Exhibit3_Drawings.pdf

APACHE-SITGREAVES

1 TITLE SHEET

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

BIG LAKE WATER

TANK REPLACEMENT

CLIFTON

STATE VICINITY MAP DRAWING SHEET INDEX

2 EXISTING SITE PLAN & DEMO

3 NEW TANKS SITE PLAN

4 CONSTRUCTION DETAILS

TITLE SHEET

OF

SHEET

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SOUTHWEST REGION 3

APACHE-SITGREAVES NATIONAL FORESTS

SPRINGERVILLE RANGER DISTRICT

SUBMITTED BY:

CIVIL ENGINEER DATE

REVIEWED BY:

INFRASTRUCTRE & OPS DATE

REVIEWED BY:

DISTRICT RANGER DATE

APPROVED BY:

FOREST ENGINEER DATE

APPROVED BY:

FOREST SUPERVISOR DATE

Project Vicinity Map

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PROJECT DESCRIPTIONESTIMATED QUANTITIES

POTABLE WATER TANK - 2 EACH

DRAIN LINES, 6" HDPE - 60 LF

DRAIN LINES, 6" VALVE - 2 EACH

TANK SUPPLY LINES, 8" HDPE - 40 LF

TANK SUPPLY LINES, 8" VALVE - 2 EACH

SHOW LOW

AZ260

BIG LAKE

SPRINGERVILLE

A Z

A Z

EAGAR

ALPINE

A Z

10 MI

US60

PROJECT LOCATION

REMOVE AND REPLACE THE EXISTING

400,000 GALLON BIG LAKE WATER

TANK WITH TWO 72,000 GALLON

TANKS, AND ASSOCIATED

CONNECTIONS TO EXISTING WATER

LINES, NEW VALVES. OPTIONAL ITEMS

INCLUDE TEMPORARY WATER SERVICE

TO THE CAMPGROUNDS, WELDED

EPOXY COATED TANKS, OR BOLTED

GLASS-FUSED TO STEEL TANKS.

06/06/2017

6" CAST IRON DRAIN LINE

TO HEADWALL TO REMAIN

STARTING AT TEE

45-DEGREE

BEND

6' C.I. GATE VALVE

EXISTING 6" CAST IRON

TEE; REMOVE ALL EXISTING

TANK OVERFLOW AND DRAIN

PIPING TO TEE LOCATION

INCLUDING VALVE CHAMBERS

AND BOXES

REMOVE EXISTING 400,000

GALLON STEEL TANK

REMOVE 8' C.I. SUPPLY

LINE FROM EXISTING TANK

TO AND INCLUDING

THE VALVE LOCATION.

REMOVE VALVE CHAMBER

AND BOX IN ITS ENTIRETY.

ENTRANCE ROAD

EXISTING FENCE

EXISTING DOUBLE

SWING GATE

8" C.I. WATER SUPPLY/DISCHARGE

C .I

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EXISTING

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EXISTING FOUNDATION

FOOTPRINT

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So u th w es t

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SCALE (1" = 10')

1. EXISTING TANK CONTAINS

THE LIQUID LEVEL

CONTROLS CONSISTING OF

TELEMETRY TRANSMITTER

AND TANK FLOATS. EXISTING

TRANSMITTER AND NEW

TANK FLOATS TO BE

INSTALLED ON NEW TANK.

COORDINATE WITH

GOVERNMENT FOR FINAL

LOCATION. GOVERNMENT

WILL BE RESPONSIBLE FOR

TREE REMOVAL IF LINE OF

SIGHT IS COMPROMISED

WITH NEW TANKS.

2. THE EXISTING

FOUNDATION AS IDENTIFIED

IN THE 400,000 GAL TANK

DRAWINGS MAY BE RE-USED

FOR THE NEW TANKS, TO

THE MOST PRACTICAL

EXTENT. IF IT IS USED,

IDENTIFY REPAIRS, IF

REQUIRED, IN THE

FOUNDATION DESIGN

DRAWINGS AND CONSTRUCT

PER THE APPROVED

SUBMITTAL.

3. OPTION O1.1: PROVIDE

TEMPORARY WATER TO THE

RECREATION AREA. REFER TO

DESCRIPTION IN

SOLICITATION.

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20'5'0' 10'

SHEET NOTES

LEGEND

C.I. - Cast Iron

22' DIAMETER BOLTED STEEL

WATER STORAGE TANK;

72,000 GAL CAPACITY; INTERIOR

EPOXY COATED

6" CAST IRON DRAIN LINE

TO HEADWALL TO REMAIN

STARTING AT TEE

CONNECT NEW HDPE

PIPE WITH EXISTING 6"

C.I. DRAIN PIPE WITH

PROPER TRANSITION

FITTINGS AND COUPLINGS

NEW 6"

GATE VALVE

IN VALVE BOX

NEW 6" HDPE

GATE VALVE

IN VALVE BOX

OVERFLOW LINE;

TIE IN TO 6" HDPE

LINE AFTER VALVE

OVERFLOW LINE;

TIE IN TO 6" HDPE

LINE AFTER VALVE

NEW 8" GATE

VALVE WITH SDR 9 ENDS

LOCATED ABOVE GROUND

AND WITH PROPER SUPPORTS

SD

R

H

D P E P

IP

E

CONNECT NEW HDPE

PIPE WITH EXISTING 8"

C.I. PIPE WITH PROPER

TRANSITION FITTINGS

AND COUPLINGS

ENTRANCE ROAD

EXISTING FENCE

EXISTING DOUBLE

SWING GATE

8" C.I. WATER SUPPLY/DISCHARGE

C .I

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R A

IN

L

IN

E

8" SDR 9 HDPE PIPE

USE EXISTING

TRENCH WHERE 8" C.I.

PIPE WAS REMOVED

EXISTING FOUNDATION

FOOTPRINT; USE TO THE

MOST PRACTICAL EXTENT.

SUBMIT STAMPED FOUNDATION

DESIGN PER SPECIFICATIONS.

EXISTING

E X

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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

IN

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SCALE (1" = 10')

1. PROVIDE NEW TANKS,

VALVES, LINES, AND

INCIDENTALS TO ENSURE

FULLY OPERATIONAL

SYSTEM.

2. 6" DRAIN VALVES

INSTALLED AND BURIED PER

SPECIFICATIONS AND

DETAILS ON SHEET 4 OF 4.

3. INSTALL ALL WATERLINES

PER SPECIFICATIONS AND

DETAIL 3A, SHEET 4 OF 4.

4. PROVIDE ALL REQUIRED

COUPLINGS, FITTINGS, PIPE

BENDS, TEES, 90-DEGREE

ENDS, AND INCIDENTALS

FOR PROPER WATER LINE

INSTALLATION.

5. OPTION O2.1: WELDED

STEEL TANKS, INTERIOR

EPOXY COATED.

6. OPTION O3.1: BOLTED

STEEL TANKS, INTERIOR

GLASS-FUSED TO STEEL

(PORCELAIN ENAMEL).

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20'5'0' 10'

SHEET NOTES

LEGEND

C.I. - Cast Iron

R E V

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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

IN

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C O

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A

IL

S

SIZED TO HOUSE REQUIRED

UTILITY DEVICES + 6" ON ALL

SIDES

2" MIN.

PIPE

COVER

A

B

PULL SLOT

A B

BOX

COVER

LOCKING BOLTS (2)

IRON LID

PUNCHOUTS (2);

OPENING AS REQUIRED

WITH 4" X 4" KNOCKOUT

ABOVE OPENING

DIMENSIONS INCHES

DETAIL 1A

NO SCALE

PRE-CAST UTILITY 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 COURSE

MATERIAL

6" 6" 6" 6"

HDPE SDR 9 PIPE

VALVE BOX

WATER VALVE

3" 3"

UNION

DRAINAGE

COURSE

PIPE DIA.

36" MINIMUM PIPE COVER

STACKABLE BOXES

AS NEEDED TO

ACHIEVE PIPE COVER

DEPTH AND 4"- 6"

ABOVE GROUND SURFACE

DETAIL 3A ELEVATION VIEW

WATERLINE TRENCH

NO SCALE

DETAIL 2A

PRE-CAST UTILITY BOX

NO SCALE

DETAIL 4A PLAN VIEW

INLINE VALVE

NO SCALE

CONCRETE

STACKABLES

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ELEVATION VIEW

3-D VIEW