Drawings.pdf

PDF 5 MB Posted Jul 31, 2020

Attached to: Repairs to Water Treatment Facility
Solicitation number: 12639520R0014
Issued by: Department of Agriculture Animal and Plant Health Inspection Service Marketing and Regulatory Programs Business Services

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to modify a water treatment facility. The U.S. Department of Agriculture Animal and Plant Health Inspection Service intends to issue a request for proposals to modify an existing alum chemical feed system, add a second package water treatment unit, modify existing controls and panels, install additional piping and instrumentation, and modify the raw water pump control panel at the Moore Air Base in Edinburg, Texas. The project cost is estimated between $500,000 to $1 million. The NAICS code is 237110 with a small business size standard of $39.5 million. The solicitation and all documents will be available on beta.sam.gov on or after July 24, 2020. Interested parties should monitor this site for the solicitation and any amendments. Questions should be directed to the contracting officer by email.

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File	Type	Posted
Amendment 0002.pdf	PDF	Sep 8, 2020
Amendment 0001.pdf	PDF	Aug 14, 2020
12639520R0014.pdf	PDF	Jul 31, 2020
DOL wage rates.pdf	PDF	Jul 31, 2020
Specs.pdf	PDF	Jul 31, 2020

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PROJECT

LOCATION

I E

L D

I E

WATER TREATMENT

PLANT

MOORE AIR BASE

COVER SHEET AND DRAWING INDEX

GG01 1

NONE

AM ROMERO

DL WILGES

APRIL 24, 2019

DK MATHIAS

LJ LEISCHNER

1 REISSUE BID PACKAGE AMR DKM LJL 6-19-20

NORTH

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

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

PROJECT LOCATION PLAN

PROJECT LOCATION MAP

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

102678

LARRY J. LEISCHNER

06/19/20

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

GENERAL LEGEND

GG02 1

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

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)

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 ENGINEER.

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

OBTAIN FINAL DIMENSIONS FOR CONSTRUCTION FROM THE ENGINEER.

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

AFF

ALUM

ATS

CLR

CMU

CTRS

DIA

EEWS

EXST

HCID

HSP-#

HYD

IEX

LAS

LVR

MCC

RWP-#

SPAC

T & B

TP-#

TP-##

(TYP)

VTR

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

- TRANSFER PUMP (WATER PLANT DISCHARGE, ON SKID)

- TIE POINT NUMBER (SEE GG05)

- TYPICAL

- UNIT HEATER

- VENT

- VENT THRU ROOF

- WATER HEATER

- 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.

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

CRUSHED ROCK

SAND, CMU, PLASTER

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

102678

LARRY J. LEISCHNER

06/19/20

AutoCAD SHX Text

NONE

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AM ROMERO

AutoCAD SHX Text

DL WILGES

AutoCAD SHX Text

APRIL 24, 2019

AutoCAD SHX Text

DK MATHIAS

AutoCAD SHX Text

LJ LIESCHNER

AutoCAD SHX Text

REISSUE BID PACKAGE

AutoCAD SHX Text

AMR

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DKM

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LJL

AutoCAD SHX Text 6-19-20

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OR CL

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OR PL

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SPAN

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AutoCAD SHX Text A

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1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

ELECTRICAL LEGEND

GG03 1

GROUND CONDUCTOR

GROUNDING

GROUND ROD

GROUND

GROUNDING PIGTAIL

EXPOSED

FLUSH GROUND PLATE

LIGHTNING PROTECTION CONDUCTOR

LIGHTNING PROTECTION AIR TERMINAL

GROUND CONDUCTOR CONNECTION

GROUNDING CONNECTION TO STRUCTURE

UNDERGROUND DIRECT BURIAL

CONDUIT TURN-DOWN

JUNCTION BOX

CONDUIT TURN-UP

ELECTRICAL DEVICE

MOUNTING HEIGHT

INDICATES CABLE NUMBER

BUS

POWER CIRCUIT

CT & VT CIRCUIT

CONTROL CIRCUIT

COMMUNICATION

ELECTRICAL ENCLOSURE

PANELBOARD

TRANSFER SWITCH (AUTOMATIC OR

MANUAL)

THERMOSTAT

SURFACE RACEWAY (WIREMOLD)

LIGHTNING PROTECTION SPHERE

THROUGH ROOF TERMINAL

GENERAL NOTESONE-LINE AND RISER

RACEWAY AND LINE TYPES

CONDUIT:

DUCTBANK

EMBEDDED

CONDUIT STUB WITH CAP

MINIATURE CIRCUIT BREAKER

BATTERY

SOLID GROUNDED WYE

DELTA

GROUND

MULTIFUNCTION RELAY OR METER (* NOTE 5)

OPEN DELTA

IMPEDANCE GROUNDED WYE

VOLTAGE TRANSFORMER

CURRENT TRANSFORMER,

ZERO SEQUENCE

PLAN VIEW

TRANSFORMER

FUSED DISCONNECT SWITCH

HORSEPOWER RATED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

COMBINATION DISCONNECT WITH STARTER

MOTOR

LOCAL CONTROL PANEL

GENERATOR

MANHOLE

HANDHOLE

FLOOR RECEPTACLE

DUPLEX RECEPTACLE

FOURPLEX RECEPTACLE

SINGLE RECEPTACLE

PANELBOARD, 208Y/120V OR 120/240V

TRANSFER SWITCH ( MANUAL)

SPECIAL PURPOSE RCPT OR CONNECTION, 480V

SPECIAL PURPOSE RCPT OR CONNECTION, 240V

PANELBOARD, 480Y/277V OR 480V

POWER SERVICE POLE

COMBINATION TELE-POWER SERVICE POLE

SERVICE ENTRANCE METER

LOW VOLTAGE CIRCUIT BREAKER,

DRAWOUT:

E.O. = ELECTRICALLY OPERATED

G = GROUND

I = INSTANTANEOUS

IA = INSTANTANEOUS AMPS

LT = LONG TIME

M.O. = MANUALLY OPERATED

ST = SHORT TIME

S = SENSOR RATING

MOLDED CASE CIRCUIT BREAKER

MEDIUM VOLTAGE CIRCUIT

BREAKER, DRAWOUT

FUSED CUT-OUT SWITCH

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

COMBINATION CIRCUIT BREAKER WITH STARTER:

FVNR = FULL VOLTAGE NON-REVERSING

FVR = FULL VOLTAGE REVERSING

2S = TWO SPEED

1W = ONE WINDING

2W = TWO WINDING

C = CONTACTOR

SFT = SOFT START

MEDIUM VOLTAGE MOTOR STARTER

CONVERTER OR VFD

~ = AC

- = DC

MOTOR

GENERATOR

LOCAL CONTROL:

CP = CONTROL PANEL

HTR = HEATER

SKD = SKID MOUNTED LOAD

VFD = VARIABLE FREQUENCY DRIVE

SURGE ARRESTOR

FUSE

CURRENT TRANSFORMER

INDICATES POLARITY

RECEPTACLE OPTIONS, IF REQ'D:

GFI = GROUND FAULT INTERRUPTING

IG = ISOLATED GROUND

S = SWITCH AND OUTLET

WP = WEATHERPROOF

XP = EXPLOSIONPROOF

FINISHED FLOOR

1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND

MAY NOT APPEAR ON THIS SET OF DRAWINGS.

2. FOR GENERAL LEGEND AND ABBREVIATIONS, SEE GG02.

3. X ON FIXTURE SYMBOL DENOTES FIXTURE TYPE

DESIGNATION. SEE FIXTURE SCHEDULE.

4. USE DIRECTIONAL ARROW ON EXIT SIGNS AS REQUIRED.

5. IEEE STANDARD C37.2-1991, ELECTRICAL POWER SYSTEM

DEVICE FUNCTION NUMBERS.

116530

ERNEST E. LEAF

06-19-20

AutoCAD SHX Text

NONE

AutoCAD SHX Text

MJ HILL

AutoCAD SHX Text

DL WILGES

AutoCAD SHX Text

APRIL 24, 2019

AutoCAD SHX Text

EE LEAF

AutoCAD SHX Text

EE LEAF

AutoCAD SHX Text

REISSUE BID PACKAGE

AutoCAD SHX Text

MJH

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EEL

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EEL

AutoCAD SHX Text 6-19-20

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-4"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text T

AutoCAD SHX Text J

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XFR

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GEN

AutoCAD SHX Text M

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KVA,CLG

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HV-LV

AutoCAD SHX Text Z

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POWER TRANSFORMER

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AMP

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AutoCAD SHX Text A

AutoCAD SHX Text

AMP

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FUSE

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AMP

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AMP

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SIZE

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AMP

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FUSE

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GEN

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KVA

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MCOV

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AMP

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AMP

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(QTY)

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PRI:SEC

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ACCUR

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(QTY)

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PRI/SEC

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ACCUR

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PRI/SEC

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ACCUR

AutoCAD SHX Text T

AutoCAD SHX Text

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

T O

T A

H L O

R I N

GROUND STORAGE TANK

T U

R B

I D

I T

WATER BOY UNIT 1

WATER BOY UNIT 2

TRANSFER PUMPS

AERATED 5 MILLION

GALLON RAW WATER

RESERVOIR

HCID #6 IRRIGATION

CANAL

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.

LEGEND:

SAMPLE

CHEMICAL APPLICATION

FLOW METER

RAW WATER PUMPS

HIGH SERVICE PUMPS

ELEVATED WATER

STORAGE TANK

PROCESS SCHEMATIC

GG04 1

BOUNDARY OF WATER

TREATMENT PLANT BUILDING

DISTRIBUTION LOOPS

102678

LARRY J. LEISCHNER

PI01-TP03

PI01-TP02

PI01-TP01

PI01-TP04

PI01-TP05

06/19/20

AutoCAD SHX Text

CHLORINE DIOXIDE

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ALUM

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LAS

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CHLORINE

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TURBIDITY

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CHLORINE DIOXIDE

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ALUM

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NONE

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AM ROMERO

AutoCAD SHX Text

DL WILGES

AutoCAD SHX Text

APRIL 24, 2019

AutoCAD SHX Text

DK MATHIAS

AutoCAD SHX Text

LJ LIESCHNER

AutoCAD SHX Text

REISSUE BID PACKAGE

AutoCAD SHX Text

AMR

AutoCAD SHX Text

DKM

AutoCAD SHX Text

LJL

AutoCAD SHX Text 6-19-20

TURBIDITY

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

PIPING AND INSTRUMENTATION

LEGEND

GG05 1

102678

LARRY J. LEISCHNER

06/19/20

AutoCAD SHX Text

AM ROMERO

AutoCAD SHX Text

DL WILGES

AutoCAD SHX Text

APRIL 24, 2019

AutoCAD SHX Text

DK MATHIAS

AutoCAD SHX Text

LJ LIESCHNER

AutoCAD SHX Text

REISSUE BID PACKAGE

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AMR

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DKM

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LJL

AutoCAD SHX Text 6-19-20

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MODIFIER

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OUTPUT

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FUNCTION

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DOWN OR

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CLOSED, CONFIRM

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AMBER, AUTO,

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BLUE

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ALARM

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PASSIVE FUNCTION

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READOUT OR

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USER'S CHOICE

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MEASURED OR

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CONDUCTIVITY

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BURNER FLAME

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(ELECTRICAL)

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ANALYSIS

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INITIATING VARIABLE

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FIRST LETTER

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MODIFIER

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SUCCEEDING LETTERS

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CONTROL

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BUTTON

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GREEN, GROUND

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FLOOR, FORWARD

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HIGH, HAND

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OFF, FAULT

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DCS

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OPEN, ON (RUN),

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LOW, LEAD

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MOTOR

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RED, REMOTE

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START

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WHITE

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VALVE, REVERSE

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GLASS, VIEWING

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INDICATE

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SENSOR

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LIGHT (PILOT)

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(RESTRICTION)

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ORIFICE

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FLOW RATE

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VOLTAGE (EMF)

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(DIMENSIONAL)

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INITIATED)

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CURRENT

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GAUGING

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HAND (MANUALLY

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SPECIFIC GRAVITY

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SCAN

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TIME OR TIME-

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MOISTURE OR

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SCHEDULE

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LEVEL

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POWER

AutoCAD SHX Text N

AutoCAD SHX Text O

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PRESSURE OR

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USER'S CHOICE

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PLC/DCS INPUT

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HUMIDITY

AutoCAD SHX Text M

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(ELECTRICAL)

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RATIO (FRACTION)

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RECORD OR PRINT

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MULTIFUNCTION

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WELL

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TOTALIZE

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SAFETY

AutoCAD SHX Text Q

AutoCAD SHX Text R

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RADIATION

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QUANTITY

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VACUUM

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text T

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MULTIVARIABLE

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TEMPERATURE

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FREQUENCY

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SPEED OR

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AutoCAD SHX Text Y

AutoCAD SHX Text X

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EVENT, STATE, OR

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POSITION

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PLC/DCS OUTPUT

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WEIGHT OR FORCE

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VISCOSITY/VIBRATION

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INTEGRATE OR

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REGULATING

AutoCAD SHX Text P

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CONNECTION)

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POINT (TEST

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RELAY, COMPUTE

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UNCLASSIFIED

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ELEMENT

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FINAL CONTROL

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OR UNCLASSIFIED

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DRIVE, ACTUATOR

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SWITCH

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TRANSMIT

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MULTIFUNCTION

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LOUVER

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VALVE, DAMPER,

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STATION

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CONTROL

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DIFFERENTIAL

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DENSITY (MASS) OR

AutoCAD SHX Text D

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

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FOR GENERAL LEGEND AND ABBREVIATIONS, SEE GG02.

AutoCAD SHX Text ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF DRAWINGS.

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FUNCTION IDENTIFICATION

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GENERAL NOTES

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PRESENCE

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READY

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STOP

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DEVICE

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AVAILABLE

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OVERLOAD

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(PRIMARY ELEMENT)

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PLC

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DCS

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DEVICE

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INSTRUMENT TAG IDENTIFICATION

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CONTROL PANEL MOUNTED (REAR)

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COMPUTER FUNCTION

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AUXILIARY PANEL MOUNTED (FRONT)

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CONTROL PANEL MOUNTED (FRONT)

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FIELD MOUNTED

AutoCAD SHX Text = ANALOG INPUT = ANALOG OUTPUT = DISCRETE INPUT = DISCRETE OUTPUT = THERMOCOUPLE = RELAY OUTPUT = RESISTANCE TEMPERATURE DETECTOR

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AI AO DI DO TC RO RTD

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GGG

AutoCAD SHX Text = FUNCTION IDENTIFICATION LETTERS = CONTROL LOOP NUMBER = UNIQUE MODIFIER (OPTIONAL) = I/O TYPE:

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CCCCC DDDD E GGG

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INSTRUMENT TAG DESIGNATIONS

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CCCCC

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DDDDD

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AMM CIO CI CO CL CO COMB COND DO H H NA NOX N O ORP PH SMOKE SO SI0 TRB

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ANALYZER IDENTIFICATION

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XXXXX CODE:

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XXXXX

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AutoCAD SHX Text = 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

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PROCESS LINE (W/ FLOW ARROW)

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LINES

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EXISTING LINE OR FURNISHED WITH THE EQUIPMENT

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SOFTWARE LINK

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DRAWING NUMBER

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DESCRIPTION

AutoCAD SHX Text STREAM ARROW INDICATES FLOW ENTERING OR LEAVING DRAWING AND CONTINUED ON OTHER DRAWING.

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PROCESS LINE EXITING DRAWING AND NOT CONTINUED ON ANOTHER DRAWING

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TIE POINT DESIGNATORS

AutoCAD SHX Text TIE POINT INTO AN EXISTING SYSTEM YYYY = P&ID DRAWING NUMBER XX = TIE POINT NUMBER

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-TP

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YYYY

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FLOW ELEMENTS

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MAGNETIC FLOWMETER

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XXX

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W-YYYY

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CONNECTION NUMBER

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HARDWIRED SIGNAL INPUT/OUTPUT

FIBER OPTIC SIGNAL

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

PIPING AND

INSTRUMENTATION DIAGRAM

WATER PLANT NO. 1

PI01 1

NOTES:

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

ARE NEW, BY CONTRACTOR, UNLESS NOTED OTHERWISE.

2. DRAWING BASED ON ORIGINAL PROJECT AS-BUILT P&ID DATED

11-24-2010.

3. SEE P&ID PI02 FOR NEW WATER PLANT NO. 2 AND

MISCELLANEOUS NEW I/O.

4. NEW WATER PLANT NO. 1 INLET MAG METER PROVIDED BY

WATER PLANT SUPPLIER AND INSTALLED BY CONTRACTOR, PER

MANUFACTURER RECOMMENDATIONS, INCLUDING OPTIMIZING

AVAILABLE UNOBSTRUCTED STRAIGHT RUN.

5. REFER TO SPECIFICATION SECTION 40 96 15 FOR GENERAL

CONTROL SYSTEM OPERATIONAL DESCRIPTION.

6. REFER TO SPECIFICATION SECTION 46 07 13 FOR WATER PLANT

SPEC, INCLUDING CONTROL DESCRIPTION AND SUPPLIER

SCOPE. REFER TO SPECIFICATION 46 30 13 FOR CHEMICAL

SYSTEMS SPECS, INCLUDING CONTROL DESCRIPTIONS AND

SUPPLIER SCOPE.

7. NEW WATER PLANT NO. 1 EFFLUENT RATE CONTROL VALVE AND

FILTER TO WASTE VALVE PROVIDED BY WATER PLANT SUPPLIER

AND INSTALLED BY CONTRACTOR. PIPING PROVIDED AND

INSTALLED BY CONTRACTOR.

134005

DEVIN D. ERIKSON

06/19/20

8. OUTLET OF FILTER TO WASTE LINE SHALL BE A MINIMUM OF 4"

ABOVE TOP OF TANK WALL.

9. SEE SPECIFICATION SECTION 46 07 13 FOR REQUIREMENTS FOR

SURFACE WASH SYSTEM.

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KQI

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AIT

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AIT

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RWP-2

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TRB

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RWP-3

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SEE PI02

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BACKWASH SUPPLY FROM

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HSP PUMP DISCHARGE

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4-PI02

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VENDOR SUPPLIED EQUIPMENT REF SPEC SEC 46 07 13

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PI01-TP01

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PI01-TP02

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SEE DWG PI02

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PI01-TP04

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INFLUENT RATE CONTROL VALVE

AutoCAD SHX Text M

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FIT

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TO WATER PLANT NO. 1 CONTROLLER

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CONNECTION TO WATER PLANT (TYP)

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120V NOTE 4

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EFFLUENT RATE CONTROL VALVE

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OPERATOR SAMPLE

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TURBIDITY

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AIT

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TRB

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CONTINUED ON DRAWING PI02

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TO GROUND STORAGE

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5-PI02

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FILTER TO WASTE VALVE

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PI01-TP05

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TO WATER PLANT NO. 2

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INFLUENT HEADER

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1-PI02

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TO WATER PLANT NO. 2

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BACKWASH VALVE

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2-PI02

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FROM

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WATER PLANT NO. 2

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3-PI02

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PI01-TP03

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MULTIPLE CONNECTIONS TO WATER PLANT NO. 2 JUNCTION BOX

AutoCAD SHX Text ORIGINAL BOUNDARY OF WATER PLANT NO. 1 SUPPLIER SCOPE OF SUPPLY. CONDUIT, WIRING, AND PIPING BY CONTRACTOR AS SPECIFIED/REQUIRED.

AutoCAD SHX Text GST EFFLUENT pH

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GST EFFLUENT TURBIDITY

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RWP-1, RWP-2 AND RWP-3 START/STOP SIGNALS TO RAW WATER PUMP PANEL

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RWP PANEL CONTROL HOA SWITCH

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AAH

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AAL

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AAH

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GST EFFLUENT TOTAL CL2

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AAL

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NOTE 7

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CONNECTION TO WATER PLANT

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EXST PIPE (TYP) NOTE 1

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NEW PIPE (TYP) NOTE 1

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COMBINED EFFLUENT TURBIDITY

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AAH

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AIT

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TRB

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CHLORINE

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LAS

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NOTE 8

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TO SURFACE WASH SYSTEM NOTE 9

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ZM CARTER

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DL WILGES

AutoCAD SHX Text

APRIL 24, 2019

AutoCAD SHX Text

SA WARREN

AutoCAD SHX Text

DD ERIKSON

AutoCAD SHX Text

REISSUE BID PACKAGE

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ZMC

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SAW

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DDE

AutoCAD SHX Text 6-19-20

AutoCAD SHX Text

WATER PLANT NO. 1

AutoCAD SHX Text M

AutoCAD SHX Text

LCP DUPLEX RAW WATER PUMP CONTROL PANEL

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

PIPING AND

INSTRUMENTATION DIAGRAM

WATER PLANT NO. 2

PI02 1

NOTES:

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

ARE NEW, BY CONTRACTOR, UNLESS NOTED OTHERWISE.

2. THIS P&ID INCLUDES SOME I/O THAT CONNECTS TO EQUIPMENT

SHOWN ON PI01 BUT SHOWN HERE FOR CLARITY.

3. SEE P&ID PI01 FOR ADDITIONAL I/O.

4. FOR CHEMICAL FEED SYSTEMS, SEE SPECIFICATION SECTION

46 30 13.

5. REPLACEMENT OF pH INSTRUMENT AIT-303 BY CONTRACTOR.

6. DISTRIBUTION SYSTEM LOOPS ARE SHOWN FOR REFERENCE

ONLY. VALVES, ETC. ARE OMITTED FOR CLARITY.

7. NEW WATER PLANT NO. 2 INLET MAG METER PROVIDED BY

WATER PLANT SUPPLIER AND INSTALLED BY CONTRACTOR, PER

MANUFACTURER RECOMMENDATIONS, INCLUDING OPTIMIZING

AVAILABLE UNOBSTRUCTED STRAIGHT RUN.

134005

DEVIN D. ERIKSON

06/19/20

8. UNDER OTHER PROJECT, AN EWST FIBER OPTIC I/O PANEL AND

CABLING BRINGS EWST LEVEL SIGNAL TO NEW FIBER OPTIC

PATCH PANEL NEAR MTU PANEL, INCLUDING MEDIA

CONVERSION FROM/TO HARDWIRED SIGNAL. COORDINATE WITH

OTHER PROJECT CONTRACTOR AS REQUIRED. HARDWARE BY

OTHERS. UNDER THIS PROJECT, PROGRAM PLC AND SCADA

DISPLAY FOR INDICATION OF THIS DATA POINT (MONITORING

ONLY, NO CONTROL LOGIC REQUIRED).

9. SEE SPECIFICATION SECTION 46 07 13 FOR REQUIREMENTS FOR

SURFACE WASH SYSTEM.

10. OUTLET OF FILTER TO WASTE LINE SHALL BE A MINIMUM OF 4"

ABOVE TOP OF TANK WALL.

AutoCAD SHX Text

INFLUENT TURBIDITY

AutoCAD SHX Text INFLUENT pH

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HMI

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PLC-MTU

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FIELD

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DUPLEX RAW WATER PUMP CONTROL PANEL (EXST, SEE PI01)

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TO NEW COMMON INFLUENT ANALYZERS SEE DWG PI01

AutoCAD SHX Text M-4

AutoCAD SHX Text M-3

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KQI

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AutoCAD SHX Text S

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AAH

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AAL

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AIR

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AIT

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AAH

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AIR

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AIT

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AutoCAD SHX Text L S A

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HOA

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HAND

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AUTO

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PUMP RUN

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ELAPSED TIME

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HOA

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RAW WATER PUMP NO. 3

AutoCAD SHX Text

WATER PLANT NO. 2 LOAD CENTER

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VENDOR SUPPLIED

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INFLUENT RATE CONTROL VALVE

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VENDOR SUPPLIED

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CHLORINE DIOXIDE

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CONNECTION TO WATER PLANT

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ALUM

AutoCAD SHX Text M

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SIPHON CONTROL SOLENOID VALVE

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EFFLUENT PUMP PROTECTION SWITCH

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RAPID MIX

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FLOC CHAMBER

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SETTLING TUBE CHAMBER

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FILTER

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BACKWASH WASTE PIPE

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WASTEWATER TO SEWER SYSTEM

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BACKWASH RATE CONTROL VALVE

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BACKWASH VALVE

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BACKWASH SUPPLY

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EFFLUENT RATE CONTROL VALVE

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TP-4

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TP-3

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HEADLOSS GAUGE/SWITCH

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WATER PLANT NO. 2 JUNCTION BOX

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MULTIPLE CONNECTIONS TO WATER PLANT NO. 1 CONTROLLER

AutoCAD SHX Text M

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FIT

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TO WATER PLANT NO. 1 CONTROLLER

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OPERATOR SAMPLE

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TURBIDITY

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FILTER TO WASTE VALVE

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CONTINUED FROM DRAWING PI01

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AIT 303

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NOTE 5

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FROM BACKWASH

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SUPPLY FLOW METER

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2-PI01

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FROM RAW WATER PUMP

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DISCHARGE HEADER

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1-PI01

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TO WATER PLANT NO. 1

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DISCHARGE HEADER

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3-PI01

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FROM WATER PLANT

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NO. 1 DISCHARGE HEADER

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5-PI01

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TO WATER PLANT NO. 1

AutoCAD SHX Text

BACKWASH SUPPLY

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4-PI01

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120V NOTE 7

AutoCAD SHX Text BOUNDARY OF WATER PLANT NO. 2 SUPPLIER SCOPE OF SUPPLY. CONDUIT, WIRING, AND PIPING BY CONTRACTOR AS SPECIFIED/REQUIRED.

AutoCAD SHX Text

AIT

AutoCAD SHX Text

TRB

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VENDOR SUPPLIED EQUIPMENT REF SPEC SEC 46 07 13

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HIGH SERVICE PUMPS

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DISTRIBUTION LOOPS (NOTE 6)

AutoCAD SHX Text L S A

AutoCAD SHX Text

PAHH

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PAHH

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PALL

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DISTRIBUTION LINE PRESSURE

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ELEVATED STORAGE TANK LEVEL

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PALL

AutoCAD SHX Text

ELEVATED STORAGE TANK

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EXST PIPE (TYP) NOTE 1

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NEW PIPE (TYP) NOTE 1

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GROUND STORAGE TANK (GST)

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NOTE 8

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LIT

AutoCAD SHX Text 500A

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ELEVATED STORAGE TANK

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LIT

AutoCAD SHX Text 500A

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NOTE 8

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TO SURFACE WASH SYSTEM NOTE 9

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NOTE 10

AutoCAD SHX Text

ZM CARTER

AutoCAD SHX Text

DL WILGES

AutoCAD SHX Text

APRIL 24, 2019

AutoCAD SHX Text

SA WARREN

AutoCAD SHX Text

DD ERIKSON

AutoCAD SHX Text

REISSUE BID PACKAGE

AutoCAD SHX Text

ZMC

AutoCAD SHX Text

SAW

AutoCAD SHX Text

DDE

AutoCAD SHX Text 6-19-20

AutoCAD SHX Text

WATER PLANT NO. 2

AutoCAD SHX Text

VIA RADIO SIGNAL

VIA FIBER OPTIC & HARDWIRE

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

PIPING PLAN

MP01 1

AS NOTED

AM ROMERO

DL WILGES

APRIL 24, 2019

DK MATHIAS

LJ LIESCHNER

1 REISSUE BID PACKAGE AMR DKM LJL 6-19-20

OFFICE

RESTROOM

CHLOR. STOR.

MECH

PROCESS RM

PIPING PLAN

6" PVC RAW WATER LINE

4" PVC TRANSFER LINE

4" DIP BACKWASH LINE

DRAIN WELL

LIQUID AMMONIUM

SULFATE TANK AND PUMP

PIPING

CHANNEL

WATERBOY

UNIT NO. 1

WATERBOY

UNIT NO. 2

PIPING CHANNEL

ALUM TANK

RAW WATER PUMP NO. 2

RAW WATER PUMP NO. 3

ON EQUIPMENT PAD PER

DETAIL THIS DRAWING

RAW WATER PUMP NO. 1

CHLORINE

DIOXIDE SYSTEM

SEE NOTE 3

NOTES:

1. SEE REFERENCE DRAWINGS FOR PIPING DESIGN BY WATER BOY

MANUFACTURER.

SCALE:

MP01

NONE

A-MP01

EFFLUENT CONNECTION

TO WATERBOY UNIT NO. 2

SEE NOTE 1

CONNECT TO

EXISTING TEE

PIPING

CHANNEL

GRATING

3. SEE SPECIFICATION SECTION 46 30 13 FOR DESCRIPTION OF

WORK REQUIRED IN THIS AREA.

SEE NOTE 2

2. EXISTING PUMP SHALL BE INSTALLED ON NEW ALUM FEED

TOWER. MOUNT NEW TOWER ON EXISTING SUPPORTS. SEE

SPECIFICATION SECTION 46 30 13.

PI01-TP04

PI02-TP03

WATERBOY UNIT NO.

2 BACKWASH SUPPLY

CONNECTION SEE

NOTE 1

16" PVC RAW WATER LINE

SCALE: 1/4"=1'-0"

pH ANALYZER

AIT-303(pH)

CL2 RESIDUAL

ANALYZER

TURBIDITY

ANALYZER

INFLUENT WATER

AIT-103 (pH)

AIT-104 (TURBIDITY)

RAW WATER PUMP NO. 3

PI01-TP01

PI01-TP02

PI01-TP03

ALUM PUMP NO. 1

ALUM PUMP NO. 2

SCALE:

B-MP01

MP01

1/2" = 1'-0"

4. SEE DRAWING PI01 AND SPECIFICATION SECTION 46 07 13 FOR

MODIFICATIONS TO EXISTING INFLUENT AND EFFLUENT PIPING

FOR WATERBOY UNIT NO. 1.

5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS TO ENSURE

NEW EQUIPMENT WILL FIT IN EXISTING SPACE.

6. CONTRACTOR TO FIELD ROUTE NEW CHEMICAL FEED PIPING

FOR ALUM AND CHLORINE DIOXIDE FROM FEED PUMPS TO

INFLUENT AT WATERBOY UNIT NO. 2. FEED PIPING SHALL BE 1"

PVC PIPE AND FITTINGS. PROVIDE SHUTOFF VALVES AT

CONNECTIONS TO PUMP AND INJECTION POINT.

PI02-TP02

PI01-TP05

2" GATE VALVE

4"X2" REDUCER

4" CHECK VALVE

4" GATE VALVE

PI02-TP01

SEE NOTE 4

EXST CHLORINE

STORAGE AND

FEED SYSTEM

CONNECT TO

EXISTING TEE

7. WATERBOY SUPPLIER TO PROVIDE INSTRUCTIONS AND DETAILS

FOR ANCHORING AND GROUTING TANK ON EXISTING CONCRETE

BASE.

102678

LARRY J. LEISCHNER

06/19/20

I N

NOTES:

1. ANCHOR BOLT/ROD SIZE AND LOCATION TO SUIT

EQUIPMENT.

2. DOWELS AROUND PERIMETER ARE NOT REQUIRED

FOR HOUSEKEEPING PADS FOR EQUIPMENT WHICH

DOES NOT REQUIRE AND ANCHORAGE.

3. FOR FRAME MOUNTED PUMPS, COORDINATE PAD

DIMENSIONS WITH MANUFACTURER.

INTERIOR EQUIPMENT PAD DETAIL

SCALE: NONE

2" MIN (TYP)

5" MIN (TYP)

ROUGHENED SURFACE

ANCHOR BOLT CAST

IN PAD WHERE 1 > 8"

(ALTERNATE)

4#12 DOWEL AROUND

PERIMETER FOR NEW

SLAB CONSTRUCTION

(ALTERNATE)

EXISTING OR

NEW SLAB

4#12 EW

EQUIPMENT PAD

EQUIPMENT BASE

ANCHOR ROD (EXTEND

INTO SLAB 4" MIN

WHERE 1 < 8")

GROUT (1" MIN)

#4@12 ADHESIVE ANCHORED

REINFORCING AROUND PERIMETER;

(FOR NEW OR EXISTING SLAB

CONSTRUCTION)

8. PROVIDE SAMPLE LINE AND TURBIDIMETER. SAMPLE TAP SHALL

BE IN COMBINED FILTER EFFLUENT LINE.

SEE NOTE 8

COMBINED FILTER

EFFLUENT TURBIDITY

AIT-302

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

A-MP01

AutoCAD SHX Text

DETAIL

B-MP01

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

DEMOLITION ONE-LINE DIAGRAM

DE01 1

AS NOTED

MJ HILL

DL WILGES

APRIL 24, 2019

EE LEAF

1 REISSUE BID PACKAGE MJH EEL EEL 6-19-20

NOTES:

ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

WATER PLANT NO.1

CONTROLLER

75KVA TRANSFORMER 12,470V-PRI 208Y/120V 3Ø,

4W, SEC, NEMA 3R

200A, 3P, 600V W/GND LUG NEMA 4X STAINLESS

STEEL FUSIBLE DISC, SW

200A, 3P, 600V W/GND LUG WALL MOUNT MANUAL TRANSFER

SWITCH NEMA 4X STAINLESS STEEL DOUBLE THROW DISC. SW.

W/ 200A HEAVY DUTY 4P, 4W TYPE 4X RECEPTACLE

2 1/2"C-3#3/0, 1#1/0G NOTE 5

PANEL A

RAW WATER PUMPS PNL

PUMP

ELAPSED

TIME

METERS

PUMP ON

PUMP OFF

PUMP SELECTOR

#1 #2

ETM ETM

1. DEMOLISH AND SALVAGE EXISTING TRANSFORMER.

2. DEMOLISH AND SALVAGE EXISTING DISCONNECT.

3. DEMOLISH AND SALVAGE MANUAL TRANSFER SWITCH AND GENERATOR

PLUG.

4. DEMOLISH AND SALVAGE EXISTING PANEL A.

5. DEMOLISH EXISTING CONDUIT AND WIRE.

6. COORDINATE WITH OWNER FOR STORAGE OF ALL SALVAGED EQUIPMENT.

7. REMOVE EXISTING WIRING. LEAVE CONDUIT IN PLACE.

NOTE 1

2 1/2"C-3#3/0, 1#1/0G NOTE 5

NOTE 2

NOTE 3

NOTE 4

NOTE 7

5 5

TRAILER MOUNTED

EMERGENCY

GENERATOR

(BY OTHERS)

3#2(15KV)-4" DUCT

200A, 3P, 600V W/GND LUG NEMA 3R DISC, SW

116530

ERNEST E. LEAF

8. CONTRACTOR TO COORDINATE WITH OWNER FOR ALL PHASING AND

DEMOLITION OF EXISTING EQUIPMENT. DEMOLITION SHOULD BE STAGED

TO MINIMIZE THE OPERATIONAL IMPACT.

06/19/20

LEGEND:

DEMOLITION

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

POWER DEMOLITION PLAN

DE02 1

AS NOTED

MJ HILL

DL WILGES

APRIL 24, 2019

EE LEAF

1 REISSUE BID PACKAGE MJH EEL EEL 6-19-20

OFFICE

RESTROOM

CHLOR. STOR.

MECH

PROCESS RM

POWER PLAN

SCALE: 1/4"=1'-0"

DE02

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

RESTROOM

A-DE02

XFR

MECH

116530

ERNEST E. LEAF

NOTE 3

EXST WATER PLANT NO. 1

LOAD CENTER AND

WIREWAY

CL2 RESIDUAL

ANALYZER

TURBIDITY

ANALYZER

EXST WP/GFI

CHEMICAL

FEEDER OUTLET

NOTE 1

NOTE 4

EXST MTU CONTROL

PANEL

EXST WATER PLANT NO. 1

CONTROL PANEL

NOTES:

1. DEMOLISH AND SALVAGE EXISTING TRANSFORMER.

2. DEMOLISH AND SALVAGE EXISTING DISCONNECT.

3. DEMOLISH AND SALVAGE MANUAL TRANSFER SWITCH AND GENERATOR

PLUG.

4. DEMOLISH AND SALVAGE EXISTING PANEL A.

5. DEMOLISH EXISTING CONDUIT AND WIRE.

6. COORDINATE WITH OWNER FOR STORAGE OF ALL SALVAGED EQUIPMENT.

7. CONTRACTOR TO COORDINATE WITH OWNER FOR ALL PHASING AND

DEMOLITION OF EXISTING EQUIPMENT. DEMOLITION SHOULD BE STAGED

TO MINIMIZE THE OPERATIONAL IMPACT.

NOTE 2

NOTE 5 NOTE 5

NOTE 5

06/19/20

LEGEND:

DEMOLITION

AutoCAD SHX Text

DETAIL

A-DE02

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

ELECTRICAL ONE-LINE DIAGRAM

EO01 1

AS NOTED

MJ HILL

DL WILGES

APRIL 24, 2019

EE LEAF

1 REISSUE BID PACKAGE MJH EEL EEL 6-19-20

NOTES:

1. SEE DRAWING GG03 FOR ELECTRICAL LEGEND.

2. SEE DRAWING EW01 FOR PANEL A SCHEDULE.

ELECTRICAL ONE-LINE DIAGRAM

1.5 1.5

1/4

ALUM

METER

PUMP

WATER

PLANT

NO. 2

LOAD

CENTER

WATER PLANT NO.2

JUNCTION BOX

M-3 M-4

TRANSFER

PUMP NO.3

TRANSFER

PUMP NO.4

FLOC

MOTOR

WATER PLANT NO.1

CONTROLLER

3. PROVIDE 4-4/0, 1-#4G IN EXISTING UNDERGROUND CONDUIT TO WATER PLANT # 2 LOAD

CENTER. EXTEND CONDUIT FROM STUB UP TO LOAD CENTER.

4. REFURBISH RAW WATER PUMP CONTROL PANEL TO ADD PROVISIONS (BREAKERS,

STARTERS, CONTROLS) FOR ADDITIONAL WATER PUMP. SEE DRAWING IS01 AND

SPECIFICATION SECTION 40 96 15 FOR DETAILS.

5. PROVIDE 3-#10, 1-#10G FROM RAW WATER PUMP CONTROL PANEL TO NEW RAW WATER

PUMP. EXTEND CONDUIT FROM STUB UP TO CONTROL PANEL AND MOTOR.

CKT 38, 40, 42, EXST 1 1/4"C,

4-4/0, 1-#4G (NOTE 3)

NOTE 4

RAW WATER

PUMP NO.3

NOTE 5

6. WHERE NEW EQUIPMENT IS INSTALLED VERIFY CONDITION OF BUILDING GROUNDING

SYSTEM. CONNECT NEW EQUIPMENT TO EXISTING GROUNDING SYSTEM AND TEST

GROUNDING CONNECTION PER NEC 250.53.

150KVA OIL FILLED PAD MOUNTED

TRANSFORMER 12,470V-PRIMARY

208Y/120V 3Ø, 4W, SEC, NEMA 3R

400A, 3P, 600V W/GND LUG

NEMA 4X STAINLESS STEEL

FUSIBLE DISC, SW

400A, 3P, 600V W/GND LUG WALL MOUNT

MANUAL TRANSFER SWITCH NEMA 4X

STAINLESS STEEL DOUBLE THROW DISC.

SW. W/ 400A HEAVY DUTY 4P, 4W TYPE 4X

RECEPTACLE

NOTE 9

NEW

PANEL A

2 SETS OF 1-4"C, 4-4/0,

AND 1-#2 GND

7. EQUIPMENT BY WATER PLANT VENDOR.

NOTE 7

RAW WATER PUMPS PNL

PUMP

ELAPSED

TIME

METERS

PUMP ON

PUMP OFF

WATER

PLANT

NO. 1

LOAD

CENTER

8. SEE SHEET DE01 FOR DEMOLITION PLAN.

9. NEW PANEL A, 208/120V 3 PHASE, 4 WIRE, IN NEMA 1 ENCLOSURE. 54 CIRCUIT PANEL

400A MCB. SEE SHEET EW01 FOR PANEL SCHEDULE.

10. CONTRACTOR TO VERIFY METER SOCKET RATINGS. COORDINATE METER AND

ASSOCIATED ITEMS WITH AEP TO PROVIDE EQUIPMENT FOR NEW 150KVA SERVICE.

MATCH NEW BUILDING ELECTRICAL SERVICE.

ETM ETM ETM

NOTE 10

11. PROVIDE GENERATOR PLUG TO MATCH EXISTING.

12. PULL NEW WIRE TO REFURBISHED RAW WATER PUMPS PANEL. 4-1/0, 1-#8G IN

EXISTING CONDUIT.

13. ITEMS SHOWN GREY ARE EXISTING. ITEMS SHOWN BLACK ARE NEW

14. NEW ALUM METER PUMP CONNECT TO EXISTING WP/GFI OUTLET. CORD SET PRE-WIRED

AND PROVIDED BY MANUFACTURER.

NOTE 11

NOTE 12

NOTE 14

1" C, 2-#12, 1-#12 G

CONNECT TO EXISTING

GROUND MAT (NOTE 6)

NOTE 6

INFLUENT

PH METER

INFLUENT

TURBIDITY

METER

PUMP

1.5 1.5

15. SEE SECTION 40 96 15 FOR HIGH SERVICE PUMP CONTROL PANEL MODIFICATION

DETAILS.

FROM MTU/DIST. LINE

PRESSURE SETPOINTS

FOR HSP START/STOP

NOTE 15

PUMP HOA

TO RAW WATER PUMP

CONTROL PANEL/PUMP

START/STOP SIGNAL

PER PUMP

16. CONTRACTOR TO PROVIDE ALL NEW SERVICE EQUIPMENT INCLUDING PAD MOUNTED

TRANSFORMER, MAIN DISCONNECT, MANUAL TRANSFER SWITCH, GENERATOR PLUG,

AND PANEL A. ALL OUTAGES AND SERVICE UPGRADE PHASING TO BE COORDINATED

WITH OWNER.

2 SETS OF 1-4"C,

4-4/0, AND 1-#2 GND

2 SETS OF 1-4"C, 4-4/0, AND

1-#2 GND

116530

ERNEST E. LEAF

2-4"C, 3-#2 (15KV)

06/19/20

17. BY WATER TREATMENT PLANT MANUFACTURER.

NOTE 17

NOTE 6

COMBINED FILTER

EFFLUENT TURBIDITY

METER

MMM

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

POWER PLAN

EP01 1

AS NOTED

MJ HILL

DL WILGES

APRIL 24, 2019

EE LEAF

1 REISSUE BID PACKAGE MJH EEL EEL 6-19-20

OFFICE

RESTROOM

CHLOR. STOR.

MECH

PROCESS RM

NOTES:

1. MOUNT ALL RECEPTACLES PER ADA REQUIREMENTS.

2. CONDUITS LEAVING CHLORINE ROOM MUST HAVE SEAL OFF

FITTINGS AND FILLED WITH SILICON SEALER.

3. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS

FOR WATER PLANT EQUIPMENT WITH PLANT EQUIPMENT VENDOR

AND FURNISH AND INSTALL ALL REQUIRED POWER, CABLE,

CONDUIT, EQUIPMENT, ECT. AS REQUIRED FOR A COMPLETE AND

OPERATIONAL WATER PLANT CONTROL SYSTEM, NOT ALL

REQUIRED ITEMS MAY BE SHOWN ON THESE DRAWINGS.

1 1"C-3#10, 1#10G FROM RAW WATER PUMP PANEL TO MOTORS (EXISTING).

2 1"C-EXISTING BELOW GRADE FROM NEW RAW WATER PUMP STUBBED UP

BELOW RWP CONTROL PANEL. PROVIDE 3-#10, #10G IN EXISTING CONDUIT.

6 REPLACE EXISTING pH ANALYZER (AIT-303). REUSE EXISTING CONDUIT

AND WIRE.

7 NEW PLANT NO. 2 MAGNETIC METER. FEED FROM NEW PLANT NO. 2 LOAD

CENTER. 2-#12, 1-#12 G, 3/4" C.

KEYNOTES:

POWER PLAN

WALL-MOUNTED MANUAL

TRANSFER SWITCH WITH HEAVY DUTY

RECEPTACLE

PANEL A

DUPLEX

RAW WATER PUMP

PANEL (NOTE 4)

DUPLEX

HIGH SERVICE

PUMP PANEL

CONTROLLER

EXST WATER PLANT NO. 1

LOAD CENTER AND

WIREWAY

pH ANALYZER

CL2 RESIDUAL

ANALYZER

TURBIDITY

ANALYZER

4. EXISTING RAW WATER PUMP CONTROL PANEL TO BE

REFURBISHED TO ADD FEEDER AND CONTROLS FOR NEW RAW

WATER PUMP TO MATCH EXISTING.

NEW WATER PLANT NO. 2 LOAD

CENTER AND WIREWAY (NOTE 3)

PNL A-38,40,42

INFLUENT WATER

AIT-103 (pH)

AIT-104 (TURBIDITY)

5. NEW ELECTRICAL SERVICE EQUPMENT SEE SHEET EO01 ONE-LINE.

SEE DE01 FOR EXISTING EQUPMENT DEMOLITION DETAILS.

6. CONTRACTOR TO VERIFY EXISTING GROUNDING SYSTEMS ARE

ADEQUATE FOR CONNECTION TO NEW EQUIPMENT. REPLACE AS

NEEDED. TEST GROUNDING CONNECTION PER NEC 250.53.

4 CONNECT NEW ALUM METERING PUMP TO EXISTING WP/GFI RECEPTACLE VIA

MANUFACTURER SUPPLIED AND WIRED CORDSET.

EXST WP/GFI

CHEMICAL

FEEDER OUTLET

NEW ALUM METERING

PUMP

EXST CHLORINE DIOXIDE

PUMP CONTROL PANEL

7. SEE DE01 FOR EXISTING EQUIPMENT DEMOLITION DETAILS.

5 CHLORINE DIOXIDE SYSTEM SUPPLIER TO PROVIDE CHLORINE DIOXIDE SYSTEM/CONTROL

PANEL MODIFICATIONS PER SPECIFICATION SECTION 46 30 13, WORK INCLUDES BUT NOT

LIMITED TO REMOVAL OF VFD AND COMPLETE DESIGN, PROVIDE ITEMS LOCAL TO THE

CHLORINE DIOXIDE SYSTEM SKID: MOTOR STARTER, FLOW METER, CONTROL VALVES, PIPING

AND FITTINGS, CONDUIT CABLES AND PROGRAMMING. CONTRACTOR SHALL PROVIDE FEED

PIPING BETWEEN CHLORINE DIOXIDE SKID AND WATER PLANTS AS REQUIRED.

3 1 1/4"-EXISTING CONDUIT FROM PANEL "A" TO (NEW PLANT LOAD CENTER #2) EXTEND

CONDUIT UP FROM GRADE TO CONTROL PANEL. PULL NEW 4-4/0, 1-#4G. PROVIDE ABOVE

GROUND CONDUIT CONNECTION FROM STUB-UP TO LOAD CENTER.

8 NEW PLANT NO. 1 MAGNETIC METER. FEED FROM EXISTING PLANT NO. 1 CONTROL

PANEL, 2-#12, 1-#12 G, 3/4" C.

NOTE 10

NOTE 6

RAW WATER

PUMP #3

PNL A-15,17,19

PNL A-44

9 EXISTING 4" CONDUITS TO UTILITY/ METERS.

EXISTING CHLORINE

DIOXIDE SYSTEM

SCALE: 1/4"=1'-0"

EXST MTU CONTROL

PANEL

NEW WATER PLANT

NO. 2 JUNCTION BOX

EXST WATER

PLANT NO. 1

CONTROL PANEL

10 2 SETS OF 1-4"C, 4-4/0, #2 GROUND.

8. CONTRACTOR TO PROVIDE NEW 150KVA OIL FILLED PAD MOUNTED

TRANSFORMER AND PAD PER DETAIL ON EP02.

9. CONTRACTOR TO PROVIDE ALL NEW SERVICE EQUIPMENT.

CONTRACTOR TO COORDINATE WITH OWNER REGARDING REQUIRED

OUTAGES AND NEW SERVICE PHASING.

EP01

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

RESTROOM

A-EP01

XFR

MECH

NOTE 9

116530

ERNEST E. LEAF

10. EXISTING TRANSFORMER PAD.

11 2-4" CONDUITS, 3-#2 (15KV) TO EXISTING OVERHEAD SERVICE POLE/METER.

12 INSTRUMENTATION AND CONTROLS CONDUITS: CONTRACTOR TO VERIFY EXISTING

CONDUIT AND AVAILABILITY. ADD NEW 3/4" CONDUIT AS REQUIRED.

NOTE 8

06/19/20

EFFLUENT

TURBIDITY AIT-302

PNL A-35

AutoCAD SHX Text

DETAIL

A-EP01

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

ELECTRICAL DETAILS

EP02 1

AS NOTED

MJ HILL

DL WILGES

APRIL 24, 2019

EE LEAF

1 REISSUE BID PACKAGE MJH EEL EEL 6-19-20

4/0 STRANDED

BARE COPPER

2'-6" BURIAL DEPTH

MINIMUM

EXOTHERMIC WELD

3/4"x10'-0" COPPER CLAD STEEL

GROUND ROD

REBAR

EXOTHERMIC

CONNECTION

4/0 BARE COPPER TO GROUND

GRID

GROUND ROD DETAIL

REBAR GROUNDING DETAIL

NTS

BOND REBAR TO

GROUND RING

CONCRETE PAD

GROUND ROD

TERMINATE GROUNDING

CONDUCTOR & NEUTRAL

BONDING JUMPER TO THE

GROUNDING LUG

TRANSFORMER

WINDINGS &

COOLING FINS

HIGH VOLTAGE

LOW

VOLTAGE

TRANSFORMER AND DISTRIBUTION PLAN

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

116530

ERNEST E. LEAF

2-4" CONDUITS TO MAIN

DISCONNECT

4" CONDUIT TO BUILDING

METER/SERVICE POLE

#4/0 BARE COPPER

#4 REBAR @ 12"OC EW

TOP & BOTTOM

GALVANIZED POST-INSTALLED ANCHOR

BOLT (TYP) - SIZE, LOCATION AND

QUANTITY PER EQUIPMENT

MANUFACTURER RECOMMENDATIONS

(USE MIN 3/4"Ø BOLT @ 6'-0" MAX SPA)

(TYP)

Y P

(TYP)

TRANSFORMER EQUIPMENT FOUNDATION PLAN

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

A-EP02 A-EP02

B E

I N

Y P

NOTE:

ANCHOR BOLTS TO BE PLACED AS NEEDED PER EQUIPMENT MANUFACTURER RECOMMENDATIONS.

GRADE

(MIN,

TYP)

GALVANIZED POST-INSTALLED ANCHOR

BOLT WITH 6" MIN EMBEDMENT (TYP)

SCALE:

EP02

1/2" = 1'-0"

GRADE

(TYP)

(MIN,

TYP)

1'-0"

EQUIPMENT LENGTH + 1'-0" (+/-)

E Q

U I P

M E

I D

3" CLR

L R

4 1/2"3" CLR

4 1/2"

L R

O M

P A

C T

E D

C O

A R

G G

R E

G A

T E

SCALE:

EP02

1/2" = 1'-0"

BLOCKOUT SIZE AND LOCATION

TO SUIT EQUIPMENT PROVIDED

06/19/20

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

A-EP02

AutoCAD SHX Text

SECTION

B-EP02

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

PANEL SCHEDULE

EW01 1

AS NOTED

MJ HILL

DL WILGES

APRIL 24, 2019

EE LEAF

1 REISSUE BID PACKAGE MJH EEL EEL 6-19-20

NOTES:

1. EXISTING PANEL A TO BE REPLACED WITH NEW 208Y/120V 54

CIRCUIT PANEL. PRESERVE EXISTING WIRE TO THE EXTENT

POSSIBLE FOR CONNECTION TO NEW PANEL/BREAKERS. IF

CIRCUITS/WIRES CANNOT BE RE-TERMINATED PULL NEW

CIRCUIT/WIRE FROM NEW PANEL TO EXISTING DEVICE.

2. OUTAGE/REPLACEMET OF PANEL A SHALL BE SCHEDULED WITH

USDA AND MAINTENANCE PERSONNEL.

3. NEW CIRCUIT BREAKER REQUIRED FOR ALL CIRCUITS. PROVIDE

NEW WIRING FOR CIRCUITS SHOWN WITH WIRING

REQUIREMENTS. CONTRACTOR TO VERIFY CIRCUITS AND

PROVIDE UPDATED PANEL CIRCUIT DIRECTORY.

4. CONTRACTOR TO PROVIDE NON-FADING ARC FLASH

RATINGS/LABELS FOR NEW EQUIPMENT.

NOTE 3

116530

ERNEST E. LEAF

06/19/20

5. BREAKER SPACES RESERVED FOR OTHER PROJECT (IRRIGATION

SYSTEM).

NOTE 5

1 2

C A

3 4 5

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

DATE

DRAWN

SCALE:

NO.

DATENO. REVISIONS APVDCHKDDSGN

C STANLEY CONSULTANTS

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

AT FULL SIZE

cm0 1

3 4

USDA-APHIS-PPQ

MOORE AIR BASE

REPAIRS TO WATER TREATMENT FACILITY

EDINBURG, TEXAS

27100.14

Texas Firm Registation No.: F-174

RAW WATER PUMP CONTROL PANEL

MODIFICATIONS

IS01 1

AS NOTED

ZM CARTER

DL WILGES

APRIL 24, 2019

SA WARREN

DD ERIKSON

1 REISSUE BID PACKAGE ZMC SAW DDE 6-19-20

RAW WATER PUMPS SCHEMATIC MODIFICATIONS

CS3

SPARE

TO TB1

PUMP

ON/OFF STATUS

TO TB1

CONTROL SW IN

HAND POSITION

TO TB1

CONTROL SW IN

AUTO POSITION

ETM

PUSH TO TEST PUMP 3 ON

PUSH TO TEST PUMP 3 OFF

ELAPSED TIME METER PUMP 3

LIGHT

HAND

AUTO

CR5-1

(3)

ØF

HAND OFF AUTO

CONTROL SWITCH "CS" 3

RAW WATER PUMP 3

NOTES:

1. ITEMS SHOWN GRAY ARE EXISTING; ITEMS SHOWN IN

BLACK ARE NEW, BY CONTRACTOR.

120V

CR1

CR2

PUMP NO. 1

PUMP NO. 2

NO. 1 NO. 2

RAW PUMPS SELECTER

SWITCH "SW"1

208V

2. EXISTING RAW WATER PUMP CONTROL PANEL IS SIZED

WITH SPACE FOR CONTRACTOR TO ADD

INSTRUMENTATION AND CONTROLS FOR THE THIRD

PUMP. IT IS CONTRACTOR'S RESPONSIBILITY TO

PROVIDE AND APPROPRIATELY INSTALL THE SWITCHES

AND DEVICES SHOWN, IN THE SPACE AVAILABLE. SEE

ELECTRICAL ONE LINE DIAGRAM EO01.

CRA

CR4

CR5

RWP-3 START/STOP

SIGNAL FROM WATER

PLANT CONTROLLER

RWP-2 START/STOP

SIGNAL FROM WATER

PLANT CONTROLLER

RWP-1 START/STOP

SIGNAL FROM WATER

PLANT CONTROLLER

CR3

CR4-1

CR3-1

LEGEND:

DEMOLITION

PUMP 3

RUN

STOP

HAND OFF AUTO

RAW WATER PUMP CONTROL PANEL SWING-OUT DOOR MODIFICATIONS

32.8

COVER HOLE

WITH PLATE

06/19/20

NOTE 3 (TYP)

3. NEW HARDWARE SHALL BE OF THE SAME MAKE AND

MODEL AS EXISTING.

134005

DEVIN D. ERIKSON

DATE

REV

DATE

DESIGNER

CHECKER

COMPANY CONFIDENTIAL

SCALE:

FILE:

MANAGER

DATE TITLE

CLIENT

PROJECT CODE DRAWING SHEET

ENGINEER

THIS DOCUMENT AND ALL INFORMATION CONTAINED HEREIN ARE THE PROPERTY OF WESTECH AND/OR ITS AFFILIATES. THE DESIGN CONCEPTS AND INFORMATION CONTAINED HEREIN ARE PROPRIETARY TO WESTECH AND ARE SUBMITTED IN CONFIDENCE. THEY ARE NOT TRANSFERABLE AND MUST BE USED ONLY FOR THE PURPOSE FOR WHICH THE DOCUMENT IS EXPRESSLY LOANED. THEY MUST NOT BE DISCLOSED, REPRODUCED, LOANED OR USED IN ANY OTHER MANNER WITHOUT EXPRESS WRITTEN CONSENT OF WESTECH. IN NO EVENT SHALL THEY BE USED IN ANY MANNER DETRIMENTAL TO THE INTEREST OF WESTECH. ALL PATENT RIGHTS ARE RESERVED. UPON THE DEMAND OF WESTECH, THIS DOCUMENT, ALONG WITH ALL COPIES AND EXTRACTS, AND ALL RELATED NOTES AND ANALYSES, MUST BE RETURNED TO WESTECH OR DESTROYED, AS INSTRUCTED BY WESTECH. ACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS. IF THIS DOCUMENT COMES INTO THE POSSESSION OF A THIRD-PARTY THAT IS NOT A PARTY TO A NON-DISCLOSURE AGREEMENT WITH WESTECH OR OTHERWISE AUTHORIZED TO POSSESS OR USE THIS DOCUMENT, SUCH PARTY MUST IMMEDIATELY RETURN THIS DOCUMENT TO WESTECH AND SHALL NOT USE THIS DOCUMENT FOR ANY PURPOSE WHATSOEVER UNLESS AND UNTIL AUTHORIZED IN WRITING BY WESTECH TO DO SO. IF SUCH THIRD-PARTY DOES USE THIS DOCUMENT FOR AN UNAUTHORIZED PURPOSE, WESTECH WILL PURSUE ANY AND ALL REMEDIES AVAILABLE TO IT, AT LAW OR IN EQUITY, UNDER FEDERAL LAW AND/OR UNDER THE LAWS OF

THE COMMONWEALTH OF MASSACHUSETTS OR OTHER APPLICABLE LAW.

REV ECNDESCRIPTION DATE DWN CHKD APVD

WATERBOY PACKAGED WATER TREATMENT PLANT

WB-82 GENERAL ARRANGEMENT

USDA MOORE AIR BASE - EDINBURG, TX

1013-0001704001

1/2"=1'-0"

1 3 0PRELIM-1830309

JHC 1/27/2010

JHS 3/15/2010

TGL 1/27/2010

Water Technologies

Ames, IA

515-268-8400

S T

O R

D E

R X

L O

C A

L E

I N

T L

E F

PLAN VIEW

CAUTION: TUBE MODULE MATERIAL IS PLASTIC AND WILL BURN

IF EXPOSED TO FLAME, WELD SPATTER OR HIGH HEAT.

DO NOT USE CUTTING TORCH, WELDING EQUIPMENT, OPEN FLAME,

OR SMOKING MATERIALS IN THE VICINITY OF TUBE MODULES.

10'-1

OVERALL

7'-7

7'-4

" OVERALL

7'-6

EFFLUENT CONNECTION

2" SCREWED INFLUENT

CONNECTION (MAX. INLET

PRESSURE = 75 PSI)

FLOCCULATION

COMPARTMENT

FLOCCULATOR

ASSEMBLY

TUBE SETTLING

COMPARTMENT

FILTER

COMPARTMENT

SIPHON CONTROL

SOLENOID VALVE

FLASH MIX

COMPARTMENT

BACKWASH

CONNECTION

FILTER-TO-WASTE

O R

D E

R X

L O

C A

L E

I N

T L

E F

DATE

REV

DATE

DESIGNER

CHECKER

COMPANY CONFIDENTIAL

SCALE:

FILE:

MANAGER

DATE TITLE

CLIENT

PROJECT…

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