2022-RUIN Crush and Stockpile.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

C-01 COVER SHEET

C-02 SITE PLAN

C-03 PIT NOTES

C-04 GENERAL NOTES

RUIN PIT - FROM THE INTERSECTION OF INTERSTATE 40, EXIT 163

(WILLIAMS, AZ) PROCEED SOUTH ON N. GRAND CANYON BLVD 0.7

MILES, TURN RIGHT (WEST) ON W. RAILROAD AVENUE, 0.1 MILES,

TURN LEFT (SOUTH) ON N 4TH STREET (SOUTH PERKINSVILLE ROAD

/ CR 73) FOR APPROXIMATELY 8.4 MILES, TURN LEFT (EASTERTLY)

ON FSR 110 APPROXIMATELY 9.7 MILES, THEN TURN LEFT (EAST) ON

FSR 3285 (RUIN PIT ACCESS ROAD), FOR APPROXIMATELY 0.6 TO

THE PROJECT SITE.

T20N, R4E, SEC 25 & 30

LAT 35° 05' 5.48" N, LON 112° 01' 3.11" W

APPROVED:

DISTRICT RANGER

FOREST SUPERVISOR DATE

RECOMMENDED BY:

FOREST ENGINEER

DATE

DATE

DIRECTOR OF ENGINEERING

DATE

DATE

RO FACILITIES PROGRAM MANAGER

KAIBAB NATIONAL FOREST

SUPERVISOR'S OFFICE 800

SO. 6TH STREET

WILLIAMS, AZ 86046

R03 - SOUTHWESTERN REGION

KAIBAB NATIONAL FOREST

RUIN PIT CRUSH AND STOCKPILE

COCONINO COUNTY

ARIZONA

1 (800) 782-5348

RUIN PIT

F

S

R

F S

R

D

F

F

F

N/A

N/A

N/A

N/A

AutoCAD SHX Text

GOVERNING SPECIFICATIONS

AutoCAD SHX Text

PROJECTS" FP-14 U.S. CUSTOMARY UNITS,

AutoCAD SHX Text

SHALL GOVERN.

AutoCAD SHX Text

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

AutoCAD SHX Text

"STANDARD SPECIFICATIONS FOR CONSTRUCTION

LOCATION: T20N R4E SEC 25 & 30

RUIN PIT

PIT ACCESS

ROAD - UPPER

VICINITY MAP

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

R03

SOUTHWESTERN REGION

RUIN PIT CRUSH AND

STOCKPILE

KAIBAB

WILLIAMS

SITE PLAN

03/03/2022

NWARNKE

NWARNKE

N.WARNKE

C-02

02 04

ACCESS ROAD TO LOWER

CRUSH AND STOCK AREA

PROPOSED

ROCK

EXCAVATION

AREA

PROPOSED

STOCKPILE

AREA

R

O

C

K

I

D

G

E

P

R

O

P

O

S

E

D

C

U

S

H

E

R

L

O

C

A

T

I O

N

PIT ACCESS

ROAD - LOWER

BOUNDARIES AND

DIMENSIONS ARE

APPROXIMATE

F

D

F

D

P

R

O

P

O

S

E

D

S

T

O

C

K

P

I

L

E A

R

E

A

PROPOSED

ROCK

EXCAVATION

AREA

P

R

O

P

O

S

E

D

C

R

U

S

H

E

R

L

O

C

A

T

I O

N

CLEARING

LIMIT

CLEARING

LIMIT

AutoCAD SHX Text

MAGNETIC NORTH

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

R03

SOUTHWESTERN REGION

RUIN PIT CRUSH AND

STOCKPILE

KAIBAB

WILLIAMS

PIT NOTES

03/03/2022

NWARNKE

NWARNKE

N.WARNKE

C-03

03 04

RUIN PIT ACCESS BRIDGE OVERL0AD NOTES:

1. 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.

2. 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.

3. 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.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE COR CAN CHECK

COMPLIANCE WITH OVERLOAD PERMIT, I.E., SCALES, SPEED MONITORING AND

TRIP COUNTING.

5. THE CONTRACTOR SHOULD PROVIDE THE FOREST SERVICE WITH ANY PERMITS

REQUIRED BY THE STATE HIGHWAY DEPARTMENT.

6. THE CONTRACTOR'S ENGINEER SHOULD STATE ANY ASSUMPTIONS MADE AND

THE NUMBER OF TRIPS OVER ANY STRUCTURE SHOULD BE CLEARLY STATED

UPON REQUEST.

7. 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.

8. TO AVOID FOREST SERVICE STRUCTURES THE PIT CAN BE ACCESSED VIA

COUNTY ROAD 73 AND FSR 110. IT IS RECOMMENDED THAT THE CONTRACTOR

DRIVE ANY PROPOSED ROUTE TO ENSURE SAFE AND ADEQUATE EQUIPMENT

PASSAGE AND ENSURE THEY ARE IN COMPLIANCE WITH ALL OTHER LAND

AGENCY REQUIREMENTS.

9. THE CONTRACTOR SHALL INFORM THE FOREST SERVICE AND COR OF THEIR

PROPOSED TRAVEL ROUTE AHEAD OF TIME.

ADDITIONAL SOURCE FOR FINES IF NEEDED CAN BE OBTAINED TROUGH

COMMERCIAL SOURCE OR WITH DISTRICT RANGER APPROVAL ARE ALSO

AVAILABLE AT THE PITMAN VALLEY PIT LOCATION. LOCATED OFF I-40, AT EXIT 171.

T22N, R3E, SEC 23. LAT 35° 16' 18.95" N LON 112° 3' 3.19" W

PITMAN

VALLEY

PIT

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

WILLIAMS

1. WEIGHING PROCEDURES AND DEVICES ARE REQUIRED FOR

MEASUREMENT AND PAYMENT IN ACCORDANCE WITH FP-14 SECTIONS

109.03 AND SHALL BE CERTIFIED BY STATE WEIGHTS AND

MEASUREMENTS.

2. ALL OVERSIZED MATERIAL GENERATED IN THE ROCK BLASTING/ROCK

EXCAVATION OPERATIONS SHALL BE UTILIZED FOR AGGREGATE

PRODUCTION, REGARDLESS OF SIZE.

3. ALL AGGREGATE PRODUCED ON THIS CONTRACT SHALL MEET THE

REQUIREMENTS UNDER FSSS SECTION 703.05B, FOR SURFACE COURSE

AGGREGATE, GRADING G,

4. STOCKPILE SIDE SLOPES SHALL BE NO FLATTER THAN 1:1.5.

AGGREGATES AND SHALL BE STOCKPILED IN ACCORDANCE WITH FSSS

SECTION 320.

5. ALL REFUSE FROM CLEARING AND GRUBBING OPERATIONS SHALL BE

PILED IN CONSTRUCTION LIMITS DESIGNATED BY THE COR.

6. 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.

7. THE BOTTOM OF THE PIT SHALL SLOPE A MINIMUM OF 1% IN THE

DIRECTION OF EXISTING CONTOURS. ALL SIDE SLOPES SHALL BE

APPROXIMATELY 2:1 UPON COMPLETION OF CRUSHING OPERATIONS.

8. OVERBURDEN SHALL BE PLACED IN AN ATTEMPT TO BRING PREEXISTING

PIT SLOPES TO 2:1.

9. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN SECURITY. A

TEMPORARY GATE CAN BE INSTALLED AND REMOVED UPON

COMPLETION OF CONTRACT. THIS INCLUDES SITE SECURITY TO

PREVENT AGGREGATE THEFT UNTIL ACCEPTED BY GOVERNMENT.

10. PROPOSED PIT PLAN LOCATIONS AND DIMENSIONS ARE APPROXIMATE

AND WILL BE FURTHER IDENTIFIED IN THE FIELD.

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 NO COST.

13. THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 U.S. CUSTOMARY

UNITS) ARE INCLUDED IN THE SPECIFICATIONS PER SECTION C.3 OF THE

BID PACKAGE.

14. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT RUIN PIT. WATER

SOURCES ARE AVAILABLE FOR RUIN PIT IN PARKS AND WILLIAMS.

15. IF FEDERALLY THREATENED/ENDANGERED SPECIES, FOREST SERVICE

SENSITIVE SPECIES, OR BALD OR GOLDEN EAGLES ARE WITHIN THE

VICINITY OF 0.5 MILES OF THE PROJECT AREA, THEN SEASONAL

CLOSURES OF OPERATIONS DURING THE BREEDING SEASON (MARCH 1

TO SEPTEMBER 30) WILL BE IMPOSED TO PREVENT NOISE-RELATED

DISTURBANCE FROM AFFECTING THE REPRODUCTIVE SUCCESS AND

SURVIVAL OF THE SPECIES OF CONCERN.

16. CONTRACTOR SHALL MAINTAIN MINIMUM 25 FT BUFFER BETWEEN NEWLY

CRUSHED STOCKPILE DEFINED PIT LIMITS AND TREELINE.

17. ALL EXISTING OVERSIZED BOULDERS SHALL BE UTILIZED FOR

AGGREGATE PRODUCTION PRIOR TO ANY ROCK BLASTING/ROCK

EXCAVATION AND OR PIT EXPANSION.

18. ALL EXISTING SLOPES AND ANY POTENTIAL NEW SLOPES CREATED

DURING OPERATIONS SHALL BE LAID AT A MINIMUM 2:1 SLOPE.

19. ANY AND ALL OVERSIZE MATERIAL GENERATED IN THE OPERATIONS,

ROCK BLASTING/ROCK EXCAVATION, REGARDLESS OF SIZE, SHALL BE

UTILIZED FOR AGGREGATE PRODUCTION.

20. 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.

21. THE CONTRACTOR SHALL COMPLY WITH FP-14 AND APPLICABLE FS

SUPPLEMENTS DIVISION 200, SECTION 205, ROCK BLASTING.

22. ALL OVERSIZE MATERIAL, REGARDLESS OF SIZE, SHALL BE REDUCED TO

A MAXIMUM SIZE OF 2'X2'X2' THROUGHOUT THE PROJECT SITE UPON

CONTRACT COMPLETION.

23. ROCK RIDGE SHALL BE REMOVED AS PART OF ANY ROCK BLASTING

PROCEDURE IN AN EFFORT TO CREATE A UNIFORMED SLOPE BETWEEN

THE ROCK EXCAVATION AREA AND THE FINES EXCAVATION AREA.

24. GRADATION G SHALL HAVE A MAXIMUM FLAT AND ELONGATED

PARTICLES OF 10 PERCENT AS MEASURED ON THE GREATER THAN OR

RETAINED ON THE 3/4-INCH SIEVE USING A 3:1 RATIO (ASTM D 4791)..

25. ADDITIONAL SOURCE FOR FINES TO MEET GRADATION REQUIREMENTS IF

NEEDED CAN BE OBTAINED THROUGH COMMERCIAL SOURCE OR WITH

APPROVAL FROM DISTRICT RANGER, THE PITMAN VALLEY PIT LOCATED

OFF I-40, AT EXIT 171. (T 22 N, R 3 E, SEC 23), SEE LOCATION MAP ON PIT

NOTES, SHEET 3.

26. CONTAINMENT: Containment of hazardous materials for the protection of the environment from contamination as well as for protection of employees who work in areas where hazardous materials ar stored and used.

Code(s) EPA CFR 264.175

(a) Container storage areas must have a containment system that is designed and operated in accordance with paragraph (b) of this section.

(b) A containment system must be designed and operated as follows:

(c) The containment system must have sufficient capacity to contain 10% of the volume of the containers or the volume of the largest container, whichever is greater. Containers that do not contain free liquids need to be considered in this determination.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

R03

SOUTHWESTERN REGION

RUIN PIT CRUSH AND

STOCKPILE

KAIBAB

WILLIAMS

GENERAL NOTES

03/03/2022

NWARNKE

NWARNKE

N.WARNKE

C-04

04 04

GRADATION "G" SPECIFICATION

PERCENT PASSINGSIEVE SIZE

inch

1001 inch

97 - 100 inch inch

70 - 80 (6) inch

51 - 63 (7)

No. 4

No. 8

28 - 39 (6)

No. 16

19 - 27 (5)

No. 40

10.0 - 16.0 (4)

No. 200

( ) The value in the parenthese is the allowable deviation (±) from the target values.

If the plasticity index (PI) is greater than 0, the TV range for the No.

200 sieve size is 8 - 12 (4).

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R