5. DRAFT_Sunflower G-Z_EXAMPLE Appendix D.pdf

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE REGION 3

Kaibab National Forest Coconino County, Arizona

Spitz Hill Integrated Resource Timber Contract Road Maintenance Drawings and Specifications

SHEET NO. DESCRIPTION

1 Title Sheet

2 Table of Contents

3 General Notes

4 Road Length Tabulation

5-7 Road Maintenance Summary

8 Road Maintenance Appraisal

9-13 Road Work Descriptions

14-18 Drawing Details and Maps

19 Road Maintenance Estimate

20-25 Network2000 Reports and Summaries

26-48 Road Maintenance T-Specs

49-61 Best Management Practices

Prepared By: _____________________________________________

Project Engineer Date

Technical Review By: _____________________________________________

Project Team Leader Date Project Satisfactorily 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

SPITZ HILL IRTC

5.0 TRANSPORTATION FACILITIES

TABLE OF CONTENTS

5.4 Road Maintenance

1. Title Sheet 1 Page(s)

2. General Notes 1 Page(s)

3. Road Length Tabulation 1 Page(s)

4. Road Maintenance Summary 3 Page(s)

5. Road Maintenance Appraisal 1 Page(s)

6. Road Work Descriptions 5 Page(s)

7. Drawing Details and Maps 5 Page(s)

8. Road Maintenance Estimate 1 Page(s)

9. Network2000 Reports and Summaries 6 Page(s)

10. Road Maintenance T-Specs 23 Page(s)

11. Best Management Practices 13 Page(s)

General Notes:

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

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

2. Additional drainage features may be required if road haul and conditions should change.

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, per the Manual on Uniform Traffic Control Devices (MUTCD) requirements.

4. Contractor's equipment provided for the performance of the work shall be of the appropriate size, type, and number and the Contractor's equipment shall be in good working condition and 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 Structures (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 must be capable of cutting, crowning, and shaping operations necessary to successfully perform the tasks.

ACRONYMS:

AGG – Aggregate Surfacing AASHTO – American Association of State and Highway Transportation Officials CWFS – Cooperative Work Forest Service EX – Existing FSH – Forest Service Handbook FSR – Forest System Road IRTC – Integrated Resource Timber Contract IMP – Improved Surfacing ML – Maintenance Level MP – Mile Post MTC – Maintenance MUTCD – Manual on Uniform Traffic Control Devices NAT – Native Surfacing OSHA – Occupational Safety and Health Administration PAV – Paved Surfacing ROPS – Rollover Protection Structure SRR – Surface Rock Repair

ROAD LENGTH TABULATION

ROAD NO. MAINTENANCE

LEVEL TERMINUS TO TERMINUS MILES

FSR 76 2 Old Rte 66 FSR 9534G 1.77 FSR 9203K 2 Old Rte 66 FSR 9534G 1.49 FSR 9534E 2 Old Rte 66 MP 0.50 0.50 FSR 9534 1 Old Rte 66 MP 1.21 1.21

FSR 9534G 1 FSR 9203K FSR 76 0.72

FSR 9209K 1 FSR 141 FSR 9203K 1.49

FSR 9209KB 1 FSR 9209K MP 0.70 0.70

FSR 143A 1 FSR 76 MP 0.56 0.56

TOTAL 8.44

Pre-Haul Road Maintenance Requirements Summary – Spitz Hill IRTC

Road

Termini Miles Road ML

Applicable Road Maintenance Specifications Remarks

From To T-803 T-804 T-805 T-806 T-809 T-810 T-811 FSR 76 Old Rte 66 FSR 9534G 1.77 2 P

FSR 9203K Old Rte 66 FSR 9534G 1.49 2 P P P T-803 from MP 0.00 to 0.20 and 0.85 to 1.49.

T-804 from MP 0.20 to 0.85.

FSR 9534E Old Rte 66 MP 0.50 0.50 2 P P FSR 9534 Old Rte 66 MP 1.21 1.21 1 P

FSR 9534G FSR 9203K FSR 76 0.72 1 P

FSR 9209K FSR 141 FSR 9203K 1.49 1 P P P

T-803 from MP 0.00 to 0.98 and 1.28 to 1.49.

T-804 from MP 0.98 to 1.28.

FSR

9209KB FSR 9209K MP 0.70 0.70 1 P

FSR 143A FSR 76 MP 0.56 0.56 1 P

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

During-Haul Road Maintenance Requirements Summary – Spitz Hill IRTC

Specifications Remarks

From To T-803 T-804 T-805 T-806 T-809 T-810 T-811 FSR 76 Old Rte 66 FSR 9534G 1.77 2 P

FSR 9203K Old Rte 66 FSR 9534G 1.49 2 P T-803 from MP 0.00 to 0.20 FSR 9534E Old Rte 66 MP 0.50 0.50 2 P FSR 9534 Old Rte 66 MP 1.21 1.21 1

FSR 9534G FSR 9203K FSR 76 0.72 1

FSR 9209K FSR 141 FSR 9203K 1.49 1

FSR

9209KB

FSR 9209K MP 0.70 0.70 1

FSR 143A FSR 76 MP 0.56 0.56 1

Post-Haul Road Maintenance Requirements Summary – Spitz Hill IRTC

Specifications Remarks

From To T-803 T-804 T-805 T-806 T-809 T-810 T-811 FSR 76 Old Rte 66 FSR 9534G 1.77 2 P

FSR 9203K Old Rte 66 FSR 9534G 1.49 2 P FSR 9534E Old Rte 66 MP 0.50 0.50 2 P FSR 9534 Old Rte 66 MP 1.21 1.21 1 P

FSR 9534G FSR 9203K FSR 76 0.72 1 P

FSR 9209K FSR 141 FSR 9203K 1.49 1 P

FSR

9209KB FSR 9209K MP 0.70 0.70 1 P

FSR 143A FSR 76 MP 0.56 0.56 1 P

TIMBER SALE: Spitz Hill IRTC

DISTRICT: WRD

ROAD MAINTENANCE APPRAISAL

(REF: FSH 2409.18)

TIMBER SALE Spitz Hill IRTC VOLUME: 15186

CWFS-FS MTC ($) PURCHASER MAINTENANCE DOLLARS

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76 1.77 IMP 2441 390.56$ 691.29$ 145.17$ 836.46$ 2,389.50$ -$ -$ -$ 2,389.50$ 3,225.96$

9203K 1.49 NAT -$ -$ -$ -$ 1,138.50$ 780.00$ -$ 690.00$ -$ 2,608.50$ 2,608.50$

9534E 0.50 NAT -$ -$ -$ -$ 675.00$ -$ 6,922.67$ -$ 7,597.67$ 7,597.67$

9534G 0.72 NAT -$ -$ -$ -$ -$ 864.00$ -$ 1,424.00$ 2,288.00$ 2,288.00$

9534 1.21 NAT -$ -$ -$ -$ -$ 1,452.00$ -$ 1,094.50$ 2,546.50$ 2,546.50$

9209K 1.49 NAT -$ -$ -$ -$ 535.50$ 360.00$ 1,056.00$ 1,770.50$ 3,722.00$ 3,722.00$

9209KB 0.70 NAT -$ -$ -$ -$ 840.00$ -$ 865.00$ 1,705.00$ 1,705.00$

143A 0.56 NAT -$ -$ -$ -$ 672.00$ -$ 802.00$ 1,474.00$ 1,474.00$

Subtotal $/CCF PREPARED Utley (1) CWFS MTC 836.46$ 0.06

APPROVED (2) TOTAL 24,331.17$ 1.60

(3) TOTAL + CWFS MTC 25,167.63$ 1.66 R3-FS-2400-110

USDA - FOREST SERVICE

$0.26/CCF-mile for AGG CWFS Deposits $0.18/CCF-mile for PAV CWFS Deposits $0.16/CCF-mile for IMP CWFS Deposits

Road Work Descriptions

Spitz Hill IRTC

NOTES:

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

3. Maintenance Specification T-806 SURFACE REPAIR shall be performed using government material source (Moonset Pit).

4. Maintenance Specification T-811 CLOSING ROADS shall be performed post haul by first blading and shaping the length of the road to be closed, then applying entrance treatments by spreading slash to the end of the line of site from the road entrance. Entrance treatments should be applied at junctions with roads that are not designated for closure.

Road # FSR 76 Maintenance Level 2 Traveled-Way 14’ minimum, or existing width Road Length 1.77 mi.

Mile Post Work Description

0.00 Maintain existing junction with Old Rte 66. Begin T-803 SURFACE BLADING pre-, during-, and post-haul. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 1.77.

0.02 Maintain existing 24” culvert.

0.03 Maintain existing cattle guard.

0.18 Maintain existing 18” culvert.

0.34 Maintain existing 18” culvert.

0.38 Caution: Overhead Powerline.

0.45 Maintain existing 18” culvert.

0.52 Maintain existing 18” squash culvert.

0.65 Maintain existing 18” squash culvert.

0.73 Maintain existing 18” squash culvert.

0.81 Maintain existing 18” squash culvert.

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

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

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

1.52 Maintain existing 18” squash culvert.

1.54 Maintain existing junction with FSR 9534A on the left.

1.58 Maintain existing 18” squash culvert.

1.64 Junction with FSR 9534G on the right.

1.66 Maintain existing 18” squash culvert.

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

1.77 Maintain existing lead outs on both sides. Suitable material to be brought back onto the road. End T-803 SURFACE BLADING pre-, during-, and post-haul.

Road # 9203K Maintenance Level 2 Traveled-Way 12’ minimum, or existing width Road Length 1.49 mi.

Mile Post Work Description

0.00 Maintain existing junction with Old Rte 66. Begin T-803 SURFACE BLADING pre-, during-, and post-haul. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 1.49.

0.03 Maintain existing gate and cattle guard.

0.04 Maintain existing turn out on the right.

0.20 Caution: Overhead Powerline. End T-803 SURFACE BLADING pre- and during-haul Begin T-804 OPENING ROADS.

0.73 Maintain existing gate.

0.84 Maintain existing gate.

0.85 Junction with FSR 9209K on the right. End T-804 OPENING ROADS. Begin T-

803 SURFACE BLADING pre-haul.

1.43 Fallen tree blocking road, remove per T-810 ROADWAY VEGETATION.

1.49 Junction with FSR 9534G. End T-803 SURFACE BLADING pre- and post-haul.

Road # 9534E Maintenance Level 2 Traveled-Way 12’ minimum, or existing width Road Length 0.50 mi.

Mile Post Work Description

0.00 Maintain existing junction with Old Rte 66. Begin T-803 SURFACE BLADING pre-, during-, and post-haul and T-806 SURFACE REPAIR Section 2.1.a, placing material in a 6” lift (compacted depth). Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 0.50.

0.04 Maintain existing gate.

0.16 Caution: Overhead Powerline. End T-806 SURFACE REPAIR.

0.23 Begin T-806 SURFACE REPAIR Section 2.1.a, placing material in a 3” lift

(compacted depth).

0.50 End T-803 SURFACE BLADING pre-, during-, and post-haul and T-806

SURFACE REPAIR.

Road # 9534 Maintenance Level 1 Traveled-Way 12’ minimum, or existing width Road Length 1.21 mi.

Mile Post Work Description

0.00 Junction with Old Rte 66. Begin T-804 OPENING ROADS pre-haul and T-811 CLOSING ROADS post-haul. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 1.21.

0.13 Caution: Overhead Powerline.

1.21 End T-804 OPENING ROADS pre-haul and T-811 CLOSING ROADS post-haul.

Road # 9534G Maintenance Level 1 Traveled-Way 12’ minimum, or existing width Road Length 0.72 mi.

Mile Post Work Description

0.00 Junction with FSR 9203K. Begin T-804 OPENING ROADS pre-haul and T-811 CLOSING ROADS post-haul. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 0.72.

0.62 Maintain existing gate and cattle tank.

0.72 Junction with FSR 76. End T-804 OPENING ROADS pre-haul and T-811

CLOSING ROADS post-haul.

Road # 9209K Maintenance Level 1 Traveled-Way 12’ minimum, or existing width Road Length 1.49 mi.

Mile Post Work Description

0.00 Junction with FSR 141. Begin T-803 SURFACE BLADING pre-haul and T-811 CLOSING ROADS post-haul. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 1.49.

0.01 Maintain existing gate.

0.06 Caution: Protected site on the right. No work outside road prism.

0.27 Maintain existing lead out on the left. Suitable material to be brought back onto the road. Begin T-806 SURFACE REPAIR Section 2.1.a, placing material in a 3” lift (compacted depth).

0.29 End T-806 SURFACE REPAIR.

0.35 Begin T-806 SURFACE REPAIR Section 2.1.a, placing material in a 3” lift

(compacted depth).

0.37 End T-806 SURFACE REPAIR.

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

0.75 Begin T-806 SURFACE REPAIR Section 2.1.a, placing material in a 3” lift

(compacted depth).

0.80 End T-806 SURFACE REPAIR.

0.98 End T-803 SURFACE BLADING pre-haul. Begin T-804 OPENING ROADS pre-haul.

1.28 Junction with FSR 9209KB on the right. End T-804 OPENING ROADS pre-haul.

Begin T-803 SURFACE BLADING pre-haul.

1.45 Protect in place existing fence on the left.

1.49 Junction with FSR 9203K. End T-803 SURFACE BLADING pre-haul and T-811

CLOSING ROADS post-haul.

Road # 9209KB Maintenance Level 1 Traveled-Way 12’ minimum, or existing width Road Length 0.70 mi.

Mile Post Work Description

0.00 Junction with FSR 9209K. Begin T-804 OPENING ROADS pre-haul and T-811 CLOSING ROADS post-haul. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 0.70.

0.50 Caution: Overhead Powerline

0.70 Protect in place existing gate. End T-804 OPENING ROADS pre-haul and T-811

CLOSING ROADS post-haul.

Road # 143A Maintenance Level 1 Traveled-Way 12’ minimum, or existing width Road Length 0.56 mi.

Mile Post Work Description

0.00 Junction with FSR 76. Begin T-804 OPENING ROADS pre-haul and T-811 CLOSING ROADS post-haul. Caution: Overhead Powerline. Maintain all existing drainage features and structures and existing road junctions, including those not listed. Protect in place all existing cattle guards, fences, route markers, signs, or other structures from MP 0.00 to 0.56.

0.56 End T-804 OPENING ROADS pre-haul and T-811 CLOSING ROADS post-haul.

NATURAL GROUND

ROAD TEMPLATE

TRAVELED WAY

12' MIN - 16' 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

I N

4" MIN. COMPACTED DEPTH

MAX 3

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 - 16' MAX

3'

M

I N

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING,

CROWN, AND ROADWAY DITCH

CLEARING WIDTH*

M

I N

TRAVELED WAY

12' MIN - 16' 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 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

C

L

MAINTAIN EXISTING DITCH FLOW LINES

TO ENSURE POSITIVE DRAINAGE AWAY

FROM THE EXISTING INTERSECTING

ROAD.

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DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

SPITZ HILL

IRTC

KAIBAB

NATIONAL FOREST

WILLIAMS RANGER DISTRICT

TYPICAL ROADWAY

DETAILS

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* DITCH

TOP OF CUT

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GRADE

B L O

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25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN AS SHOWN

IN DITCH BLOCK DETAIL

G

R

A

R

A

I N

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%±

CULVERT LEAD OUT DITCH

FLAT BOTTOM DITCH

LEAD OUT 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.

12" MIN

24" MIN

OR 6"+D

12"

D

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

SPITZ HILL

IRTC

KAIBAB

NATIONAL FOREST

WILLIAMS RANGER DISTRICT

TYPICAL DITCH

AND TURNOUT

DETAILS

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EXTRA WIDENING

TURNOUT

50' MIN.

TURNOUT AND CURVE WIDENING

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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

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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. ALL DITCHES ASSOCIATED WITH ROLLING DIP STRUCTURES SHALL

BE MAINTAINED WITHIN THE PROJECT SITE.

5. 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'

ROLLING DRAINAGE DIP

PERSPECTIVE

ROLLING DRAINAGE DIP

PROFILE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SPITZ HILL

IRTC

KAIBAB

NATIONAL FOREST

WILLIAMS RANGER DISTRICT

TYPICAL ROLLING DIP

DETAILS

08/24/2023

S. UTLEY

S. UTLEY

S. UNTALAN

C-03

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.

Date Saved: 8/17/2023 Document Path: T:\FS\NFS\Coconino\Program\7100Engineering\GIS\Sam Utley\Timber\Spitz Hill\Spitz Hill.aprx

SPITZ HILL IRTC VICINTY MAP

Williams Ranger District

KAIBAB NATIONAL FOREST

SOUTHWEST REGION 3

Williams, AZ

AZ-64 N to Tusayan

I-40 E to Flagstaff

I-40 W to Ash Fork

¯ 0 4 82 Miles

Spitz Hill IRTC

Sale Roads Maintenance Level

1 - BASIC CUSTODIAL CARE (CLOSED)

2 - HIGH CLEARANCE VEHICLES

Timber Cut Units

Other Roads and Boundaries

Kaibab Roads Maintenance Level

3 - SUITABLE FOR PASSENGER CARS

4 - MODERATE DEGREE OF USER COMFORT

5 - HIGH DEGREE OF USER COMFORT

I-40W

I-40 RAMPSI-40 RAMPS I-40E

I-40W

US-66

9203K

9209K

143A

9209K

9534E

9534G

9209KB

9203K

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.

Date Saved: 8/17/2023 Document Path: T:\FS\NFS\Coconino\Program\7100Engineering\GIS\Sam Utley\Timber\Spitz Hill\Spitz Hill.aprx

SPITZ HILL IRTC SALE MAP

Williams Ranger District

KAIBAB NATIONAL FOREST

SOUTHWEST REGION 3

¯ 0 0.6 1.20.3 Miles

Spitz Hill IRTC

Sale Roads Maintenance Level

1 - BASIC CUSTODIAL CARE (CLOSED)

2 - HIGH CLEARANCE VEHICLES

Timber Cut Units

Other Roads and Boundaries

Kaibab Roads Maintenance Level

2 - HIGH CLEARANCE VEHICLES

3 - SUITABLE FOR PASSENGER CARS

4 - MODERATE DEGREE OF USER COMFORT

5 - HIGH DEGREE OF USER COMFORT

Spitz Hill IRTC Cost Justifications

Estimated Temporary Roads:

System roads used as temporary roads and obliterated by purchaser = 0.00 miles

Non-system road used as temporary roads and obliterated by purchaser = 1.38 miles

New temporary roads constructed by, and obliterated by the purchaser = 5.40 miles

Total = 6.59 miles

Estimated Cost used for Road Maintenance Work Items:

• $550 per mile each blading for level 3 T-803 Surface Blading.

• $450 per mile each blading for level 2 T-803 Surface Blading.

• $1200 per mile for T-804 Opening Roads.

• $20 per CY for Spot Fill T-806 Surface Repair using Cinders.

• $690 per tree for T-810 Roadway Vegetation.

• $450 per mile and $550 per entrance treatment for level 1 T-811 Close Road.

• $2000 per mile for temporary road cost.

Total Volume Truck Load Volume Total distance Weighted Miles Weighted RTM’s Standby Total RTM’s

Saw Timber:

= 8,908 CCF

= 8.00 CCF/load = 166.65 miles = 152.10 miles = 307.96 minutes = 45.00 minutes = 352.96 minutes

Non-Saw Timber

= 6,723 CCF

= 8.00 CCF/load = 26.05 miles = 11.50 miles = 47.65 minutes = 45.00 minutes = 92.65 minutes

Biomass

= 1,177 CCF

= 8.00 CCF/load = 176.55 miles = 162.01 miles = 326.53 minutes = 45.00 minutes = 371.53 minutes

Costs:

Surface rock cost Purchaser Maintenance Total Maintenance Truck cost Haul cost

= $836.46 or $0.06/CCF = $24,331.17 or $1.60/CCF = $25,167.63 or $1.66/CCF = $126.00/Hour = $779,148 or $87.47/CCF (Saw) = $128,513 or $19.12/CCF (Non-Saw) = $108,628 or $92.33/CCF (Biomass)

Road Report (Optimal Route) - Traveling Round Trip Minutes and Haul Road Maintenance Version 8.0

Sale name Volume unit of measure Purchaser haul road maint. rate, $/CCF Total distance in miles

FS haul road maint rate, $/CCF Total weighted miles Other haul road maint rate, $/CCF Total weighted RTM's (traveling) Total haul road maint rate, $/CCF Total hauled timber volume

Total haul road maint, $'s (rounded) Total haul sale cost, $'s (rounded)

Road Number

Node From Node To From

Milepost To

Milepost Volume Passed

% Total Volume

Total Miles

Weight Miles

Weight RTM's

Total Maint Maint Class Fixed

Cost Variable

Cost Maint By select I-40 10 9 0.00 106.30 8,908 100.0% 106.30 106.30 196.25 0.00 0 0 458,945 141 11 10 5.50 5.63 8,908 100.0% 0.13 0.13 0.62 0.00 0 0 1,425

US-66 12 11 4.94 5.50 8,908 100.0% 0.56 0.56 2.24 0.00 0 0 5,256

141 13 12 3.07 3.54 1,566 17.6% 0.47 0.08 0.40 0.00 0 0 924

Temp-NonSystem 14 13 0.00 0.19 127 1.4% 0.19 0.00 0.06 0.00 0 0 152 141 15 13 2.97 3.07 1,440 16.2% 0.10 0.02 0.08 0.00 0 0 187

9209K 16 15 2.66 2.97 1,440 16.2% 0.31 0.05 1.20 0.00 0 0 2,807 Temp 17 16 0.00 0.41 133 1.5% 0.41 0.01 0.15 0.00 0 0 342 9209K 18 16 2.54 2.66 1,175 13.2% 0.12 0.02 0.38 0.00 0 0 893 Temp 19 18 0.00 0.26 103 1.2% 0.26 0.00 0.07 0.00 0 0 169 9209K 20 18 2.38 2.54 902 10.1% 0.16 0.02 0.39 0.00 0 0 911 Temp 21 20 0.55 0.68 472 5.3% 0.13 0.01 0.17 0.00 0 0 387 Temp 22 21 0.00 0.55 248 2.8% 0.55 0.02 0.37 0.00 0 0 860 9209K 23 20 1.96 2.38 270 3.0% 0.42 0.01 0.31 0.00 0 0 716 9209K 24 29 1.42 1.64 916 10.3% 0.22 0.02 0.54 0.00 0 0 1,274 Temp 25 24 0.00 0.13 192 2.2% 0.13 0.00 0.07 0.00 0 0 158

9209KB 26 24 0.18 0.72 523 5.9% 0.54 0.03 0.76 0.00 0 0 1,777

9209KB 27 26 0.00 0.18 76 0.9% 0.18 0.00 0.04 0.00 0 0 86

Temp 28 26 0.00 0.25 76 0.9% 0.25 0.00 0.05 0.00 0 0 121 9203K 29 59 0.00 0.58 2,670 30.0% 0.58 0.17 2.09 0.00 0 0 4,886 9203K 30 29 0.73 1.42 1,453 16.3% 0.69 0.11 1.35 0.00 0 0 3,153 Temp 31 30 0.21 0.60 726 8.1% 0.39 0.03 0.76 0.00 0 0 1,786 Temp 32 31 0.00 0.21 345 3.9% 0.21 0.01 0.19 0.00 0 0 455 9534G 33 30 0.35 0.73 487 5.5% 0.38 0.02 0.50 0.00 0 0 1,164 Temp 34 33 0.00 0.24 167 1.9% 0.24 0.00 0.11 0.00 0 0 252

76 35 37 0.14 0.53 395 4.4% 0.39 0.02 0.21 0.00 0 0 486 76 36 35 0.00 0.14 225 2.5% 0.14 0.00 0.04 0.00 0 0 99 76 37 38 0.53 0.93 597 6.7% 0.40 0.03 0.32 0.00 0 0 753 76 38 40 0.93 1.22 907 10.2% 0.29 0.03 0.35 0.00 0 0 825

Temp 39 38 0.00 0.30 310 3.5% 0.30 0.01 0.25 0.00 0 0 585 76 40 42 1.22 1.40 1,294 14.5% 0.18 0.03 0.31 0.00 0 0 737

Temp 41 40 0.00 0.44 258 2.9% 0.44 0.01 0.31 0.00 0 0 714 76 42 61 1.40 1.77 1,294 14.5% 0.37 0.05 0.64 0.00 0 0 1,513

Temp-NonSystem 43 47 0.25 1.08 737 8.3% 0.83 0.07 1.65 0.00 0 0 3,853 Temp 44 43 0.15 0.22 608 6.8% 0.07 0.00 0.11 0.00 0 0 267 Temp 45 44 0.00 0.15 129 1.4% 0.15 0.00 0.05 0.00 0 0 122 Temp 46 44 0.00 0.35 350 3.9% 0.35 0.01 0.33 0.00 0 0 774 Temp 47 62 0.00 0.13 2,316 26.0% 0.13 0.03 0.81 0.00 0 0 1,899

Temp-NonSystem 48 47 1.08 1.17 1,487 16.7% 0.09 0.02 0.36 0.00 0 0 847 9534 49 48 0.94 1.08 1,227 13.8% 0.14 0.02 0.46 0.00 0 0 1,080

9887C 5 1 148.60 148.70 8,908 100.0% 0.10 0.10 1.20 0.00 0 0 2,851 Temp 50 49 0.00 0.47 258 2.9% 0.47 0.01 0.33 0.00 0 0 763 9534 51 49 0.62 0.94 877 9.8% 0.32 0.03 0.76 0.00 0 0 1,772 Temp 52 51 0.00 0.19 185 2.1% 0.19 0.00 0.09 0.00 0 0 222 9534 53 51 0.33 0.62 508 5.7% 0.29 0.02 0.40 0.00 0 0 929 Temp 54 53 0.00 0.23 334 3.7% 0.23 0.01 0.21 0.00 0 0 484 9534 55 53 0.00 0.33 174 2.0% 0.33 0.01 0.15 0.00 0 0 362

9534E 56 63 0.62 0.80 852 9.6% 0.18 0.02 0.21 0.00 0 0 486 9534E 57 56 0.29 0.62 519 5.8% 0.33 0.02 0.23 0.00 0 0 539 Temp 58 57 0.00 0.29 334 3.7% 0.29 0.01 0.26 0.00 0 0 611

Temp-NonSystem 59 60 1.71 1.76 2,713 30.5% 0.05 0.02 0.37 0.00 0 0 868

AZ-277 6 5 143.90 148.60 8,908 100.0% 4.70 4.70 8.68 0.00 0 0 20,310

Temp 60 64 0.00 0.21 2,713 30.5% 0.21 0.06 1.54 0.00 0 0 3,582

US-66 61 62 1.77 3.00 1,294 14.5% 1.23 0.18 2.14 0.00 0 0 5,006

US-66 62 63 3.00 3.44 3,609 40.5% 0.44 0.18 0.71 0.00 0 0 1,660

US-66 63 64 3.44 3.64 4,462 50.1% 0.20 0.10 0.40 0.00 0 0 937

US-66 64 12 3.64 4.94 7,342 82.4% 1.30 1.07 4.29 0.00 0 0 10,058

AZ-377 7 6 110.10 143.90 8,908 100.0% 33.80 33.80 62.40 0.00 0 0 145,915

AZ-77 8 7 107.80 110.10 8,908 100.0% 2.30 2.30 4.25 0.00 0 0 9,977

WHopiDr 9 8 106.30 107.80 8,908 100.0% 1.50 1.50 4.00 0.00 0 0 9,354

$720,327$0.00

Spitz Hill

307.96 $0.00

CCF

166.65 152.10

8,908

$0.00 $0.00 $0.00

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8/17/2023 1 network_input80-Spitz Hill-Saw.xlsm

Other Road Maintenance Items and Summary

Sale name: Spitz Hill

Pre-Haul Maintenance Post-Haul Maintenance

Type Mtce By select Total Cost Type Mtce By select Total Cost

Miscellaneous Road Maintenance Items Data and Cost Summary

Type Mtce By select Total Cost Data & Cost Summary Item

Appraisal point (mill or sort yard) District or Forest Sale termination date Analyst name Total hauled timber volume - CCF Distance: appraisal point - sale area (miles)

Maintenance Summary (all items) Total $'s Per CCF Traveling (haul) round trip minutes - RTM's Required rd maint deposits, FS (CT5.32) $0.00 $0.00 Standing RTM's (load, unload, scale, delay) Purchaser maintenance $0.00 $0.00 Total RTM's (traveling + standing) Other maintenance (CT5.32) $0.00 $0.00 Total sale variable costs Subtotal FS & other (CT5.32) $0.00 $0.00 Haul cost per CCF (based on RTM's only) Total for appraisal - Road Maintenance (all) $0.00 $0.00 Rd maint cost per CCF (all maintenance)

Total variable costs per CCF Approval Total sale fixed costs (const, reconst, etc.)

Title Total fixed cost per CCF Prepared By Road Management

Title Reviewed By Project Engineer

Title Reviewed By Systems Manager

(Damage to roads from logging or landings, dust abatement, etc.)

(Open roads, blading, brushing, small slide removal, etc.) (Road closures, seeding, barriers, etc.)

$0.00 $0

$87.47

$779,148

(Traveling RTM's, haul maintenance, and fixed costs included from Road Report)

Total sale costs per CCF $87.47

Value

Heber

166.65

Kaibab WRD

Utley

45.00 352.96

8,908

$87.47

307.96

Total sale costs (includes traveling rtm's, standing rtm's, all maint., & fixed costs) $779,148

$0.00

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8/17/2023 network_input80-Spitz Hill-Saw.xlsm

Sale name Volume unit of measure Purchaser haul road maint. rate, $/CCF Total distance in miles

FS haul road maint rate, $/CCF Total weighted miles Other haul road maint rate, $/CCF Total weighted RTM's (traveling) Total haul road maint rate, $/CCF Total hauled timber volume

Total haul road maint, $'s (rounded) Total haul sale cost, $'s (rounded)

Road Number

Node From Node To From

Milepost To

Milepost Volume Passed

% Total Volume

Total Miles

Weight Miles

Weight RTM's

Total Maint Maint Class Fixed

Cost Variable

Cost Maint By select I-40 10 9 0.00 6.90 6,723 100.0% 6.90 6.90 12.74 0.00 0 0 22,455 141 11 10 5.50 5.63 6,723 100.0% 0.13 0.13 0.62 0.00 0 0 1,076

US-66 12 11 4.94 5.50 6,723 100.0% 0.56 0.56 2.24 0.00 0 0 3,967

141 13 12 3.07 3.54 1,182 17.6% 0.47 0.08 0.40 0.00 0 0 697

Temp-NonSystem 14 13 0.00 0.19 96 1.4% 0.19 0.00 0.06 0.00 0 0 115 141 15 13 2.97 3.07 1,087 16.2% 0.10 0.02 0.08 0.00 0 0 141

9209K 16 15 2.66 2.97 1,087 16.2% 0.31 0.05 1.20 0.00 0 0 2,119 Temp 17 16 0.00 0.41 100 1.5% 0.41 0.01 0.15 0.00 0 0 258 9209K 18 16 2.54 2.66 887 13.2% 0.12 0.02 0.38 0.00 0 0 674 Temp 19 18 0.00 0.26 78 1.2% 0.26 0.00 0.07 0.00 0 0 128 9209K 20 18 2.38 2.54 681 10.1% 0.16 0.02 0.39 0.00 0 0 688 Temp 21 20 0.55 0.68 357 5.3% 0.13 0.01 0.17 0.00 0 0 292 Temp 22 21 0.00 0.55 187 2.8% 0.55 0.02 0.37 0.00 0 0 649 9209K 23 20 1.96 2.38 204 3.0% 0.42 0.01 0.31 0.00 0 0 540 9209K 24 29 1.42 1.64 692 10.3% 0.22 0.02 0.54 0.00 0 0 961 Temp 25 24 0.00 0.13 145 2.2% 0.13 0.00 0.07 0.00 0 0 119

9209KB 26 24 0.18 0.72 395 5.9% 0.54 0.03 0.76 0.00 0 0 1,341

9209KB 27 26 0.00 0.18 58 0.9% 0.18 0.00 0.04 0.00 0 0 65

Temp 28 26 0.00 0.25 58 0.9% 0.25 0.00 0.05 0.00 0 0 91 9203K 29 59 0.00 0.58 2,015 30.0% 0.58 0.17 2.09 0.00 0 0 3,687 9203K 30 29 0.73 1.42 1,097 16.3% 0.69 0.11 1.35 0.00 0 0 2,380 Temp 31 30 0.21 0.60 548 8.1% 0.39 0.03 0.76 0.00 0 0 1,348 Temp 32 31 0.00 0.21 260 3.9% 0.21 0.01 0.19 0.00 0 0 343 9534G 33 30 0.35 0.73 368 5.5% 0.38 0.02 0.50 0.00 0 0 878 Temp 34 33 0.00 0.24 126 1.9% 0.24 0.00 0.11 0.00 0 0 190

76 35 37 0.14 0.53 298 4.4% 0.39 0.02 0.21 0.00 0 0 367 76 36 35 0.00 0.14 170 2.5% 0.14 0.00 0.04 0.00 0 0 75 76 37 38 0.53 0.93 451 6.7% 0.40 0.03 0.32 0.00 0 0 568 76 38 40 0.93 1.22 684 10.2% 0.29 0.03 0.35 0.00 0 0 623

Temp 39 38 0.00 0.30 234 3.5% 0.30 0.01 0.25 0.00 0 0 442 76 40 42 1.22 1.40 976 14.5% 0.18 0.03 0.31 0.00 0 0 556

Temp 41 40 0.00 0.44 195 2.9% 0.44 0.01 0.31 0.00 0 0 539 76 42 61 1.40 1.77 976 14.5% 0.37 0.05 0.64 0.00 0 0 1,142

Temp-NonSystem 43 47 0.25 1.08 556 8.3% 0.83 0.07 1.65 0.00 0 0 2,908 Temp 44 43 0.15 0.22 459 6.8% 0.07 0.00 0.11 0.00 0 0 202 Temp 45 44 0.00 0.15 97 1.4% 0.15 0.00 0.05 0.00 0 0 92 Temp 46 44 0.00 0.35 264 3.9% 0.35 0.01 0.33 0.00 0 0 584 Temp 47 62 0.00 0.13 1,748 26.0% 0.13 0.03 0.81 0.00 0 0 1,433

Temp-NonSystem 48 47 1.08 1.17 1,122 16.7% 0.09 0.02 0.36 0.00 0 0 640 9534 49 48 0.94 1.08 926 13.8% 0.14 0.02 0.46 0.00 0 0 815 Temp 50 49 0.00 0.47 195 2.9% 0.47 0.01 0.33 0.00 0 0 576 9534 51 49 0.62 0.94 662 9.8% 0.32 0.03 0.76 0.00 0 0 1,337 Temp 52 51 0.00 0.19 140 2.1% 0.19 0.00 0.09 0.00 0 0 167 9534 53 51 0.33 0.62 383 5.7% 0.29 0.02 0.40 0.00 0 0 701 Temp 54 53 0.00 0.23 252 3.7% 0.23 0.01 0.21 0.00 0 0 365 9534 55 53 0.00 0.33 131 2.0% 0.33 0.01 0.15 0.00 0 0 273

9534E 56 63 0.62 0.80 643 9.6% 0.18 0.02 0.21 0.00 0 0 367 9534E 57 56 0.29 0.62 391 5.8% 0.33 0.02 0.23 0.00 0 0 407 Temp 58 57 0.00 0.29 252 3.7% 0.29 0.01 0.26 0.00 0 0 461

Temp-NonSystem 59 60 1.71 1.76 2,048 30.5% 0.05 0.02 0.37 0.00 0 0 655 Temp 60 64 0.00 0.21 2,048 30.5% 0.21 0.06 1.54 0.00 0 0 2,703

US-66 61 62 1.77 3.00 976 14.5% 1.23 0.18 2.14 0.00 0 0 3,778

US-66 62 63 3.00 3.44 2,724 40.5% 0.44 0.18 0.71 0.00 0 0 1,253

US-66 63 64 3.44 3.64 3,367 50.1% 0.20 0.10 0.40 0.00 0 0 707

US-66 64 12 3.64 4.94 5,541 82.4% 1.30 1.07 4.29 0.00 0 0 7,591

TrucksOnly 7 1 8.00 8.10 6,723 100.0% 0.10 0.10 0.80 0.00 0 0 1,412 OldRte66 8 7 7.10 8.00 6,723 100.0% 0.90 0.90 2.40 0.00 0 0 4,236

HughesAve 9 8 6.90 7.10 6,723 100.0% 0.20 0.20 0.53 0.00 0 0 941

$84,119$0.00

Spitz Hill

47.65 $0.00

CCF

26.05 11.50

6,723

$0.00 $0.00 $0.00

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8/17/2023 1 network_input80-Spitz Hill-NonSaw.xlsm

Sale name: Spitz Hill

Pre-Haul Maintenance Post-Haul Maintenance

Type Mtce By select Total Cost Type Mtce By select Total Cost

Miscellaneous Road Maintenance Items Data and Cost Summary

Type Mtce By select Total Cost Data & Cost Summary Item

Appraisal point (mill or sort yard) District or Forest Sale termination date Analyst name Total hauled timber volume - CCF Distance: appraisal point - sale area (miles)

Maintenance Summary (all items) Total $'s Per CCF Traveling (haul) round trip minutes - RTM's Required rd maint deposits, FS (CT5.32) $0.00 $0.00 Standing RTM's (load, unload, scale, delay) Purchaser maintenance $0.00 $0.00 Total RTM's (traveling + standing) Other maintenance (CT5.32) $0.00 $0.00 Total sale variable costs Subtotal FS & other (CT5.32) $0.00 $0.00 Haul cost per CCF (based on RTM's only) Total for appraisal - Road Maintenance (all) $0.00 $0.00 Rd maint cost per CCF (all maintenance)

Total variable costs per CCF Approval Total sale fixed costs (const, reconst, etc.)

Title Total fixed cost per CCF Prepared By Road Management

Title Reviewed By Project Engineer

Title Reviewed By Systems Manager

Total sale costs per CCF $19.12

Value

Bellemont

26.05

Kaibab WRD

Utley

45.00 92.65

6,723

$19.12

47.65

Total sale costs (includes traveling rtm's, standing rtm's, all maint., & fixed costs) $128,513

$0.00

(Damage to roads from logging or landings, dust abatement, etc.)

(Open roads, blading, brushing, small slide removal, etc.) (Road closures, seeding, barriers, etc.)

$0.00 $0

$19.12

$128,513

(Traveling RTM's, haul maintenance, and fixed costs included from Road Report)

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8/17/2023 network_input80-Spitz Hill-NonSaw.xlsm

Sale name Volume unit of measure Purchaser haul road maint. rate, $/CCF Total distance in miles

FS haul road maint rate, $/CCF Total weighted miles Other haul road maint rate, $/CCF Total weighted RTM's (traveling) Total haul road maint rate, $/CCF Total hauled timber volume

Total haul road maint, $'s (rounded) Total haul sale cost, $'s (rounded)

Road Number

Node From Node To From

Milepost To

Milepost Volume Passed

% Total Volume

Total Miles

Weight Miles

Weight RTM's

Total Maint Maint Class Fixed

Cost Variable

Cost Maint By select I-40 10 9 0.00 16.40 1,177 100.0% 16.40 16.40 30.28 0.00 0 0 9,354 141 11 10 5.50 5.63 1,177 100.0% 0.13 0.13 0.62 0.00 0 0 188

US-66 12 11 4.94 5.50 1,177 100.0% 0.56 0.56 2.24 0.00 0 0 694

141 13 12 3.07 3.54 207 17.6% 0.47 0.08 0.40 0.00 0 0 122

Temp-NonSystem 14 13 0.00 0.19 17 1.4% 0.19 0.00 0.06 0.00 0 0 20 141 15 13 2.97 3.07 190 16.2% 0.10 0.02 0.08 0.00 0 0 25

9209K 16 15 2.66 2.97 190 16.2% 0.31 0.05 1.20 0.00 0 0 371 Temp 17 16 0.00 0.41 18 1.5% 0.41 0.01 0.15 0.00 0 0 45 9209K 18 16 2.54 2.66 155 13.2% 0.12 0.02 0.38 0.00 0 0 118 Temp 19 18 0.00 0.26 14 1.2% 0.26 0.00 0.07 0.00 0 0 22 9209K 20 18 2.38 2.54 119 10.1% 0.16 0.02 0.39 0.00 0 0 120 Temp 21 20 0.55 0.68 62 5.3% 0.13 0.01 0.17 0.00 0 0 51 Temp 22 21 0.00 0.55 33 2.8% 0.55 0.02 0.37 0.00 0 0 113 9209K 23 20 1.96 2.38 36 3.0% 0.42 0.01 0.31 0.00 0 0 95 9209K 24 29 1.42 1.64 121 10.3% 0.22 0.02 0.54 0.00 0 0 168 Temp 25 24 0.00 0.13 25 2.2% 0.13 0.00 0.07 0.00 0 0 21

9209KB 26 24 0.18 0.72 69 5.9% 0.54 0.03 0.76 0.00 0 0 235

9209KB 27 26 0.00 0.18 10 0.9% 0.18 0.00 0.04 0.00 0 0 11

Temp 28 26 0.00 0.25 10 0.9% 0.25 0.00 0.05 0.00 0 0 16 9203K 29 59 0.00 0.58 353 30.0% 0.58 0.17 2.09 0.00 0 0 645 9203K 30 29 0.73 1.42 192 16.3% 0.69 0.11 1.35 0.00 0 0 416 Temp 31 30 0.21 0.60 96 8.2% 0.39 0.03 0.76 0.00 0 0 236 Temp 32 31 0.00 0.21 46 3.9% 0.21 0.01 0.19 0.00 0 0 60 9534G 33 30 0.35 0.73 64 5.5% 0.38 0.02 0.50 0.00 0 0 154 Temp 34 33 0.00 0.24 22 1.9% 0.24 0.00 0.11 0.00 0 0 33

76 35 37 0.14 0.53 52 4.4% 0.39 0.02 0.21 0.00 0 0 64 76 36 35 0.00 0.14 30 2.5% 0.14 0.00 0.04 0.00 0 0 13 76 37 38 0.53 0.93 79 6.7% 0.40 0.03 0.32 0.00 0 0 99 76 38 40 0.93 1.22 120 10.2% 0.29 0.03 0.35 0.00 0 0 109

Temp 39 38 0.00 0.30 41 3.5% 0.30 0.01 0.25 0.00 0 0 77 76 40 42 1.22 1.40 171 14.5% 0.18 0.03 0.31 0.00 0 0 97

Temp 41 40 0.00 0.44 34 2.9% 0.44 0.01 0.31 0.00 0 0 94 76 42 61 1.40 1.77 171 14.5% 0.37 0.05 0.64 0.00 0 0 200

Temp-NonSystem 43 47 0.25 1.08 97 8.3% 0.83 0.07 1.65 0.00 0 0 509 Temp 44 43 0.15 0.22 80 6.8% 0.07 0.00 0.11 0.00 0 0 35 Temp 45 44 0.00 0.15 17 1.4% 0.15 0.00 0.05 0.00 0 0 16 Temp 46 44 0.00 0.35 46 3.9% 0.35 0.01 0.33 0.00 0 0 102 Temp 47 62 0.00 0.13 306 26.0% 0.13 0.03 0.81 0.00 0 0 251

Temp-NonSystem 48 47 1.08 1.17 196 16.7% 0.09 0.02 0.36 0.00 0 0 112 9534 49 48 0.94 1.08 162 13.8% 0.14 0.02 0.46 0.00 0 0 143 Temp 50 49 0.00 0.47 34 2.9% 0.47 0.01 0.33 0.00 0 0 101 9534 51 49 0.62 0.94 116 9.9% 0.32 0.03 0.76 0.00 0 0 234 Temp 52 51 0.00 0.19 24 2.1% 0.19 0.00 0.09 0.00 0 0 29 9534 53 51 0.33 0.62 67 5.7% 0.29 0.02 0.40 0.00 0 0 123 Temp 54 53 0.00 0.23 44 3.7% 0.23 0.01 0.21 0.00 0 0 64 9534 55 53 0.00 0.33 23 2.0% 0.33 0.01 0.15 0.00 0 0 48

9534E 56 63 0.62 0.80 113 9.6% 0.18 0.02 0.21 0.00 0 0 64 9534E 57 56 0.29 0.62 69 5.8% 0.33 0.02 0.23 0.00 0 0 71 Temp 58 57 0.00 0.29 44 3.7% 0.29 0.01 0.26 0.00 0 0 81

Temp-NonSystem 59 60 1.71 1.76 358 30.5% 0.05 0.02 0.37 0.00 0 0 115 27th 6 1 158.00 158.60 1,177 100.0% 0.60 0.60 2.06 0.00 0 0 635

Temp 60 64 0.00 0.21 358 30.5% 0.21 0.06 1.54 0.00 0 0 473

US-66 61 62 1.77 3.00 171 14.5% 1.23 0.18 2.14 0.00 0 0 661

US-66 62 63 3.00 3.44 477 40.5% 0.44 0.18 0.71 0.00 0 0 219

US-66 63 64 3.44 3.64 589 50.1% 0.20 0.10 0.40 0.00 0 0 124

US-66 64 12 3.64 4.94 970 82.4% 1.30 1.07 4.29 0.00 0 0 1,328

Durango 7 6 157.50 158.00 1,177 100.0% 0.50 0.50 1.71 0.00 0 0 529 23rd 8 7 157.00 157.50 1,177 100.0% 0.50 0.50 1.71 0.00 0 0 529 I-17 9 8 16.40 157.00 1,177 100.0% 140.60 140.61 259.58 0.00 0 0 80,174

$100,860$0.00

Spitz Hill

326.53 $0.00

CCF

176.55 162.01

1,177

$0.00 $0.00 $0.00

Forest

Resource Enterprises

FForestorest

RResourceesource EEnterprisesnterprises

Forest

Resource Enterprises

FForestorest

RResourceesource EEnterprisesnterprises

8/17/2023 1 network_input80-Spitz Hill-Biomass.xlsm

Sale name: Spitz Hill

Pre-Haul Maintenance Post-Haul Maintenance

Type Mtce By select Total Cost Type Mtce By select Total Cost

Miscellaneous Road Maintenance Items Data and Cost Summary

Type Mtce By select Total Cost Data & Cost Summary Item

Appraisal point (mill or sort yard) District or Forest Sale termination date Analyst name Total hauled timber volume - CCF Distance: appraisal point - sale area (miles)

Maintenance Summary (all items) Total $'s Per CCF Traveling (haul) round trip minutes - RTM's Required rd maint deposits, FS (CT5.32) $0.00 $0.00 Standing RTM's (load, unload, scale, delay) Purchaser maintenance $0.00 $0.00 Total RTM's (traveling + standing) Other maintenance (CT5.32) $0.00 $0.00 Total sale variable costs Subtotal FS & other (CT5.32) $0.00 $0.00 Haul cost per CCF (based on RTM's only) Total for appraisal - Road Maintenance (all) $0.00 $0.00 Rd maint cost per CCF (all maintenance)

Total variable costs per CCF Approval Total sale fixed costs (const, reconst, etc.)

Title Total fixed cost per CCF Prepared By Road Management

Title Reviewed By Project Engineer

Title Reviewed By Systems Manager

Total sale costs per CCF $92.33

Value

Phx

176.55

Kaibab WRD

Utley

45.00 371.53

1,177

$92.33

326.53

Total sale costs (includes traveling rtm's, standing rtm's, all maint., & fixed costs) $108,628

$0.00

(Damage to roads from logging or landings, dust abatement, etc.)

(Open roads, blading, brushing, small slide removal, etc.) (Road closures, seeding, barriers, etc.)

$0.00 $0

$92.33

$108,628

(Traveling RTM's, haul maintenance, and fixed costs included from Road Report)

Forest

Resource Enterprises

FForestorest

RResourceesource EEnterprisesnterprises

Forest

Resource Enterprises

FForestorest

RResourceesource EEnterprisesnterprises print

8/17/2023 network_input80-Spitz Hill-Biomass.xlsm

Rev. April 2019

SOUTHWESTERN REGION

Road Maintenance T-Specifications for

Timber Sale/Stewardship Contracts

ROAD MAINTENANCE REQUIREMENTS:

The Contractor shall maintain roads in accordance with road maintenance requirements in C/CT5.31# or K/KT-F/FT.3.1# and the following road maintenance specifications.

Specification Specification Title

T-800 Definitions

T-801 Slide and Slump Repair

T-802 Ditch Cleaning

T-803 Surface Blading

T-804 Opening & Maintaining Roads

T-805 Opening & Maintaining Roads (High Blading)

T-806 Surface Repair

T-807 Surface Stabilization (Water)

T-808 Obsolete

T-808-1 Surface Stabilization (Other Materials)

T-809 Minor Drainage Structures

T-810 Roadway Vegetation

T-811 Closing Roads

T-812 Miscellaneous Structures

T-813 Treatment and Disposal of Hazard Trees

T-GEN General Requirements

SOUTHWESTERN REGION

Road Maintenance T-Specifications for

Timber Sale/Stewardship Contracts

ROAD MAINTENANCE REQUIREMENTS:

The Contractor shall maintain roads in accordance with road maintenance requirements in C/CT5.31# or K/KT-F/FT.3.1# and the following road maintenance specifications.

Specification

T-800

T-801

T-802

T-803

T-804

T-805

T-806

T-807

T-808

T-808—1

T-809

T-810

T-811

T-812

T-813

T-GEN

Specification Title

Definitions

Slide and Slump Repair

Ditch Cleaning

Surface Blading

Opening & Maintaining Roads

Opening & Maintaining Roads (High Blading)

Surface Repair

Surface Stabilization (Water)

Obsolete

Surface Stabilization (Other Materials)

Minor Drainage Structures

Roadway Vegetation

Closing Roads

Miscellaneous Structures

Treatment and Disposal of Hazard Trees

General Requirements

SPECIFICATION T-800 DEFINITIONS

Wherever the following terms or pronouns are used in Specifications T-801 through T-GEN, the intent and meaning shall be interpreted as follows:

800-1.1 - Agreement. Maintenance projects require a mutually acceptable method to resolve the problems, which arise when incompatible situations arise between drawings and specifications and actual conditions on the ground to allow orderly and satisfactory progress of the maintenance.

These specifications have been developed in anticipation of those problem areas and have provided that such changes will be by Agreement.

It is intended that drawings and specifications will govern unless "on-the-ground" conditions warrant otherwise, when specifications call for "Agreement", "agreed", or "approval" such Agreement or approval shall be promptly confirmed in writing.

800-1.2 - Annual Road Maintenance Plan. A plan prepared by various users of one or several roads. The plan is an Agreement on maintenance responsibilities to be performed for the coming year.

800-1.3 - Base Course. Material used to reinforce Subgrade or, as shown on drawings, placed on Subgrade to distribute wheel loads.

800-1.4 - Berm. Curb or dike constructed to prevent uncontrolled Roadway runoff water from discharging onto embankment slope.

800-1.5 - Borrow. Select Material taken from designated borrow sites.

800-1.6 - Crown, Inslope, and Outslope. The cross slope of the Traveled Way to aid in drainage and traffic maneuverability.

800-1.7 - Culverts. A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually entirely below the elevation of the Traveled Way.

800-1.8 - Drainage Dip. A dip in the Traveled Way which intercepts surface runoff and diverts the water off the Traveled Way. A Drainage Dip does not block the movement of traffic.

800-1.9 - Drainage Structures. Manufactured structures which control the runoff of water from the Roadway including Inslope, overside drains, aprons, flumes, downdrains, downpipes, culverts, and the like.

800-1.10 - Dust Abatement Plan. A table which lists the road, dust palliative, application rates, and estimated number of subsequent applications.

800-1.11 - Lead-off Ditches. A ditch used to transmit water from a Drainage Structure or Drainage Dip outlet to the natural drainage area.

800-1.12 - Material. Any substances specified for use in the performance of the work.

800-1.13 – Pre-haul Maintenance. Road maintenance work which must be accomplished to maintain the roads to a satisfactory condition commensurate with the Purchaser's use, provided Purchaser's Operations do not damage improvements under B/BT6.22 or G/GT.2.2, or National Forest resources and hauling can be done safely. This work will be shown in the Annual Road Maintenance Plan as provided in C/CT5.31# or K/T-F/T3.1#. Pre-haul Maintenance work

T-800-1

Wherever the following terms or pronouns are used in Specifications T-801 through T-GEN, the intent and meaning shall be interpreted as follows:

800-1.1 - Agreement. Maintenance projects require a mutually acceptable method to resolve the problems, which arise when incompatible situations arise between drawings and specifications and actual conditions on the ground to allow orderly and satisfactory progress of the maintenance.

These specifications have been developed in anticipation of those problem areas and have provided that such changes will be by Agreement.

It is intended that drawings and specifications will govern unless "on-the-ground" conditions warrant otherwise, when specifications call for "Agreement", "agreed", or "approval" such Agreement or approval shall be promptly confirmed in writing.

800-12 - Annual Road Maintenance Plan. A plan prepared by various users of one or several roads. The plan is an Agreement on maintenance responsibilities to be performed for the coming year.

800-1.3 - Base Course. Material used to reinforce Subgrade or, as shown on drawings, placed on Subgrade to distribute wheel loads.

800-1.4 - Berm. Curb or dike constructed to prevent uncontrolled Roadway runoff water from discharging onto embankment slope.

800-1.5 - Borrow. Select Material taken from designated borrow sites.

800-1.6 - Crown, lnslope, and Outslope. The cross slope of the Traveled Way to aid in drainage and traffic maneuverability.

800-1.? - Culverts. A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually entirely below the elevation of the Traveled Way.

800-1.8 - Drainage Dip. A dip in the Traveled Way which intercepts surface runoff and diverts the water off the Traveled Way. A Drainage Dip does not block the movement of traffic.

800-1.9 - Drainaqe Structures. Manufactured structures which control the runoff of water from the Roadway including lnslope, overside drains, aprons, flumes, downdrains, downpipes, culverts, and the like.

800-1.10 - Dust Abatement Plan. A table which lists the road, dust palliative, application rates, and estimated number of subsequent applications.

800-1.11 - Lead-off Ditches. A ditch used to transmit water from a Drainage Structure or Drainage Dip outlet to the natural drainage area.

800-1.12 - Material. Any substances specified for use in the performance of the work.

800-1.13 —Pre-haul Maintenance. Road maintenance work which must be accomplished to maintain the roads to a satisfactory condition commensurate with the Purchaser's use, provided Purchaser's Operations do not damage improvements under B/BT6.22 or G/GT.2.2, or National Forest resources and hauling can be done safely. This work will be shown in the Annual Road Maintenance Plan as provided in C/CT5.31# or K/T-F/T3.1#. Pre-haul Maintenance work

T-800-1 the Purchaser elects to perform will be in compliance with the Road Maintenance T-Specifications.

800-1.14 - Roadbed. The portion of a road between the intersection of Subgrade and sideslopes, excluding that portion of the ditch below Subgrade.

800-1.15 - Road Maintenance Plan. A table which shows applicable road maintenance specifications to be performed by Purchaser on specific roads.

800-1.16 - Roadside. A general term denoting the area adjoining the outer edge of the Roadway.

800-1.17 - Roadway. The portion of a road within the limits of excavation and embankment.

800-1.18 - Shoulder. That portion of Roadway contiguous with Traveled Way for accommodation of stopped vehicles, for emergency use, and lateral support of base and Surface Course, if any.

800-1.19 - Slide. A concentrated deposit of Materials from above or on backslope extending onto the Traveled Way or Shoulders, whether caused by mass land movements or accumulated ravelling.

800-1.20 - Slough. Material eroded from the backslope which partially or completely blocks the ditch, but does not encroach on the Traveled Way so as to block passage of traffic.

800-1.21 - Slump. A localized portion of the Roadbed which has slipped or otherwise become lower than that of the adjacent Roadbed and constitutes a hazard to traffic.

800-1.22 - Special Project Specifications. Specifications which detail conditions and requirements peculiar to the individual project.

800-1.23 - Subgrade. Top surface of Roadbed upon which Base Course or Surface Course is constructed. For roads without Base Course or Surface Course, that portion of Roadbed prepared as the finished wearing surface.

800-1.24 - Surface Course. The Material placed on Base Course or Subgrade primarily to resist abrasion and the effects of climate. Surface Course may be referred to as surfacing.

800-1.25 - Surface Treatment Plan. A table which lists the roads and surface treatments to be…