W912PL-18-B-0005_Solicitation_Plans.pdf

PDF 35 MB Posted Jul 23, 2018

Attached to: Mechanical and Electrical Work Whittier Narrows Dam Federal contract opportunity
Solicitation number: W912PL-18-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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Solicitation - Plans

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File	Type	Posted
Bid_Abstract.pdf	PDF	Sep 4, 2018
W912PL-18-B-0005_Amendment0002.pdf	PDF	Aug 24, 2018
W912PL-18-B-0005_Amendment0001_Plans.pdf	PDF	Aug 21, 2018
W912PL-18-B-0005_Amendment0001_Specifications.pdf	PDF	Aug 21, 2018
FIO-W912PL-18-B-0005_SiteVisit_AttendeeList.pdf	PDF	Aug 15, 2018
W912PL-18-B-0005_Solicitation_Specifications.pdf	PDF	Jul 23, 2018

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18 July 2018 18 July 2018

MILLER.WILLIAM.A.

1229734659

Digitally signed by MILLER.WILLIAM.A.1229734659 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MILLER.WILLIAM.A.1229734659 Date: 2018.07.18 12:46:58 -04'00'

MARTIN.AUGUST.WAYNE.1230839448

Digitally signed by MARTIN.AUGUST.WAYNE.1230839448 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MARTIN.AUGUST.WAYNE.1230839448 Date: 2018.07.18 14:38:22 -04'00'

LEE.GARY.J.12312

58180

Digitally signed by LEE.GARY.J.1231258180 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=LEE.GARY.J.1231258180 Date: 2018.07.18 11:59:04 -07'00'

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IDENTIFICATION

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SHEET OF

®of Engineers

US Army Corps

Los Angeles District

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LOCATION

PROJECT

TITLE

NO.

SHEET

NO.

REFERENCE

VICINITY AERIAL

NOT TO SCALE

PROJECT SITE

NOT TO SCALE

FOR INFORMATION ONLY

CIVIL

GI000

NOT TO SCALE

LOS ANGELES DISTRICT

WHITTIER NARROWS

LOCATION MAP

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GENERAL

GENERAL LEGEND

GENERAL NOTES

MECHANICAL SITE PLAN

MECHANICAL INSTALLATION PLAN

MECHANICAL DETAILS

WIRE ROPE REPLACEMENT DETAILS

MECHANICAL DEMO PLAN

MECHANICAL DEMO DETAILS

GI001

GI002

CS101

E-000

ED101

ES101

M-101

M-501

GI003

M-502

MD101

MP101

M-102

SPILLWAY - FLOATWELL SHEAVE ASSEMBLIES

SPILLWAY FLOATWELL SPROCKET AND SHEAVE SHAFT DETAILS

SPILLWAY STRUCTURE GATE UNITS ABUTMENT DETAILS

SPILLWAY STRUCTURE GATE UNITS PEIRS 1,2,5,6,9 AND 10 DETAILS

SPILLWAY STRUCTURE GATE UNITS PIERS 3,4,7 AND 8 DETAILS

R-002

R-004

R-006

R-007

R-008

R-009

R-010

R-011

R-012

R-013

MD501

COVER SHEET

INDEX & VICINITY MAPS

CONTRACTOR WORK LIMITS

ELECTRICAL LEGEND

ELECTRICAL SITE PLAN

E-604

E-605

E-606

ELECTRICAL

MECHANICAL

R-001

R-003

SPILLWAY - GATE STRUCTURE SECTIONS

DAVIT PIN AND HOUSING DETAILS

SPILLWAY - FLOATWALL ASSEMBLY PIERS 1,2,5,6,9 & 10

SPILLWAY - FLOATWELL SHEAVE DETAILS

SPILLWAY - FLOATWELL BLOCKOUT SHEAVE CASTING

ELECTRICAL DEMOLITION SITE PLAN

NO.

SHEET

NO.

REFERENCE

TITLE

E-501

E-502

E-601

E-602

E-603

E-802

E-801

LEVEL TRANSMITTER INSTALLATION DETAIL

FLOATWELL DETAILS

ONE-LINE DIAGRAM

CONTROL BLOCK DIAGRAM

PLC LOGIC

WIRING DIAGRAM

HMI CONTROL SCREEN

HMI DETAILED STATUS SCREEN

M-103

M-503

M-701

GATE FLOAT DISASSEMBLY INSTRUCTIONS

FOR INFORMATION ONLY

FABRICATED MECHANICAL ASSEMBLIES

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PLUG VALVE & CONTROL WEIGHT DETAILS - DEMO

SPILLWAY-FLOATWELL ASSEMBLY, LEFT ABUTMENT

E-607

E-608

E-609

E-610

PLC SCHEMATIC

WIRE ROPE REPLACEMENT INSTRUCTIONS

MECHANICAL CONTROL WATER FLOW DIAGRAM

21 E-701 NEW CONDUIT SCHEDULE

47 R-014 AS BUILT SPILLWAY CONDUIT PLAN

J E

R-005 SPILLWAY - FLOATWALL ASSEMBLY RIGHT ABUT., PIERS 3,4,7,& 8

SECTION IS SHOWN

SHEET ON WHICH

SECTION IS CUT

SHEET ON WHICH

M.B.

CWL

#, NO

MAPPING ABBREVIATIONS

SECTION DESIGNATIONS

CENTERLINE, BASELINE OR AXIS

RWL RESTRICTED WORK LIMITS

LWL

RWL

LIMITED WORK LIMITS

RESTRICTED WORK LIMITS

S.F. SILT FENCE

COMBINATION CWL - PL LINE

COMBINATION CWL - LWL LINE

CWL / PL

CWL / LWL

POWER POLE

FIRE HYDRANT

SIGN POST

SWAMP

TRAFFIC SIGNAL

MAIL BOX

TREE / BUSH

BRUSH LINE

LIGHT POLE

CORPORATE BOUNDARY LIMITS

CENTERLINE

EDGE OF WATER

GUY WIRE

STREET LIGHT

TRANSMISSION TOWER

WOODEN HUB

PHANTOM LINE

FLOOD GATE

TANKS

POST

FENCE

TREELINE

GROUT

GRAVEL

CONCRETE

TREE WITH BASE

TRANSFORMER

RIGHT OF WAY

CONTRACTOR WORK LIMITS

PROPERTY LINE

AMERICAN CONCRETE INSTITUTE

ALTERNATE

ALUMINUM

AMERICAN WATER WORKS ASSOC.

BENCH MARK

CENTERS

CENTERLINE

CONSTRUCTION JOINT

CLEAR

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORROSION RESISTANCE STEEL

CONTRACTOR'S WORK LIMITS

CUBIC YARD

DUCTILE CAST IRON PIPE

DROP INLET

DIAMETER

DIMENSION

DRAWING

EAST

EACH

EACH FACE

ACI

ALT

ALUM

AWWA

COL

CONC

CONST

CONT

CRS

CWL

DCIP

DIA

DIM

DWG

CTRS

CL, CLR

CC CENTER TO CENTER

CMP CORRUGATED METAL PIPE

CHANNEL

AVE AVENUE

B, BOT BOTTOM

EXPANSION JOINT

ELEVATION

EQUAL

EACH WAY

EXISTING

EXPANSION

FINISHED

FEET, FOOT

GAUGE OR GAGE

GALVANIZED

HORIZONTAL

INSIDE FACE

ISOLATION JOINT

INVERT

IRON PIN

JOINT

POUND

TENSILE DEVELOPMENT LENGTH

LEFT

MAXIMUM

MANHOLE

MINIMUM

MARK

NORTH

NUMBER

EJFS

EL, ELEV

EX, EXIST

EXP

FIN

GALV

H, HORIZ

INV

MAX

MIN

EXPANSION JOINT FILLER STRIP

LLH LONG LEG HORIZONTAL

HEX HD HEXAGONAL HEAD

GRD GROUND

ELE

EOR

ELECTRICAL

EDGE OF ROAD

HIGH STRENGTH

MECHANICAL JOINT

LIMITED WORK LIMITSLWL

CR COUNTY ROUTE

POINT OF CURVATURE

POINT OF INTERSECTION

PLATE OR PROPERTY LINE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITE

OUNCE

REINFORCED CONCRETE PIPE

REINFORCING

REQUIRED

ROOF FRAME

RIGHT

SOUTH

SECTION

SQUARE FEET

SHEET

SIMILAR

SPACES

SQUARE

STATION

STANDARD

STIRRUPS

STEEL

STRAIGHT, STRUCTURAL

SQUARE YARD

SYMMETRICAL

TOP OR TREAD

TOP OF EXCAVATION

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VARIES

VERTICAL CURVE

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

OPG

OPP

PSI

PSF

QUAN

RCP

REINF

REQ'D

SECT

SHT

SIM

SPC

STA

STD

STIR

STL

STR

SYM

TOE

TYP

UNO

V, VERT

VAR

VPT

VPC

VPI

PROJ

RGC RIGID GALVANIZED CONDUIT

POB POINT OF BEGINNING

POE

POT

STAINLESS STEEL, SIDE SLOPE

UP UNDERGROUND POWER

OP OVERHEAD POWER

RADIUS

ROAD

SAN SANITARY

ST STORM

SR STATE ROUTE

WATERWAT

SAS SANITARY SEWER

PVC

W/L WATER LINE

TOP OF SLAB

TOC

TOS

POINT OF ENDING

POINT OF TANGENCY

PROJECTION

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POLYVINYL CHLORIDE PIPE

QUANTITY

TOP OF CONCRETE, TOP OF CASTING

FLOW

N-S300

N-S100

SSFM

SDFM

RR SPIKE

SANITARY

DRAINAGE

UTILITIES

ROADS AND RAILWAYS

EARTHWORK

SURVEY SYMBOLS

FIBER OPTIC EXISTING

FIBER OPTIC PROPOSED

HORIZONTAL/VERTICAL CONTROL

UNDERGROUND ELECTRIC - EXISTING

UNDERGROUND TELEPHONE - EXISTING

COUNTY ROAD212

FLOW

GUARDRAIL

RAILROAD

UNIMPROVED ROAD

STATE HIGHWAY

CURB

ROAD

TRAIL

RAILROAD

INTERSTATE HIGHWAY

US HIGHWAY

FORCE MAIN

SANITARY SEWER - EXISTING

SANITARY SEWER - PROPOSED

SANITARY MANHOLE

CULVERT END

HEADWALL

SURFACE DRAINAGE FLOW

CATCH BASIN OR DROP INLET

DIRECTION OF FLOW

PIPE TO BE REMOVED

CULVERT

PIPE TO BE PLUGGED AND ABANDONED

STORM SEWER - EXISTING

STORM SEWER - PROPOSED

DITCH OR SWALE

STORM MANHOLE

FORCE MAIN

VALVE

ELECTRIC MANHOLE

GAS METER

WATER METER

WATER LINE - EXISTING

WATER LINE - PROPOSED

GAS LINE - EXISTING

GAS LINE - PROPOSED

ELECTRIC - EXISTING

TELEPHONE/COMMUNICATION - EXISTING

CABLE TV - PROPOSED/RELOCATED/TO BE RAISED

CABLE TV - EXISTING

ELECTRIC - PROPOSED/RELOCATED/TO BE RAISED

TO BE RAISED

TELEPHONE/COMMUNICATION - PROPOSED/RELOCATED/

POWER LINE TO BE ABANDONED

UNIFORM SLOPE DESIGNATON

STONE SLOPE PROTECTION LIMITS (PLAN)

IN SITU ROCK

CONTAMINATED SOIL

EXISTING GROUND

FINISHED GRADE

IRON PIN AND CAP

LIGHT ON POWER POLE

CONCRETE MONUMENT

GPS MONUMENT

CORE DRILL HOLE UNDRILLED

CORE DRILL HOLE DRILLED

SPOT ELEVATION LOCATOR

RAILROAD SPIKE

IPC

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

MONUMENT

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IDENTIFICATION

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Los Angeles District x

21. THE CONTRACTOR IS TO NOT SCALE OFF OF THE DRAWINGS.

THE CONTRACTING OFFICER.

ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED IMMEDIATELY TO

THE CONTRACTOR WILL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. 20.

IS DAMAGED DURING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE TO REPLACE, IN LIKE KIND AND CHARACTER, ANY ITEM WITHIN OR UPON THE EXISTING PROPERTY THAT

THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY RESULTING FROM THE CONSTRUCTION ACTIVITIES. 19.

GIVEN, THE CONTRACTOR MUST VERIFY THE LOCATION WITH THE CONTRACTING OFFICER.

WITH RESPECT TO CONFLICTS IN THE DRAWINGS, LABELED DIMENSIONS WILL GOVERN OVER SCALED DISTANCES. WHERE NO DIMENSION IS 18.

WITH RESPECT TO CONFLICTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE SPECIFICATION WILL GOVERN.17.

MUST COMPLY WITH ALL NOISE PROVISIONS OF THE STATE OF CALIFORNIA.

THE COMMUNITY. THE CONTRACTOR MUST HAVE FULLY OPERABLE MUFFLERS ON ALL CONSTRUCTION EQUIPMENT. THE CONTRACTOR

ENVIRONMENT BY NOISE. THE CONTRACTOR MUST USE METHODS AND DEVICES TO REDUCE NOISE AND DISTURBANCES TO THE AREA AND

16. THE CONTRACTOR IS TO KEEP CONSTRUCTION ACTIVITIES UNDER SURVEILLANCE AND CONTROL TO MINIMIZE DAMAGE TO THE

LOAD MOVEMENTS.

OFFICER AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. ALL NECESSARY PERMITS MUST BE OBTAINED IN ADVANCE OF ANY

ROADWAY MUST BE MAINTAINED. THE DELIVERY OF WIDE LOADS OR HEAVY LOADS MUST BE COORDINATED WITH THE CONTRACTING

CONTRACTING OFFICER. ONLY RUBBER-TIRED EQUIPMENT MAY BE USED ON PUBLIC ROAD SURFACES. LOAD LIMITS POSTED ON PUBLIC

NO TRACK-DRIVE EQUIPMENT WILL BE ALLOWED TO OPERATE ON PUBLIC STREETS OR ROADS UNLESS SPECIFICALLY APPROVED BY THE 15.

ACCORDANCE WITH EM 385-1-1 AND THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

CONTROL DEVICES, AND FURNISH WATCHMEN AND FLAGMEN AS MAY BE NECESSARY TO MAINTAIN SAFE TRAFFIC CONDITIONS IN

14. THE CONTRACTOR IS TO FURNISH, ERECT, MAINTAIN, AND REMOVE LIGHTS, SIGNS, BARRICADES, TEMPORARY GUARDRAILS, OTHER TRAFFIC

ACCORDANCE WITH THE REQUIREMENTS OF EM 385-1-1.

THE CONTRACTOR MUST MAINTAIN A FREE, SAFE, AND APPROVED MEANS OF INGRESS AND EGRESS FROM THE WORK AREA IN 13.

12. DIRT, MUD, OR GRAVEL WHICH IS TRACKED ONTO PAVED SURFACES, INCLUDING SR-212, ARE TO BE CLEANED AWAY DAILY.

SHOWN OR SPECIFIED OTHERWISE.

STRUCTURES, DITCHES, AND PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER. UNLESS

11. THE CONTRACTOR MUST REMOVE ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND RESTORE ALL SURFACES, 1983 (NAD83) SURVEY FEET. THE VERTICAL DATUM OF THE MAPPING IS NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29).

THE HORIZONTAL DATUM IS CALIFORNIA STATE PLANE COORDINATE SYSTEM, LAMBERT CONFORMAL CONIC PROJECTION, ZONE 6, NORTH AMERICAN DATUM OF 10.

ALL ORGANIC WASTE AND CONSTRUCTION DEBRIS MUST BE DISPOSED OF AT A LANDFILL APPROVED BY THE STATE OF CALIFORNIA.9.

PROVIDES THE GREATEST CLARITY.

PIPELINES SHOWN ON THE PLANS MAY BE REPRESENTED AS A SINGLE LINE (CENTERLINE) OR SHOWN AS DOUBLE LINES (OUTSIDE EDGES) WHICHEVER 8.

OF THE CONSTRUCTION TO AID IN THE FIELD LOCATION OF SAID UTILITIES.

THE CONTRACTOR MUST CONFER WITH ALL PUBLIC OR PRIVATE COMPANIES, AGENCIES OR DEPARTMENTS THAT OWN OR OPERATE UTILITIES IN THE VICINITY 7.

BY THE CONTRACTING OFFICER.

INCONVENIENCE TO CUSTOMERS IS MINIMIZED, AT THE CONTRACTOR'S EXPENSE. UTILITY SERVICE INTERRUPTIONS ARE TO BE COORDINATED AND APPROVED

UTILITY SERVICES BROKEN OR DAMAGED BY THE CONTRACTOR MUST BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER, SUCH THAT 6.

EXISTING PIPES OR CONDUITS CROSSING THE TRENCH, OR OTHERWISE EXPOSED ARE TO BE ADEQUATELY BRACED AND SUPPORTED TO PREVENT DAMAGE.

ADVANCE OF CONSTRUCTION OPERATIONS TO PERMIT ADJUSTMENTS IN LINE OR GRADE, IF REQUIRED, TO ELIMINATE THE CONFLICT OR INTERFERENCE.

AND EXPOSE THEM PRIOR TO CONSTRUCTION AND VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE WORK. THIS MUST BE DONE SUFFICIENTLY IN

WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE INDICATED AS BEING NEAR THE LINE OF THE PROPOSED IMPROVEMENT, THE CONTRACTOR IS TO LOCATE 5.

SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WITHIN THE CONTRACTOR WORK LIMITS.

THE PLANS AS ACCURATELY AS POSSIBLE FROM EXISTING AS- BUILT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES KNOWN TO BE LOCATED IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON 4.

WITHIN THE CONTRACTOR WORK LIMITS.

THE CONTRACTING OFFICER MUST BE NOTIFIED IN WRITING AT LEAST SEVEN (7) WORKING DAYS PRIOR TO THE START OF ANY WORK, BY THE CONTRACTOR, 3.

COUNTY SURVEYOR.

DURING WORK ACTIVITIES, THEY MUST BE RESET BY A CALIFORNIA PROFESSIONAL LICENSED SURVEYOR & A RECORD OF SURVEY MUST BE FILED WITH THE

NO SURVEYING IS TO BE PERFORMED AS PART OF THE ANTICIPATED WORK. HOWEVER, SHOULD PROPERTY CORNERS OR SURVEY MONUMENTS BE DISTURBED 2.

PROPERTY.

THE CONTRACTOR MUST CONFINE HIS ACTIVITIES TO THE ESTABLISHED CONTRACTOR WORK LIMITS (CWL) AND MUST NOT TRESPASS UPON OTHER PRIVATE 1.

S O

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IDENTIFICATION

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SHEET OF

®of Engineers

US Army Corps

Los Angeles District

G-003

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GENERAL NOTES

T E

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WEST VERTICAL STAFFORD

CONTROL HOUSE

EAST VERTICAL STAFFORD

PROJECT ACCESS

SPILLWAY ENTRANCE

NOT PART OF CWL

OWNED BY LA CITY.

EXISTING FENCE AREA

75' X 75'

& STORAGE AREA

CONTRACTOR STAGING

(USE AS NEEDED)

AREA.

STAGING/STORAGE

SECONDARY

WORK LIMITS SHOWN ON THIS DRAWING.

NO WORK IS PERMITTED OUTSIDE OF THE CONTRACTOR 1.

BELOW:

DO NOT EXCEED LOAD LIMITS FOR DAM BRIDGE STATED 2.

40'

SCALE: 1''=20'

0 20'10'

CONTRACTOR WORK LIMITS

ORTS

ARENA D

RIV

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SAN G

ABRIEL RIVER TRAIL

UPSTREAM

INLET AREA

BRIDGE DECK

DOWNSTREAM

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D A

T E

K R

E D

U C

N T

R A

C T

O R W

O R

K L

47 5

L O

S A

N G

E L E

S D

T R

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

B F

C S .d g

EAST VERTICAL STAFFORD

TRUCK LOAD

THREE AXLE - 36800 LB WITH AXLES SPACED 14'-30' APART

TWO AXLE - 36800 LB, WITH AXLES SPACED 14' FROM PREVIOUS AXLE

ONE AXLE - 9200 LB

TANDEM

28750 LB WITH AXLES SPACED 4 FT APART

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

NOTES

FIELD WIRING

CABINET WIRING

DESTINATION ARROW

SOURCE ARROW

GROUND

PLC OUTPUT

RELAY

XXX

TERMINAL BLOCKS

X X

E -0

.d g n

E-000 6 47

W P :d m s \E -0

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

L E

C T

A L L

E G

E N

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

P J

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

NORMALLY OPEN RELAY CONTACT

DENOTED CONTINUATION OF WIRE.

NORMALLY CLOSED RELAY CONTACT

VOLTAGE/CURRENT ANALOG INPUT MODULE

VOLTAGE/CURRENT ANALOG OUTPUT MODULE

PLC PROCESSOR MODULE

DC INPUT MODULE

OF8I

IF8I

IB16

PLC POWER SUPPLYPA75/B

POSITION TRANSMITTER

MOTORIZED VALVE

LEVEL TRANSMITTER

TERMINAL BLOCK

RACK NUMBER (I.E. RACK #1)

PLC EQUIPMENT ADDRESSING LEGEND

ELECTRICAL SYMBOLS

CVT

COMM.

PLC

HMI

ABBREVIATIONS

PROGRAMMABLE LOGIC CONTROLLER

COMMUNICATION

HUMAN MACHINE INTERFACE

DIN RAIL MOUNTED 1Ø CB

MODULE TERMINAL NUMBERS (I.E. INPUTS #4 & 5)

CONSTANT VOLTAGE TRANSFORMER

PID PROPORTIONAL, INTEGRAL, DERIVATIVE

L72

EN2TR ETHERNET MODULE

RM2 REDUNDANCY MODULE

DIGITAL INPUT

AI ANALOG INPUT

ANALOG OUTPUTAO

DO DIGITAL OUTPUT

I/O

INPUT/OUTPUT

AFF ABOVE FINISHED FLOOR

LA LEFT ABUTMENT

RA RIGHT ABUTMENT

PIER 1

P2 PIER 2

P3 PIER 3

P4 PIER 4

P5 PIER 5

P6 PIER 6

P7 PIER 7

P9 PIER 9

PIER 8

LTLA

I/O DESIGNATIONS

LEFT ABUTMENT LEVEL TRANSMITTER

RGS

LTRA RIGHT ABUTMENT LEVEL TRANSMITTER

LTP5 PIER 5 LEVEL TRANSMITTER

PT1.1

PT1.2

PT2.1

PT2.2

PT3.1

PT3.2

PT4.1

PT4.2

PT5.1

PT5.2

PT6.1

PT6.2

PT7.1

PT7.2

PT8.1

PT8.2

PT9.1

PT9.2

MVI1

MVO1

MVOL1

GATE 1 MOTORIZED VALVE INPUT

GATE 1 MOTORIZED VALVE OUTPUT

GATE 1 MOTORIZED VALVE OVERLOAD

MVI2

MVO2

MVOL2

GATE 2 MOTORIZED VALVE INPUT

GATE 2 MOTORIZED VALVE OUTPUT

GATE 2 MOTORIZED VALVE OVERLOAD

MVI3

MVO3

MVOL3

MVI4

MVO4

MVOL4

MVI5

MVO5

MVOL5

MVI6

MVO6

MVOL6

MVI7

MVO7

MVOL7

MVI8

MVO8

MVOL8

MVI9

MVO9

MVOL9

GATE 3 MOTORIZED VALVE INPUT

GATE 4 MOTORIZED VALVE INPUT

GATE 5 MOTORIZED VALVE INPUT

GATE 6 MOTORIZED VALVE INPUT

GATE 7 MOTORIZED VALVE INPUT

GATE 8 MOTORIZED VALVE INPUT

GATE 9 MOTORIZED VALVE INPUT

GATE 3 MOTORIZED VALVE OUTPUT

GATE 4 MOTORIZED VALVE OUTPUT

GATE 5 MOTORIZED VALVE OUTPUT

GATE 6 MOTORIZED VALVE OUTPUT

GATE 7 MOTORIZED VALVE OUTPUT

GATE 8 MOTORIZED VALVE OUTPUT

GATE 9 MOTORIZED VALVE OUTPUT

GATE 3 MOTORIZED VALVE OVERLOAD

GATE 4 MOTORIZED VALVE OVERLOAD

GATE 5 MOTORIZED VALVE OVERLOAD

GATE 6 MOTORIZED VALVE OVERLOAD

GATE 7 MOTORIZED VALVE OVERLOAD

GATE 8 MOTORIZED VALVE OVERLOAD

GATE 9 MOTORIZED VALVE OVERLOAD

MOTORIZED VALVE

LEGEND

PIER DESIGNATIONS

PLC INPUT

GENERAL NOTES:

PLC CONTROL MODULES

PELV POOL ELEVATION

SCHEMATIC LEGEND

TWISTED PAIR CABLE

TERMINAL BLOCK

OA8 AC OUTPUT MODULE

"RM" INDICATES REDUNDANCY MODULE"

"EM" INDICATES ETHERNET MODULE

"PM" INDICATES PROCESSOR MODULE

"OF" INDICATES AN ANALOG OUTPUT MODULE

"IF" INDICATES AN ANALOG INPUT MODULE

"OA" INDICATES AN AC OUTPUT MODULE

"IB" INDICATES A DC INPUT MODULE

SLOT NUMBER (I.E. INPUT MODULE SLOT #2)

AND QUESTIONS ABOUT THE MODERNIZATION CONTRACT.

CONTACT THE CONTRACTING OFFICER FOR MORE INFORMATION

ITEMS AND AVAILABILITY OF CONDUITS TO RE-USE.

AWARDED. FIELD VERIFY LOCATION OF ALL ELECTRICAL

MODERNIZATION CONTRACT BEFORE THIS CONTRACT IS

THE DAM WILL BE UNDERGOING A SITE-WIDE ELECTRICAL

GATE 1 POSITION TRANSMITTER

GATE 2 POSITION TRANSMITTER

GATE 3 POSITION TRANSMITTER

GATE 4 POSITION TRANSMITTER

GATE 5 POSITION TRANSMITTER

GATE 6 POSITION TRANSMITTER

GATE 7 POSITION TRANSMITTER

GATE 8 POSITION TRANSMITTER

GATE 9 POSITION TRANSMITTER

GATE 1 REDUNDANT POSITION TRANSMITTER

GATE 2 REDUNDANT POSITION TRANSMITTER

GATE 3 REDUNDANT POSITION TRANSMITTER

GATE 4 REDUNDANT POSITION TRANSMITTER

GATE 5 REDUNDANT POSITION TRANSMITTER

GATE 6 REDUNDANT POSITION TRANSMITTER

GATE 7 REDUNDANT POSITION TRANSMITTER

GATE 8 REDUNDANT POSITION TRANSMITTER

GATE 9 REDUNDANT POSITION TRANSMITTER

STP

RETURNRTN

RIGID GALVANIZED STEEL

INSTRUMENTATION & CONTROL

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

SHIELDED TWISTED PAIR

JB JUNCTION BOX

I&C

ELECTRICAL EQUIPMENT ADDRESSING LEGEND

EQUIPMENT LEGEND

"JB" INDICATES JUNCTION BOX

"IC" INDICATES INSTRUMENTATION AND CONTROL

"P" INDICATES POWER

JBE JUNCTION BOX ENCLOSURE

BOX DESIGNATION

OR ORIGINAL AS-BUILT JUNCTION

PIER , ORIGINAL AS-BUILT CONDUIT,

ADDITIONAL DESIGNATION AS NEEDED.

DC POWER SUPPLYDCPS

PT POSITION TRANSMITTER

PWR POWER

1:IB2-4,5 P-RA-A

XXX

FUSE, RATING AS REQUIRED

SWITCH

CIRCUIT BREAKER

BOX IN LEFT ABUTMENT.

EXISTING LARGE JUNCTION

(TYP FOR 9 GATES)

ASSOCIATED EQUIPMENT ON TRUNNION.

REMOVE SELSYN ENCODERS AND ANY

CABLES.

LOCATION UNKNOWN. REMOVE SELSYN BRANCH CIRCUIT

DURING ELECTRICAL MODERNIZATION CONTRACT, EXACT

EXISTING 120/208V, 150A PANEL. PANEL TO BE REPLACED

BOXES IN LARGE JUNCTION BOX.

EXISTING CONDUIT JUNCTION

REMOVE ENTIRE SELSYN SYSTEM.

EXISTING SELSYN INDICATOR DIALS.

EXISTING SPILLWAY DEMOLITION PLAN

SCALE: 1''=20'

0 10' 20' 40'

0 20'

SCALE: 1"=10'

10'

UNDER DAM BRIDGE

EXISTING CONDUITS RUN

SELSYN CABLES.

CONDUIT. REMOVE ALL

EXISTING 3" UNDERGROUND

ALL CABLES FROM CONDUIT.

UNDER DAM BRIDGE. REMOVE

EXISTING 3" RGS CONDUIT RUN

CONDUIT. (TYP FOR 9 GATES)

PIER. REMOVE ALL CABLES FROM

EXISTING 3/4" RGS CONDUIT RUN IN

CONTROL HOUSE DEMOLITION PLAN

E D

.d g n

ED101

7 47

W P :d m s \E

D .d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

C T

A L D

E M

O L

N S

E P

L A

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

T C

H L

E D

M A

T C

H L

E D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

NOTES:

IN THIS CONTRACT IS NOT SHOWN FOR CLARITY.

EXISTING CONDUIT UNDER THE DAM BRIDGE THAT IS NOT USED

OTHER THAN THE SELSYN SYSTEM IS NOT DISTURBED.

ENSURE EXISTING INSTRUMENTATION EQUIPMENT

ONLY REMOVE EQUIPMENT AS INDICATED.

EXISTING EQUIPMENT SHOWN FOR INFORMATION ONLY.

EXISTING WATERLOGGER.

SCHEDULE.

LOCATION UNKNOWN. SEE SHEET E-601 FOR PANEL

DURING ELECTRICAL MODERNIZATION CONTRACT, EXACT

EXISTING 120/208V, 150A PANEL. PANEL TO BE REPLACED

JUNCTION BOX. (TYP FOR 9)

EXISTING 12.5"x12.5"x7.75"

JB-64

ENCLOSURE IN LEFT ABUTMENT.

EXISTING LARGE JUNCTION

ENCODER. (TYP 9 GATES)

PLACE OF REMOVED SELSYN

PROVIDE AND INSTALL JUNCTION BOX IN

TRUNNION. (TYP 9 GATES)

ON TAINTER GATE NEAR

PROVIDE AND INSTALL INCLINOMETERS

UNDER THE BRIDGE

EXISTING 2" CONDUITS

BOXES IN LARGE JUNCTION BOX.

EXISTING CONDUIT JUNCTION

WITH CONTRACTING OFFICER.

EXACT LOCATION IN CONTROL HOUSE

PLC CONTROL CABINET. COORDINATE

(TYP EACH PIER)

AIR VENT.

12" DIAMETER

UNDER THE BRIDGE

EXISTING 3" CONDUIT

JB-63 JB-62 JB-61 JB-60 JB-59 JB-58 JB-57 JB-56

JB-55

JB-PP3-P1JB-PP3-P5JB-PP3-P7JB-PP3-P9JB-PP3-RA

JB-PT-P10 JB-PT-LAJB-PT-P9 JB-PT-P8 JB-PT-P6 JB-PT-P5 JB-PT-P4 JB-PT-P2 JB-PT-P1

JB-PP3-LAJB-PP3-P4JB-PP3-P8

JB-PP1-LAJB-PP1-P1JB-PP1-P4JB-PP1-P5JB-PP1-P8JB-PP1-P9 JB-PP1-P7JB-PP1-RA

BOXES. (TYP FOR 9)

CONDUIT TO INSTALL NEW JUNCTION

POWER CABLES. MODIFY EXISTING

NEW JUNCTION BOXES FOR

JB-PP3-P3

JB-22

JB-24

NEW JUNCTION BOXES. (TYP FOR 9)

EXISTING CONDUIT TO INSTALL

COMMUNICATION CABLES. MODIFY

NEW 6"x6"x4" JUNCTION BOXES FOR

JB-PP1-P3

TERMINATION BY OTHERS.

CABLE NEAR WATERLOGGER FOR PROPER

TERMINATION OF CONDUIT. COIL ENOUGH

SEE CONTRACTING OFFICER FOR ROUTING AND

SHIELDED, WITH DRAIN WIRE IN 1/2" EMT CONDUIT.

PROVIDE AND INSTALL #22 AWG, TWISTED PAIR,

EXISTING SPILLWAY SITE PLAN

SCALE: 1''=20'

0 10' 20' 40'

0 20'

SCALE: 1"=10'

10'

UNDER DAM BRIDGE

EXISTING CONDUITS RUN

E S .d g n

8 47

W P :d m s \E

S .d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

ES101

J B

P J B

R G

E-502

E L E

C T

A L S

E P

L A

MVMV

MV MV MV

PT PT PT PT PT PT PT PT PT

E-502

B E-502

C E-502

LAP1P2P3P4P5P6P7P8P9RA P10

E-502

D E-502

PT PT PT PT PT PT PT PT PT

B F

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M A

T C

H L

E S

M A

T C

H L

E S

TRANSMITTERS)

CONDUIT. (TYP 6 PIERS WITHOUT LEVEL

JUNCTION BOX IN PIER IN 1/2" RGS

CABLE OR EQUAL FROM PLC PANEL TO

PROVIDE AND INSTALL ONE BELDEN 8777

TRANSMITTERS)

CONDUIT. (TYP 3 PIERS WITH LEVEL

TO JUNCTION BOX IN PIER IN 1/2" RGS

8778 CABLE OR EQUAL FROM PLC PANEL

PROVIDE AND INSTALL ONE BELDEN

2" RGS CONDUIT BETWEEN JUNCTION BOXES.

BELDEN 8778 CABLES OR EQUAL IN

PROVIDE AND INSTALL SIX BELDEN 8777 & THREE

IC-LA-JBE

CONDUIT.

RGS UNDERGROUND

AND #4 GND IN EXISTING 2"

PROVIDE AND INSTALL 3 #2

EMT.

3 #2 AND #4 GND IN 2"

PROVIDE AND INSTALL

EMT.

#12 AND #12 GND IN 1/2"

PROVIDE AND INSTALL 2

CONDUIT.

CABLES OR EQUAL IN EXISTING 3"

BELDEN 8777 & THREE BELDEN 8778

PROVIDE AND INSTALL FIFTEEN

(TYP 9 GATES)

INCLINOMETERS ON TAINTER GATE.

EQUAL FROM PLC PANEL TO

INSTALL ONE BELDEN 8777 CABLE OR

IN EXISTING CONDUIT, PROVIDE AND

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

CONDUIT PLAN

CONTROL HOUSE AND

P-LAIC-LAP-P1IC-P1IC-P3 P-P3IC-P4 P-P4IC-P5 P-P5IC-P7 P-P7IC-P8 P-P8IC-P9 P-P9IC-RA P-RA

IN THIS CONTRACT IS NOT SHOWN FOR CLARITY.

EXISTING CONDUIT UNDER THE DAM BRIDGE THAT IS NOT USED

3. ALL WORK IS NEW UNLESS OTHERWISE NOTED.

NOTES:

JUNCTIONS BOXES ON PIERS TO PLC WITHOUT SPLICING.

RUN COMMUNICATION CABLES FROM TERMINAL BLOCKS IN

FOR CLARITY.

VALVES NOT SHOWN

CONTROL FLOATWELL

PRESSURE TRANSDUCER

SENSOR DIAPHRAGM

TABLE FOR X.

MOUNTING HEIGHT

SEE LEVEL TRANSMITTER

DETAIL.

SHEET M-101 FOR MORE

INSTALL CONDUIT. SEE

MODIFY VENT COVER TO

UNDERSIDE OF BRIDGE

PIER WALL

TAINTER GATE

CONDUIT TOWARDS THE DRAIN.

A DRAIN ON THE T-FITTING. SLOPE THE

PROVIDE AND INSTALL T-FITTING. INSTALL

ATTACH TRANSMITTER

USE THREADED FITTING TO

UP TO JUNCTION BOX.

CABLE RUN INSIDE CONDUIT

1/2" RGS CONDUIT. SENSOR

MODIFY CONDUIT AS REQUIRED.

WITH NEW JUNCTION BOXES.

INTERCEPT EXISTING CONDUIT

NOTES:

LEVEL TRANSMITTER INSTALLATION DETAIL

LEFT ABUTMENT, PIER 5, AND RIGHT ABUTMENT CONTROL FLOATWELLS

221.72'

PIER 5

LEVEL TRANSMITTER MOUNTING HEIGHT

WELL ELEVATION

BOTTOM CONTROL

LEFT ABUTMENT

RIGHT ABUTMENT

PIER

221.74'

221.63'

221.85'

SENSOR DIAPHRAGM

LEVEL TRANSMITTER

221.85'

1.56"

1.32"

2.64"

LEVEL INDICATION IN THE CONTROL FLOATWELLS.

MANUFACTURER'S INSTRUCTIONS TO PROVIDE ACCURATE WATER

INSTALL LEVEL TRANSMITTERS AS SHOWN AND ACCORDING TO

INCREASE THE DISTANCE OF ALL TRANSMITTERS TO MATCH.

AND SENSING DIAPHRAGM OF LEVEL TRANSMITTER IS NEEDED,

IF LARGER DISTANCE BETWEEN BOTTOM OF CONTROL FLOATWELL2.

E -5

.d g n

E-501 9 47

W P :d m s \E -5

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

NOT TO SCALE

TYPICAL BRIDGE CONDUIT ROUTING DETAIL

D E

T A

R C

O N

D U

O U

L E

V E

L T

R A

N S

T E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

NON-FUSED DISC.

JUNCTION BOX

CONTROL WELL

JUNCTION BOX

CONTROL WELL

JUNCTION BOX

CONTROL WELL

JUNCTION BOX

CONTROL WELL

NON-FUSED DISC.

NON-FUSED DISC. NON-FUSED DISC.

NON-FUSED DISC.

BRIDGE JUNCTION BOXES.

CONDUIT RUN FROM UNDER

BRIDGE JUNCTION BOXES.

CONDUIT RUN FROM UNDER

BRIDGE JUNCTION BOXES.

CONDUIT RUN FROM UNDER

BRIDGE JUNCTION BOXES.

CONDUIT RUN FROM UNDER

12" VENT HOLE IN SIDE OF PIER (TYP)

OF PIER (TYP)

12" VENT HOLE IN SIDE

OF PIER (TYP)

12" VENT HOLE IN SIDE

OF PIER (TYP)

12" VENT HOLE IN SIDE

NON-FUSED DISC.

OF PIER

12" VENT HOLE IN SIDE

12" VENT HOLE IN SIDE OF PIER

RIGHT ABUTMENT ONLY.

LEVEL TRANSMITTER

1/2" RGS CONDUIT TO

IC-P3-B

JUNCTION BOX

CONTROL WELL

JUNCTION BOX

CONTROL WELL JUNCTION BOX

CONTROL WELL

JUNCTION BOX

CONTROL WELL

NON-FUSED DISC.

IC-LA-A

IC-P1-A

IC-P4

P-P4

E-502

C E-502

ES101

A LEFT ABUTMENT

ES101

B PIERS 1, 5, 9

ES101

C RIGHT ABUTMENT AND PIERS 3, 8

PIER 8 REVERSED

ES101

D PIER 4 AS SHOWN, PIER 7 REVERSED

E-502

E -5

.d g n

E-502 10 47

W P :d m s \E -5

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

KEYED NOTES:

O A

T W

E L L D

E T

S A

N G

E L E

S D

T R

L O

S A

N G

E L E

C A

O R

NOT TO SCALEE-502

A LEFT ABUTMENT

NOT TO SCALEE-502

D PIER 4 AS SHOWN, PIER 7 REVERSED

NOTES:

NOT TO SCALE

FRAME LAYOUT.

CLARITY. SEE MECHANICAL DRAWINGS FOR

2. CONTROL WELL FRAMES NOT SHOWN FOR

NOT TO SCALEE-502

B PIERS 1, 5, 9

RECOMMENDATIONS.

INSTALL PER MANUFACTURERS

EQUIPMENT WITH CONTRACTING OFFICER.

APPROXIMATE. COORDINATE LOCATION OF

1. CONDUIT & EQUIPMENT LOCATION SHOWN IS

EQUAL TO KPSI PN:845 JB.

PER MANUFACTURER'S INSTRUCTIONS.

NECESSARY TERMINAL BLOCKS, INSTALLED

BELLOWS AS NECESSRY. PROVIDE

PROVIDE MOUNTING FOR TRANSMITTER

5". NEMA 3R, WITH CLEAR TOP. MUST

2. JUNCTION BOX. APPROXIMATELY 9.5" X 6.5" X

1. 30A, 240V, NEMA 3R NON-FUSED DISCONNECT

E-502

C RIGHT ABUTMENT AND PIERS 3, 8

NOT TO SCALE

PIER 8 REVERSED

IC-P1

P-P1 P-P1-A

IC-LA

P-LA-A

PIER 5 ONLY.

LEVEL TRANSMITTER

1/2" RGS CONDUIT TO

IC-LA-B

P-LA

PIER 5 ONLY.

LEVEL TRANSMITTER

1/2" RGS CONDUIT TO

IC-P5-B

P-P3

IC-P3

IC-P3-A

P-P3-A

IC-P4-A

NEW CONDUIT SCHEDULE.

ACROSS PIERS, SEE E-701 FOR SPILLWAY

SINGLE PIER. DESIGNATIONS ARE TYPICAL

3. CONDUIT DESIGNATIONS SHOWN FOR A

P-P4

IC-P4

NEW CONDUIT TOP TO BOTTOM:

P-P3

IC-P3

NEW CONDUIT TOP TO BOTTOM:

P-P1

IC-P1

NEW CONDUIT TOP TO BOTTOM:

P-LA

IC-LA

NEW CONDUIT TOP TO BOTTOM:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

P-P4-A

20/3

20/1

SPARE

40/2

HEATER

20/1

COMMUNICATION RACKSURGE SUPPRESSOR

TOILET LIGHTS

SOFFIT LIGHTS

GENERATOR ROOM LIGHTS

ROADWAY LIGHTS

FLOOD LIGHTS

20/1

COMMUNICATION RACK

BATTERY CHARGER

SPARE

CONTROL HOUSE LIGHTS

ROADWAY LIGHTS

8 CONTROL HOUSE RECEPTACLES

FLOOD LIGHTS

EXHAUST FAN/CO MONITOR

20/1

TRANSFORMER

FEED FROM EXISTING

NOT SHOWN

EXISTING CIRCUITS

EXISTING 208/120V, 200A PANEL

ANY DAMAGE TO EXISTING PANEL OR CIRCUITS.

BY THIS CONTRACT. CONTRACTOR RESPONSIBLE FOR

GRAYED CIRCUITS ARE EXISTING, NOT TO BE MODIFIED

(TYP FOR 9)

VALVE ACTUATOR

HEAT STRINK SPLICES AS NECESSARY.

#2 CABLE TO BREAKER LUGS. TAPE OR

SPLICES AS NECESSARY TO CONNECT

USE UL LISTED CRIMP REDUCING

(TYP FOR 9)

DISCONNECT

NON-FUSED

NEMA 3R

30A, 240V, 3P, 1.

NOTES:

ONE-LINE DIAGRAM

150A

20A15A

M M M M M M M M M

PLC CABINET

IN 1/2" EMT

2 #12 & #12 GND

2" RGS (TYP FOR 8)

3 #2 & #4 GND IN

CONTROL HOUSE

BKR A/P DESCRIPTION A B C DESCRIPTION BKR A/P

1 2

3 4

5 6

7 8

9 10

11 12

13 14

15 16

17 18

19 20

21 22

23 24

25 26

27 28

29 30

CONNECTED PHASE VA:

CONNECTED LOAD (VA): DEMAND LOAD (VA): FEEDER LOAD (VA):ROWROW ROW

TOTAL CONNECTED LOAD (AMPS)

TOTAL CONNECTED LOAD (VA) 42290 42290 49833TOTAL DEMAND LOAD (VA)

TOTAL DEMAND LOAD (AMPS)

TOTAL FEEDER LOAD (VA)

TOTAL FEEDER LOAD (AMPS)117.4

RECPT LOAD PER NEC 220.44

13430 14190 14670

117.4

RECPT LOAD PER NEC 220.44

138.3

SPARE

CKT. CKT.

LOAD (VA) LOAD (VA)

LTG. REC. OTHER LTG. REC. OTHER

15/3

PLC CABINET 20/1

LTG. LOAD

REC. LOAD

PANEL A

WITH 100% GROUND BUS BAR

WITH 100% NEUTRAL BUS BAR

VOLTAGE: 208/120V

AMPS: 200A

MAINS: 150A

PHASE: 3Ø, 4W

AIC: --

MOUNTING: SURFACE

800 2300

16700

OTHER LOAD

4 SPARE LOAD 6840

13470

LTG. LOAD @ 100%

OTHER LOAD @ 100%3

4 SPARE LOAD @ 100%

16700

13470 3

LTG. LOAD @ 125%

OTHER LOAD @ 125%

SPARE LOAD @ 100%

16838

20875

E -6

.d g n

E-601 11 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

E -L

E D

G R

A M

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

PANEL A

MOTORIZED VALVES

VALVE

GATE 1

VALVE

GATE 2

VALVE

GATE 3

VALVE

GATE 4

VALVE

GATE 5

VALVE

GATE 6

VALVE

GATE 7

VALVE

GATE 8

VALVE

GATE 9

MAY DIFFER.

CONTRACT DRAWINGS. ACTUAL PANEL LAYOUT

PANEL A SCHEDULE BASED UPON MODERNIZATION

HOUSE.

INSULATED CABLE FOR CIRCUITS INSIDE THE CONTROL

OUTSIDE THE CONTROL HOUSE. PROVIDE THHN/THWN

PROVIDE XHHW INSULATED CABLE FOR CIRCUITS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

IN 2" RGS

3 #2 & #4 GND

(TYP FOR 9)

IN 1/2" RGS

3 #12 & #12 GND

(2 TYP)

CHASSIS

1756-A4

CHASSIS

1756-A10

CONFIGURATIONS TO THE WATERLOGGER BY OTHERS.

CABINET TO WATERLOGGER. FINAL CONNECTIONS AND

AND INSTALL WIRING AND 1/2" EMT CONDUIT FROM PLC

EXISTING WATERLOGGER IN CONTROL HOUSE. PROVIDE

JUNCTION BOX IN LEFT ABUTMENT

50VA XFMR

120VAC/24VDC

50VA XFMR

120VAC/24VDC

HMI

TERMINAL BLOCK

PLC ENCLOSURE

CONTROL HOUSE

L72 1756-

RM2

1756-

L72 1756-

RM2

1756-

CAT 5E

1756-RMCx REDUNDANCY CABLE

IF8I

1756-

RACK #3

E -6

.d g n

12 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

E-602

J B

P J B

R G

CAT 5E

EN2TR

1756-

EN2TR

1756-

PA50

1756-

SUPPLY

POWER

PLC

PA50

1756-

SUPPLY

POWER

PLC

PA75/B

1756-

SUPPLY

POWER

PLC

EN2TR

1756-

IF8I

1756-

IF8I

1756-

OF8I

1756-

OF8I

1756-

3:EN0 3:IF1 3:IF2 3:IF3 3:OF5 3:OF6

IF8I

1756-

3:IF4

B F

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R O

L B

L O

C K D

G R

A M

IB16

1756-

3:IB7

WATERLOGGER

3:OA8 3:**9

BLANK

OA8

1756-

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

CONTROL BLOCK DIAGRAM

PIER 1

PIER 3 & 4

PIER 7 & 8

PIER 9

PIER

RIGHT ABUTMENT

RACK #1 RACK #2

LEFT ABUTMENT PIER

PIER 5

NOTES:

CONTRACT.

INFORMATION AND QUESTIONS ABOUT THE MODERNIZATION

PLEASE CONTACT THE CONTRACTING OFFICER FOR MORE

MODERNIZATION WHILE THIS CONTRACT IS BEING AWARDED.

THE DAM WILL BE UNDERGOING A SITE-WIDE ELECTRICAL

PLC SYSTEM OR EQUAL.

ALLEN BRADLEY EQUIPMENT SHOWN. PROVIDE ALLEN BRADLEY

TO PLC CABINET TERMINAL BLOCK WITHOUT SPLICING.

RUN COMMUNICATION CABLES FROM PIER CONTROL WELLS

SEQUENCE OF OPERATION

RESERVOIR ELEVATION

LEFT ABUTMENT

RESERVOIR ELEVATION

RIGHT ABUTMENT

RESERVOIR ELEVATION

PIER 5

WATER ELEVATION

AVERAGE RESERVOIR

GATE POSITION.

SCALE 4-20mA SIGNAL TO

POSITION

TARGET GATE

POSITION

TARGET GATE

GATE POSITION

GATE 1

FEEDBACK 4-20mA SIGNAL

GATE 1 VALVE POSITION

VALVE OPENING.

SCALE 4-20mA SIGNAL TO

PERCENTAGE

VALVE OPENING

GATE POSITION.

SCALE 4-20mA SIGNAL TO 4-20mA SIGNAL FOR GATE 1

VALVE ACTUATOR

SHOW VALVE OPENING ON HMI

ELEVATION DATA.

SCALE 4-20mA SIGNAL TO

ELEVATION DATA.

SCALE 4-20mA SIGNAL TO

ELEVATION DATA.

SCALE 4-20mA SIGNAL TO TRANSMITTER 4-20mA SIGNAL

LEFT ABUTMENT LEVEL

LTLA

TRANSMITTER 4-20mA SIGNAL

PIER 5 LEVEL

LTP5

TRANSMITTER 4-20mA SIGNAL

RIGHT ABUTMENT LEVEL

LTRA

4-20mA SIGNAL ON GATE 1

MAIN POSITION TRANSMITTER

4-20mA SIGNAL ON GATE 1

REDUNDANT POSITION TRANSMITTER

MVOL1

OVERLOAD DIGITAL SIGNAL

GATE 1 MOTOR

MOTOR OVERLOAD ALARM.

MVI1

MVO1

PT1.1

PT1.2

POOL ELEVATION ON HMI

FROM WATERLOGGER

OVERALL POOL ELEVATION

PELV

E -6

.d g n

E-603 13 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

OF AVERAGE.

RETURNS TO WITHIN ± 2.5 INCHES

CALCULATION UNTIL SENSOR

REMOVE FROM AVERAGE

AVERAGE VALUE BY ± 3 INCHES AND

IF SIGNAL IS DIFFERENT FROM

COMPARE TO EACH SIGNAL. ALARM

AVERAGE SIGNAL ELEVATIONS AND

RESERVOIR ELEVATIONS.

BASED UPON A RANGE OF

TO CALCULATE GATE POSITION

FUNCTION TABLE ON THIS SHEET

TARGET GATE POSITION. USE

ELEVATION AND PROVIDE THE

TAKE RESERVOIR WATER

CONTROL ON HMI

ON/OFF MANUAL GATE

CLOSED < 227.86

(FEET)

GATE OPENING

(FEET)

RESERVOIR ELEVATION

Y = 0

(FEET)

GATE OPENING FUNCTION

X < 230.46=227.86

GATE OPENING Y BASED UPON RESERVOIR ELEVATION X( )

X < 231.11=230.46

X < 232.26=231.11

0 - 8

8 -12

12 - 21

X < 232.57=232.26 21 - 23

X < 232.75=232.57 23 - 23.5

X < 235.21=232.75 23.5 - 25

FULL OPEN 235.21=X Y = 25

FOR ALL 9 GATES

PROVIDE TYPICAL LOGIC

P L

C L

O G

I/O DESCRIPTION AI AO DI DO

LTLA X

LTP5 X

LTRA X

I/O DESCRIPTION AI AO DI DO

I/O SUMMARY OF POINTS

SETPOINT ON HMI

MANUAL GATE CONTROL

I/O DESCRIPTION AI AO DI DO

PT1.1

PT2.1

PT3.1

PT4.1

PT5.1

PT6.1

PT7.1

PT8.1

PT9.1

PT2.2

PT3.2

PT4.2

PT5.2

PT6.2

PT7.2

PT8.2

PT9.2

PT1.2

FAILURE MODE.

BOTH PTS ARE FAILED, ENTER

PT GATE POSITION TO PID. IF

4-20mA, OUTPUT REDUNDANT

IF REDUNDANT PT IS WITHIN

POSITION TO PID. OTHERWISE

OUTPUT MAIN PT GATE

IF MAIN PT IS WITHIN 4-20mA, B F

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

FUNCTION BLOCK

PID CONTROLLER

MVOL1 X

MVOL2 X

MVOL3 X

MVOL4 X

MVOL5 X

MVOL6 X

MVOL7 X

MVOL8 X

MVOL9 X

MVI1

MVO1

MVI2

MVI3

MVI4

MVI5

MVI6

MVI7

MVI8

MVI9

MVO2

MVO3

MVO4

MVO5

MVO6

MVO7

MVO8

MVO9

PELV X

+0.00486986523*X

-5 -4.2750982*10

-8 Y = 9.3824352*10

Y = 6.122995*X-1403.0853

Y = 7.82608*X-1796.686

Y = 6.4516*X-1477.45

Y = 0.60975*X-118.42

Y = 2.77777*X-623.027

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

NOTES:

PLC LOGIC DIAGRAM

ALARMS LISTED BELOW.

SPECIFICATIONS, THE LOGIC SHOWN IN THE DIAGRAM, AND THE

THE PLC LOGIC MUST PROVIDE ALARMS ACCORDING TO THE

ALARMS

THE REQUIREMENTS IN SPECIFICATION 40 95 00.

SHOWN AND THE SEQUENCE OF OPERATION. THE SYSTEM MUST MEET

PROVIDE AND PROGRAM ALL PLC LOGIC ACCORDING TO THE DIAGRAM

ALL GATES.

CONTROL AT ONE TIME AND ENTER A GATE OPENING SETPOINT FOR

USERS MUST ALSO BE ABLE TO SWITCH ALL GATES TO MANUAL

ALL GATES CONTROL -

MAINTAIN AS LONG AS THE SYSTEM IS IN MANUAL MODE.

USERS TO INPUT A GATE POSITION FOR THE PID CONTROLLER TO

MANUAL MODE FOR EACH GATE. THE MANUAL MODE MUST ALLOW

A BUTTON ON THE HMI MUST ALLOW THE USER TO SWITCH TO A

SINGLE GATE CONTROL -

MANUAL MODE

- IF THE PID FUNCTION BLOCK OUTPUTS AN ERROR ALARM

PID ERROR:

GATE OPENING WITHIN 2 MINUTES

- IF THE MEASURED GATE OPENING DOES NOT MATCH THE SETPOINT

MOTION FAULT:

- IF A MOTORIZED VALVE HAS ENTERED A FAILURE MODE

- MOTOR OVERLOAD HAS TRIPPED

SECONDS

- VALVE FEEDBACK INPUT DOES NOT MATCH VALVE OUTPUT WITHIN 30

- ANALOG OUTPUT ERROR ALARMS

- ANALOG INPUT ERROR ALARMS

MOTORIZED VALVE FAULTS:

(WITHIN 0.05 DEGREES)

- MAIN AND REDUNDANT POSITION TRANSMITTERS DO NOT MATCH

- ANALOG INPUT ERROR ALARMS

POSITION TRANSMITTER FAULTS:

- LEVEL TRANSMITTER ELEVATION COMPARISON ALARM

- ANALOG INPUT ERROR ALARMS

LEVEL TRANSMITTER FAULTS:

UNTIL THE FAILURE CONDITIONS HAVE BEEN CORRECTED.

MODE AND ALARM THE HMI. THE VALVE MUST STAY IN A FAILURE MODE

DURING THE FAILURE MODE, THE VALVE MUST ENTER A STAYPUT

RANGE) AND DO NOT MATCH (WITHIN 0.05 DEGREES)

- IF BOTH POSITION TRANSMITTERS ARE ACTIVE (WITHIN THE 4-20mA

- IF COMMUNICATION IS LOST TO THE MOTORIZED VALVE

- IF COMMUNICATION IS LOST TO BOTH POSITION TRANSMITTERS

WHERE ANY OF THE FOLLOWING FAILURE CONDITIONS OCCUR.

ENTER A FAILURE MODE FOR A VALVE THAT CONTROLS THE GATE

FAILURE MODE

FLOATWELL CAUSING A FLOAT TO RISE OR LOWER.

MINUS ONE INCH, ALLOWING MORE OR LESS WATER TO ENTER THE

REACH THE TARGET GATE POSITION, WITH A DEADBAND OF PLUS OR

MODULATE THE OPENING OF AN ELECTRICALLY ACTUATED VALVE TO

FOR EACH GATE. THE PID MUST OUTPUT A CONTROL VARIABLE TO

FROM THE GATE POSITION TRANSMITTER AS THE PROCESS VARIABLE

USE THE TARGET GATE POSITION AS THE SETPOINT AND THE INPUT

CALCULATE THE TARGET GATE POSITION. A PID CONTROLLER MUST

TRANSMITTERS MUST BE ERROR CHECKED, AVERAGED, AND USED TO

ELEVATION DATA TO THE PLC. THE ELEVATION DATA FROM THE

LEVEL TRANSMITTERS MUST PROVIDE CONTROL FLOAT WELL

AUTOMATIC MODE

-6

.d g n

E-604 14 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

C S

C H

E M

A T

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

1:PM0

1756-L72

PROCESSOR

1:EM1

1756-EN2TR

NETWORK

1:RM2

1756-RM2

REDUNDANCY

NOTES:

AS-BUILT SCHEMATICS.

CONTROL WIRING LABELS NOT SHOWN. PROVIDE WIRING LABELS IN

UNLESS OTHERWISE NOTED.

ALL TWISTED PAIR WIRING #22AWG. ALL OTHER WIRING #12 AWG,

PLC SCHEMATIC

CONTROL PWR

PLC CABINET

CBM, 5A

GND

FU1

DCPS2

L N G

FU2

TO 134

FROM 133 FROM 133

DCPS3

L N G

FU3

50W

POWER SUPPLY

ANALOG I/O

50W

POWER SUPPLY

DIGITAL I/O

L N

CB4

TO 235

0VDC

TO 235

+24VDC

TO 535

0VDC

TO 535

+24VDC

RJ 45

CAT 5E

HMI

TO 118

1756-PA50

POWER SUPPLY

RACK 1

CABLE

FIBER

2:RM2

TO 215

3:EM1

TO 225

TO 134

TO 200 TO 200

TVSS

N G

RJ 45

HMI

CAT 5E

2:EM1

TO 209

1:EM1

TO 154

L N

CB1

120VAC/120VAC

500VA

CVT

120VAC

120VAC N

CB2

CB3

120VAC IN

2:PM0

1756-L72

PROCESSOR

2:EM1

1756-EN2TR

NETWORK

2:RM2

1756-RM2

REDUNDANCY

3:EM0

1756-EN2TR

NETWORK

3:IF1

1756-IF8I

8 ISOLATED INPUT, 24VDC

ANALOG INPUT

L N

CB5

RJ 45

CAT 5E

HMI

TO 120

1756-PA50

POWER SUPPLY

RACK 2

CABLE

FIBER

1:RM2

TO 160

3:EM1

TO 223

FROM 163 FROM 163

L N

CB6

RJ 45

CAT 5E

1:EM1

TO 156

1756-PA75/B

POWER SUPPLY

RACK 3

2:EM1

TO 211

IN_0/V

IN_0/I/S

RTN_0

4-20mA

LTLA

LEVEL TRANSMITTER

LEFT ABUTMENT

DRAIN

+24VDC 0VDC

TO 141FROM 141

4-20mA

MVI1

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT1.1

4-20mA

MVI2

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT2.1

4-20mA

MVI3

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT3.1

DRAIN

SHIELD

VALVE INPUT

GATE 1 MOTORIZED

TRANSMITTER

GATE 1 MAIN POSITION

VALVE INPUT

GATE 2 MOTORIZED

VALVE INPUT

GATE 3 MOTORIZED

TRANSMITTER

GATE 2 MAIN POSITION

TRANSMITTER

GATE 3 MAIN POSITION

POOL ELEVATION

WATERLOGGER

4-20mA

0VDC+24VDC

TO 301 FROM 301

120VAC N

N120VAC

TO 601 TO 601

E -6

.d g n

E-605 15 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

C S

C H

E M

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

IN_1/V

IN_1/I/S

RTN_1

IN_2/V

IN_2/I/S

RTN_2

IN_3/V

IN_3/I/S

RTN_3

IN_4/V

IN_5/V

IN_6/V

IN_7/V

IN_4/I/S

IN_5/I/S

IN_6/I/S

IN_7/I/S

RTN_4

RTN_5

RTN_6

RTN_7

PLC SCHEMATIC

NOTES:

AS-BUILT SCHEMATICS.

CONTROL WIRING LABELS NOT SHOWN. PROVIDE WIRING LABELS IN

UNLESS OTHERWISE NOTED.

ALL TWISTED PAIR WIRING #22AWG. ALL OTHER WIRING #12 AWG,

3:IF2

1756-IF8I

8 ISOLATED INPUT, 24VDC

ANALOG INPUT

3:IF3

1756-IF8I

8 ISOLATED INPUT, 24VDC

ANALOG INPUT

300 334

IN_0/V

IN_0/I/S

RTN_0

4-20mA

LTP5

DRAIN

+24VDC 0VDC

TO 263FROM 263

4-20mA

MVI4

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT4.1

4-20mA

MVI5

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT5.1

4-20mA

MVI6

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT6.1

VALVE INPUT

GATE 4 MOTORIZED

TRANSMITTER

GATE 4 MAIN POSITION

VALVE INPUT

GATE 5 MOTORIZED

VALVE INPUT

GATE 6 MOTORIZED

TRANSMITTER

GATE 5 MAIN POSITION

TRANSMITTER

GATE 6 MAIN POSITION

0VDC+24VDC

TO 335 FROM 335

LEVEL TRANSMITTER

PIER 5

IN_0/V

IN_0/I/S

RTN_0

4-20mA

LTRA

DRAIN

+24VDC 0VDC

TO 329FROM 329

4-20mA

MVI7

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT7.1

4-20mA

MVI8

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT8.1

4-20mA

MVI9

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT9.1

VALVE INPUT

GATE 7 MOTORIZED

TRANSMITTER

GATE 7 MAIN POSITION

VALVE INPUT

GATE 8 MOTORIZED

VALVE INPUT

GATE 9 MOTORIZED

TRANSMITTER

GATE 8 MAIN POSITION

TRANSMITTER

GATE 9 MAIN POSITION

0VDC+24VDC

TO 401 FROM 401

LEVEL TRANSMITTER

RIGHT ABUTMENT

DRAIN

SHIELD

4-20mA

PT1.2

POSITION TRANSMITTER

GATE 1 REDUNDANT

E -6

.d g n

E-606 16 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

C S

C H

E M

A T

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Los Angeles District

IN_1/V

IN_1/I/S

RTN_1

IN_2/V

IN_2/I/S

RTN_2

IN_3/V

IN_3/I/S

RTN_3

IN_4/V

IN_5/V

IN_6/V

IN_7/V

IN_4/I/S

IN_5/I/S

IN_6/I/S

IN_7/I/S

RTN_4

RTN_5

RTN_6

RTN_7

IN_1/V

IN_1/I/S

RTN_1

IN_2/V

IN_2/I/S

RTN_2

IN_3/V

IN_3/I/S

RTN_3

IN_4/V

IN_5/V

IN_6/V

IN_7/V

IN_4/I/S

IN_5/I/S

IN_6/I/S

IN_7/I/S

RTN_4

RTN_5

RTN_6

RTN_7

PLC SCHEMATIC

NOTES:

AS-BUILT SCHEMATICS.

CONTROL WIRING LABELS NOT SHOWN. PROVIDE WIRING LABELS IN

3:IF4

1756-IF8I

8 ISOLATED INPUT, 24VDC

ANALOG INPUT

3:OF5

1756-OF8I

8 ISOLATED OUTPUT, 24VDC

ANALOG OUTPUT

400 434

IN_0/V

IN_0/I/S

RTN_0

DRAIN

+24VDC 0VDC

TO 363FROM 363

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

0VDC+24VDC

TO 435 FROM 435

IN_0/V

IN_0/I/S

RTN_0

4-20mA

MVO1

DRAIN

+24VDC 0VDC

TO 429FROM 429

4-20mA

MVO2

SHIELD

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

MVO4

DRAIN

SHIELD

DRAIN

SHIELD

4-20mA

PT2.2

4-20mA

PT3.2

4-20mA

PT4.2

4-20mA

PT5.2

4-20mA

PT6.2

4-20mA

PT7.2

4-20mA

PT8.2

DRAIN

SHIELD

4-20mA

PT9.2

POSITION TRANSMITTER

GATE 2 REDUNDANT

POSITION TRANSMITTER

GATE 3 REDUNDANT

POSITION TRANSMITTER

GATE 4 REDUNDANT

POSITION TRANSMITTER

GATE 5 REDUNDANT

POSITION TRANSMITTER

GATE 6 REDUNDANT

POSITION TRANSMITTER

GATE 7 REDUNDANT

POSITION TRANSMITTER

GATE 8 REDUNDANT

POSITION TRANSMITTER

GATE 9 REDUNDANT

0VDC+24VDC

TO 501 FROM 501

4-20mA

MVO3

4-20mA

MVO5

VALVE OUTPUT

GATE 1 MOTORIZED

VALVE OUTPUT

GATE 2 MOTORIZED

VALVE OUTPUT

GATE 3 MOTORIZED

VALVE OUTPUT

GATE 4 MOTORIZED

VALVE OUTPUT

GATE 5 MOTORIZED

E -6

.d g n

E-607 17 47

W P :d m s \E -6

.d g n

H E

C X

P J B

/2 lr h -n e ta p p \c a d a p p s \A p p s \L

R H

W o rk s p a c e \W o rk

S p a c e \P ro je c tW is e I n te rP lo t

O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n

C P ro g ra m F il e s x

C o m m o n F il e s \I n te rP lo t\

L O

T \m is c \c o lo r.

c tb

-J

U L -2

C S

C H

E M

A T

S A

N G

A B

L R

E R

W H

R N

A R

R O

W S D

A M

L O

S A

N G

E L E

C A

D A

T E

K R

E D

U C

R G

L O

S A

N G

E L E

S D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N

W E

S T V

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

S A

N G

E L E

C A

O R

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