient moisture is not present to cut, mix, or compact the surface Material. Water Sources will be shown on the project area map, or designated by the designated Forest Service official. The requirement will be listed in C/CT5.31# or K/KT-F/FT.3.1#, when applicable.

REQUIREMENTS

3.1 Surface blading shall be performed immediately before, during, and after Purchaser's use as often as necessary to facilitate traffic and proper drainage.

3.2 Surface irregularities shall be eliminated by scarification and/or blading, and the surface left in a free-draining state and to a smoothness needed to facilitate traffic. The surface blading shall preserve the existing cross-section. Surface Material which has been displaced to the Shoulders or Turnouts shall be returned to the Traveled Way. The blading operation shall be conducted to prevent the loss of surface Material and to provide for a thorough mixing of the Material being worked.

3.3 When directed by the designated Forest Service official, residual bituminous material from previous surface-stabilization treatments shall be scarified and reduced to produce material not exceeding 3 inches (76.2 mm) in greatest dimension.

3.4 Roadway backslopes or Berms shall not be undercut, nor shall new Berms be established unless agreed to, in writing, by the designated Forest Service official.

Berms shall be repaired by placing Material, as needed to restore the Berm, to reasonably blend with existing line, grade, and cross-section. Other berms, which are determined by the designated Forest Service official as unnecessary, shall be removed.

3.5 Intersecting roads shall be bladed for a reasonable distance to assure proper blending of the two riding surfaces.

3.6 Drainage Dips and all Ditches shall be cleaned and maintained to reasonably blend with existing line, grade, and cross-section and to provide positive drainage.

3.7 On native surfaced roads, Material generated from backslope Sloughing, and ditch cleaning may be blended with the surface Material being worked. On aggregate surfaced roads this Material shall not be blended with Surface or Base Course Material unless agreed to, in writing, by the designated Forest Service official.

3.8 Rocks or other Material remaining on the Traveled Way after the final pass that are larger than 4 inches in diameter or are larger than the maximum size of imported surfacing shall be removed from the Traveled Way. Unless otherwise designated by the designated Forest Service official, the oversized Material shall be disposed of by sidecasting. Sidecasting into streams, lakes, or water courses shall not be permitted.

3.9 Material and/or debris resulting from work under this specification shall not remain on or in structures, such as Culverts, bridge decks, overside drains, cattleguards, ditches, Drainage Dips, and the like.

3.10 Compaction. When required, the roadbed shall be compacted according to one of the following compaction methods, as listed in C/CT5.31# or K/KT-F/FT.3.1#:

Compaction Method A - Operate equipment over the full-width until there is no visible evidence of further consolidation.

Compaction Method B - Use compression-type or vibratory rollers. Compact, full width, to at least 95 percent of the maximum density. Determine the in-place density and moisture content according to AASHTO T 310 or other approved test procedures. When required, use AASHTO T 224 to correct coarse particles.

3.11 Grid Rolling. When required, the roadbed shall be grid rolled as listed in C/CT5.31# or K/KT- F/FT.3.1#. Unless otherwise agreed by the designated Forest Service official, grid-rolling will continue until roadbed imported surfacing-materials are reduced to a size not exceeding 3 inches (76.2 mm) in greatest dimension or two-thirds of the depth of the existing surfacing, whichever is greater.

T-804 OPENING AND MAINTAINING ROADS

DESCRIPTION

1.1 Opening and Maintaining Roads consists of opening roads by removing closure devices, cleaning ditches and other drainage devices built into the roadway, removing berms, and blading the traveled-way.

This work also consists of maintaining the roadway immediately before, during, and after the Purchaser’s use as necessary to facilitate traffic and proper drainage.

REQUIREMENTS

3.1 Closure devices, such as waterbars, depressions, mounds of earth, or downed-trees, shall be removed and disposed of at locations designated by the designated Forest Service official.

3.2 All trees and logs on the roadbed, and trees and brush that overhang the traveled-way and interfere with vehicle travel shall be removed and scattered outside the roadway.

3.3 All drainage features including drainage-dips, ditches, roadway cross-slope, and other drainage devices built into the roadway shall be cleaned and maintained so they are functional.

3.4 Berms shall be removed as directed by the designated Forest Service official, and the traveled-way shall be bladed to produce a smooth rideable surface.

T-811 CLOSING ROADS

DESCRIPTION

1.1 Closing roads consists of closing roads by restoring or installing closure-devices and drainage-facilities on roads no longer needed by the Purchaser or when interim closures are required during periods of Purchaser’s non-use.

Closure devices and drainage facilities may consist of cross-ditches, waterbars, drainage-dips, barriers or gates and restoring cross-sloped sections.

MAINTENANCE REQUIREMENTS

3.1 During periods of Contractor’s/Purchaser’s non-use, roads designated for interim closures shall be closed unless otherwise agreed to, in writing, by the designated Forest Service official.

The entire roadway shall be bladed and shaped to provide drainage during periods of closure of non-use.

Where possible, and still retaining appropriate surface-drainage characteristics, existing surface-vegetation shall be protected in accordance with the High Blading requirements found in Specification T- 805 Opening and Maintaining Roads (High Blading).

3.2 All drainage-dips, out-sloped or in-sloped sections, or other drainage devise built into the roadbed and roadway ditches shall be restored and replaced. Existing culverts shall be maintained to provide unobstructed flow.

Waterbars and other cross-ditches shall be installed at locations designated by the designated Forest Service official.

3.3 All closure-devices and signs shall be constructed, located, installed, and maintained according to the standards contained in the most current version of the MUTCD.

3.4 Where existing surface-vegetation has been destroyed as a result of Purchaser’s operation, the entire roadway will be seeded with a seed-mixture approved by the designated Forest Service official.