Attachment 4 - Maps.pdf

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Attached to
Curly Pit Crush and Stockpile
Solicitation number
127EAX24R0016
Issued by

About this file

This document appears to be an attachment containing maps and general notes for a federal contract opportunity. The contract is for the Curly Pit Crush and Stockpile project for the USDA Forest Service, Coconino National Forest, Flagstaff Ranger District in Arizona.

The key details include:

  • The contract requires surveying, clearing and grubbing, drilling, blasting, sampling and testing, stockpile surveying for quality control, and crushing and stockpiling of an aggregate material that must meet the "Monlux" gradation specification.
  • The project location is approximately 22.3 miles north of Flagstaff, Arizona.
  • There are various general notes provided, including requirements for environmental protection, contractor responsibilities, and technical specifications for the work.
  • The solicitation number is 127EAX24R0016 and the estimated performance period is not provided.

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FOREST LOCATION MAP

PAGE OF1 3

RECOMMENDED BY:

APPROVED:

DISTRICT RANGER

FOREST SUPERVISOR

FOREST ENGINEER

RO TRANSPORTATION PROGRAM MANAGER

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 2/28/2024

G-02 GENERAL NOTES 2/28/2024

C-01 PROPOSED SITE PLAN AND GRADATION SPEC 2/28/2024

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

CURLY PIT

CRUSH AND STOCKPILE

(R3) SOUTHWESTERN REGION

COCONINO NATIONAL FOREST

COCONINO COUNTY

ARIZONA

From Flagstaff:

Travel north on US-180 for approximately 22.3 miles and turn right onto FSR

523. Continue east on FSR 523 for approximately 1.1 miles until reaching Curly Pit on the right.

FLAGSTAFF

CURLY PIT

Map Data (C) 2024 Google

GENERAL NOTES:

1. IF FEDERALLY THREATENED/ENDANGERED SPECIES, FOREST SERVICE SENSITIVE

SPECIES, OR BALD OR GOLDEN EAGLES ARE NESTING WITHIN THE VICINITY OF 0.5

MILES OF THE PROJECT AREA, THEN SEASONAL RESTRICTIONS TO OPERATIONS ARE

EFFECTIVE DURING THE BREEDING SEASON (MARCH 1 TO SEPTEMBER 1) TO PREVENT

DISTURBANCE OF THE AFFECTED SPECIES. AT THIS TIME, THERE ARE NO KNOWN

IMPACTS.

2. PROPOSED PIT PLAN LOCATIONS AND DIMENSIONS ARE APPROXIMATE AND WILL BE

FURTHER IDENTIFIED IN THE FIELD BY THE COR.

3. PIT EXPANSION WILL BE ALLOWED IN THIS CONTRACT AND WILL CONTINUE TO

SOUTH/SOUTHEAST OF THE INDICATED WORK AREA AS SHOWN IN THE SITE PLAN MAP

(C-01).

4. WEIGHING PROCEDURES AND DEVICES ARE REQUIRED IN ACCORDANCE WITH FP-14

SECTION 109.03 AND SHALL BE CERTIFIED BY STATE WEIGHTS AND MEASUREMENTS.

5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR

THIS TYPE OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES. ADEQ AIR

QUALITY PERMIT AND NOI (INCLUDING A SWPPP AND EROSION CONTROL PLAN) ARE

REQUIRED.

6. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN SECURITY. A TEMPORARY

FENCE AND GATE CAN BE INSTALLED AND REMOVED UPON COMPLETION OF THE

CONTRACT.

7. THE BOTTOM OF THE PIT SHALL SLOPE A MINIMUM OF 1% TO PROVIDE POSITIVE

DRAINAGE. ALL EXISTING SLOPES AND ANY NEW SLOPES CREATED DURING

OPERATIONS SHALL BE LAID AT A MAXIMUM 2:1 SLOPE.

8. STOCKPILE SIDE SLOPES SHALL BE NO FLATTER THAN 1V:1.5H AND SHALL BE

STOCKPILED IN ACCORDANCE WITH FP-14 SECTION 314.05.

9. ALL AGGREGATE PRODUCED SHALL MEET THE REQUIREMENTS OF THE "MONLUX"

SPECIFICATION FOR SURFACE COURSE AGGREGATE. SEE SHEET C-01.

10. AGGREGATE SHALL HAVE A MAXIMUM OF 10% FLAT AND ELONGATED PARTICLES. IF

APPARENT FLAT AND ELONGATED PARTICLES ARE OBSERVED IN THE MATERIAL. THE

CONTRACTOR SHALL HAVE THE MATERIAL TESTED FOR FLAT AND ELONGATED

PARTICLES AT THE REQUEST OF THE COR PER ASTM D4791 (1:3 RATIO, PLUS 3/8"

SIEVE, CALCULATED BY MASS, WEIGHTED AVERAGE) AT THE CONTRACTOR'S

EXPENSE.

11. THERE IS NO MOISTURE CONTENT REQUIREMENT FOR STOCKPILED AGGREGATE.

12. THE CONTRACTOR IS ALLOWED TO CAMP AT THE SITE DURING THE CONSTRUCTION

PERIOD. THIS MAY REQUIRE A DISTRICT ISSUED CAMPING PERMIT AT NOT COST.

13. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT CURLY PIT.

14. CLEARING AND GRUBBING MAY BE REQUIRED IF ADDITIONAL EXPANSION FOR THE

PIT DEVELOPMENT IS NECESSARY. ALL REFUSE FROM THIS OPERATION SHALL BE

PILED IN LOCATIONS DESIGNATED BY THE COR.

15. MERCHANTABLE TIMBER AS DEFINED BY THE UTILIZATION STANDARDS SHALL BE

HANDLED ACCORDING TO FSSS SECTION 201 AND ALL APPLICABLE SUPPLEMENTS

AND DECKED IN LOCATIONS DESIGNATED BY THE COR.

16. THE CONTRACTOR SHALL COMPLY WITH FP-14 SECTION 205, ROCK BLASTING,

DURING BLASTING OPERATIONS.

17. THE CONTRACTOR SHALL PLAN FOR 10 FT DEEP ENTRY FOR INITIAL DRILLING. THE

PROPOSED FOOTPRINT CAN BE MODIFIED AS NECESSARY TO ACCOMMODATE THIS

DEPTH.

18. ALL EXISTING OVERSIZED BOULDERS SHALL BE UTILIZED FOR A VEHICLE BARRIER

AND/OR AGGREGATE PRODUCTION PRIOR TO ANY ROCK BLASTING/ROCK

EXCAVATION AND/OR PIT EXPANSION WITH APPROVAL FROM THE COR. THE

VEHICLE BARRIER SHALL BE PLACED AT ENTRANCE LOCATIONS OF THE PROJECT

SITE AS DESIGNATED BY THE COR. SPACE BETWEEN THE OVERSIZED BARRIER

MATERIAL SHALL NOT EXCEED 36 INCHES.

19. ALL ADDITIONAL OVERSIZED MATERIAL THAT IS NOT USED TO CREATE A VEHICLE

BARRIER, REGARDLESS OF SIZE, SHALL BE REDUCED TO A MAXIMUM SIZE OF

2'X2'X2' THROUGHOUT THE PROJECT SITE.

20. PROTECT IN PLACE ALL EXISTING EQUIPMENT ON SITE, INCLUDING THE GATE AT

THE PIT ENTRANCE OFF FSR 523.

21. ONE 50 GALLON SPILL KIT OR TWO 30 GALLON SPILL KITS MUST BE LOCATED

ON-SITE DURING USE OF HEAVY EQUIPMENT.

22. CONTRACTOR SHALL COMPLETE A TOPOGRAPHIC SURVEY OF SITE PRIOR TO,

DURING AND POST OPERATIONS. THE SURVEY SHALL BE PERFORMED BY A

LICENSED AND INSURED COMPANY AND SHALL BE INCIDENTAL TO LINE ITEM 154 IN

THE SCHEDULE OF ITEMS.

23. THE SITE TOPOGRAPHIC SURVEY DATA SHALL BE DELIVERED TO THE

GOVERNMENT IN THE FOLLOWING FORM: AUTOCAD 2020 SURFACE FILE, OR OTHER

FORMAT APPROVED BY THE COR, CLEARLY STATING THE ANALYZED VOLUME OF

THE STOCKPILE AND VISUALLY REPRESENTATIVE OF THE STOCKPILE THAT WAS

ANALYZED. THE QUANTITY SURVEY SHOULD NOT INCLUDE THE PIT FLOOR, BUT

SHOULD INCLUDE AGGREGATE WITH LAB RESULTS THAT HAVE BEEN SUBMITTED

AND ACCEPTED.

24. CONTRACTOR WILL BE GIVEN 10 PAID DAYS TO MEET "MONLUX" GRADATION

SPECIFICATION. SPOILS WILL BE USED ON PIT FLOOR, PIT ENTRANCE APRON, BUT

NOT ON FSR 523.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/8 /24

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CRUSH AND

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COCONINO

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FLAGSTAFF

RANGER DISTRICT

GENERAL NOTES

02/28/2024

T. LARSON

T. LARSON

T. CONNOLLY

G-02

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MONLUX GRADATION SPEC

SIEVE SIZE PERCENT PASSING

1 1/2 inch

1 inch 100

3/4 inch 97-100

1/2 inch

3/8 inch 68-85

No. 4 45-64

No. 8

No. 16 25-42

No. 40 16-29

No. 200 8-12 12-18

Plasticity Index* 5-9 2-5 If desired, off-site clay soil may be used to meet indicated limits or 2% bentonite* maybe added by weight when there at least 8% No 200 and low or no PI

GRADATION OF STOCKPILED MATERIAL

SHALL BE "MONLUX" PER THE ATTACHED

SPECIFICATION TABLE.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/8 /24

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R3

SOUTHWESTERN REGION

CURLY CRUSH AND

STOCKPILE

COCONINO

NATIONAL FOREST

FLAGSTAFF

RANGER DISTRICT

PROPOSED SITE PLAN

AND GRADATION

SPEC

02/28/2024

T. LARSON

T. LARSON

T. CONNOLLY

C-01

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Sheets and Views
Curly Pit Plan FY24-COVER
Curly Pit Plan FY24-GEN NOTES
Curly Pit Plan FY24-SITE PLAN
OLE1
2024-04-09T14:50:01-0700
RAYMOND HOLT
2024-04-09T14:59:55-0700
SEAN UNTALAN
2024-04-09T13:52:26-0700
MATTHEW MCGRATH
2024-04-09T16:57:25-0700
AARON MAYVILLE

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