Atch 3_Drawings_Water Ground Storage Tank.pdf

PROJECT

LOCATION

M

O

O

R

E

F

I E

L D

R

N

M

O

O

R

E

F

I E

L

C

O

U

N

T

Y

A

C

O

U

N

Y

WATER TREATMENT

PLANT

MOORE AIR BASE

COVER SHEET AND DRAWING INDEX

GG001 0

NONE

AM ROMERO

DL WILGES

MAY 23, 2023

ER SCHALLERT

PJ HANEY

NORTH

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

USDA CONTRACT NO: AG-6395-C-16-0119

PROJECT LOCATION PLAN

PROJECT LOCATION MAP

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

141762

PATRICK J. HANEY

05/23/23

Solicitation 12639524R0017, Attachment 3

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

GENERAL LEGEND

GG002 0

NONE

AM ROMERO

DL WILGES

MAY 23, 2023

ER SCHALLERT

PJ HANEY

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

OR CL

OR PL

OPENING OR DEPRESSION IN SLAB OR WALL

OPENING WITH GRATING COVER (PLAN)

ROUGHENED CONSTRUCTION JOINT

CONSTRUCTION JOINT (KEYWAY)

CONSTRUCTION JOINT (KEYWAY) WITH WATERSTOP

MASONRY CONTROL JOINT (IN PLAN)

MASONRY EXPANSION JOINT (IN PLAN)

ROUGHENED CONSTRUCTION JOINT WITH WATERSTOP

OPENING WITH CHECKERED PLATE COVER (PLAN)

S P

A N

DRAWING NUMBER(S)

ON WHICH VIEW IS

CALLED OUT

VIEW IDENTIFICATION

NUMBER

DESIGNATES LOCATION

OF DETAIL

DESIGNATES DIRECTION

FROM WHICH PLAN OR

ELEVATION IS VIEWED

DESIGNATES CUTTING

PLANE OF SECTION

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) MUST BE VERIFIED IN THE

FIELD BY THE CONTRACTOR.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE ASSUMED AND SHALL BE

VERIFIED OR MODIFIED AS REQUIRED BY THE CONTRACTOR TO SUIT EQUIPMENT

FURNISHED. FINAL DIMENSIONS ARE SUBJECT TO THE REVIEW OF THE DESIGNER

OF RECORD.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE APPROXIMATE.

OBTAIN FINAL DIMENSIONS FOR CONSTRUCTION FROM THE DESIGNER OF RECORD.

1 1

1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE. CONTRACTOR SHALL SURVEY AND

MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES AND EQUIPMENT TO VERIFY

DIMENSIONS SHOWN ON DRAWINGS, AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO

FABRICATION. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED IN

WRITING TO THE DESIGN PROFESSIONAL AND OWNER'S REPRESENTATIVE WITHIN TWENTY-FOUR (24)

HOURS. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF

DIMENSIONS BY FIELD MEASUREMENTS, SHALL BE BORNE BY CONTRACTOR.

2. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS TO DETERMINE THE EXACT LOCATION OF ALL

WORK AND VERIFY SPATIAL RELATIONSHIPS OF ALL WORK. ANY QUESTION CONCERNING LOCATION OR

SPATIAL RELATIONSHIPS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. SPECIFIC

LOCATIONS FOR EQUIPMENT, PIPELINES, DUCTWORK AND OTHER SUCH ITEMS OF WORK, WHERE NOT

DIMENSIONED ON DRAWINGS, SHALL BE DETERMINED IN CONSULTATION WITH OWNER'S

REPRESENTATIVE AND DESIGN PROFESSIONAL BY CONTRACTOR. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROPER FITTING OF THE WORK IN PLACE.

NOTES:

1. ALL ELBOWS ARE SHORT RADIUS UNLESS NOTED OTHERWISE.

2. ALL REDUCERS ARE CONCENTRIC UNLESS NOTED OTHERWISE.

NORMALLY

OPEN

NORMALLY

CLOSED

SWING CHECK

HOSE BIBB

W/ HYDRANT

SLEEVE TYPE

MECHANICAL COUPLING

ED

FD

HB

AFF

ALUM

ATS

CL

CL

CLR

CMU

CTRS

DIA

ED

EEWS

EF

EL

EW

EXST

FD

FT

HB

HCID

HM

HSP-#

HYD

IE

IEX

LAS

LVR

MCC

pH

PL

PW

RWP-#

SD

SK

SPAC

T & B

TOC

TP-#

TP-##

(TYP)

UH

VT

VTR

WH

WTP

WTR

- ABOVE FINISH FLOOR

- ALUMINUM SULFATE

- AUTOMATIC TRANSFER SWITCH

- CENTERLINE

- CHLORINE GAS

- CLEAR / CLEARANCE

- CONCRETE MASONRY UNIT

- CENTERS

- DIAMETER

- EQUIPMENT DRAIN

- EMERGENCY EYE WASH STATION

- EXHAUST FAN

- ELEVATION

- EACH WAY

- EXISTING

- FLOOR DRAIN

- FEET / FOOT

- HOSE BIBB

- HIDALGO COUNTY IRRIGATION DISTRICT

- HOLLOW METAL

- HIGH SERVICE PUMP

- HYDRANT

- INVERT ELEVATION

- ON EXCHANGE

- LIQUID AMMONIUM SULFATE

- LOUVER

- MOTOR CONTROL CENTER

- POTENTIAL HYDROGEN

- PLATE / PLASTIC LAMINATE

- POTABLE WATER

- RAW WATER PUMP

- SANITARY DRAIN

- SINK

- SUPERVISORY PANEL

- TOP & BOTTOM

- TOP OF CONCRETE

- TRANSFER PUMP (WATER PLANT DISCHARGE, ON SKID)

- TIE POINT NUMBER (SEE GG05)

- TYPICAL

- UNIT HEATER

- VENT

- VENT THRU ROOF

- WATER HEATER

- WATER TREATMENT PLANT

- WATER

VIEW MARKERS GENERAL SYMBOLS ABBREVIATIONS GENERAL NOTES

GENERAL MATERIALS LEGEND

MECHANICAL

SECTION

ELEVATION

DETAIL

DIMENSIONS AND SCALE

A-SF1

B-SF1

C-SF1

FIELD MEASURMENT NOTES

NUMERIC SCALE VALUES (1/4"=1'-0", ETC) APPLY ONLY AT FULL SIZE.

DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. USE

DIMENSIONS SHOWN. NTS (NOT TO SCALE) IS SHOWN ONLY WHERE DIMENSION IS

OBVIOUSLY OUT OF SCALE.

ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND

MAY NOT APPEAR ON THIS SET OF DRAWINGS.

1.

FLEX CONNECTION

CONCENTRIC REDUCER

ECCENTRIC REDUCER

EQUIP DRAIN

FLOOR DRAIN

EXPANSION JOINT

90° BEND PIPE TURN DOWN

90° BEND PIPE TURN UP

FLANGED JOINT

MECHANICAL JOINT

EXPANSION JOINT

CENTRIFUGAL PUMP

EARTH

ROCK

SAND, CMU, PLASTER, CRUSHED ROCK

GRANULAR FILL

CONCRETE

STEEL (IN SECTION)

NON-FERROUS METAL

BRICK IN SECTION

ROUGH WOOD (IN SECTION)

PLYWOOD

RIGID INSULATION

BATT INSULATION

GLASS (ELEVATION)

SQUARE

DIAMETER OR ROUND

CENTERLINE

PROPERTY LINE

GUARDRAIL/HANDRAIL

ELEVATION DESIGNATION

EXISTING OBJECT LINE

EXISTING OBJECT TO BE REMOVED OR RELOCATED

OUTLINE OF NEW OR RELOCATED OBJECT

OUTLINE OF FUTURE OBJECT

CENTER LINE

HIDDEN LINE

SURFACE BREAK LINE

MATERIAL BREAK LINE

MATCH LINE

EL 100'-0"

WELDED WIRE FABRIC

REINFORCING BARS IN CONCRETE

GATE

BALL

BUTTERFLY

CONTRACT IDENTIFICATION:

NUMBER AT LEFT INDICATES CONTRACT FURNISHING,

NUMBER AT RIGHT INDICATES CONTRACT INSTALLING.

COLUMN IDENTIFICATION:

SUBSTITUTE LETTER OR NUMBER FOR ASTERISK

REVISION IDENTIFICATION SYMBOL:

THE NUMBER IN THE TRIANGLE INDICATES THE REVISION

NUMBER IDENTIFIED. THE LETTER "A" IMMEDIATELY TO THE

RIGHT OF THE TRIANGLE INDICATES THE REVISION IS PART OF

A CONTRACT ADDENDUM. WHEN REVISIONS INVOLVE LESS THAN

ENTIRE DRAWING, PRINCIPAL ASPECTS OF REVISIONS ARE

"CLOUDED".

SF1,SF2

A-SF1

B-SF1

C-SF1

SF1,SF2

SF1,SF2

A

M

141762

PATRICK J. HANEY

05/23/23

AutoCAD SHX Text

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

AT FULL SIZE

IN

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

T O

T A

L

C

H L O

R I N

E

FM

GROUND STORAGE TANK NO. 1

P H

T U

R B

I D

I T

Y

FM

C H

L O

R I N

E

D

I O

X I D

E

A L U

M

WATER BOY UNIT 1

WATER BOY UNIT 2

L A

S

C H

L O

R I N

E

FM

TRANSFER PUMPS

TRANSFER PUMPS

AERATED 5 MILLION

GALLON RAW WATER

RESERVOIR

HCID #6 IRRIGATION

CANAL

T U

R B

I D

I T

Y

P H

NOTES:

1. ITEMS SHOWN GREY ARE EXISTING; ITEMS SHOWN IN

BLACK ARE NEW, BY CONTRACTOR.

2. VALVES ARE NOT SHOWN.

3. DISTRIBUTION SYSTEM LOOPS ARE SHOWN FOR

REFERENCE ONLY. VALVES, ETC. ARE OMITTED FOR

CLARITY.

4. FOR LIST OF ABBREVIATIONS SEE SHEET GG002.

LEGEND:

FM

SAMPLE

CHEMICAL APPLICATION

FLOW METER

C H

L O

R I N

E

D

I O

X I D

E

A L U

M

RAW WATER PUMPS

HIGH SERVICE PUMPS

ELEVATED WATER

STORAGE TANK

PROCESS SCHEMATIC

GG004 0

NONE

AM ROMERO

DL WILGES

MAY 23, 2023

ER SCHALLERT

PJ HANEY

BOUNDARY OF WATER

TREATMENT PLANT BUILDING

DISTRIBUTION LOOPS

T U

R B

I D

I T

Y

GROUND STORAGE TANK NO. 2

PI002-TP02

PI002-TP01

FM

FM

141762

PATRICK J. HANEY

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

PIPING AND INSTRUMENTATION

LEGEND

GG005 0

NONE

AM ROMERO

DL WILGES

MAY 23, 2023

ER SCHALLERT

PJ HANEY

MODIFIER

OUTPUT

FUNCTION

DOWN OR

CLOSED, CONFIRM

AMBER, AUTO,

BLUE

ALARM

PASSIVE FUNCTION

READOUT OR

USER'S CHOICE

MEASURED OR

B

C

CONDUCTIVITY

BURNER FLAME

(ELECTRICAL)

A ANALYSIS

INITIATING VARIABLE

MODIFIER

CONTROL

BUTTON

GREEN, GROUND

FLOOR, FORWARD

HIGH, HAND

OFF, FAULT

DCS

OPEN, ON (RUN),

LOW, LEAD

MOTOR

UP

RED, REMOTE

START

WHITE

VALVE, REVERSE

GLASS, VIEWING

INDICATE

SENSOR

LIGHT (PILOT)

(RESTRICTION)

ORIFICE

E

F

FLOW RATE

VOLTAGE (EMF)

H

I

(DIMENSIONAL)

INITIATED)

CURRENT

G

GAUGING

HAND (MANUALLY

SPECIFIC GRAVITY

SCAN

J

K

L

TIME OR TIME-

MOISTURE OR

SCHEDULE

LEVEL

POWER

N

O

PRESSURE OR

USER'S CHOICE

PLC/DCS INPUT

HUMIDITY

M

(ELECTRICAL)

RATIO (FRACTION)

RECORD OR PRINT

MULTIFUNCTION

WELL

TOTALIZE

SAFETY

Q

R

RADIATION

QUANTITY

VACUUM

S

U

T

MULTIVARIABLE

TEMPERATURE

FREQUENCY

SPEED OR

W

Y

X

EVENT, STATE, OR

Z POSITION

PLC/DCS OUTPUT

WEIGHT OR FORCE

VISCOSITY/VIBRATIONV

INTEGRATE OR

REGULATING

P

CONNECTION)

POINT (TEST

RELAY, COMPUTE

UNCLASSIFIED

ELEMENT

FINAL CONTROL

OR UNCLASSIFIED

DRIVE, ACTUATOR

SWITCH

TRANSMIT

MULTIFUNCTION

LOUVER

VALVE, DAMPER,

STATION

CONTROL

DIFFERENTIAL

DENSITY (MASS) OR

D

2.

1.

FOR GENERAL LEGEND AND ABBREVIATIONS, SEE GG002.

ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND

MAY NOT APPEAR ON THIS SET OF DRAWINGS.

PRESENCE

READY

STOP

DEVICE

AVAILABLE

OVERLOAD

(PRIMARY ELEMENT)

CONTROL PANEL

MOUNTED (REAR)

AUXILIARY PANEL

MOUNTED (FRONT)

CONTROL PANEL

MOUNTED (FRONT)

FIELD

MOUNTED

= ANALOG INPUT

= ANALOG OUTPUT

= DISCRETE INPUT

= DISCRETE OUTPUT

= THERMOCOUPLE

= RELAY OUTPUT

= RESISTANCE TEMPERATURE DETECTOR

AI

AO

DI

DO

TC

RO

RTD

GGG

= FUNCTION IDENTIFICATION LETTERS

= CONTROL LOOP NUMBER

= UNIQUE MODIFIER (OPTIONAL)

= I/O TYPE:

CCCCC

DDDD

E

GGG

CCCCC

DDDDD

AMM

CIO₂

CI₂

CO₂

CL

CO

COMB

COND

DO₂

H

H₂

NA

NOX

N₂ O₂

ORP

PH

SMOKE

SO₂

SI0₂

TRB

XXXXX CODE:

XXXXX

AE

= AMMONIA

= CHLORINE DIOXIDE

= CHLORINE GAS

= CARBON DIOXIDE

= CHLORIDE

= CARBON MONOXIDE

= COMBUSTIBLE

= CONDUCTIVITY

= DISSOLVED OXYGEN

= DISSOLVED HYDROGEN

= GASEOUS HYDROGEN

= SODIUM

= NITROGEN OXIDES

= NITROGEN

= GASEOUS OXYGEN

= OXIDATION REDUCTION POTENTIAL

= POTENTIAL HYDROGEN

= SMOKE DENSITY

= SULFUR DIOXIDE

= SILICA

= TURBIDITY

PROCESS LINE (W/ FLOW ARROW)

EXISTING LINE OR FURNISHED WITH THE EQUIPMENT

SOFTWARE LINK

DRAWING NUMBER

DESCRIPTION

STREAM ARROW INDICATES FLOW

ENTERING OR LEAVING DRAWING

AND CONTINUED ON OTHER DRAWING.

PROCESS LINE EXITING DRAWING AND NOT CONTINUED

ON ANOTHER DRAWING

TIE POINT INTO AN EXISTING SYSTEM

YYYY = P&ID DRAWING NUMBER

XX = TIE POINT NUMBER

-TPYYYY

MAGNETIC FLOWMETER

FE

M

XXX

W-YYYY

CONNECTION NUMBER

XX

HARDWIRED SIGNAL INPUT/OUTPUT

FIBER OPTIC SIGNAL

141762

PATRICK J. HANEY

05/23/23

AutoCAD SHX Text

FIRST LETTER

AutoCAD SHX Text

SUCCEEDING LETTERS

AutoCAD SHX Text

FUNCTION IDENTIFICATION

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

PLC

AutoCAD SHX Text

DCS

AutoCAD SHX Text

DEVICE

AutoCAD SHX Text

INSTRUMENT TAG IDENTIFICATION

AutoCAD SHX Text

COMPUTER FUNCTION

AutoCAD SHX Text

INSTRUMENT TAG DESIGNATIONS

AutoCAD SHX Text

ANALYZER IDENTIFICATION

AutoCAD SHX Text

LINES

AutoCAD SHX Text

TIE POINT DESIGNATORS

FLOW ELEMENTS

S

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

E

E

E

E

E

E

E

T

T

T

A

D

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

S

D

S

D

W

W

W

W

W

W

W

W

W

S

S

S

S

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

AT FULL SIZE

IN

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

SITE PIPING

CU101 0

1"=10'

AM ROMERO

DL WILGES

MAY 23, 2023

ER SCHALLERT

PJ HANEY

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

AT FULL SIZE

IN

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

N

O

R

T

H

PROPOSED GROUND

STORAGE TANK

(25'-8" DIA)

6" DI PIPE

EXST GROUND

STORAGE TANK

(21'-6" DIA)

EXST 1" PVC

CHEM LINES

EXST 1" SAMPLE

LINE FROM HSP

SEE NOTE 3

6" PVC PIPE

SEE NOTE 2

NOTES:

1. PROVIDE A 5' WIDE AREA OF AGGREGATE SURFACE CENTERED

BELOW ABOVE GROUND TANK DISCHARGE PIPING.

2. REMOVE EXISTING 6" 90 DEGREE BEND AND REPLACE WITH A

TEE. CONNECT TEE TO BOTH THE EXISTING AND NEW TANK

INLET PIPES.

3. REMOVE BLIND FLANGE AND CONNECT TO PROPOSED PIPING

WITH FLANGE ADAPTER.

4. TANK INLET VALVES ARE LOCATED IN VERTICAL PIPING. SEE

TANK INLET DETAIL ON MP101 FOR PROPOSED TANK INLET

PIPING AND VALVE. NEW INLET VALVE FOR EXISTING TANK

SHALL BE LOCATED 4'-0" ABOVE GRADE.

5. PROVIDE DRAIN CONNECTION ON BOTTOM OF PIPE TO ALLOW

FOR TANK OUTLET PIPE TO BE DRAINED. SEE TANK DRAIN

DETAIL ON MP101.

6. EXACT ROUTING OF EXISTING 1" SAMPLE LINE FROM HSP

DISCHARGE TO WTP BUILDING IS UNKNOWN. CONTRACTOR

SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING THIS

LINE. NOTIFY OWNER IF LINE IS IN CONFLICT WITH ANY

PROPOSED CONSTRUCTION.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL PIPE

SUPPORT LAYOUT. SEE PIPE SUPPORT DETAIL ON CU102.

8. FOR DETAILED TANK INFORMATION, SEE MP101.

9. COORDINATE CONSTRUCTION OPERATIONS WITH OWNER.

COORDINATE CONSTRUCTION PHASING WITH HIGH SERVICE

PUMP OPERATION. SUBMIT SCHEDULE INDICATING CHANGES

OR INTERRUPTIONS TO NORMAL WTP OPERATIONS FOR

OWNER'S APPROVAL

SEE NOTE 5

CONSTRUCTION PHASING:

1. FIELD VERIFY LOCATION AND ELEVATION OF EXISTING TANK

(INCLUDING OVERFLOW WEIR), EXISTING PIPES, AND SITE

FEATURES IN PROXIMITY OF PROPOSED CONSTRUCTION.

2. CONSTRUCT TANK FOUNDATION, TANK, AND ACCESSORIES.

3. CONSTRUCT NEW TANK OUTLET PIPING BETWEEN NEW TANK

AND CONNECTION TO EXISTING HIGH SERVICE PUMP SUCTION

HEADER, BUT DO NOT MAKE CONNECTION.

4. FILL EXISTING TANK AND THEN CLOSE BOTH WATERBOY

EFFLUENT VALVES. CONSTRUCT NEW TANK INLET PIPING AND

CONNECT TO EXISTING PLANT OUTLET PIPE.

5. INSTALL NEW INLET VALVE ON EXISTING TANK BEFORE

PROCEEDING.

6. CLOSE INLET VALVE ON EXISTING TANK, OPEN INLET VALVE ON

NEW TANK, AND OPEN WATERBOY EFFLUENT VALVES.

7. FILL NEW TANK. CONDUCT DISINFECTION, TESTING AND

FLUSHING OF NEW TANK. EXISTING TANK MAY BE RETURNED TO

SERVICE ONCE NEW TANK IS FILLED.

8. CLOSE EXISTING TANK OUTLET VALVE. CONNECT NEW TANK

OUTLET PIPING TO EXISTING HSP SUCTION HEADER.

9. OPEN TANK INLET AND OUTLET VALVES AND PLACE BOTH

TANKS IN SERVICE.

EXST HIGH

SERVICE PUMPS

6" GATE VALVE

SEE NOTE 4

SEE NOTE 4

SEE NOTE 6

PIPE SUPPORT

(TYP) SEE NOTE 7

SEE DETAIL

ON CU102

EXST WATER

TREATMENT PLANT

BUILDING 3207

EXST 6" FILTERED

WATER PIPE

EXST 1" SAMPLE LINE

SEE NOTE 6

SLOPE GROUND AWAY FROM TANK

FOUNDATION AT 1V:10H TO MEET

EXISTING GROUND. TOP SLOPE TO

START AT 4" BELOW TOP OF

CONCRETE FOUNDATION.

141762

PATRICK J. HANEY

05/23/23

ASPHALT REMOVED IN THE

COURSE OF EXCAVATION FOR

THE TANK FOUNDATION MAY BE

DISPOSED OF ONSITE AT THE

LOCATION BEING USED FOR THE

UNDERGROUND UTILITIES

PROJECT

AutoCAD SHX Text 21001

AutoCAD SHX Text 213.650

AutoCAD SHX Text

GV

AutoCAD SHX Text 214.960

GV

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APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

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DATENO. REVISIONS APVDCHKDDSGN

B

C

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C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

CIVIL DETAILS

CU102 0

AS NOTED

AM ROMERO

BM GOODNIGHT

MAY 23, 2023

ER SCHALLERT

PJ HANEY

D

A

1 2

C A

R

C

B

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6 7 8 9

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APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

2'-6" SQ

1'-4"

8"8"

2" CLR

(TYP)

M

I N

FOOTING

C

L R

(2) #5 TIES

EQ SPACED

#5 DOWELS

W/STD HOOK

(TYP FOR 4)

(3) #3 TIES

THUS:

16" SQ

CONC PIER

(3) #3

EA WAY

2'-6"X2'-6"X1'-0"

THICK CONC FOOTING

A-CU102

1'-4"

2" CLR

(TYP)

SECTION

A-CU102

CU102

SCALE: 1 1/2"=1'-0"

PIPE SUPPORT DETAIL

SCALE: 1 1/2"=1'-0"

NOTES:

1. POST INSTALL ANCHORS USING

HILTI HIT-HT200 ADHESIVE SYSTEM

(6" MIN EMBED)

CONCRETE SPLASH BLOCK DETAIL

SCALE: 1"=1'-0"

5'-0"

2'-2" 2'-6"4"

6"

#4 11" O.C.

EA WAY

PLAN

SLOPE

A-CU102

5'-0"

2'-6" 2'-6"

4"

REMAINING

BACKFILL

PIPE BEDDING

PRESSURE

PIPE

INITIAL

BACKFILL

SEE NOTE 1

M I N

M I N

P I P

E

E

N V

E L

O P

E

NOTES:

1. MAXIMUM TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 2'.

2. SEE SPECIFICATION SECTION 31 23 00 FOR BEDDING AND

BACKFILL REQUIREMENTS.

TYPICAL TRENCH CROSS-SECTION

SCALE: NONE

WARNING TAPE

C-CU102

C-CU102

4'-0"

3'-0" 6"6"

SECTION

C-CU102

CU102

SCALE: 1"=1'-0"

B-CU102

B-CU102

SECTION

B-CU102

CU102

SCALE: 1"=1'-0"

S L O

P E

141762

1 2

C A

R

C

B

3 4 5

F

E

G

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6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

STRUCTURAL LEGEND

AND NOTES

SG001 0

NONE

TW DEIBERT

BM GOODNIGHT

APRIL 19, 2024

JK WOODS

DT CHEN

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

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6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

1.

STRUCTURAL DESIGN CRITERIA

REQUIRED SAFE NET ALLOWABLE SOIL BEARING PRESSURE: 1800 PSF.

MINIMUM FOOTING DEPTH: 2 FEET.

ROOF LIVE LOADS: 20 PSF (UNIFORM), 300 LB (CONCENTRATED)

FIELD MEASUREMENT NOTES

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

DIMENSIONS AND SCALE

MECHANICAL ANCHOR (MA)

(EXPANSION ANCHOR, UNO)

ADHESIVE ANCHOR (AA)

SLOPE ARROW

ANCHOR BOLT (AB)

CONCRETE NOTES

GENERAL STRUCTURAL SYMBOLS

1.

2.

3.

4.

5.

6.

7.

A.

B.

C.

8.

9.

10.

11.

12.

13.

14.

15.

REINFORCING STEEL NOTES

REINFORCING BAR

MINIMUM SPLICE LAP LENGTH IN INCHES

BAR SIZE

TOP BARS

OTHER BARS

#3 #4 #5 #6 #7 #8 #9 #10 #11

24 32 40 48 70 80 90 102 113

19 25 31 37 54 62 70 78 87

ANCHOR BOLT DIAMETER

<1 1/2"

HAIRPIN SIZE (UNO)

#3

1-5/8" TO 2" INCL #4

>2" #5

SPECIFIED

COVER

3/4"

D ≤ 12"

-1/8", + 1/4"

1"

1 1/2" OR GREATER

TOLERANCE

D > 12"

-1/8", + 3/8"

+/- 1/4" -1/4", + 3/8"

+/- 3/8" -3/8", + 1/2"

D

SPECIFIED COVER

+ TOLERANCE

BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018; PUBLISHED BY

INTERNATIONAL CODE COUNCIL, INC.

ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES; PUBLISHED BY AMERICAN SOCIETY OF CIVIL ENGINEERS.

CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE, ACI 318-14; PUBLISHED BY AMERICAN CONCRETE INSTITUTE.

CONCRETE COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYS.

REINFORCING STEEL: ASTM A615, GRADE 60.

WELDED WIRE FABRIC: ASTM A185.

FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION PREPARED

BY MEG ENGINEERS REPORT NO. 01-22-29141 DATED SEPTEMBER 22, 2022

WIND DESIGN DATA

A. RISK CATEGORY: III

B. BASIC WIND SPEED (3 SEC GUST): 140 MPH

C. WIND EXPOSURE: C

D. EXTERNAL PRESSURE COEFFICIENT GCp: 0.85*0.6 = 051

E. TOPOGRAPHIC FACTOR, (Kzt): 1.0

EARTHQUAKE DESIGN DATA:

A. RISK CATEGORY: III

B. SEISMIC IMPORTANCE FACTOR (I): 1.25

C. SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (SDS): 0.046

D. 1 SECOND SPECTRAL RESPONSE ACCELERATION (S1): 0.013

E. SITE CLASS: D

F. SHORT PERIOD SPECTRAL RESPONSE PARAMETER (SD1): 0.012

G. SEISMIC DESIGN CATEGORY (SDC): A

H. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

I. BASIC SEISMIC-FORCE-RESISTING SYSTEM: ORDINARY MASONRY SHEAR

WALLS AND ORDINARY CONCENTRIC STEEL BRACED FRAMES

J. RESPONSE MODIFICATION FACTOR (R=3): 2 FLAL-BOTTOM GROUND

SUPPORTED STEEL TANK

K. SEISMIC RESPONSE COEFFICIENT (CS): 0.019

L. DESIGN BASE SHEAR (V): 10.0 KIPS

ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; CONTRACTOR

SHALL MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES,

BREECHING AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO

PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR

MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF

DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (*) ARE APPROXIMATE. OBTAIN FINAL

DIMENSIONS FOR CONSTRUCTION FROM THE DESIGNER OF RECORD.

DIMENSIONS AND/ OR ELEVATIONS MARKED THUS (‡) ARE ASSUMED AND SHALL BE

VERIFIED OR MODIFIED AS REQUIRED BY THE CONTRACTOR TO SUIT EQUIPMENT

FURNISHED.

FINAL DIMENSIONS ARE SUBJECT TO THE REVIEW OF THE DESIGNER OF RECORD.

DIMENSIONS AND/ OR ELEVATIONS MARKED THUS (+/-) MUST BE VERIFIED IN THE FIELD BY

THE CONTRACTOR.

DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. USE DIMENSIONS

SHOWN. NTS (NOT TO SCALE) IS SHOWN ONLY WHERE DIMENSION IS OBVIOUSLY OUT OF

SCALE.

NUMERIC SCALE VALUES (1/4"=1'-0", ETC) APPLY ONLY AT FULL SIZE.

EXPOSED CONCRETE CORNER CHAMFER: 1" UNLESS SHOWN OTHERWISE.

KEYWAY DIMENSIONS: DEPTH 1-1/2"; WIDTH ONE-THIRD THAT OF MEMBER

UNLESS SHOWN OTHERWISE.

ALL CONSTRUCTION JOINTS SHALL HAVE KEYWAYS UNLESS SHOWN

OTHERWISE.

CONSTRUCTION JOINTS AS SHOWN MAY BE VARIED TO SUIT PLACING

SEQUENCE PROVIDED THE RELOCATION, ADDITION, OR DELETION OF

CONSTRUCTION JOINTS IS APPROVED BY THE DESIGNER OF RECORD

PRIOR TO PREPARATION OF REINFORCING STEEL SHOP DRAWINGS.

PROVIDE PIPE SLEEVE FOR ALL PIPES AND CONDUITS THAT PASS

THROUGH CONCRETE. MAKE SLEEVES IN WALLS FLUSH AND EXTEND

SLEEVES IN FLOORS 4" ABOVE TOP OF FLOOR UNLESS SHOWN OTHERWISE.

PIPE AND PIPE SLEEVES FOR PIPES ARE NOT SHOWN. SEE SPECIFICATIONS.

FINAL LOCATION SUBJECT TO DESIGNER OF RECORD'S APPROVAL.

PROVIDE SETTING TEMPLATES TO POSITION ANCHOR BOLTS PRIOR TO

PLACING CONCRETE. ACCURATELY POSITION BOLTS TO ASSURE CORRECT

VERTICAL AND HORIZONTAL LOCATION TO MATCH STEEL OR EQUIPMENT

BOLT PATTERN.

ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN

REINFORCING AND ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER

FABRICATION IN ACCORDANCE WITH ASTM A123.

CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT

STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL REQUIRED

SHORING AND BRACING HAVE BEEN INSTALLED.

DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINT IN SLABS

FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED.

DO NOT PERFORM ANY OPERATIONS NEAR GROUND FLOOR SLAB

PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE

SUPPORTING SOIL STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED.

CONSTRUCTION CRANE OR OTHER HEAVY ERECTION EQUIPMENT WILL NOT

BE PERMITTED ON SLABS.

CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOATATION OF

STRUCTURES DURING CONSTRUCTION.

DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS

BEEN VERIFIED BY SPECIAL INSPECTOR.

MAXIMUM LENGTH OF CONCRETE PLACEMENT IN ANY DIRECTION, UNLESS

SHOWN OTHERWISE:

A. SLABS: 50 FEET.

B. OTHER SECTIONS: 50 FEET.

CONFORM WITH ACI 318 AND ACI STANDARD FOR "DETAILS AND DETAILING OF CONCRETE

REINFORCEMENT."

SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; OBTAIN

DESIGNER OF RECORD'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED

BY DESIGNER OF RECORD. CUTTING OF REINFORCING BARS NOT PERMITTED.

REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS

SHOWN OTHERWISE.

TACK WELDING TO REINFORCING BARS IS NOT PERMITTED.

LAP OR MECHANICALLY CONNECT ALL #11 AND SMALLER BAR SPLICES AND WELD OR

MECHANICALLY CONNECT ALL #14 AND LARGER BAR SPLICES UNLESS APPROVED

OTHERWISE BY DESIGNER OF RECORD.

MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT

SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE.

REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE.

CLASS B SPLICE FOR fy = 60,000 PSI, f'c = 4000 PSI, NORMAL WEIGHT CONCRETE, UNCOATED BARS AND FOLLOWING:

1. CLEAR SPACING OF BARS ≥ 2 BAR DIA AND COVER ≥ BAR DIA, OR

2. CLEAR SPACING OF BARS ≥ DIA BAR AND COVER ≥ DIA BAR, AND STIRRUPS OR

TIES THROUGHOUT LAP NOT LESS THAN ACI CODE

TOP BAR ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF

CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

EPOXY COATED REINFORCING STEEL:

1. USE 1.5 TIMES LAP LENGTH LISTED IN TABLE WHERE COVER IS LESS THAN THREE

BAR DIAMETERS OR CENTER TO CENTER SPACING OF BARS IS LESS THAN 7 BAR

DIAMETERS.

2. USE 1.2 TIMES LAP LENGTH LISTED IN TABLE FOR BARS WHERE COVER AND

SPACING BOTH EXCEED VALUES LISTED IN ITEM 1.

SPLICE LAP LENGTH FOR WELDED WIRE FABRIC SHALL BE NOT LESS THAN 6" OR

SPACING OF WIRES PLUS 2" WHICHEVER IS GREATER.

LOCATE SPLICES WHERE SHOWN. WHERE NO SPLICES ARE SHOWN, TOP

REINFORCING IN SLABS AND BEAMS MAY BE SPLICED IN MIDDLE ONE-HALF OF SPAN

BETWEEN SUPPORTS AND BOTTOM REINFORCING MAY BE SPLICED OVER OR NEAR

SUPPORTS.

REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY

DESIGNER OF RECORD.

EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED.

PROVIDE ONE #4 X 4'-6" EXTRA DIAGONAL REINFORCING EACH FACE AT CORNERS OF

ALL RECTANGULAR OPENINGS AND AT 45 DEGREES TO MAIN REINFORCING FOR

CIRCULAR OPENINGS UNLESS SHOWN OTHERWISE.

PROVIDE ONE #4 EXTRA REINFORCING ALONG OPENING EDGE EACH FACE; EXTEND

BARS MINIMUM OF 2'-0" BEYOND EDGE OF RECTANGULAR OPENING AND BEYOND

PERPENDICULAR PROJECTION OF ROUND OPENING ON REINFORCING BAR UNLESS

SHOWN OTHERWISE.

ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS

UNLESS SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE

WHERE APPROVED BY DESIGNER OF RECORD.

PROVIDE EXTRA HAIRPIN REINFORCING AROUND ALL ANCHOR BOLTS LARGER THAN

3/4" DIAMETER. EXTEND LEGS OF HAIRPIN THE STANDARD EMBEDMENT LENGTH.

SPACE HAIRPINS, ALONG BOLT, 1-1/2" FROM SURFACE AND AT 3" ON CENTER AROUND

UPPER 1/3 OF ANCHOR BOLT EMBEDMENT (8" MAXIMUM). REINFORCING BAR SPLICES

PERMITTED ONLY WHERE SHOWN OR APPROVED BY DESIGNER OF RECORD.

NOTE:

TOLERANCES APPLY ONLY AT LOCAL ANOMALIES.

SIZE CHAIRS AND SPACERS FOR SPECIFIED COVER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

TESTING LABORATORY SERVICES

CONTRACTOR MUST RETAIN THE SERVICES OF INDEPENDENT TESTING LABORATORY

TO PERFORM SPECIFIED SERVICES AND TESTING.

LABORATORY MUST MEET "RECOMMENDED REQUIREMENTS FOR INDEPENDENT

LABORATORY QUALIFICATIONS," PUBLISHED BY AMERICAN COUNCIL OF

INDEPENDENT LABORATORIES, MEET BASIC REQUIREMENTS OF ASTM E329

"STANDARD SPECIFICATION FOR AGENCIES ENGAGED IN CONSTRUCTION

INSPECTION, TESTING, OR SPECIAL INSPECTION", AND BE AUTHORIZED TO OPERATE

IN THE STATE OF TEXAS.

LABORATORY IS RESPONSIBLE FOR INSPECTION OF SUBGRADES IN ACCORDANCE

WITH SPECIFICATION 31 23 00, INSPECTION OF CONCRETE FORMWORK AND

ACCESSORIES IN ACCORDANCE WITH SPECIFICATION 03 10 00, INSPECTION OF

FOUNDATION REINFORCEMENT AND EMBEDMENT PLACEMENT PRIOR TO CONCRETE

PLACEMENT IN ACCORDANCE WITH SPECIFICATION 03 20 00, INSPECTION OF

CONCRETE PLACEMENT AND TESTING OF CONCRETE IN ACCORDANCE WITH

SPECIFICATION 03 30 00, AND INSPECTION OF TANK INSTALLATION IN ACCORDANCE

WITH SPECIFICATION 33 16 13-13.

CONTRACTOR MUST PROVIDE LABORATORY PERSONNEL SUFFICIENT ADVANCED

NOTICE OF INSPECTIONS, ENSURE WORK IS ACCESSIBLE AND EXPOSED FOR

INSPECTION PURPOSES, AND PROVIDE LABORATORY PRELIMINARY DESIGN MIX

PROPOSED TO BE USED FOR CONCRETE.

POST INSTALLED ANCHORS REQUIRE PERIODIC INSPECTION PER MANUFACTURER

REQUIREMENTS.

WATER TANK MUST BE INSPECTED AND TESTED IN ACCORDANCE WITH AWWA D103.

LABORATORY MUST KEEP ALL RECORDS OF TESTING AND INSPECTIONS, AND MUST

FURNISH TESTING AND INSPECTION REPORTS ON A WEEKLY BASIS TO THE

CONTRACTING OFFICER, DESIGNER OF RECORD, AND CONTRACTOR. REPORTS

SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN

CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES MUST

BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR

CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES MUST BE

BROUGHT TO ATTENTION OF THE DESIGNER OF RECORD AND CONTRACTING

OFFICER PRIOR TO THE COMPLETION EACH PHASE OF WORK.

LABORATORY MUST FURNISH FINAL REPORT STATING WHETHER THE WORK

REQUIRING INSPECTION WAS, TO THE BEST OF THE LABORATORY'S KNOWLEDGE, IN

CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND THE APPLICABLE

PROVISIONS OF THE BUILDING CODE.

LABORATORY WILL HAVE NO AUTHORITY TO CHANGE PROVISIONS OF THE

CONTRACT DOCUMENTS OR APPROVE SUBSTITUTIONS. CHANGES AND

SUBSTITUTION REQUESTS MUST BE SUBMITTED TO THE CONTRACTING OFFICER AND

DESIGN OF RECORD FOR REVIEW.

LABORATORY INSPECTIONS DO NOT PRECLUDE THE USE OF NORMAL CONTRACTOR

QUALITY CONTROL PROCEDURES AND REQUIREMENTS.

147613

DONG (TONY) CHEN

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

GROUND STORAGE TANK NO. 2

FOUNDATION PLAN

AND SECTION

SF101 0

AS NOTED

TW DEIBERT

DL WILGES

MAY 23, 2023

JK WOODS

TW DEIBERT

GROUND STORAGE TANK NO. 2

SCALE: 1/2"=1'-0"

8" THICK

CONCRETE SLAB

I

N

S

I

E

N

K

D

I

U

S

℄ STORAGE TANK

℄ STORAGE TANK

TANK WALL

A-SF101

TANK DIAMETER 25'-9"

TANK INTERIOR

BY TANK MFR

8"8"8"8"1'-6"

SECTION

A-SF101

SF101

SCALE: 1 1/2"=1'-0"

GRADE

CAULK EXTERIOR

SHIMS, CLIPS,

AND ANCHORS

BY TANK MFR

GROUT FILL NON-SHRINK

TOP OF FOUNDATION

ANCHOR DETERMINED

AFTER TANK DESIGN

IS COMPLETE

#5@12 EW IN

CIRCULAR PATTERN

(TYP)

#5 (TYP)

M

I N

ENGINEERED FILL

SEE NOTES 2

THRU 4 BELOW

#5@12 EW IN

RECTANGULAR

PATTERN

CONCRETE SLAB

3/8" X 3/8"

MASTIC

KEYWAY

RX 102

WATER

STOP BY

TANK MFR

TOC

FOUNDATION EDGE

THICKENED EDGE

TANK WALL GROUT

POCKET

SEE SPECIFICATION FOR

SURFACE PREPARATION

AND SEALANT

EMBEDDED TANK

SHELL

(SEE NOTE 5)

M

I N

NOTES:

1. SEE SHEET SG001 FOR STRUCTURAL NOTES.

2. REFER TO GEOTECHNICAL REPORT FOR SECTION 6.2

OUTLINING REQUIRED SUBGRADE MODIFICATIONS PRIOR TO

CONSTRUCTION OF TANK FOUNDATION.

3. REFER TO GEOTECHNICAL REPORT SECTION 8 FOR

CONSIDERATIONS DURING CONSTRUCTION

4. SUBGRADE SHALL BE TESTED AND WORK OBSERVED TO

VALIDATE GEOTECHNICAL RECOMMENDATIONS AND CERTIFY

FOR PLACEMENT OF THE TANK FOUNDATION. REFER TO

SECTION 9, QUALITY CONTROL, OF THE SOILS REPORT.

5. EMBEDMENT OF THE TANK FOUNDATION SHELL SHOWN IN

SECTION "A" MAY VARY BASED ON SELECTION OF TANK

MANUFACTURER. CONTRACTOR SHALL COORDINATE ALL

EMBEDDED ITEMS WITH THE TANK SUPPLIED SHOP DRAWINGS

TO ENSURE PROPER INSTALLATION OF EMBEDDED SHELL.

BOLTED CONNECTION BY

TANK MANUFACTURER

LEVEL SHIMS

104122

THOMAS G. DEIBERT

INFLUENT

TURBIDITY

INFLUENT

pH

HMI

PLC-MTU

FIELD

DUPLEX RAW WATER PUMP CONTROL

PANEL (EXST, SEE PI01)

TO NEW COMMON

INFLUENT ANALYZERS SEE

DWG PI01

M-4M-3

YL

YL

YL

KQI

YL

YL

YL

S

AAH

AAL

AIR

AIT

AAH

AIR

AIT

L

S

A

L

S

A

AI

AI

AI

AI

DI DIDIDI

DI DI DI

IN

HOA

HAND IN AUTO

PUMP

RUN

ELAPSED

TIME

SW HOA SW

RAW WATER PUMP NO. 3

WATER PLANT

NO. 2 LOAD

CENTER

VENDOR

SUPPLIED

INFLUENT RATE

CONTROL VALVE

VENDOR

SUPPLIED

CHLORINE

DIOXIDE

CONNECTION TO

WATER PLANT

ALUM

M

M

M

SIPHON

CONTROL

SOLENOID

VALVE

EFFLUENT PUMP

PROTECTION

SWITCH

RAPID

MIX

FLOC

CHAMBER

SETTLING

TUBE

CHAMBER

FILTER

BACKWASH

WASTE PIPE

WASTEWATER TO

SEWER SYSTEM

BACKWASH

RATE

CONTROL

VALVE

BACKWASH

VALVE

BACKWASH

SUPPLY

EFFLUENT RATE

CONTROL VALVE

TP-4

TP-3

HEADLOSS

GAUGE/SWITCH

WATER PLANT NO.

2 JUNCTION BOX

MULTIPLE

CONNECTIONS TO

WATER PLANT NO. 1

CONTROLLER

M

FE

FIT

TO WATER PLANT NO.

1 CONTROLLER

OPERATOR

SAMPLE

TURBIDITY

FILTER TO

WASTE VALVE

CONTINUED FROM

DRAWING PI01

AIT

pH

LT

FROM BACKWASH

SUPPLY FLOW METER

2-PI01

FROM RAW WATER PUMP

DISCHARGE HEADER

1-PI01

TO WATER PLANT NO. 1

BACKWASH SUPPLY

4-PI01

120V

BOUNDARY OF WATER PLANT NO. 2 SUPPLIER

SCOPE OF SUPPLY. CONDUIT, WIRING, AND PIPING

BY CONTRACTOR AS SPECIFIED/REQUIRED.

AIT

TRB

VENDOR SUPPLIED EQUIPMENT REF

SPEC SEC 46 07 13

HIGH SERVICE PUMPS

DISTRIBUTION LOOPS

L

S

A

PAHH

PAHH

PALL

DO

DISTRIBUTION LINE

PRESSURE

ELEVATED

STORAGE TANK

LEVEL

PALL

DO

DI

DI

ELEVATED

STORAGE

TANK

GROUND STORAGE

TANK NO. 1

LIT

500A

ELEVATED

STORAGE

TANK

LIT

500A

AI

AI

TO SURFACE WASH

SYSTEM

TO WATER PLANT NO.

1 DISCHARGE HEADER

3-P101

GROUND STORAGE

TANK NO. 2

ZSO

302B

ZSO

302A

ZSO

302A

ZSC

302A

DI

LG

ZSC

302B

ZSC

302A

PI002-TP01

PI002-TP02

ZSC

301A

ZSO

301A

EXST PIPE (TYP)

ZSO

301B

ZSC

301B

FROM WATER PLANT

NO. 1 DISCHARGE

HEADER 5-PI01

ZSO

302B

ZSC

302B

ZSO

301A

ZSC

301A

DI

ZSO

301B

ZSC

301B

SEE NOTE 6

YO

GST-1

IN

SERVICE

DI

ZS0

301A

GST-1

INLET

OPENED

DI

ZSC

301A

GST-1

INLET

CLOSED

DI

ZS0

301B

GST-1

OUTLET

OPENED

DI

ZSC

301B

GST-1

OUTLET

CLOSED

DI

YO

GST-2

IN

SERVICE

DI

ZS0

302A

GST-2

INLET

OPENED

DI

ZSC

302A

GST-2

INLET

CLOSED

DI

ZS0

302B

GST-2

OUTLET

OPENED

DI

ZSC

302B

GST-2

OUTLET

CLOSED

DI

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

WATER PLANT NO. 2

NOTES:

V

D

G

N A

L

V

F

B

E

P T

C

H

R

D W

I R

E

PIPING AND

INSTRUMENTATION DIAGRAM

WATER PLANT NO. 2

PI002 0

NONE

ZM CARTER

DL WILGES

MAY 23, 2023

NJ BATH

DD ERIKSON

1. ITEMS SHOWN GREY ARE EXISTING. ITEMS SHOWN IN BLACK

ARE NEW, BY CONTRACTOR, UNLESS NOTED OTHERWISE.

2. NOT USED.

3. DISTRIBUTION SYSTEM LOOPS ARE SHOWN FOR REFERENCE

ONLY. VALVES, ETC. ARE OMITTED FOR CLARITY.

4. NEW GROUND STORAGE TANK NO. 2 ISOLATION VALVES

INCLUDE LIMIT SWITCHES FOR REMOTE INDICATION.

5. EXISTING GROUND STORAGE TANK NO. 1 ISOLATION VALVES

ARE NEW OR REPLACED AS REQUIRED TO FACILITATE LIMIT

SWITCHES FOR REMOTE INDICATION.

6. EXISTING GROUND STORAGE TANK NO. 1 OUTLET PRESSURE

SENSOR TAP IS NOT PRESENTLY AS SHOWN ON P&ID BUT

RATHER IS CONNECTED DIRECTLY TO TANK. SEE

INSTRUMENTATION LOCATION PLAN IP101 FOR NOTE

DESCRIBING REQUIREMENTS TO RELOCATE THE TAP TO THE

HIGH SERVICE PUMP SUCTION HEADER, AS SHOWN HERE ON

P&ID.

134005

DEVIN D. ERIKSON

N

S

A

N

S

A

N

S

A

N

S

A

N

E

E

E

E

E

E

E

T

A

D

O

E

O

E

O

E

W

W

W

W

W

W

W

W

S

S

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

AT FULL SIZE

IN

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

INSTRUMENTATION AND CONTROLS

PLAN

IP101 0

1"=10'

ZM CARTER

BM GOODNIGHT

MAY 23, 2023

NJ BATH

DD ERIKSON

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

AT FULL SIZE

IN

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

N

O

R

T

H

PROPOSED GROUND

STORAGE TANK NO. 2

(25'-8" DIA)

6" DI PIPE

EXST GROUND

STORAGE TANK NO. 1

(21'-6" DIA)

EXST 1" PVC

CHEM LINES

EXST 1" SAMPLE

LINE FROM HSP

6" PVC PIPE

NOTES:

1. PROVIDE INSTRUMENTATION AND CONTROLS CABLES AND

CONDUIT. USE PVC CONDUIT BELOW GRADE AND TRANSITION

TO PVC COATED RIGID GALVANIZED CONDUIT FOR ABOVE

GRADE. ENTER WATER PLANT BUILDING NEAR OFFICE, ABOVE

CEILING AND ROUTE DOWN THROUGH CEILING TO CONTROL

PANEL.

1.A. 5C#14 IS 5-CONDUCTOR 14AWG FOR CONTROLS SIGNALS

(24VDC OR 120VAC)

1.B. TSP#16 IS TWISTED SHIELDED PAIR 16 AWG FOR

INSTRUMENTATION SIGNALS (24VDC)

1.C. MAINTAIN SEPARATION OF CONTROLS AND

INSTRUMENTATION RACEWAY AND CABLING.

2. CONTRACTOR TO DETERMINE BEST CONDUIT ROUTING AND

UNDERGROUND UTILITIES.

3. ZSC/ZSO ARE LIMIT SWITCHES ON NEW MANUAL VALVES.

ZSC/ZSO-302A

ZSC/ZSO-301A

ZSC/ZSO-301B

WATER TREATMENT

BUILDING

EXST GST LEVEL

PRESSURE SENSOR

CABINET (LT-300)

3/4"C, 1-5C#14

(CONTROLS)

1"C, 2-5C#14

(CONTROLS)

2"C, 4-5C#14

(CONTROLS)

3/4"C, 1-5C#14

(CONTROLS)

ZSC/ZSO-302B

A-IP101

INSTRUMENTATION AND CONTROLS PLAN

SCALE: 1'=10'-0"

DETAIL

A-IP101

IP101

SCALE: 3"=1'-0"

EXST POWER

PANEL A

EXST BAS CONTROL

PANEL ABOVE

EXST MTU CONTROL

PANEL BELOW

1. CONTRACTOR TO PERFORM WORK IN MTU SCADA PANEL AND

UPDATE SCADA PROGRAM AS DESCRIBED IN SECTION 40-61-96

CONTROL SYSTEM OPERATIONAL DESCRIPTION, TO INCLUDE

SCADA GRAPHICAL DISPLAY. SEE DETAIL A-II002 FOR

ADDITIONAL INFORMATION.

2. RELOCATE GROUND STORAGE TANK NO. 1 OUTLET PRESSURE

SENSOR TAP FROM TANK TO HIGH SERVICE PUMP SUCTION

HEADER. LEAVE TANK SIDE WALL CONNECTION, MANUAL

VALVE AND HOSE BIBB AND CAP. LEAVE VALVE IN CLOSED

POSITION. PROVIDE NEW TAP PIPING WITH NEW HAND BALL

VALVE, HOSE BIBB, AND HEADER BLIND FLANGE ADAPTER.

SEE DETAIL B-IP101.

KEYNOTES:

OFFICE

SEE DETAIL B-IP101

DETAIL

B-IP101

IP101

SCALE: NONE

NOTES:

1. DEMOLISH EXISTING TRANSMITTER SENSING LINE TO HOSE BIBB AND ISOLATION VALVE (NOT

SHOWN).

2. BLIND FLANGE ADAPTER FOR 1/2" STAINLESS STEEL IMPULSE TUBING. ROUTE NEW SEAMLESS

IMPULSE TUBING TO SENSOR PROCESS CONNECTION. REUSE AND RESEAL CABINET PENETRATION.

PROVIDE TUBING SUPPORT (NOT SHOWN), AFFIXED FROM EXISTING CABINET STRUT STANCHION.

3. PROVIDE BLOCK AND BLEED TWO-VALVE MANIFOLD AND PURGE AIR AND VERIFY SIGNAL WITH

OPERATORS, FOR COMPLETE INSTALLATION.

EXST PRESSURE

SENSOR CABINET

(PT-300)

EXST PT-300

(INSIDE)

SEE NOTE 3

SEE NOTE 2

RE-TAP GROUND STORAGE TANK LEVEL TRANSMITTER PT-300

/F

T

134005

DEVIN D. ERIKSON

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

INSTRUMENTATION INSTALLATION

DETAILS

EXECUTION REQUIREMENTS

II001 0

NONE

ZM CARTER

BM GOODNIGHT

MAY 23, 2023

NJ BATH

DD ERIKSON

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

NOTES:

1. ALL WORK ON THIS DRAWING BY CONTRACTOR, UNLESS NOTED

OTHERWISE.

MATERIAL LIST

NO. SIZE DESCRIPTION

1 3/8" OD SEE DRAWINGS FOR TUBING REQUIREMENTS

2 1/2" OD SEE DRAWINGS FOR TUBING REQUIREMENTS

3 1/2" T X 1/2" NPT

MALE CONNECTOR, 316SS

4 1/2" T X 3/4" NPT

MALE CONNECTOR, 316SS

5 1/2" T X 1" NPT

MALE CONNECTOR, 316SS

6 1/2" T X 1" WELD

MALE CONNECTOR, 316SS

7 1/2" T

TEE, 316SS

8 3/4" OD RIGID CONDUIT

9 1/2" OD FLEXIBLE CONDUIT

10 2"

PIPE, SCH 40 CS

11 1/2" NPT DRAIN BREATHER

12 1/2" NPT FLEXIBLE CONDUIT CONNECTOR

13 1 1/2" X 3/4" THERMOWELL BUSHING

14 1 1/2" X 1/2" TEMPERATURE SWITCH BUSHING

15 1/2"

NIPPLE, SCH 80 CS

16 1/2" X 3/4" REDUCER BUSHING

17 3/4" NPT TEE W/COVER

18 1/2" T

HAND VALVE, 316SS

19 3/8"

BALL VALVE, 316SS

20 ---

2-VALVE MANIFOLD, 316SS

21 ---

3-VALVE FLANGE MANIFOLD, 316SS

22 1/2" BOLT W/NUT & LOCK WASHER

23 ---

CONDENSATE POT (SEE DETAIL I-901)

24 1/2" EXPANSION ANCHORS

25 3/8" T

TEE, 316SS

26 3/8"

PLUG, 316SS

27 1/4" X 2" X 6"

PLATE, CS

28 1/2" X 6" X 6"

PLATE, CS

29 1/2" X 8" X 8"

PLATE, CS

30 1 1/2"

TEE, 316SS

31 1/2" OD

PRE-INSTALLED, ELECTRICAL HEAT TRACE,

SEE DRAWINGS FOR TUBING REQUIREMENTS

32 --- INSTRUMENT INCLOSURE

33 2"

WELD CAP, SCH 40 CS

34 1/2" DIAPHRAGM

35 1/2"

SIPHON, 316SS (SEE SPEC FOR THICKNESS)

36 3/8" T X 3/8" NPT

MALE CONNECTOR, 316SS

37 3/8" FLEXIBLE TUBING W/316SS TUBE ADAPTERS

38 1/2" T

UNION, 316SS

39 3/8" T

UNION, 316SS

40 2" NPT

HALF COUPLING, 3000# CS

41 2" NPT

LATERAL, 3000# CS

42 2" NPT

PLUG, CS

43 2" SW

BALL VALVE, CS

44 2" NPT

CAP, 3000# CS

45 ---

2-VALVE FLANGE MANIFOLD, 316SS

46 1/2" T X 1/2" WELD

MALE CONNECTOR, 316SS

47 1/2" NPT CONDUIT PLUG

INSTRUMENT INSTALLATION DETAIL INDEX

CATEGORY DETAIL TITLE INCLUDED

000-PRESSURE I-011

PRESSURE SWITCH, TRANSMITTER OR INDICATOR

I-012 FLUE GAS DUCT TAP WITH ROD OUT CAPABILITY

I-081

DIFFERENTIAL PRESSURE SWITCH, TRANSMITTER OR INDICATOR

I-090

LOCAL PRESSURE SWITCH, GAUGE - PIPE MOUNTED

100-FLOW MEASUREMENT I-110 DIFFERENTIAL PRESSURE FLOW TRANSMITTER

I-115 DIFFERENTIAL PRESSURE TEMPERATURE COMPENSATION

I-120 INLINE DIFFERENTIAL PRESSURE FLOW ELEMENT

I-130 INSERTION DIFFERENTIAL PRESSURE FLOW ELEMENT

I-140 INLINE FLOW ELEMENT WITH ELECTRONIC SENSING

I-150 INSERTION FLOW ELEMENT WITH ELECTRONIC SENSING

200- LEVEL MEASUREMENT I-200 LIQUID LEVEL TRANSMITTER - PRESSURIZED VESSEL

I-201 LIQUID LEVEL TRANSMITTER - VENTED TANK

I-202 LIQUID LEVEL TRANSMITTER - FLANGE MOUNTED

I-210

LIQUID LEVEL MEASUREMENT (HYDROSTATIC PRESSURE)

I-221 LIQUID LEVEL INSTRUMENT

I-222

LIQUID LEVEL INSTRUMENT (NON-CONTACT)

I-275 LEVEL GLASS GAUGE WITH TRANSMITTER

I-280 LEVEL SWITCH ASSEMBLY

I-290 LEVEL GLASS GAUGE - WATER SERVICE

300-TEMPERATURE MEASUREMENT I-370 THREADED THERMOWELL

I-371 WELDED THEROWELL

I-372

THERMOWELLS (SCREWED) INSTALLATION

I-373

THERMOWELLS (SCREWED) OR TEMPERATURE SWITCH INSTALLATION IN PIPES 1 1/2" AND SMALLER

I-374 SOCKET WELD THERMOWELL

400-ANALYSIS I-406 CONDUCTIVITY OR PH PROBE AND ANALYZER

900-MISCELLANEOUS I-901 CONDENSATE POTS

I-905 INSTRUMENT CONDUIT CONNECTION ●

I-920 INSTRUMENT AIR BRANCH HEADER AND DEVICE CONNECTION

I-950 PIPE STAND MOUNTING BRACKET FOR TRANSMITTER

I-952 INSTRUMENT MOUNTING COLUMN OR CONCRETE WALL

I-953 PIPE STAND MOUNTING ●

I-954 PIPE STAND MOUNTING FOR INSTRUMENT GROUP

I-955 PIPE STAND GRATING MOUNT

I-956 PIPE PRESSURE TAP GUIDE

INSTRUMENT INSTALLATION EXECUTION REQUIREMENTS

2. INSTRUMENT EQUIPMENT MOUNTING

4. IMPULSE TUBING INSTALLATION

5. CONTROL TUBING AND INSTRUMENT AIR SUPPLY TUBING INSTALLATION

6. CLEANING

A. INSTALL INSTRUMENT AND CONTROL DEVICES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, INSTALLATION DETAILS, AND/OR WHERE APPROVED BY OWNERS REPRESENTATIVE.

B. LOCATE INSTRUMENTS AND CONTROL DEVICES WHERE SHOWN ON DRAWINGS AND/OR DESIGNATED BY OWNERS REPRESENTATIVE.

C. MOUNT INSTRUMENTS SO THEY ARE RIGIDLY SUPPORTED, LEVEL AND PLUMB, AND IN SUCH A MANNER AS TO PROVIDE ACCESSIBILITY; PROTECTION FROM DAMAGE; ISOLATION FROM HEAT, SHOCK AND

VIBRATION; AND FREEDOM FROM INTERFERENCE WITH OTHER EQUIPMENT, PIPING, AND ELECTRICAL WORK.

D. DO NOT INSTALL INSTRUMENTS UNTIL HEAVY CONSTRUCTION WORK ADJACENT TO INSTRUMENTS HAS BEEN COMPLETED TO EXTENT THAT DAMAGE WILL BE UNLIKELY TO INSTALLATION BY SUCH

CONSTRUCTION WORK.

E. MANUFACTURER'S RECOMMENDATIONS REFERRED TO HEREIN SHALL BE AS STATED IN MANUFACTURER'S INSTALLATION MANUAL AND/OR BY MANUFACTURER'S SERVICE REPRESENTATIVE. FINAL

INTERPRETATION OF "INSTALLATION REQUIREMENTS" WILL BE BY OWNERS REPRESENTATIVE.

F. INSTALL TEMPERATURE ELEMENTS SUFFICIENTLY DOWNSTREAM OF STEAM ATTEMPERATORS, WITH SUFFICIENT STRAIGHT RUN DOWNSTREAM OF ATTEMPERATOR PER MANUFACTURER'S

RECOMMENDATIONS.

G. ALL INSTALLATIONS SHALL CONFORM TO ASME B31.3 CODE REQUIREMENTS AS APPLICABLE.

H. ALL WELDING TO BE PERFORMED IN ACCORDANCE WITH APPROPRIATE PIPING OR STRUCTURAL WELDING SPECIFICATIONS AND PROCEDURES.

I. FOLLOW MANUFACTURES RECOMMENDATIONS FOR UPSTREAM AND DOWN STREAM STRAIGHT PIPE RUNS FOR FLOW METERS. CONTACT OWNER'S REPRESENTATIVE IF SPECIFIED AMOUNT OF STRAIGHT

PIPE RUN IS NOT AVAILABLE.

J. SEE INSTRUMENT SPECIFICATION FOR ADDITIONAL REQUIREMENTS SPECIFIC TO INDIVIDUAL DEVICES.

A. INSTRUMENT IMPULSE PIPING WORK SHALL BE FROM LAST BLOCK VALVE THROUGH, AND INCLUDING, BLOWDOWN PIPING TO NEAREST EQUIPMENT DRAIN OR SAFE LOCATION.

B. INSTALL HORIZONTAL IMPULSE PIPING WITH SLOPE OF 1" PER FOOT.

1. SLOPE IMPULSE PIPING DOWNWARD TOWARD INSTRUMENT FOR LIQUID AND STEAM SERVICE TO ALLOW AIR TO VENT AWAY FROM INSTRUMENT.

2. SLOPE IMPULSE PIPING DOWNWARD AWAY FROM INSTRUMENT FOR GAS SERVICE TO ALLOW CONDENSATE TO DRAIN AWAY FROM INSTRUMENT.

C. BLOWDOWN AND DRAIN VALVES ARE REQUIRED IN IMPULSE LINES TO ALL TRANSMITTERS AND INSTRUMENT USED ON WATER, STEAM, AND CONDENSING VAPOR SERVICES.

D. ATTACH ISOLATION VALVES TO INSTRUMENTS SO THAT IT IS POSSIBLE TO DISCONNECT INSTRUMENT FROM CONNECTING PIPE WITHOUT HAVING TO DRAIN PIPE.

E. INSTALL EXPANSION LOOPS IN IMPULSE PIPING INSTALLATIONS TO ALLOW FOR THERMAL EXPANSION OR VIBRATION.

F. SUPPORT PRESSURE GAUGE AND OTHER INSTRUMENTS CONNECTED TO IMPULSE PIPING INDEPENDENTLY OF TUBING. PROVIDE AMPLE EXPANSION LOOPS IN TUBING CONNECTIONS TO INSTRUMENTS

SUBJECT TO VIBRATIONS TO PREVENT FAILURE DUE TO METAL FATIGUE.

G. FURNISH AND INSTALL ACCESSORIES REQUIRED FOR COMPLETE IMPULSE PIPING SYSTEM INCLUDING INSTRUMENT ISOLATION VALVES, SNUBBERS, SIPHONS, AND CALIBRATION AND TEST

CONNECTIONS AT INSTRUMENT.

H. INSTALL MINIMUM OF 10' OF TUBING FOR INSTRUMENTS, SIPHONS OR REMOTE SEALS NOT RATED FOR THE PROCESS TEMPERATURES.

A. SEE TABLE FOR PROCESS CONTROL AND INSTRUMENT AIR SUPPLY TUBING REQUIREMENTS.

B. INSTRUMENT TUBING SHALL BE ROUTED AN ADEQUATE DISTANCE FROM OUTSIDE WALLS, DOORWAYS, AND AREAS OF EXTREME HEAT TO MINIMIZE AMBIENT EFFECTS ON CONTROL LINES.

C. SIGNAL TUBING TERMINATION AT EACH INSTRUMENT SHALL HAVE GAUGE TEE WITH PLUG FOR CALIBRATION AND SERVICE.

A. BEFORE ASSEMBLY OR ERECTION, THOROUGHLY CLEAN INSTRUMENTS OF TEMPORARY PROTECTIVE COATINGS AND FOREIGN MATERIALS.

B. AFTER ERECTION OF EQUIPMENT, CLEAN EXTERNAL SURFACES OF OIL, GREASE, DIRT, OR OTHER FOREIGN MATERIAL.

C. BLOWOUT INSTRUMENT AIR SUPPLY LINES BEFORE FINAL ATTACHMENT TO VALVE OR INSTRUMENT.

3. TUBING INSTALLATION - GENERAL

A. INSTALL TUBING PARALLEL (EXCEPT FOR SLOPE) TO BUILDING LINES AND OTHER PIPING FOLLOWING INSTRUMENT MANUFACTURER'S INSTRUCTIONS.

B. TUBING SHALL BE CONTINUOUSLY SUPPORTED WITH 12-GAGE ALUMINUM ANGLE OR TUBE TRAY AND HELD IN PLACE WITH APPROPRIATE TUBING CLIPS AND FASTENERS. INSTALL TUBING SUPPORTS IN

SUCH A MANNER TO PRECLUDE FATIGUE FAILURE OF TUBING DUE TO VIBRATION.

C. ONLY TOOL-MADE BENDS SHALL BE ACCEPTABLE.

D. MINIMIZE NUMBER OF UNIONS USED TO JOIN TUBING LENGTHS.

1. INSTALLATION - GENERAL

A. MOUNT INSTRUMENT EQUIPMENT TO BUILDING STEEL, CONCRETE FLOORS, OR WALLS USING PIPE MOUNTING STANDS OR FIELD-FABRICATED MOUNTING BRACKETS.

1. SECURE INSTRUMENT EQUIPMENT MOUNTING BRACKET TO BUILDING STEEL BY WELDING OR BOLTING, AND TO CONCRETE OR MASONRY BUILDING STRUCTURE BY EXPANSION-TYPE ANCHORS. DO

NOT MOUNT INSTRUMENTATION EQUIPMENT TO EXTERIOR REMOVABLE PANELS OR HANDRAILS.

2. GROUT MOUNTING BRACKETS ON CONCRETE FLOORS WITH NONMETALLIC, CHLORIDE-FREE GYPSUM MATERIAL, ASTM C1107, GRADE A; FORMULATION SUITABLE FOR APPLICATION.

3. IF VIBRATION-FREE LOCATION IS NOT AVAILABLE FOR INSTRUMENT MOUNTING, APPROPRIATE VIBRATION SHOCK MOUNTING SHALL BE PROVIDED BY USE OF RUBBER GROMMETS OR OTHER

VIBRATION DAMPENERS DESIGNED FOR VIBRATION ABSORPTION SUBJECT TO OWNERS REPRESENTATIVE REVIEW. MOUNTING OF PROCESS PRESSURE AND TEMPERATURE GAUGE OR PROCESS

PRESSURE AND TEMPERATURE SWITCHES TO PROCESS PIPING SHALL BE ALLOWABLE ONLY IF VIBRATION IS MINIMIZED.

4. INSTALL INSTRUMENT EQUIPMENT MOUNTED OUTDOORS WITHIN SUN PROTECTION ENCLOSURES. ENCLOSURE OPENING SHALL FACE NORTH OR EAST, INSOFAR AS PRACTICABLE.

5. INSTRUMENT EQUIPMENT MOUNTED OUTDOORS IN ENVIRONMENTS SUBJECT TO FREEZING:

a. INSTALL IN INSULATED/HEATED HOUSINGS TO MAINTAIN OPERATIONAL TEMPERATURE LIMITS.

b. INSTALL PREFABRICATED, PRE-INSULATED TUBING BUNDLE WITH ELECTRIC TRACING OR INSTALL HEAT TRACE AND INSULATE TUBING.

B. INSTRUMENT ACCESSIBILITY: FOLLOWING GENERAL RULES SHALL BE ADHERED TO, UNLESS LIMITED BY OTHER REQUIREMENTS IN DESIGN OF SYSTEM.

1. LOCATE INSTRUMENT PROCESS CONNECTIONS FOR MAXIMUM CONVENIENCE IN OPERATION AND SERVICING OF INSTRUMENT. USE MANUFACTURER'S RECOMMENDED CLEARANCE DISTANCES.

ORIENT CONNECTIONS SO INSTRUMENTS OR PIPING WILL NOT OBSTRUCT AISLES, WALKWAYS, PLATFORMS, OR PERMANENT LADDERS.

2. INSTALL FIELD-MOUNTED INSTRUMENTS AND CONTROL DEVICES SO THEY ARE READABLE AND ACCESSIBLE FOR SERVICING FROM GRADE, WALKWAY, PLATFORM, OR PERMANENT LADDER.

3. LOCATE REMOTE INSTRUMENTS AND CONTROL DEVICES (DEVICES NOT LOCATED IN OR ON PROCESS LINES) AT NOMINAL HEIGHT OF 4-1/2' ABOVE FINISHED FLOOR, GRADE, OR PLATFORM. PROVIDE

INSTRUMENT RACKS FOR LOCATION IN WHICH 3 OR MORE INSTRUMENTS OR CONTROL DEVICES ARE LOCATED WITHIN CLOSE PROXIMITY OF EACH OTHER.

PROCESS TUBING REQUIREMENTS

PROCESS APPLICATION

TUBE TYPE

OUTSIDE DIAMTER

MINIMUM WALL

THICKNESS

MATERIAL (ASTM)

TYPE CONSTRUCTION

WATER/AIR/STEAM/GAS BELOW 1500 PSIG AND 1000°F 1/2" 0.049"

A269 316 SS SEAMLESS

CONTROL AND INSTRUMENT AIR SUPPLY ONE LINE FOR EACH 3/8" 0.035"

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

INSTRUMENTATION INSTALLATION

DETAILS

II002 0

NONE

ZM CARTER

BM GOODNIGHT

MAY 23, 2023

NJ BATH

DD ERIKSON

D

A

1 2

C A

R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN

SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

USDA-APHIS-PPQ

MOORE AIR BASE

WATER STORAGE TANK

EDINBURG, TEXAS

30300.02

Texas Firm Registation No.: F-174

NOTE 2

INSTRUMENT

NOTE 3

SLOPE

DETAIL I-905

INSTRUMENT CONDUIT CONNECTION

1. REFER TO INSTRUMENTATION AND CONTROLS PLAN DRAWING FOR CABLE AND CONDUIT

REQUIREMENTS.

2. LIMIT FLEXIBLE LIQUID TIGHT CONDUIT TO MAX LENGTH 3'-0" AND MINIMUM LENGTH 1'-6".

3. MOUNT CONDUIT CONNECTION ELBOW BELOW BODY OF INSTRUMENT TO ALLOW

CONDENSATION TO DRAIN FROM INSTRUMENT TOWARD CONDUIT DRAIN.

NOTES:

DETAIL I-953

PIPE STAND MOUNTING

EXPANSION

ANCHOR

TO FLOOR

1/4" WEEP

HOLE (TYP)

MULTIPLE

DOUBLE

SINGLE

22 AND 24

1'-6"

1'-6"

6'-0" MAX

6"

8"

1. WIDTH DEPENDS UPON NUMBER OF PIPE STANDS REQUIRED.

2. ALL BARE METAL SHALL BE CLEANED AND PAINTED WITH

ANTI-RUST PRIMER PRIOR TO MOUNTING INSTRUMENT.

3. GROUT BELOW EXPANSION ANCHOR TO BE 2" MIN.

NOTES:

1/4" WEEP HOLE

MATERIAL LIST

NO. SIZE DESCRIPTION

1 3/8" OD SEE DRAWINGS FOR TUBING REQUIREMENTS

2 1/2" OD SEE DRAWINGS FOR TUBING REQUIREMENTS

3 1/2" T X 1/2" NPT

MALE CONNECTOR, 316SS

4 1/2" T X 3/4" NPT

MALE CONNECTOR, 316SS

5 1/2" T X 1" NPT

MALE CONNECTOR, 316SS

6 1/2" T X 1" WELD

MALE CONNECTOR, 316SS

7 1/2" T

TEE, 316SS

8 3/4" OD RIGID CONDUIT

9 1/2" OD FLEXIBLE CONDUIT

10 2"

PIPE, SCH 40 CS

11 1/2" NPT DRAIN BREATHER

12 1/2" NPT FLEXIBLE CONDUIT CONNECTOR

13 1 1/2" X 3/4" THERMOWELL BUSHING

14 1 1/2" X 1/2" TEMPERATURE SWITCH BUSHING

15 1/2"

NIPPLE, SCH 80 CS

16 1/2" X 3/4" REDUCER BUSHING

17 3/4" NPT TEE W/COVER

18 1/2" T

HAND VALVE, 316SS

19 3/8"

BALL VALVE, 316SS

20 ---

2-VALVE MANIFOLD, 316SS

21 ---

3-VALVE FLANGE MANIFOLD, 316SS

22 1/2" BOLT W/NUT & LOCK WASHER

23 ---

CONDENSATE POT (SEE DETAIL I-901)

24 1/2" EXPANSION ANCHORS

25 3/8" T

TEE, 316SS

26 3/8"

PLUG, 316SS

27 1/4" X 2" X 6"

PLATE, CS

28 1/2" X 6" X 6"

PLATE, CS

29 1/2" X 8" X 8"

PLATE, CS

30 1 1/2"

TEE, 316SS

31 1/2" OD

PRE-INSTALLED, ELECTRICAL HEAT TRACE,

SEE DRAWINGS FOR TUBING REQUIREMENTS

32 --- INSTRUMENT INCLOSURE

33 2"

WELD CAP, SCH 40 CS

34 1/2" DIAPHRAGM

35 1/2"

SIPHON, 316SS (SEE SPEC FOR THICKNESS)

36 3/8" T X 3/8" NPT

MALE CONNECTOR, 316SS

37 3/8" FLEXIBLE TUBING W/316SS TUBE ADAPTERS

38 1/2" T

UNION, 316SS

39 3/8" T

UNION, 316SS

40 2" NPT

HALF COUPLING, 3000# CS

41 2" NPT

LATERAL, 3000# CS

42 2" NPT

PLUG, CS

43 2" SW

BALL VALVE, CS

44 2" NPT

CAP, 3000# CS

45 ---

2-VALVE FLANGE MANIFOLD, 316SS

46 1/2" T X 1/2" WELD

MALE CONNECTOR, 316SS

47 1/2" NPT CONDUIT PLUG

SEE NOTE 1

1. PROVIDE, INSTALL AND COMMISSION NEW JACE INPUT/OUTPUT

MODULE (IO-R-16). SIDEWALL INSTALLATION SHALL BE

ACCEPTABLE. EXTEND 15VDC POWER SOURCE AND RS-485 BUS

FROM EXISTING BACKPLANE TO NEW IO-R-16 USING 5

CONDUCTOR EXTENSION CABLE AS RECOMMENDED BY

MANUFACTURER. COMPLY WITH ALL MANUFACTURER

INSTALLATION REQUIREMENTS. PROVIDE INSTALLATION

ACCESSORIES AS NEEDED. USE NEW I/O MODULE FOR NEW

VALVE LIMIT INPUTS.

2. POINT LIST (TYPE, TAG, DESCRIPTION)

NOTES:

1. DI, ZSC-301A, GST-1, INLET CLOSED

2. DI, ZSO-301A, GST-1, INLET OPENED

3. DI, ZSC-301B, GST-1, OUTLET CLOSED

4. DI, ZSO-301B, GST-1, OUTLET…