Crazy Cow PLANS FY22.pdf

PROJECT LOCATION

PAGE OF1 4

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 PROPOSED SITE PLAN 4

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

CRAZY COW PIT CRUSH AND

STOCKPILE

(R03) SOUTHWESTERN REGION

KAIBAB NATIONAL FOREST

COCONINO COUNTY

ARIZONA

AutoCAD SHX Text Williams Ranger District Williams, AZ 86046 Follow AZ-64 N to Fire Rd 688 47.6 mi 47.6 mi Head west on I-40 W 0.4 mi 0.4 mi 0.4 mi Take exit 165 toward AZ-64 N 0.4 mi 0.4 mi 0.4 mi Turn right onto AZ-64 N 46.8 mi 46.8 mi Take Forest Service Rd 302 13.6 mi 13.6 mi Turn right onto Fire Rd 688 0.4 mi 0.4 mi Continue straight 4.1 mi 4.1 mi Turn left 0.4 mi 0.4 mi Turn right onto FSR 302 2.7 mi 302 2.7 mi 2.7 mi Continue on 302. 8 mi . 8 mi 8 mi Turn left on FSR 310 2.1 mi 2.1 mi Turn left FSR 9218 2.0 mi 2.0 mi Turn Right FSR 9218 0.1 mi0.1 mi

A

A

A

Z

T

A

Z

T

D

E

C

D

E

C

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

/8/

:1 2 N

W

AR

NK

E

C:

\U

SE

RS

\N W

AR

NK

E\

BO

X\

SO

E

NG

IN

EE

RI

NG

-K

AI

\C

IP

-P

RO

JE

CT

S\

FY

\W

PA

P

E

NG

T

US

YN

C

RA

ZY

C

OW

C

&S \D

AT

A\

CR

AZ

Y

CO

W F

Y2 2.D

W G;

(R03)

SOUTHWESTERN

CRAZY COW PIT

CRUSH AND

STOCKPILE

KAIBAB NATIONAL

FOREST

MOGOLLAN RIM RD

VICINITY MAP

04/19/2021

O.GOATSONJAMES

O.GOATSONJAMES

S.UNTALAN

G-02 2 4

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

E

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

/8/

:1 2 N

W

AR

NK

E

C:

\U

SE

RS

\N W

AR

NK

E\

BO

X\

SO

E

NG

IN

EE

RI

NG

-K

AI

\C

IP

-P

RO

JE

CT

S\

FY

\W

PA

P

E

NG

T

US

YN

C

RA

ZY

C

OW

C

&S \D

AT

A\

CR

AZ

Y

CO

W F

Y2 2.D

W G;

(R03)

SOUTHWESTERN

CRAZY COW PIT

CRUSH AND

STOCKPILE

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

GENERAL NOTES

04/19/2021

O.GOATSONJAMES

O.GOATSONJAMES

S.UNTALAN

G-03 3 4

GENERAL NOTES:

TYPICAL CROSS-SECTION WITH AGGREGATE SURFACING

AND WITHOUT ROADWAY DITCH

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

AutoCAD SHX Text

1. WEIGHING PROCEDURES AND DEVICES ARE REQUIRED FOR MEASUREMENT AND PAYMENT IN WEIGHING PROCEDURES AND DEVICES ARE REQUIRED FOR MEASUREMENT AND PAYMENT IN ACCORDANCE WITH FP-14 SECTION 109.03 AND SHALL BE CERTIFIED BY STATE WEIGHTS AND MEASUREMENTS. 2. IF FEDERALLY THREATENED/ENDANGERED SPECIES, FOREST SERVICE SENSITIVE SPECIES, OR BALD 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. 3. STOCKPILE SIDE SLOPES SHALL BE NO FLATTER THAN 1V:1.5H AGGREGATES AND SHALL BE STOCKPILE SIDE SLOPES SHALL BE NO FLATTER THAN 1V:1.5H AGGREGATES AND SHALL BE STOCKPILED IN ACCORDANCE WITH FP-14 SECTION 314.05. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THIS TYPE OF 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. 5. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN SECURITY. A TEMPORARY FENCE AND GATE THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN SECURITY. A TEMPORARY FENCE AND GATE CAN BE INSTALLED AND REMOVED UPON COMPLETION OF CONTRACT. 6. PROPOSED PIT PLAN LOCATIONS AND DIMENSIONS ARE APPROXIMATE AND WILL BE FURTHER PROPOSED PIT PLAN LOCATIONS AND DIMENSIONS ARE APPROXIMATE AND WILL BE FURTHER IDENTIFIED IN THE FIELD BY THE COR. 7. THERE IS NO MOISTURE CONTENT REQUIREMENT FOR STOCKPILED AGGREGATE. THERE IS NO MOISTURE CONTENT REQUIREMENT FOR STOCKPILED AGGREGATE. 8. THE CONTRACTOR IS ALLOWED TO CAMP AT THE SITE DURING THE CONSTRUCTION PERIOD. THIS THE CONTRACTOR IS ALLOWED TO CAMP AT THE SITE DURING THE CONSTRUCTION PERIOD. THIS MAY REQUIRE A DISTRICT ISSUED CAMPING PERMIT AT NOT COST. 9. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT CRAZY COW PIT. NO GOVERNMENT WATER SOURCE IS AVAILABLE AT CRAZY COW PIT. 10. MERCHANTABLE TIMBER AS DEFINED BY THE UTILIZATION STANDARDS SHALL BE HANDLED MERCHANTABLE TIMBER AS DEFINED BY THE UTILIZATION STANDARDS SHALL BE HANDLED ACCORDING TO SECTION 204 AND ALL APPLICABLE SUPPLEMENTS AND DECKED IN LOCATIONS DESIGNATED BY THE COR. 11. ALL EXISTING OVERSIZED BOULDERS SHALL BE UTILIZED FOR A VEHICLE BARRIER AND/OR 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. 12. ALL EXISTING SLOPES AND ANY NEW SLOPES CREATED DURING OPERATIONS SHALL BE LAID AT A ALL EXISTING SLOPES AND ANY NEW SLOPES CREATED DURING OPERATIONS SHALL BE LAID AT A MAXIMUM 2:1 SLOPE. 13. THERE WILL BE NO PIT EXPANSION ALLOWED IN THIS CONTRACT. THERE WILL BE NO PIT EXPANSION ALLOWED IN THIS CONTRACT. 14. THE BOTTOM OF THE PIT SHALL SLOPE A MINIMUM OF 1% TO PROVIDE POSITIVE DRAINAGE. ALL THE BOTTOM OF THE PIT SHALL SLOPE A MINIMUM OF 1% TO PROVIDE POSITIVE DRAINAGE. ALL SIDE SLOPES SHALL BE APPROXIMATELY 2:1 AFTER COMPLETION OF THE CRUSHING OPERATION. 15. EXCESS OVERSIZED MATERIAL SHALL BE USED TO CONSTRUCT A VEHICLE BARRIER AT ENTRANCE EXCESS OVERSIZED MATERIAL SHALL BE USED TO CONSTRUCT A VEHICLE BARRIER AT ENTRANCE BARRIER AT ENTRANCE LOCATIONS OF THE PROJECT SITE DESIGNATED BY THE COR. SPACE BETWEEN THE OVERSIZED BARRIER MATERIAL SHALL NOT EXCEED 36 INCHES.

AutoCAD SHX Text

16. ALL ADDITIONAL OVERSIZED MATERIAL, THAT IS NOT USED TO CREATE A VEHICLE BARRIER, NOT USED TO CREATE A VEHICLE BARRIER, USED TO CREATE A VEHICLE BARRIER, REGARDLESS OF SIZE SHALL BE REDUCED TO A MAXIMUM SIZE OF 2'X2'X2' THROUGHOUT THE PROJECT SITE ON THIS CONTRACT. 17. THE CONTRACTOR WILL COMPLY WITH FP-14 SECTION 205, ROCK BLASTING, DURING BLASTING THE CONTRACTOR WILL COMPLY WITH FP-14 SECTION 205, ROCK BLASTING, DURING BLASTING OPERATIONS. 18. ONE 50 GALLON SPILL KIT OR TWO 30 GALLON SPILL KITS MUST BE LOCATED ON-SITE DURING ONE 50 GALLON SPILL KIT OR TWO 30 GALLON SPILL KITS MUST BE LOCATED ON-SITE DURING USE OF HEAVY EQUIPMENT. 19. GRADATION OF STOCKPILE SHALL BE "G" PER FP-14 FOREST SERVICE SUPPLEMENTAL GRADATION OF STOCKPILE SHALL BE "G" PER FP-14 FOREST SERVICE SUPPLEMENTAL SPECIFICATION TABLE 703-3. 20. AGGREGATE SHALL HAVE A MAXIMUM OF 10% FLAT AND ELONGATED PARTICLES. IF APPARENT 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" SEIVE, CALCULATED BY MASS, WEIGHTED AVERAGE) AT THE CONTRACTOR'S EXPENSE. 21. PROPOSED ROAD INCINDENTAL TO PIT DEVELOPMENT PAY ITEM PROPOSED ROAD INCINDENTAL TO PIT DEVELOPMENT PAY ITEM TABLE 1-1 GRADATION SPEC

AutoCAD SHX Text

NATURAL

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TEMPLATE

AutoCAD SHX Text

CLEARING LIMITS WILL BE WHICHEVER IS GREATER

AutoCAD SHX Text

SHOULDER +6' OR HEAL/TOE OF SLOPE +3'

MIN. 3%%% INSLOPE

D

E

C

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/8/

:1 2 N

W

AR

NK

E

C:

\U

SE

RS

\N W

AR

NK

E\

BO

X\

SO

E

NG

IN

EE

RI

NG

-K

AI

\C

IP

-P

RO

JE

CT

S\

FY

\W

PA

P

E

NG

T

US

YN

C

RA

ZY

C

OW

C

&S \D

AT

A\

CR

AZ

Y

CO

W F

Y2 2.D

W G;

R3

SOUTHWESTERN REGION

CRAZY COW PIT

CRUSH AND

STOCKPILE

KAIBAB NATIONAL

FOREST

TUSAYAN RANGER DISTRICT

PROPOSED SITE PLAN

4/19/2021

N.WARNKE

N. WARNKE

S.UNTALAN

C-01

PROPOSED

OPERATION AREA

NEPA PIT

BOUNDARY

ROAD

LEGEND

SITE PLAN NOTES:

1. CRUSHED AGGREGATE SHALL BE

STOCKPILED IN ACCORDANCE

WITH THE SPECIFICATIONS

OUTLINED IN FP-14 SECTION 314.

PROPOSED BLASING AREQA

PROPOSED STOCKPILE

PROPOSED ACCESS ROUTE,

PROTECT IN PLACE

LINE EITHER SIDE OF ROAD

WITH CLEARED TREES ROCKS

LARGER THAN 3-FT DIAMETER

PROPOSED

STOCKPILE AREA

STAGING AREA

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

E

Crazy Cow FY22-TYP1