Exhibit3_Drawings.pdf

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SOUTHWEST REGION 3

APACHE-SITGREAVES NATIONAL FORESTS

ENGINEERING DIVISION

SHEET TITLE

TITLE SHEET

SCALE

Not To Scale

SHEET

OF

SUBMITTED BY:

PROJECT ENGINEER

REVIEWED BY:

REVIEWED BY:

DATE

DISTRICT RANGER DATE

INFRASTRUCTURE AND OPS

DATE

APPROVED BY:

FOREST SUPERVISOR DATE

APPROVED BY:

FOREST ENGINEER DATE

DRAWING SHEET INDEX

TITLE SHEET

DESCRIPTION OF WORK

THE PINEDALE ADMINISTRATIVE SITE, LOCATED IN

THE TOWN OF PINEDALE REQUIRES WATER

INFRASTRUCTURE IMPROVEMENTS. THE WORK

INCLUDES THE FOLLOWING:

- CAPPING EXISTING WELL AND REMOVING

ASSOCIATED COMPONENTS

-REMOVAL AND DISPOSAL OF A BACKFLOW

PREVENTER AND HYDRANTS

-INSTALLING NEW WATER LINES, HYDRANTS,

VALVES, AND MISCELLANEOUS COMPONENTS TO

SERVE THE RESIDENCE AND RANGER STATION

ALL WORK SHALL BE D0NE IN ACCORDANCE WITH

LOCAL, STATE, AND ADEQ CODES AND

REQUIREMENTS.

EXISTING SITE PLAN AND DEMO

NEW WATER INFRASTRUCTURE

WATER LINE AND VALVE DETAILS

HYDRANT AND BOX DETAILS

PINEDALE ADMIN

SITE

AZ260

P

IN

E D

A L E R

D

WILLOW AVE.

CENTER ST.OAK AVE.

HERD ST.

TO SHOW LOW

TO HEBER

N

E

S

W

APACHE-SITGREAVES

RANGER DISTRICT

PROJECT VICINITY MAP

PINEDALE ADMIN.

NEW WATER LINE

STATE VICINITY MAP

PROJECT LOCATION

BLYTHE

YUMA

KINGMAN

ROOSEVELT

NOGALES

TUCSON

GRANDE

CASA

PHOENIX

MESA

ALPINE

SAFFORD

GLOBE

TUBA CITY

PAYSON

FLAGSTAFF

CANYON

GRAND

SPRINGERVILLE

SHOWLOW

HEBER

CHINLE

PAGE

CLIFTON

FIRE CREW QUARTERSWELL

RESIDENCE

CISTERN

RANGER STATION

BARN

FUEL

SHED

Y

Y

YW W W W W W W

W

W

W

W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W

W W

W W

WWWWWWWW

W

W

W W

W W

W

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

REMOVE AND DISPOSE

BFP. CUT AT CAP VISIBLE

PIPE TO 6" BELOW NATURAL

GRADE REMOVE ALL EXISTING PIPING, PRESSURE

TANKS, CONNECTIONS, AND OTHER

WATER ACCESSORIES. RETURN TO THE

CONTRACTING OFFICER THE

PRESSURE TANKS (2) AND WATER METER.

REMOVE ELECTRICAL FROM PUMP

AND CONTROLLER TO THE DISCONNECT.

PUMP TO REMAIN; CAP WELL.

CUT AND CAP EXISTING LINE

TO RESIDENCE

REMOVE EXISTING HYDRANT

CUT AND CAP EXISTING

LINE TO RANGER STATION.

REMOVE AND DISPOSE

HYDRANT. CAP LINES

CUT AND CAP EXISTING

LINE AT HYDRANT

CUT AND CAP EXISTING

LINE FROM WELL

REMOVE AND DISPOSE EXISTING

HYDRANT. CUT AND CAP LINE.

EXISTING BARBED WIRE

FENCE AND PROPERTY LINE

SHEET NOTES

SCALE (1" = 80')

LEGEND

1. PRIOR TO BIDDING THE WORK,

THE CONTRACTOR SHALL SATISFY

THEMSELVES TO THE ACTUAL SITE

CONDITIONS AND

REQUIREMENTS.

2. CUT AND CAP LINES, WHERE

INDICATED, 6" BELOW NATURAL

GRADE.

N

E

S

W

160'80'40'0' 20'

WM

WV

BFP

Y

W

WATER METER

WATER VALVE

BACKFLOW PREVENTER

HYDRANT

WATER LINES

R E V

IS

IO

N D

E

SC

R

IP

T

IO

N D

A T

E E X

IS

T

IN

G

S

IT

E P

L A

N A

N D

D E M

O L A

K E

SI

D E R

A N

G E R

D

IS

T R

IC

T

So u th w es t

R eg io n

A p a ch e- Si tg re a v es

N a ti o n a l

Fo re st s

E n g in ee ri n g D iv is io n

P

IN

E D

A L E A

D M

IN

W A

T E R

L

IN

E

Sheet 2

IN

IT

IA

L S

RESIDENCE

RANGER STATION

BARN

FUEL

SHED

W W

W

W

2"

1"

1"

1"

W

Y

Y

CONNECT NEW 2" HDPE

LINE TO EXISTING CITY

WATER METER

2" STOP &

WASTE VALVE

CONNECT NEW LINE TO RESIDENCE

POST-TYPE HYDRANT;

DETAIL 1B, SHEET 5 OF 5.

PROVIDE ALL REQUIRED BUSHINGS,

COUPLINGS, AND CONNECTIONS

REQUIRED FOR 2" LINE TO CONNECT

TO HYDRANT FLANGE OR CONNECTION

YARD HYDRANT;

DETAIL 2B, SHEET 4 OF 5

CONNECT NEW LINE TO

RANGER STATION

EXISTING BARBED WIRE

FENCE AND PROPERTY LINE

SHEET NOTES

SCALE (1" = 50')

LEGEND

1. NEW WATER LINE LOCATIONS

HAVE BEEN STAKED BY THE

GOVERNMENT. DO NOT EXTEND

GROUND DISTURBANCE BEYOND

TEN (10) FEET ON EITHER SIDE OF

STAKED LOCATIONS, UNLESS

PRIOR APPROVAL IS OBTAINED

FROM THE CONTRACTOR OFFICER.

2. INSTALL CURB STOP VALVES IN

VALVE BOX, PER DETAIL 4A, SHEET

4 OF 5.

3. PROVIDE PRECAST CONCRETE

BOXES PER DETAIL 2A AND 3B,

SHEETS 4 AND 5, RESPECTIVELY.

SIZE TO HOUSE VALVES AND

GAUGES AS SHOWN.

4. 3000 PSI CONCRETE THRUST

BLOCKS INSTALLED UNDER ALL

TEES AND 90 DEGREE BENDS.

5. PROVIDE ALL REQUIRED

CONNECTIONS, BUSHINGS,

FITTINGS, AND OTHER MATERIALS

FOR WATER LINE INSTALLATION.

N

E

S

W

100'50'25'0'

WM

WV

BFP

Y

W

WATER METER

WATER VALVE

BACKFLOW PREVENTER

HYDRANT

WATER LINE

So u th w es t

R eg io n

A p a ch e- Si tg re a v es

N a ti o n a l

Fo re st s

E n g in ee ri n g D iv is io n

Sheet 3

R E V

IS

IO

N D

E

SC

R

IP

T

IO

N D

A T

E N

E W

W A

T E R

IN

FR

A

ST

R U

C T

U R

E

P

IN

E D

A L E A

D M

IN

W A

T E R

L

IN

E

IN

IT

IA

L S

L A

K E

SI

D E R

A N

G E R

D

IS

T R

IC

T

So u th w es t

R eg io n

A p a ch e- Si tg re a v es

N a ti o n a l

Fo re st s

E n g in ee ri n g D iv is io n

Sheet 4

R E V

IS

IO

N D

E

SC

R

IP

T

IO

N D

A T

E W

A T

E R

L

IN

E A

N D

V A

L V

E D

E T

A

IL

S

P

IN

E D

A L E A

D M

IN

W A

T E R

L

IN

E

IN

IT

IA

L S

L A

K E

SI

D E R

A N

G E R

D

IS

T R

IC

T

WATERLINE TRENCH

CLASS A BACKFILL

INLINE VALVEPRE-CAST CONCRETE BOX

PLAN

SELECT MATERIAL

MARKING TAPE

6" TO 10"

24" MAX

MOUND BACKFILL 3"

ABOVE GROUND LINE

SELECT EXCAVATED

MATERIAL

REMOVABLE CAST IRON

COVER MARKED "WATER"

WATERLINE WITH

TRACER WIRE

BEDDING MATERIAL

6" 6" 6" 6"

HDPE SDR

11 PIPE

VALVE BOX

CURB STOP VALVE

3" 3"

UNION

4" ROUND

DRAIN ROCK

DETAIL 1A DETAIL 2A DETAIL 3A NO SCALENO SCALENO SCALE

PIPE DIA.

36" MINIMUM PIPE COVER

CAST IRON VALVE BOX

LOCKING COVER

MARKED "WATER"

" M

IN

IM

U

M C

O V

E R

" 3

4" ROUND

DRAIN ROCK

DETAIL 4A NO SCALE

ADJUSTABLE COVER

PROVIDE LARGE BASE

FOR VALVES GREATER

THAN 2" IN DIAMETER

6"6" 1"

PVC OR IRON RISER

PIPE; HEIGHT AS NEEDED

STACKABLE BOXES

AS NEEDED TO

ACHIEVE PIPE COVER

DEPTH

L A

K E

SI

D E R

A N

G E R

D

IS

T R

IC

T

So u th w es t

R eg io n

A p a ch e- Si tg re a v es

N a ti o n a l

Fo re st s

E n g in ee ri n g D iv is io n

Sheet 5

NO SCALE

DETAIL 1B ELEVATION VIEW

COPPER DRAIN

TUBE

2" HDPE SDR 11 PIPE

FINISHED GRADE

CONCRETE BASE

2' X 2'; 6" THICK;

#4 REBAR 6" O.C.

EACH WAY

STAND-PIPE; SIZED

TO MEET MINIMUM

COVER DEPTH

4" ROUND DRAIN

ROCK; 18" SQUARE

AND 30" HIGH

6" x 8" x 12" CONCRETE

THRUST BLOCK (TYP.)

" M

IN

IM

U

M C

O V

E R

#4 REBAR; EMBED IN CONCRETE

POST TYPE HYDRANT

R E V

IS

IO

N D

E

SC

R

IP

T

IO

N D

A T

E H

Y D

R A

N T

A N

D B

O X

D E T

A

IL

S

P

IN

E D

A L E A

D M

IN

W A

T E R

L

IN

E

IN

IT

IA

L S

CONCRETE BASE

2' X 2'; 6" THICK;

#4 REBAR 6" O.C.

EACH WAY

FINISHED GRADE

STAND-PIPE; SIZED

TO MEET MINIMUM

COVER DEPTH

4" HDPE SDR 11 PIPE

UNION

4" FEMALE INLET PORT

EPOXY SEAL AROUND

HYDRANT AND CONCRETE

" M

IN

IM

U

M C

O V

E R

COPPER DRAIN

TUBE

6" x 8" x 12" CONCRETE

THRUST BLOCK (TYP.)

4" ROUND DRAIN

ROCK; 18" SQUARE

AND 30" HIGH

NO SCALE

DETAIL 2B ELEVATION VIEW

YARD HYDRANT

SIZED TO HOUSE REQUIRED

UTILITY SERVICES

2" MIN.

PIPE

COVER

A

B

PULL SLOT

A B

BOX

COVER

LOCKING BOLTS (2)

IRON LID

MOUSE HOLES (2);

4" X 4" OPENING WITH

4" X 4" KNOCKOUT

ABOVE OPENING

DIMENSIONS INCHES

DETAIL 3B

NO SCALE

PRE-CAST CONCRETE BOX