Attachment 4 - Maps.pdf
PDF 1 MB Posted
- Attached to
- Curly Pit Crush and Stockpile
- Solicitation number
- 127EAX24R0016
- Issued by
-
Department of Agriculture Forest Service
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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Text version
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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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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FY
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SOUTHWESTERN REGION
CURLY CRUSH AND
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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 |
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