20230228_GuajaloteMaterialSourceSite_Drawings.pdf
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- Attached to
- 127EAX23Q0036 – GUAJALOTE MATERIAL SOURCE SITE DEVELOPMENT & STOCKPILING Federal contract opportunity
- Solicitation number
- 127EAX23Q0036
About this file
This document provides details for solicitation number 127EAX23Q0036 to develop the Guajalote Flat Quarry material source site for road surfacing aggregate production. Work includes clearing and grubbing, topsoil stripping and stockpiling, rock blasting and excavating, rock crushing and stockpiling. The contractor must comply with FP-14 and FSSS specifications and produce a "G" surface coarse aggregate gradation. The location is on the Coronado National Forest Sierra Vista Ranger District. The Forest Service will award a firm fixed-price contract using best value tradeoff to the offer that meets requirements and has the most advantageous price. The small business set-aside has a deadline of June 13, 2023 for responses. A site visit is scheduled for May 23 and the period of performance is between $250,000 to $500,000.
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
GUAJALOTE FLAT QUARRY DEVELOPMENT
FROM NOGALES, AZ TAKE STATE ROUTE 82 (EAST PATAGONIA HWY) 4 MILES TO BEYERVILLE, AZ
TRAVEL EAST FOR 13 MILES ON NFSR 61 (WASHINGTON MONTEZUMA PASS)
TRAVEL NORTH ON NFSR 49 (SOUTH HARSHAW ROAD) FOR 4.5 MILES, ENTRANCE TO NEWLY
CONTRUCTED QUARRY ACCESS ROAD IS ON THE NORTH SIDE OF THE ROAD, TAKE ACCESS ROAD
1,100 FEET TO THE PROJECT SITE.
AND AGGREGATE STOCKPILING
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
DIRECTOR OF ENGINEERING
DATE
FOREST SUPERVISOR DATE
RO FACILITIES PROGRAM MANAGER DATE
2/2 7/2
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ARIZONA STATE
SANTA CRUZ COUNTY
(R03) SOUTHWEST REGION
CORONADO NATIONAL FOREST
SIERRA VISTA RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET 2/24/2023
G-02 GENERAL NOTES 2/24/2023
S-01 QUARRY PLAN VIEW 2/24/2023
31°25'58.90"N 110°42'41.75"W
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 7/2
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W G;
(R03)
SOUTHWEST REGION
GUAJALOTE
FLAT QUARRY
CORONADO NATIONAL
FOREST
SIERRA VISTA RANGER DISTRICT
GENERAL NOTES
02/24/2023
G.PORT
X.XXX
J.LIVINGSTON
G-02 002 003
TARGET VALUE RANGES FOR SURFACE GRADATION ("G" GRADING)
SIEVE SIZE PERCENT BY MASS PASSING
1 INCH 100
INCH 91 - 100
INCH
70 - 80 (±6)
NO. 4
51 - 63 (±7)
NO. 16
28 - 39 (±6)
NO. 40
19 - 27 (±5)
NO. 200
10 - 16 (±4)
STANDARD METHODS: AASHTO T27 & T11
SOURCE: TABLE 703-3 (FSSS)
GENERAL NOTES
1. THE QUARRY BOUNDARY LOCATION AND DIMENSIONS (SHEET S-1) ARE APPROXIMATE AND WILL BE FURTHER IDENTIFIED IN THE FIELD.
2. CLEARING AND GRUBING IS REQUIRED PRIOR TO THE BLASTING/EXCAVATION OF ROCK, REFUSE SHALL BE PILED WITHIN THE QUARRY
BOUNDARY IDENTIFIED ON SHEET S-01. THE CLEARED AND GRUBED AREA SHALL NOT EXCEED THE AREA NEEDED FOR AGGREGATE
PRODUCTION UNDER THIS CONTRACT.
3. TOPSOIL STRIPPING AND STOCKPILING IS REQUIRED PRIOR TO BLASTING/EXCAVATION OF ROCK, TOPSOIL SHALL BE STOCKPILED WITHIN
THE QUARRY BOUNDARY IDENTIFIED ON SHEET S-01.
4. AGGREGATE PRODUCTION SHALL COMPLY WITH FP-14 AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS), AGGREGATE
SHALL BE "G" GRADING FROM FSSS TABLE 703-3, ALSO ON SHEET G-01.
5. AGGREGATE SHALL HAVE A MAXIMUM OF 10% FLAT AND ELONGATED PARTICLES. IF EXCESS FLAT AND ELONGATED PARTICLES ARE
OBSERVED BY THE COR DURING A ROUTINE SITE INSPECTION, THE CONTRACTOR SHALL QUANTIFY THE FLAT AND ELONGATED
PARTICLES IN STOCKPILES USING ASTM D4791 TEST METHODS. TESTING AND REMOVAL OF FLAT AND ELONGATED PARTICELS SHALL BE
AT THE CONTRACTOR'S EXPENSE.
6. THERE IN NO MOISTURE CONTENT REQUIREMENT FOR STOCKPILED AGGREGATE.
7. ANY AND ALL OVERSIZE MATERIAL GENERATED IN THE OPERATIONS, ROCK BLASTING/ROCK EXCAVATION, REGARDLESS OF SIZE, SHALL
BE UTILIZED FOR AGGREGATE PRODUCTION, IF EXCESS BOULDERS REMAIN, THEY SHALL BE REDUCED TO A MAXIMUM SIZE OF 2'X2'X2'
FOR FUTURE USE.
8. THE BOTTOM OF THE PIT SHALL SLOPE A MINIMUM OF 1% IN THE DIRECTION OF THE EXISTING CONTOURS. ALL SIDE SLOPES SHALL BE
APPOXIMATELY 2:1 UPON COMPLETION OF CRUSHING OPERATIONS.
9. ANY POTENTIAL NEW SLOPES CREATED DURING OPERATIONS SHALL BE CONSTRUCTED AT A MAXIMUM OF 2:1 SLOPE.
10. THE CONTRACTOR SHALL COMPLY WITH FP-14 AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS), DIVISION 200, SECTION
205, ROCK BLASTING.
11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS TYPE OF CONSTRUCTION, INCLUDING ANY ASSOCIATED FEES, ADEQ AIR QUALITY PERMIT AND NOTICE OF INTENT (INCLUDING A SWPPP AND EROSION CONTROL PLANS) ARE REQUIRED.
12. THE CONTRACTOR SHALL HAVE A 50-GALLON SPILL KIT (OR TWO 30-GALLON SPILL KITS) LOCATED ON-SITE DURING THE OPERATION OF
HEAVY EQUIPMENT.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN SECURITY, THIS INCLUDES SITE SECURITY TO PREVENT AGGREGATE THEFT
UNTIL ACCEPTED BY GOVERNMENT. THE GUAJALOTE QUARRY ACCESS ROAD WILL HAVE A GOVERMENT INSTALLED GATE AT NFSR 49
(SOUTH HARSHAW AVENUE).
14. THE CONTRACTOR MUST HAVE A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ARIZONA COMPLETE AN OVERLOAD PERMIT
FOR CROSSING ANY FOREST SERVICE BRIDGE, INCLUDING A LOAD RATING FOR THE PROPOSED VEHICLE(S) AND EQUIPMENT.
15. THE CONTRACTOR'S ENGINEER SHOULD PERFORM THEIR OWN BRIDGE RATING TO BASE THE LOAD RATING ON. EXISTING INFORMATION
ON FOREST SERVICE BRIDGES CAN BE SUPPLIED TO THE ENGINEER UPON REQUEST.
16. THE OVERLOAD PERMIT AND LOAD RATING MUST BE SUBMITTED TO THE FOREST SERVICE FOR REVIEW, COMMENT, AND ACCEPTANCE
AND ONCE ANY COMMENTS HAVE BEEN ADDRESSED THE CONTRACTOR'S ENGINEER MUST STAMP, SIGN, AND DATE THE LOAD RATING
CALCULATIONS.
17. IT IS THE CONTRACTOR"S RESPONSIBILITY TO ENSURE THE COR CAN CHECK COMPLIANCE WITH OVERLOAD PERMIT (I.E. SCALES, SPEED
MONITORING AND TRIP COUNTING).
18. THE CONTRACTOR SHOULD PROVIDE THE FOREST SERVICE WITH ANY PERMITS REQUIRED BY THE STATE HIGHWAY DEPARTMENT.
19. THE CONTRACTOR'S ENGINEER SHOULD STATE ANY ASSUMPTIONS MADE AND THE NUMBER OF TRIPS OVER ANY STRUCTURE SHOULD
BE CLEARLY STATED UPON REQUEST.
20. IF AN OVERLOAD IS PROPOSED BY THE CONTRACTOR IT IS HIGHLY RECOMMENDED THAT A PRE AND POST CONSTRUCTION INSPECTION
BE PERFORMED WITH A FOREST SERVICE REPRESENTATIVE AND THE COR PRESENT TO DETERMINE IF THERE HAS BEEN ANY DAMAGE
FROM THE OVERLOAD.
21. TO AVOID FOREST SERVICE STRUCTURES THE PIT CAN BE ACCESSED VIA ROUTE WASHINGTON MONTEZUMA PASS IT IS RECOMMENDED
THAT THE CONTRACTOR DRIVE ANY PROPOSED ROUTE TO ENSURE SAFE AND ADEQUATE EQUIPMENT PASSAGE AND ENSURE THEY ARE
IN COMPLINACE WITH ALL OTHER LAND AGENCY REQUIREMENTS.
22. THE CONTRACTOR SHALL INFORM THE FOREST SERVICE AND COR OF THEIR PROPOSED TRAVEL ROUTE AHEAD OF TIME.
23. THE CONTRACTOR IS ALLOWED TO CAMP AT THE SITE DURING THE CONSTRUCTION PERIOD, THIS MAY REQUIRE A DISTRICT ISSUED
CAMPING PERMIT AT NO COST.
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 7/2
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(R03)
SOUTHWEST REGION
GUAJALOTE
FLAT QUARRY
CORONADO NATIONAL
FOREST
SIERRA VISTA RANGER DISTRICT
QUARRY PLAN VIEW
02/24/2023
G.PORT
G.PORT
J.LIVINGSTON
S-01 002 003
QUARRY BOUNDARY
P R
O P
O S
E D
A C
C E
S S
R O
A D
(T O
B E
B U
IL
T
B Y
O T
H E
R S
Feet
0 100 200
BOUNDARIES AND DIMENSIONS ARE APPROXIMATE
555'
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