127EAX21R0008 8.26.2021.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

1032194

USDA-FS CSA SOUTHWEST 7

333 BROADWAY BLVD SE

ALBUQUERQUE NM 87102-3498

7EAX

DAVID WATSON 602-225-5350

1x 08/4/2021

127EAX21R0008

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

0 0 calendar days and complete it within ________________ ________________ calendar days after receiving

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ________ _____ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

EMAIL ALL OFFERS/BID PROPOSALS TO:

DAVID.L.WATSON@USDA.GOV

FSR 708 Resurfacing Project (CONT 030406 ENG - FLTP Fossil Creek Road) This project will consist of a base bid for road reconditioning, surfacing, compacting aggregate material and cleaning, repairing and replacement of culverts. The project will begin at the intersection of FSR 708 and AZ-260 and proceed south for 6.5 miles to mile point 6.5. In accordance with FAR 36.204(f), the construction magnitude of this project is estimated between $500,000.00 to $600,000.00.

NAICS: 237310 SIZE STANDARD: $39.5M TOTAL SMALL BUSINESS SET ASIDE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

DAVID L. WATSON

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 7

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

127EAX21R0008

Delivery: 08/09/2021

Delivery Location Code: 8167

USDA FOREST SERVICE

COCONINO NATIONAL FOREST SO

1824 S THOMPSON ST

FLAGSTAFF AZ 86004 US

Period of Performance: 10/01/2021 to 03/31/2022

0001 Base FSR 708 - MP 0.00 to M.P. 6.50

0002 Opt 1: MP 6.5 to MP 7.0

FOB: Destination

0003 Opt 2: Mp 7.0 to MP 7.5

FOB: Destination

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

PROJECT

UNIT

SOL. #

ITEM NO. DESCRIPTION Method of Measure UNIT QTY UNIT PRICE TOTAL PRICE

FSR 708 - MP 0.00 to M.P. 6.50 151(01) Mobilization LSQ LS 1.00

301(01) Load, Haul and Spread 4" Aggregate Base, Compaction Method A, (Commercial Source, Grade "G" or approved equivalent per FSSS 703)

CQ MI 6.50

303(01) Roadway Recondition. CQ MI 6.50

602(01) Remove 18in X 30ft Galvonized CMP, 16 Guage and Replace with 18in x 30ft Galvonized CMP, 16 Guage

CQ EA 1.00

602(02) Remove 24in X 30ft Galvonized CMP, 16 Guage and Replace with 24in x 30ft Galvonized CMP, 16 Guage

CQ EA 1.00

301(02)

Load, Haul and Spread 10 yds of aggregate subbase, compaction method A, (Government Source, Subbase A or approved equivalent per FSSS 703) to obtain an additional 4" of cover over culvert, tapering down to the original road grade over a length of 50' on each side of the culvert.

CQ EA 13.00

301(03)

Load, Haul and Spread 20 yds of aggregate subbase, compaction method A, (Government Source, Subbase A or approved equivalent per FSSS 703) to obtain an additional 8" of cover over culvert, tapering down to the original road grade over a length of 100' on each side of the culvert.

CQ EA 10.00

FSR 708 OPTION 1- MP 6.50 to M.P. 7.00

301(01) Load, Haul and Spread 4" Aggregate Base, Compaction Method A, (Commercial Source, Grade "G" or approved equivalent per FSSS 703)

CQ MI 0.50

303(01) Roadway Recondition. CQ MI 0.50

301(02)

Load, Haul and Spread 10 yds of aggregate subbase, compaction method A, (Government Source, Subbase A or approved equivalent per FSSS 703) to obtain an additional 4" of cover over culvert, tapering down to the original road grade over a length of 50' on each side of the culvert.

CQ EA 1.00

301(03)

Load, Haul and Spread 20 yds of aggregate subbase, compaction method A, (Government Source, Subbase A or approved equivalent per FSSS 703) to obtain an additional 8" of cover over culvert, tapering down to the original road grade over a length of 100' on each side of the culvert.

CQ EA 1.00

FSR 708 OPTION 2- MP 7.00 to M.P. 7.50

301(01) Load, Haul and Spread 4" Aggregate Base, Compaction Method A, (Commercial Source, Grade "G" or approved equivalent per FSSS 703)

CQ MI 0.50

303(01) Roadway Recondition. CQ MI 0.50

Schedule of Items

FSR 708 Reconditioning and Resurfacing

Total Option 1

Total w/ Mobilization

Red Rock Ranger District

301(02)

Load, Haul and Spread 10 yds of aggregate subbase, compaction method A, (Government Source, Subbase A or approved equivalent per FSSS 703) to obtain an additional 4" of cover over culvert, tapering down to the original road grade over a length of 50' on each side of the culvert.

CQ EA 1.00

Signature Phone Vendor Name FAX

Email

NOTES:

(3) Following are abbreviation definitions from FP-14, Section 109 that may appear in the "Unit" column of

Flagstaff, Arizona 86001

2) Responses for quantities less than those listed may be rejected.

1) Respondent must price each item to be considered for award.

PRICE SUBMITTED BY:

Address 1824 S. Thompson St.

Total Option 2 Total Base and Options mailto:marc.burkett@usda.gov

STATEMENT OF WORK

FSR 708 RESURFACING PROJECT

WORK STATEMENT

DESCRIPTION OF WORK

FSR 708 Resurfacing Project: This project will consist of a base bid for road reconditioning, surfacing, compacting aggregate material and cleaning, repairing and replacement of culverts. The material for reconditioning and surfacing of 6.5 miles (base bid) will be from a commericial source, as well as two options for an additional 0.50 miles each. The project will begin at the intersection of FSR 708 and AZ- 260 and proceed south for 6.5 miles to mile point 6.5. The reconditioning of the road surface must be approved by the COR in writing prior to placement of the surfacing material. The contractor shall be responsible to obtain all permits as required by Arizona Department of Environmental Quality (ADEQ) for the contractor’s methods of operation(s).

LOCATION OF PROJECT

To reach FSR 708: From Campe Verde, AZ take AZ-260 east for 7.8 miles until you reach FSR 708 on the right. The start of project is at the intersection of FSR 708 and AZ-260 and continues south on FSR 708 for 6.5 miles.

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS (FP-14 U.S. CUSTOMARY UNITS) (2014)

The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14 U.S. Customary Units), 2014 are included by reference. The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract.

The 746-page book entitled “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14 U.S. Customary Units), is available from:

Headquarters Washington DC David K. Green Construction Standards Engineer Internet: David.Green@fhwa.dot.gov Mail: Federal Highway Administration

HFPD-3

400 Seventh Street, SW Washington D.C. 20590 https://flh.fhwa.dot.gov/resources/specs/ mailto:David.Green@fhwa.dot.gov https://flh.fhwa.dot.gov/resources/specs/

PROJECT LOCATION

PAGE OF1 9

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER

DATE

INDEX OF SHEETS

SHEET SHEET TITLE PAGE

G-01 COVER SHEET 1

G-02 VICINITY MAP 2

G-03 GENERAL NOTES 3

C-01 TYPICAL ROADWAY DETAILS 4

C-02 TYPICAL DITCH AND ROAD DETAILS 5

C-03 TYPICAL ROLLING DIP DETAILS 6

C-04 TYPICAL CULVERT DETAILS 7

C-05 WORK DESCRIPTION 8

C-06 WORK DESCRIPTION 9

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

VICINITY MAP

TRAVEL DIRECTIONS:

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

FSR 708: FROM CAMP VERDE, AZ TAKE AZ-260 EAST FOR 7.8 MILES

UNTIL YOU REACH FSR 708 ON THE RIGHT. START OF PROJECT IS AT

THE INTERSECTION FSR 708 AND AZ-260 AND CONTINUES SOUTH ON

FSR 708 FOR 6.5 MILES.

3/1 7/2

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FSR 708 RECONDITIONING

AND RESURFACING PROJECT

(R03) SOUTHWESTERN REGION

COCONINO NATIONAL FOREST

COCONINO COUNTY

ARIZONA

AZ-260 EAST TO

STRAWBERRY

I-17 SOUTH

TO PHOENIX

I-17 NORTH TO

FLAGSTAFF, AZ

AZ-260

FSR-708

CONSTRUCTION LIMITED TO OCT 1ST

TO APRIL 1ST.

DRAWING TITLE

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

FSR 708

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

VICINITY MAP

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

G-02

9 2

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

FSR 708

RECONDITIONING

AND RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

GENERAL NOTES

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

G-03

GENERAL NOTES:

1. A FIBER OPTIC LINE IS BURIED ALONG THE ROAD GENERALLY ON THE WEST SIDE BUT

CROSSES THE ROAD AND OF THE ROAD WHERE THE LINE IS LOCATED AND/OR WHERE IT

CROSSES UNDER THE ROAD AND RUNS ALONG THE EAST IN SEVERAL SECTIONS. THE LINE IS

BURIED SHALLOWLY. ENSURE THAT A REPRESENTATIVE IS ON SITE IF EXCAVATION NEEDS

TO OCCUR ON SIDES OF THE ROAD. NOTIFY AZ 811 PRIOR TO CONSTRUCTION

2. THE SPECIFIED SOURCE OF CRUSHED AGGREGATE SURFACING AND SUB-BASE MATERIAL

FOR THE FSR 708 RECONDITIONING AND RESURFACING PROJECT WILL BE A COMMERCIAL

SOURCE. CONTRACTOR TO SUBMIT LATEST SIEVE TEST FOR APPROVAL

3. SURFACING MATERIAL SHALL BE TYPE ADOT SPECIFIED-AB MATERIAL

4. THE PROJECT STARTS AT THE JUNCTION OF FSR 708 AND AZ-260, MILE POINT (M.P.) 0.00. THE

PROJECT CONTINUES SOUTH ON FSR 708 FOR 6.5 MILES TO M.P. 6.5. TWO OPTIONS FOR 0.50

MILES EACH START AT MILE 6.5 AND END AT MILE 7.5.

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

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

6. 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.

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

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

INCIDENTAL TO THE PROJECT.

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

DITCHES, DITCHES, ETC.) INCLUDING THOSE THAT ARE NOT FLAGGED OR SHOWN ON THE

PLANS. ALL USABLE MATERIAL SHALL BE PLACED ON THE ROAD.

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

CROSSINGS OR ACROSS PAVED APRONS ADJACENT TO BRIDGES. CONTRACTOR TO SWEEP

GRAVEL MATERIAL OFF PAVED SECTIONS PRIOR TO FINAL APPROVAL.

10. 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.

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

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

10 BUSINESS DAYS PRIOR TO THE START OF EARTH MOVING CONSTRUCTION. ALL SIGNS

SHALL MEET OR EXCEED MINIMUM REQUIREMENTS FOR SIZE, COLOR, AND REFLECTIVITY AS

DESCRIBED IN THE LATEST EDITION OF THE MUTCD.

13. 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.

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

TYPE OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES.

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

SOURCE IS LOCATED IN THE CITY OF CAMP VERDE.

16. VEHICULAR TRAFFIC SHALL NOT BE OBSTRUCTED FOR PERIODS IN EXCESS OF THIRTY

MINUTES.

17. 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.

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

TRANSPORTATION, OPERATING SUPPLIES, AND INCIDENTALS NECESSARY TO PERFORM THE

REQUIRED ROAD MAINTENANCE.

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

PLAN(S).

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

DELETERIOUS MATERIALS PRIOR TO MOBILIZING ONTO THE FOREST.

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

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

FOR THE WORK REQUIRED. OPERATORS SHALL BE COMPETENT AND EXPERIENCED IN THE

OPERATION OF THE EQUIPMENT. EQUIPMENT SHALL HAVE SAFETY SIGNING AND

APPURTENANCES REQUIRED BY OSHA SUCH AS ROLLOVER PROTECTION (ROPS), FIRE

SUPPRESSION DEVICES, LIGHTS AND SLOW MOVING VEHICLE SIGNS. GRADING EQUIPMENT

MUST BE CAPABLE OF CUTTING, CROWNING AND SHAPING OPERATIONS NECESSARY TO

SUCCESSFULLY PERFORM THE TASKS OF THIS CONTRACT. THE CONTRACTOR'S EQUIPMENT

SHALL BE MADE AVAILABLE FOR INSPECITON PRIOR TO NOTICE TO PROCEED. IF AT ANY TIME

DURING THE COURSE OF THIS CONTRACT, THE EQUIPMENT IS DEEMED UNSATISFACTORY OR

UNSAFE, THE CONTRACTING OFFICER MAY REQUIRE REMOVAL AND A SATISFACTORY

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

OF EQUIPMENT TO OR FROM WORK AREAS, TO REPAIR OR REPLACE EQUIPMENT, OR FOR THE

CONTRACTOR'S CONVENIENCE SHALL BE AT THE CONTRACTOR'S EXPENSE.

22. 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.

23. 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.

24. 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.

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

WITH AGGREGATE SURFACING AND ROADWAY DITCH" TO ENSURE A MINIMUM CROSS SLOPE

OF 4%.

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

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

EXCAVATION WORK REQUIRED AS PART OF THIS CONTRACT.

27. CONSTRUCTION IS LIMITED TO OCT 1ST TO APRIL 1ST, OUTSIDE OF PERMITTING SEASON.

ROAD CLOSURE MAY BE REQUESTED.

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NATURAL GROUND

ROAD TEMPLATE

TRAVELED WAY

12' MIN - 14' AVE

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' AVE

3'

M

I N

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING,

CROWN, AND ROADWAY DITCH

CLEARING WIDTH

M

I N

TRAVELED WAY

12' MIN - 14'AVE

MIN 3% MIN 3%

NATURAL GROUND

ROAD TEMPLATE

4" MIN. COMPACTED DEPTH

3'

CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

TYPICAL ROADWAY

DITCH

CLEARING WIDTH

TYPICAL ROADWAY

DITCH

CLEARING LIMITS WILL BE WHICHEVER IS

GREATER: SHOULDER +6 FT OR HEAL/TOE OF

SLOPE +3 FT.

INTERSECTION GRADING AND SHAPING

INTERSECTING ROAD

4" AGGREGATE SURFACE

DITCH FLOW LINE

C

L

MAINTAIN EXISTING DITCH FLOW LINES

TO ENSURE POSITIVE DRAINAGE AWAY

FROM THE EXISTING INTERSECTING

ROAD.

R O

A D

W I D

T H

NOTE: A FIBER OPTIC LINE RUNS ALONG THE ROAD AND UNDERNEATH IN MULTIPLE LOCATIONS.

ENSURE THAT BLUE STAKE IS CONTACTED AND/OR A REPRESENTATIVE IS ON SITE BEFORE

EXCAVATION IN THESE LOCATIONS.

Note:

Clearing is incidental to reconditioning pay item

Fiber optic cable may affect ability to re-establish road width

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 7/2

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FSR 708

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

TYPICAL ROADWAY

DETAILS

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

C-01

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* DITCH

TOP OF CUT

W

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25' TRANSITION

EX. SHOULDER

SHOULDER

3:1

SLOPE

2' MIN

INLET BASIN

G

R

A

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R

A

I N

INSTALL DITCH BLOCK

(IF NECESSARY)

NATURAL GROUND

CLEARING & SEEDING

15' (TYP.)

ROADBED

CLEARING &

SEEDING

10'

WIDTH

12"

MIN

EXCAVATED

MATERIAL

CLEARING &

SEEDING

12"

8"

24"

MIN

24" MIN

OR 6"+D

ROADBED EDGE

COMPACTED

TO 95%±

LEAD OFF DITCH

FLAT BOTTOM DITCH

WING DITCH

DITCH BLOCK

SAMPLE DITCH TYPICAL

DITCH TYPICAL NOTES

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

3/1 7/2

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SOUTHWESTERN REGION

FSR 708

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

TYPICAL DITCH AND

ROAD DETAILS

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

C-02

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A A

0"

0"

A-A DETAIL

SPOT AGGREGATE OVER CULVERTS (TYP.)

N.T.S.

50 12

60 15

100 24

ABOVE VOLUMES BASED ON 14' BASE WIDTH

R O

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* DITCH

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ROADBED

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AGGREGATE (COMPACTED0) 10 CY

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MATCH ROAD SURFACE

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CULVERT

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SPOT GRAVEL QUANTITIES (IN CY)

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LENGTH (FT)

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CRUSHED/SCREEN

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%%UINTERSECTION

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4" AGGREGATE 21 C.Y. 6" AGGREGATE 32 C.Y. (AS SHOWN)

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50' RADIUS (OR AS STAKED)

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50' RADIUS (OR AS STAKED)

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%%USPOT GRAVEL DETAIL

nwarnke Highlight nwarnke Highlight

M

X

M

X

SUBGRADE

0.5-2.5'

NOT TO SCALE

TOE

(H) INSIDE

10'

10'

START

DIP

END

DIP

DITCH/BOTTOM

DRAIN LINE

0-10% ANGLE

(H) OUTSIDE

LP

D

O

W

N

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A

D

E

ROLLING DIP NOTES:

1. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED

THROUGH THE DIP.

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

ALLOW POSITIVE DRAINAGE, UNLESS OTHERWISE FLAGGED.

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

COMPACTED SURFACE TO DIMENSION (H).

4. ROLLING DIP CONSTRUCTION, COMPACTION AND TOLERANCES

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

5. ALL DITCHES ASSOCIATED WITH ROLLING DIP STRUCTURES SHALL

BE MAINTAINED WITHIN THE PROJECT SITE.

6. DIRECTION OF EXISTING WATER FLOW SHALL BE MAINTAINED.

NOT TO SCALE

ROLLING DIP CONSTRUCTION DIMENSIONS

TYPE "1"

%GRADE

LENGTH

DEPTH (H)

A B

OUTSIDE

EDGE

INSIDE

EDGE

0-4% 18 55 0.9' 0.4'

5-8% 16 85 0.8' 0.3'

9-12% 15 110 0.7' 0.3'

B 2-A B

CLASSIFIED BORROW

REQUIRED

INCIDENTAL TO

RECONDITIONING PAY ITEM

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 7/2

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SOUTHWESTERN REGION

FSR 708

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

TYPICAL ROLLING DIP

DETAILS

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

C-03

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ROAD GRADE LINE

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GRAVEL SURFACE

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ROLLING DRAINAGE DIP PROFILE

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120°

60°

TYPICAL CROSS-SECTION WITH WITH CULVERT

TYPICAL CULVERT SKEW ON CENTER OF ROAD

ORIGINAL GROUND

OR STREAM BED

ORIGINAL GROUND

OR STREAM BED

5% GRADE MINIMUM

DO NOT RAISE OUTLET ABOVE

ORIGINAL GROUND OR STREAMBED.

CENTER LINE OF ROAD

ROAD SURFACE

SUBGRADE MUST BE

12" ABOVE THE

HIGHEST EXPOSED

EDGE OF THE

CULVERT.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 7/2

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

TYPICAL CULVERT

DETAILS

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

C-04

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 7/2

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

WORK DESCRIPTION

3/11/21

MARC BURKETT

MARC BURKETT

N. WARNKE

C-05

WORK DESCRIPTION - FSR 708

MILE POINT 0.00 - 6.50: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH THE FP-14 SPECIFICATION SECTION 301, LOAD, HAUL, SPREAD, AND

COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301 UTILIZING A COMMERCIAL SOURCE

AGGREGATE WITH A GRADATION OF FSSS 703.05 GRADE "G", ADOT SPEC AB, OR APPROVED

EQUIVALENT. AGGREGATE SUB-BASE MATERIAL WILL BE A COMMERCIAL SOURCE SUB-BASE "A" OR

APPROVED EQUIVALENT PER FSSS 703.

M.P. WORK DESCRIPTION.

0.00 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 14' to 16' MAX AND CLEANING AND SHAPING OF

ROADSIDE DITCHES ON BOTH SIDES, STARTING AT THE JUNCTION OF FSR 708 AND AZ-260.

0.01 PROTECT IN PLACE EXISTING GATE AND CATTLEGUARD.

0.14 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

0.26 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER

100' BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

0.56 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.64 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

0.68 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

0.76 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

0.79 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER

100' BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

0.86 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

0.89 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

1.04 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.06 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

1.11 PROTECT IN PLACE AND CLEAN EXISTING CATTLEGUARD.

1.15 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

1.16 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

1.20 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.23 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

1.27 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

1.29 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

1.37 MAINTAIN EXISTING LEAD OFF DITCHES ON THE RIGHT AND THE LEFT.

1.43 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

1.44 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

1.47 PROTECT IN PLACE EXISTING BRIDGE AND RELATED STRUCTURES.

1.49 PROTECT IN PLACE EXISTING 30" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

1.73 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

1.76 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

WORK DESCRIPTION - FSR 708 CONTINUED

M.P. WORK DESCRIPTION

1.88 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

1.96 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

2.02 PROTECT IN PLACE EXISTING 36" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

2.14 PROTECT IN PLACE EXISTING BRIDGE AND RELATED STRUCTURES.

2.19 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

2.25 PROTECT IN PLACE EXISTING 36" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

2.41 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

2.52 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

2.60 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.61 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.62 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

2.63 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

2.69 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

2.71 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

2.91 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.11 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.24 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.46 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.53 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.59 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.65 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

3.78 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

3.88 PROTECT IN PLACE EXISTING 36" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.96 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

3.99 PROTECT IN PLACE EXISTING 36" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.03 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

4.13 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.20 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.27 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

4.37 REMOVE AND REPLACE EXISTING 24" CMP PIPE WITH A 24" X 30' GALVANIZED CMP PIPE, MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL

BEFORE AND AFTER THE CULVERT OVER 100' BACK TO THE ORIGINAL ROAD GRADE, BEFORE

RESURFACING.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 7/2

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SOUTHWESTERN REGION

FSR 141H

RECONDITIONING AND

RESURFACING

PROJECT

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

WORK DESCRIPTION

3/11/21

MARC BURKETT

MARC BURKETT

NWARNKE

C-06

WORK DESCRIPTION - FSR 708 CONTINUED

M.P. WORK DESCRIPTION

4.40 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

4.59 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

4.64 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

4.70 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.73 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.74 PROTECT IN PLACE AND CLEAN EXISTING CATTLE GUARD.

4.77 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

4.80 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

4.83 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

4.86 MAINTAIN EXISTING LEAD OFF DITCHES ON THE RIGHT AND LEFT.

4.88 MAINTAIN EXISTING LEAD OFF DITCH ON THE RIGHT.

4.90 MAINTAIN EXISTING LEAD OFF DITCH ON THE LEFT.

4.93 MAINTAIN EXISTING INTERSECTION OF FSR 708J AND FSR 708 ON THE RIGHT.

4.96 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.23 PROTECT IN PLACE EXISTING BRIDGE AND RELATED STRUCTURES.

5.27 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.36 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.44 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING, BEFORE RESURFACING.

5.51 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.59 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.64 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YARDS OF MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50' BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING, BEFORE RESURFACING, BEFORE RESURFACING.

5.75 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.78 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.85 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

5.92 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YARDS OF MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50' BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING, BEFORE RESURFACING, BEFORE RESURFACING.

5.98 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

6.13 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YARDS OF MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50' BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING, BEFORE RESURFACING, BEFORE RESURFACING.

6.28 PROTECT IN PLACE EXISTING 24" CMP SQUASH CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

6.37 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

6.41 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

6.50 END OF RECONDITIONING, END OF SURFACING. END OF WORK. List of abbreviations

· CMP = CORRUGATED METAL PIPE

· FSSS = FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

· FSR = FOREST SYSTEM ROAD

· ' = FOOT

· FT=FOOT

· " = INCHES

· IN=NCH

· YD³=CUBIC YARDS

· CY = CUBIC YARDS

· R3=REGION 3

· I.E. = EXAMPLE

WORK DESCRIPTION - FSR 708 OPTION 1

MILE POINT 6.50 - 7.00: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH THE FP-14 SPECIFICATION SECTION 301, LOAD, HAUL, SPREAD, AND

COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301 UTILIZING A COMMERCIAL SOURCE

AGGREGATE WITH A GRADATION OF FSSS 703.05 GRADE "G", ADOT SPEC AB, OR APPROVED

EQUIVALENT. AGGREGATE SUB-BASE MATERIAL WILL BE A COMMERCIAL SOURCE SUB-BASE "A" OR

APPROVED EQUIVALENT PER FSSS 703.

M.P. WORK DESCRIPTION

6.50 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 14' to 16' MAX AND CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES, STARTING AT THE END OF THE BASE CONTRACT AT M.P. 6.50.

6.61 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 20 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 8", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 100'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

6.90 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING.

7.00 END OF RECONDITIONING, END OF SURFACING. END OF WORK.

MILE POINT 7.00 - 7.50: RECONDITION ROAD IN ACCORDANCE WITH FP-14 SECTION 303. RESURFACE

ROAD IN ACCORDANCE WITH THE FP-14 SPECIFICATION SECTION 301, LOAD, HAUL, SPREAD, AND

COMPACT AGGREGATE (USING COMPACTION METHOD A) TO A MINIMUM DEPTH OF 4" IN ACCORDANCE

WITH THE FP-14 AND FSSS SPECIFICATIONS SECTION 301 UTILIZING A COMMERCIAL SOURCE

AGGREGATE WITH A GRADATION OF FSSS 703.05 GRADE "G", ADOT SPEC AB, OR APPROVED

EQUIVALENT. AGGREGATE SUB-BASE MATERIAL WILL BE A COMMERCIAL SOURCE SUB-BASE "A" OR

APPROVED EQUIVALENT PER FSSS 703.

M.P. WORK DESCRIPTION

7.00 BEGIN RECONDITIONING OF ROAD AND RESURFACING WITH 4” (COMPACTED DEPTH) OF CRUSHED AGGREGATE SURFACING ACROSS A ROAD WIDTH OF 14' to 16' MAX AND CLEANING AND SHAPING OF ROADSIDE DITCHES ON BOTH SIDES, STARTING AT THE END OF THE BASE CONTRACT AT M.P. 6.50.

7.04 PROTECT IN PLACE EXISTING 30" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

7.18 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH. PLACE

AN ADDITIONAL 10 YD3 OF SUBBASE MATERIAL OVER THE TOP OF THE CULVERT TO INCREASE COVER BY AN ADDITIONAL 4", TAPERING THE ADDITIONAL MATERIAL BEFORE AND AFTER THE CULVERT OVER 50'

BACK TO THE ORIGINAL ROAD GRADE, BEFORE RESURFACING, BEFORE RESURFACING.

7.28 PROTECT IN PLACE EXISTING 18" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

7.36 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

7.42 PROTECT IN PLACE EXISTING 24" CMP CULVERT. MAINTAIN INLET, OUTLET, AND LEAD OFF DITCH.

7.50 END OF RECONDITIONING, END OF SURFACING. END OF WORK.

SURFACING. END OF WORK.

WORK DESCRIPTION - FSR 708 OPTION 2

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FLUME ROAD

FOSSIL CREEK

AZ-260

00502

00708

00626

00708

00708H

00009J

09138F

09139J

09139H

8E

39Y

09245

09138D 09241

3D

09139L

00500A

08D

09249Q

09247D

00708G

39K

09138C

41N

00013A

38B

09247C

00009G

09243F

09139P

09248C

9S

09235C

09244

38E

00708C

06T

09243M

09248Q

09235

00009K

09206V

00708B

09247B

09139R

09245C

00708A

09242B

09F

00009E

00009H 00142G

09242

43P

09235A

3C

00142H

00708J

9C

09243B

09243N

09D

This product is reproduced from geospatial information prepared by the Coconino 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. Coconino National Forest reserves the right to correct, update, modify or replace GIS products without notification.0 0.4 0.8 1.2 1.60.2

Miles Date Saved: 3/17/2021 Document Path: T:\FS\NFS\Coconino\Program\7100Engineering\GIS\MarcBurkett\FSR 708\708 Map.mxd$

FSR 708 BLADING AND SHAPING PROJECT

Red Rock Ranger District Legend

FSR_708_Contract

FSR_708_Option1

FSR_708_Option2

OPER_MAINT

2 - HIGH CLEARANCE VEHICLES

3 - SUITABLE FOR PASSENGER CARS

4 - MODERATE DEGREE OF USER COMFORT

5 - HIGH DEGREE OF USER COMFORT

COCONINO NATIONAL FOREST

SOUTHWEST REGION 3

START OF CONTRACT:

INTERSECTION OF FSR 708

AND AZ-87

END OF BASE CONTRACT

FSR 708 MILE POINT 6.50

AZ-260 EAST TO STRAWBERRY

AZ-260 WEST TO CAMP VERDE

FSR 708 EAST TO STRAWBERRY

START OF OPTION 1

FSR 708 MILE POINT 6.5

START OF OPTION 2

FSR 708 MILE POINT 7.0

END OF OPTIONS

FSR 708 MILE POINT 7.5

FSR 708 Resurfacing Project FSSS Spec

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

105 - Control of Material

105.05 Use of Material Found in the Work

105.02(c) Contractor-located sources

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

107 - Legal Relations and Responsibility to the Public

Delete Subsection 107.05

108 - Prosecution and Progress

Delete Section 108

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement…